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1549 BEACH AVE RES18-0335 RES PERMIT *''% RESIDENTIAL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH RES18-0335 )tf, 800 SEMINOLE ROAD ISSUED: 10/30/2018 "1 9% �' ATLANTIC BEACH. FL 32233 EXPIRES: 4/28/2019 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 1549 BEACH AVE RESIDENTIAL NEW SINGLE NEW SINGLE FAMILY HOME $552544.50 FAMILY RESIDENCE TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 170311 0000 ATLANTIC BEACH COMPANY: ADDRESS: CITY: STATE: ZIP: C.F. KNIGHT, INC. 4202 ORTEGA BLVD JACKSONVILLE FL 32210 OWNER: ADDRESS: t CITY: STATE: ZIP: CELLAR WILLIAM J 1549 BEACH AVE ATLANTIC BEACH FL 32233 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC UTILITIES UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed,call 247-5878. 2 PUBLIC UTILITIES METER BOX SEWER CLEAN OUT INFORMATIONAL Notes: Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible. Issued Date: 10/30/2018 1 of 3 ,-j1. , RESIDENTIAL PERMIT PERMIT NUMBER r-" CITY OF ATLANTIC BEACH RES18-0335 up" ISSUED: 10/30/2018 800 SEMINOLE ROAD ry ATLANTIC BEACH. FL 32233 EXPIRES:4/28/2019 3 PUBLIC UTILITIES RT1 SEWER CLEANOUT INFORMATIONAL Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. 4 PUBLIC WORKS DRIVEWAY APRON INFORMATIONAL Notes: All concrete driveway aprons must be 5 inches thick,4000 psi,with fibermesh from edge of pavement to the property line.Reinforcing rods or mesh are not allowed in the right-of-way. 5 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 6 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 7 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 8 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers). Container cannot be placed on City right-of-way. 9 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 10 PUBLIC WORKS CONSTRUCTION SITE MANAGEMENT INFORMATIONAL Notes: Provide construction site management plan,including location of silt fence,dumpster,portable toilet. Right-of-Way Permit is required if using right- of-way for construction parking. 11 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 12 PUBLIC WORKS TOPO SURVEY INFORMATIONAL Notes: Must provide a topographic(TOPO)survey with water retention for final C.O.Inspection. Issued Date: 10/30/2018 2 of 3 %s' ' "%� RESIDENTIAL PERMIT PERMIT NUMBER v. J+� RES18-0335 ire.:<. s, CITY OF ATLANTIC BEACH 'r ISSUED: 10/30/2018 800 SEMINOLE ROAD ''.-L°';i.Ifr ATLANTIC BEACH. FL 32233 EXPIRES: 4/28/2019 13 PUBLIC WORKS PERVIOUS PAVERS INFORMATIONAL Notes: Pervious pavers must be used to receive 50%credit. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $1786.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $893.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 CROSS CONNECTION 400-0000-343-3701 0 $50.00 PU REVIEW RESIDENTIAL BLDG 001-0000-329-1007 0 $50.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $40.94 STATE DCA SURCHARGE 455-0000-208-0600 0 $27.29 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL: $3,072.23 Issued Date: 10/30/2018 3 of 3 l0itott6, 1,An;,yr, City of Atlantic BeachAPPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road ,� - yr Atlantic Beach, Florida 32233-5445 ( ::2_ _ 033 isr) Phone(904)247-5826 • Fax(904)247-5845 Azonlyk E-mail: building-dept@coab.us Date routed: (�)/ 1 /78— City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I S4° 6 Ee(.4 i--- v E Department review required Yes No (� ' BuildincD _ Applicant: ei 1- . K N c t,t-- r l N3C Tannin & Zone `—Tree Administrator Project: n0.0S (�G,L E l p, i i_yblic Works blic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. 1Denied. I INot applicable (Circle one.) Comments: BUILDING PLANNING & ZONING //y� /p,�C-2 p j Reviewed by: / " Date: ` TREE ADMIN. Second Review: ,(Approved as revised. ❑Denied. I 'Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:70—)4 ')•°tcr FIRE SERVICES Third Review: Approved as revised. ' 'Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 es :', CITY OF ATLANTIC BEACH �>< ' 800 Seminole Road !t • _ r Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Z OF Z RE,stg �-o��5 Date 10/16/2018 Revision to Issued Permit X Corrections to Comments Permit# N/A Project Address 1549 Beach Avenue, Atlantic Beach, Florida 32233 Contractor/Contact Name C. F. Knight, Inc. Phone 904-387-6148 Email Description of Proposed Revision/Corrections: Permit Fee D - $ SC)1 0 iJ Revocable Encroachment Agreement Manufacturer cut sheet for 50% credit on pervious pavers Topographic survey of water retention (furnished at C. 0.) Additional Increase in Building Value$ N/A Additional S.F. N/A By signing below,I C. Finley Knight, Jr. affirm the Revision is inclusive of the proposed changes. (printed name) 10/16/2018 Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments De artment Review Required: ,Wafining &Zonings Reviewed By Tree Administrator or � tmr,tr� 10 — �y ol.8' Public Safety ` Date Fire Services �, /el 64 x 'S f CITY OF ATLANTIC BEACH r ,J 800 SEMINOLE ROAD !) (� F ATLANTIC BEACH, FL 32233 :," U' I L U`. ,.__ . . (904) 247-5800 �ZJJiI9 BUILDING REVIEW COMMENTS Date: 10/9/2018 Permit#: RES18-0335 Site Address: 1549 BEACH AVE Review Status: RE#: 170311 0000 Applicant: C.F. KNIGHT, INC. Property Owner: CELLAR WILLIAM J Email: DPRESLEY@CFKNIGHT.COM Email: BCELLAR@PROVIDENCEHOMESINC.COM Phone: 9043876148 Phone: 9042629898 9045919682 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Corr tion Comments: V. Missing signatures and dates at 2 different places in the Florida Energy Efficiency Code For Building Construction. They are needed on page 1 of 6; OWNER/AGENT and DATE. They are also needed on page 1 of 1,the ENERGY PERFORMANCE LEVEL(EPL)DISPLAY CARD; Builder Signature, Date, /ddress of New Home, City and ZIP. You may return to the Building Department and sign these documents or produce new ones that have been corrected. . On the MiTeK USA, Inc. truss documents, RE: J180168-F-Cellar Beach House. Site information address is incorrect. List 217 SantfJuan Dr., Ponte Vedra each as the site address. Correct and resubmit /2 copies. 7°r 1Y0 0 rt --o r).. )A+4 fro irev on ii 6 On the same page of the documents mentioned above, unOer er russ Engineering Criteria& Design Loads,missing the WIND CODE, WIND SPEED, and ROOF LOAD information. Correct and resubmit 2 copies. 4/On the truss layout page from Manning Building Supplies, Inc.,under the LOADING CRITERIA, puilding Exposure is listed as C. This should be a exposure D. Correct and resubmit 2 copies. X5.1 Submit 2 completed copies of the PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANIC BEACH, FLOIDA, for all components and cladding elements of this project.Numbers shall not end in"R"values. Whole numbers or numbers with decimals only. You may want to check with your suppliers for the exact number for each product. All non-shingled roofs shall go through plan review and product approval numbers, manufacturer's installation instructions,engineering for metal roof applications,and evaluation reports will be required. Modified Bitumen roof systems with Evaluation Reports such as supplied by TRINITY/EXTERIOR RESEARCH&DESIGN, LLC.,need only to submit the pages that are site specific pertaining to the exact installation of this project. Most of their reports are 46+pages. Do not submit 46 pages. Submit only those that will be needed for i lation inspection,highlighted for the inspector to use in the field. These page should identify the eck and all materials, their fasteners and spacing in the installation process. 2 copies. Submit 2 copies of the approval documents from the DEP in regards to this project. th) to-ay- t0Ig Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5 844 Email:mjones@coab.us E/-rail ems/ 124v, to k. C.c). . - yr, i" 1 -/ 0 2018' m Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be Left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Building Permit Applicationp / / U dated 12 8 17 :u' City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 Job Address: 1549 Beach Avenue,Atlantic Beach, Florida 32233r O03 Permit Number: RC,s� �;� - 35 Legal Description 6-1 16-2S-29E .410,Atlantic Beach, Lots 5, 6, 7, S 10 Ft. Lot 8, Block 62 RE# 170311-0000 Valuation of Work(Replacement Cost)$ 2,500,000 Heated/Cooled SF 6,252 Non-Heated/Cooled 2,130 • Class of Work(Circle one):CD Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial CliesidenQ • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No OD • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Construction of new single family residence Florida Product Approval# for multiple products use product approval form Property Owner Information Name: Mr. and Mrs. William J. Cellar Address: 4901 Belfort Road, Suite 140 City Jacksonville State FL Zip 32256 Phone 904-262-9898, Ext. 304 E-Mail C)Cc Cir prcD (.4 �Le- �Z c, I n&Sir\C . C©Cr\ Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Owner Contractor Information Name of Company: C. F. Knight, Inc. Qualifying Agent: C. Finley Knight, Jr. Address 4202 Ortega Boulevard City Jacksonville State FL Zip 32210 Office Phone 904-387-6148 L_L Job Site/Contact Number David Presley, Project Mgr. (904)591-9682 State Certification/Registration# CGC003387 E-Mail dpresley@cfknight.com Architect Name& Phone# James W. Dupree, III (904)247-7072 Engineer's Name&Phone# Workers Compensation Policy#WCV-0027778-11, National Builders Insurance Co., Expiration Date 10/01/2018 Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF-COMMENCEMENT. / iktoai (Signature of Owner or Agent) (Signature of Contra or) (including contractor) St Si�ned,and sworn to(or affirmed)Bqefore me this l(3 day of Signed and sworn to(or affirmed)before me this al day of , OIt ,b IA;llikyg. q. &7,414. p 4 , 9.Q4s ,by C. r'„vIe1 kit, 3r• ' ._7lb-44)►t'I .i'; 710ODROE (Si nature of Notar g • t • MY COMMISSION#GG 211213 "� FEL{CIATRIZONIS [ Personally Known OR „, a EXPIRES:Jul 8,2022 ersonally Known OR ?$�K'�' ': y Ai, r: MY COMMISSION#GG 048014 [ ]Produced Identification bWiv?•. Bonded Thru Notaty Public Underwriters ]Produced Identification =' u„ - EXPIRES:December26,2020 Type of Identification: - ype of Identification: +' ora` Bonded Thtu Notary Pudic Unde w hers (-- i 1.Al r City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) r • 800 Seminole Road I — 0335 Atlantic Beach, Florida 32233-5445 ES FD Phone(904)247-5826 Fax(904)247-5845 ii ff E-mail: building-dept@coab.us Date routed: (1)i l City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I 540) 6 E_Ac H fs v6 Department review required Yes No 1 l C� �Buildin9I L t--Applicant: L . " . I \ . t-t 7"11 13 `Q _ tannin &Zo C fee Administrator � Project: ie� S ( GLC— ` x,y, f c_y ublic Works2 blic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. ❑Not applicable (Circle one.) Comments: 51)cl BUILDING e>°dS WU 4v 'I-ices PLANNING &ZONING Reviewed by:, - /- Date: (G_9_ ( g TREE ADMIN. Second Review: 7Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: fir►, tied re(-J. 1 G(Lds« e l� PUBLIC UTILITIES r j PUBLIC SAFETY Reviewed by:/.. - ��--- Date: I O-1 7 - ( 3 FIRE SERVICES Third Review: Approved as revised. (Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 i rL�l r��, , ,, • 4- s CITY OF ATLANTIC BEACH /k 800 Seminole Road .4iiiip) .5 „ - -r Atlantic Beach,Florida 32233 �'orti REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS 1 0Rez i E3 - 0335 Date 10/15/18 Revision to Issued Permit X Corrections to Comments Permit# N/A Project Address 1549 Beach Avenue, Atlantic Beach, Florida 32233 Contractor/Contact Name C. F. Knight, Inc. Phone 904-387-6148 Email Description of Proposed Revision/Corrections: Permit Fee Due $ 1. Signed Energy Calculations 3. Product Approval List 2. Address Change on Floor Truss Submittal 4. DEP Documents Additional Increase in Building Value $ N/A Additional S.F. N/A By si nipg below,I (ht, C. Finley Knight, Jr. affirm the Revision is inclusive of the proposed changes. (A..,4,6 (printed name) 10/15/18 Signature of Co actor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Btritdiri� C -.4Wanning &Zoning Reviewed By Tree Administrator is Works , 1afitTltilitiM, .'Public Safety Date Fire Services CITY OF ATLANTIC BEACH 1 Al s 800 Seminole Road Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Z of Z Rcs ( e) 0"3-65 Date 10/16/2018 Revision to Issued Permit X Corrections to Comments Permit# N/A Project Address 1549 Beach Avenue,Atlantic Beach,Florida 32233 Contractor/Contact Name C.F. Knight,Inc. Phone 904-387-6148 Email _ Description of Proposed Revision/Corrections: Permit Fee Due$ Revocable Encroachment Agreement Manufacturer cut sheet for 50% credit on pervious pavers Topographic survey of water retention(furnished at C. 0.) Additional Increase in Building Value $ N/A Additional S.F. N/A By signing below,I C. Finley Knight, Jr. affirm the Revision is inclusive of the proposed changes. (printed name) 10/16/2018 Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments Net,/ Le,p c.15pctee p Department Review Required: PI.•- • : o • Reviewed By ree A.minis ra or _ ublic ' Wor ( 0 — , '7 — , ? .Pu lic Safety Date Fire Services OFFICE COPS' PERMITTED BUILDING DATA DO NOT WRITE BELOW - OFFICE USE ONLY Applicable Codes:6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft2) a S a-- Non-Habitable Space (ft2) .2 3 3 0 LAND INFORMATION: Zoning District 2 S- 7. Flood Zone Minimum FFE a 1 - -714 {Nth' vO BUILDING INFORMATION: Construction Type V. rs Occupancy Group (Z-eld.e A, P ;ur, S; r3L FF' v"`• �1 Number of Stories Max Occupancy Load Fire Sprinklers Required CONDITIONS/ COMMENTS: Rev. 2.7.2018 ?S Lip,- City of Atlantic Beach APPLICATION NUMBER ;� Building Department a GENE (To be assigned by the Building Department.) 800 Seminole Road 0 Atlantic Beach, Florida 32233-5445 f 0335 Phone(904)247-5826 • Fax(904)247 5 U L I U 2 `018 ii QQ -• t!0;tic - E-mail: building-dept@coab.us Date routed: n IIT — V City web-site: http://www.coab.us BY: APPLICATION REVIEW AND TRACKING FORM Property Address: 154a) 6 Ei\Q L-{ v o Department review required Yes No BuildingD Applicant: C , P . K m t G Ck`r `(� lanning &Zoning ree Administrator Project: 1\ f\D�L& pp, c_y (15-ublic Works .ibhc Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ElApproved. [enied. ❑Not applicable (Circle one.) Comments: BUILDING Plans +Do \afye- Last7-1:1.ck - PLANNING &ZONING Reviewed by. Date: /0-0-6, TREE ADMIN. Second Review: ['Approved as revised. Denied. I 'Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed b : Date:70—orri9 FIRE SERVICES Third Review: Approved as revised. ['Denied. ❑Not applicable Comments: Reviewed b • / //111All •ate:/ • 0460 Revised 05/19/2017 , . flECtIvE,ulCITY OF ATLANTIC BEACH 4 OCT 800 Seminole Road ...�{ r� 2018 Atlantic Beach,Florida 32233 � �.t ,• BY: REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Z, of a_ a515-0335 Date 10/16/2018 Revision to Issued Permit X Corrections to Comments Permit# N/A Project Address 1549 Beach Avenue, Atlantic Beach, Florida 32233 Contractor/Contact Name C. F. Knight, Inc. Phone 904-387-6148 Email Description of Proposed Revision/Corrections: Permit Fee Due$ Revocable Encroachment Agreement Manufacturer cut sheet for 50% credit on pervious pavers ITopographic survey of water retention ( furnished at C. 0.) Additional Increase in Building Value$ N/A Additional S.F. N/A By signing below C. Finle Kni.ht .tr. affirm the Revision is inclusive of the proposed changes. (printe• name) ---fiviiAu" 10/16/2018 Signature of Contractor/A ent(Contractor ust sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments /led i / r7 I' 62• c Department Review Required: Flom r4 o lave Bu _ ildi_ 40 base r-ci cls '---"'ji(7 YL‘e(oe e 'nning &ZoReviewey Tree trator ublic Works 'PribAcrUtiliti 4'< fgr--)PublicSafety D Fire Services APPROVED ECER i _ r4 CITY OF ATLANTIC BEACH A 'iiir) OCT 2018 800 Seminole Road .5 1 - x Atlantic Beach,Florida 32233 1.---01100- BY: _ REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS l CV" Z._. R s1E3 - 033s Date 10/15/18 Revision to Issued Permit X Corrections to Comments Permit# N/A Project Address 1549 Beach Avenue, Atlantic Beach, Florida 32233 Contractor/Contact Name C. F. Knight, Inc. Phone 904-387-6148 Email Description of Proposed Revision/Corrections: Permit Fee Due $ 1. Signed Energy Calculations 3. Product Approval List 2. Address Change on Floor Truss Submittal 4. DEP Documents Additional Increase in Building Value$ N/A Additional S.F. N/A By sini g below,I C. Finley Knight, Jr. affirm the Revision is inclusive of the proposed changes. (ii (printed name) Cry{ 10/15/18 Signature of Co actor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments FECI4A - DO ICU/1Q- +b l-(A5.°4 €1 F Department Review Required: /' // nn'tng &Zones 4�eviewed By Tree Administrator -PG61ic Wor Pu•..►.(IIilj.it. A--,--77.--#PUblic Safety Fire Services APPROVED • w Js r �.Ll �c f� CITY OF ATLANTIC BEACH s\ Department of Public Works f s) 1200 Sandpiper Lane v~ Atlantic Beach, FL 32233 ~4 J;tl�'' (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 10/12/18 Applicant: C. F. Knight, Inc. Permit#: RES18-0335 Email: dpresley@cfknight.com Review Status: DENIED Property Owner: Mr. & Mrs. William Cellar Site Address: 1549 Beach Avenue Email: bcellar@providencehomesinc.com THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: • A Revocable Encroachment Agreement must be submitted. • Provide manufacture cut sheets for 50% credit on pervious pavers. • Provide a topographic (TOPO) survey of water retention area. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814)to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of Way Permit is required if using right-of-way for construction parking. • All runoff must remain on-site. Cannot raise elevation. • Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. • Pervious pavers must be used to receive 50% credit. Page 1 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0335(C.F.Knight).docx Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Page 2 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0335(C.F.Knight).docx t4 . By: S/W rJImo s Date: 10/10/2018 rs Public Works Department City of Atlantic Beach Permit No: RES 18-0335 Address: 1549 Beach Avenue Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 17,560 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd"C" Impervious 5,490 17,560 1.00 0.31 Pervious 12,070 17,560 0.20 0.14 Runoff Coefficient(C)= 0.45 Runoff Volume V= 0.45 x 17,560 x 9.3 / 12 V= 6,126 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 17,560 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd"C" Impervious 8,498 17,560 1.00 0.48 %ISA= 48.4% Pervious 9,062 17,560 0.20 0.10 Runoff Coefficient(C)= 0.59 Runoff Volume V= 0.59 x 17,560 x 9.3 / 12 V= 7,991 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 7,991 - 6,126 DV= 1,865 ft3 Retention MASTER WATER RETENTION 10/10/2018 ,,:o..AJ,./-,..4., _s uA Comp. By: S/W -' s Date: 10/10/2018 T5 z j ,.* Public Works Department City of Atlantic Beach Permit No: RES 18-0335 Address: 1549 Beach Avenue Provided Storage: Elevation Area Storage (ft) (ft) (ft3) 9.0 200 0 BOTTOM size 20 X 20 10.0 1,344 772 TOB size 42 X 32 Elevation Area Storage (ft) (ft2) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Elevation Area Storage (ft) (ft) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A*d*pf A=Area= 1344.0 d=depth to ESHWT= 6.0 pf=pore factor= 0.3 Inground Storage= 2419.2 ft3 Required Treatment Volume= 1,865 ft3 Supplied Treatment Volume= 3,191 ft3 Retention MASTER WATER RETENTION 10/10/2018 • ieb )• n� U t,� •ri c) I �� � \ if Co \ • \ \ \- \\: ' '''k 81 ikil \\\ ti �S \k. 14 J IkS ‘1.' N, '1 \*. ‘N. . . '`.7!. 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L...v '::;;`•$ ;:ry} �: I I ll - {' 5.1 �-- .y s. 7C.6' ,J( !.ice®- ��r7� s41F� '�\' di •rit:' } {e, __ • i i° LJ tin.I NMI"' , ', r j2z9 Iill',„s ' 4 ii�• I 1 1011. 1 j • is tl- <sf.irl ►_mi aI '. In—wt.- _. ti. ,i, I ]: I 1 `n, • CJ V] cn .d I �� c� ri 1 I rt ill_' 1aA a. (7 • 1,3 t_J-i,AEI I Il li I, m'gEN...ro JJq27.6 i> 1 UI ° tot 113S��S,® �rB „a'O I , ° ' ...f. II! I h1 I II (! 71.11,,`1. ♦1�� 1 i 111 I ,iii dy+$ •.+• al In.�it,i 11�a =_ '',i „3, li V. 1-i i'? v I 1 II Le _ •gm' I 111 yp�p�� [z 11 F ,r I 1 oa' . niil -v. Ia r ..n • d 11 attealz, ..- --;-1Lt t�Ui J«51 ;..—.. ' ::::'-.1111111'1,11 'IiIi ail]]IJpP0.„y 9'Y��4. 11y, J_.._ 1 .. xin.'n'. ,'i:o1 .p _ ,.. : I • ..I f)1 �, 1.� _ °. 1 j.. r ,t`,_f__ -i2Ilif,9W6 1 I ..•r.11:-.4.1,........t.11: -ywaw o f-777..' .111 •'I l ' n�l.k/ j �— II . .Ivor v�av�w • 1610,1 1 7 , if!):! 1' \i, .KW.•, ‘:',,',4,A v.,,, ;a-.. „s -ate• �"e"L0- •t l�E� I ��; lii :'r' 1. J Ili Hil ( ,:4 �.ti0 11 4:•1: •J5 nl (1 ) • :301.3,0°Nall”' ••,,. .,••.',•I,.,. - • . • -?,.._......1-_.___Avd aad••t91>Inu'IE;w enn� — � �• Yititi1�•• 'Yi.'y'Y��;':'t4`r`rYNY�: _ -. ....._ _ - __ - Agr1 10 l N0:3 2ir• ,:�:C p<C/�.{•—.::.-y. !_.. . .. 11Y 7 L{ iEl�rlJ3_1J 4UlS) s40 JAMES W.DUPREE ID.AIA FLOPi0010362 1 ? La c, tv ',1•;`1 ' E CELLAR BEACH HOUSE JAMESEIDUPREE ARA L CHITECT PA Y°iY , C m yEI 1549 BEACH AVENUE FLORIDA LICENSE AA266M139 s o �y 200 FIRST STREET,SUITE 2116 m ATLANTIC BEACHJLORIDA NEPTUNE BEACH,FLORIDA 32266 j, PIL904.247-7072 FR:904.24641402 t i 1 LAN CITY OF ATLANTIC BEACH \55 Department of Public Works 5-) 1200 Sandpiper Lane 6 Atlantic Beach, FL 32233 !-• (904) 247-5834 PUBLIC WORKS REVISION PLAN REVIEW COMMENTS Date: 10/24/18 Applicant: C. F. Knight, Inc. Permit#: RES18-0335 Email: dpresley@cfknight.com Review Status: DENIED Property Owner: Mr. & Mrs. William Cellar Site Address: 1549 Beach Avenue Email: bcellar@providencehomesinc.com THIS PLAN REVIEW (AND REVISION) IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: • A Revocable Encroachment Agreement must be submitted. ED • Provide manufacture cut sheets for 50% credit on pervious pavers. gam / c PUBLIC WORKS CONDITIONS OF APPROVAL: ! v (The following comments will be printed on your permit as Conditions of Approval) • All concrete driveway aprons must be 5" thick, 4000 psi, with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of Way Permit is required if using right-of-way for construction parking. • All runoff must remain on-site. Cannot raise elevation. • Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. • Pervious pavers must be used to receive 50% credit. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 Page 1 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0335(C.F.Knight-Revision).docx Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Page 2 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES18-0335(C.F. Knight-Revision).docx ,LTi.i.v.ref, City of Atlantic Beach APPLICATION NUMBER (4' Pr , Building Department (To be assigned by the Building Department.) 800 Seminole RoadQ Atlantic Beach, Florida 32233-5445 r� I Es r E2j _ 033S Phone(904)247-5826 • Fax(904)247ftECEIVEJ 5 OCT 0 2 208 ( o E-mail: building-dept@coab.us Date routed: / Cit web-site: http://www.coab.us Y P us BY:__ APPLICATION REVIEW AND TRACKING FORM Property Address: 1 S4 Q) 6 F l,, v E Department review required Yes No (� Buildings C" Applicant: C , . I{U l G l-•�`T 1 `� lanning &Zoe C Tree Administrator \ Project: - & S (DGLC. l- � I Lam/ (15-ublic Works blic Utilitie Public Safety Fire Services Review fee $ 5o=' Dept Signature ) Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPL ATION STATUS Reviewing Department First Review: Approved. ❑Denied. /� ❑Not applicable (Circle one.) Comments: I ,�. BUILDING QL ICIAS-tDO 'RI, D A�sKcicl'" d`�o e PLANNING &ZONING Reviewed by: 0•---- --- Date: /0 -3—IK TREE ADMIN. Second Review: A roved as revis- . ❑ pp ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by:_ Date: FIRE SERVICES Third Review: (Approved as revised. ['Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 El R I ,� !� OCT 201$ CITY OF ATLANTIC BEACH r A800 Seminole Road BY: Atlantic Beach,Florida 32233 1-Jiiii) REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS 1 01= R 1E — O33 Date 10/15/18 Revision to Issued Permit X Corrections to Comments Permit# N/A Project Address 1549 Beach Avenue,Atlantic Beach, Florida 32233 Contractor/Contact Name C. F. Knight, Inc. Phone 904-387-6148 Email Description of Proposed Revision/Corrections: Permit Fee Due $ 1. Signed Energy Calculations 3. Product Approval List 2. Address Change on Floor Truss Submittal 4. DEP Documents Additional Increase in Building Value $ N/A Additional S.F. N/A By si nir�g below,I C. Finley Knight, Jr. affirm the Revision is inclusive of the proposed changes. / (printed name) ihti 10/15/18 Signature of Co actor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department P P Revision/Plan Review Comments r (Gm 'bo (a►r5Qr-b LasE�/-�"c Department Review Required: i 1 din � ring- &Zoning > Reviewed By ree Ad ' 'stator Publ' illtie— /o 'if—/ ec .Public Safety Date Fire Services �;}s o :_ , \ OF ATLANTIC BEACH li 800 Seminole Road A)s OCT 1 � 2018 Atlantic Beach,Florida 32233 D BY: REVISION REQUEST/CORRECTIONS TO PLAN REVIEWCOMMENTS Z ©l% a R, E,S t e,,-o'5 35 Date 10/16/2018 Revision to Issued Permit X Corrections to Comments Permit# N/A Project Address 1549 Beach Avenue,Atlantic Beach,Florida 32233 Contractor/Contact Name C. F. Knight, Inc. Phone 904-387-6148 Email Description of Proposed Revision/Corrections: Permit Fee Due$ Revocable Encroachment Agreement Manufacturer cut sheet for 50% credit on pervious pavers Topographic survey of water retention (furnished at C. 0.) Additional Increase in Building Value $ N/A Additional S.F. N/A By signing below,I C. Finley Knight, Jr. affirm the Revision is inclusive of the proposed changes. (printed name) 10/16/2018 Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) /e!/ Approved Denied Not Applicable to Department Revision/Plan Review Comments PIANS '11)0 tOtY59.-4c La SIWA.C112.. Department Review Required: . ildirp"') CZ 6 -----2- (---- ening &Zoniii-0 Reviewed By Tree Administrator 9- Public Sa ety Date Fire Services City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT r- ,} 902 Assisi Lane 1, Jacksonville, FL 32233 (904) 247-5834 NEW WATER / SEWER TAP REQUEST Date /0- 3-i V Service Address /5V7 /70,04 A/t Number of Units I Commercial Residential Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Billing Address City State Zip Phone Email Applicant Signature CITY STAFF USE ONLY Application # ( 8 -033,5-- exsisni/So /4)." Water System Development Charge $ Sewer System Development Charge $ Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ (2 OC) Other $ TOTAL $ -? (Notes) APPROVED Date Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED . La � !�. REVOCABLE ENCROACHMENT AGREEMENT ir REVOCABLE ENCROACHMENT AGREEMENT by the City of Atlantic Beach. Florida,a municipal corporation organized and existing under the laws of the State of Florida.hereinaller referred to as"CITY"and William J.Cellarof Atlantic Beach, Florida, hereinaller referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach. This work is generally described as Construction of Single Family Residence at 1549 Beach Avenue . Any facility maintained, repaired. erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30)days' notice by CITY to USER,said notice to USER shall be given by certified mail, return receipt requested,to the following address 4901.Bel(oft Road, Suite 140,Jacksonville,Florida 32256 a in the event it is necessary for the CiTY or the City's approved representative or other franchised utility to enter upon the above described casement or property of the CITY,the USER shall replace at the USER's sole expense. any and all material necessarily displaced during the action of maintaining,repairing,operating,replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other lend use and code requirements of the CITY,including City Code Section I9-7(h) which stales"Driveways that cross sidewalks:City'sidewalks may not he replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER,prior to making any changes from the approved plans and/or method,must obtain written approval from the City of Atlantic Beach Public Works Department, for said change within 30 days after the day et-completion. • This permit shall inure to the benefit of,and he binding upon,the USER and their respective successors and assigns. • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of easements,public right- of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed r the USER / / O - . .. _ __ __ Date / r1 - .1 . i , Property Owner/Ven » _t(signed-in .resence of Notary Public) STATE OF FLORIDA.ume C U Y OF Dlged L this L yG� / p�The fore coin= iJnstrument was acknowled red this � day of 20 ! a by //.¢i I I. 1// . who personally appeared before me and (printed name of Signer) acknowled,ed that he/she signed tl . instrume t voluntarily for the purpose expressed in it. t 40&. S /1(-.e Signature of Notary Public,State of Florida Personally Known _ / Q,,m,., TERESAG000ROE epartme nt Approval: " `- rmh MYCOMMISSION i{GG211213N. Produced Identification(type) "• ��'�•`e:5 EXPIRES:July 8,2022 .' rr i°.`•-BonrWddlbw Notary Public Under 1itQrs , s • / �l //, Scot *"F7 . Public Wo!' 'rccior 0:\Public Works\ADMIN\Revocable Encroachment Agreement.doca Revision Dale:8/31/18 Cellar Residence 1549 Beach Avenue Off Street Parking Area Permeable Paver TrueGrid 1 'FttEGRJD©MADE IN ._ 1-855-355-GRID (4743) True to your project.True to the environment. U. S. A. • TRUEGRID® ECO Manufacturer's Product Specification Sheet Dimensions: 24"x 24"x 1" (4 sq/ft) Pre-Assembled: 16 sq/ft per layer(4'x 4'sheet)(4 grids per layer) Cell Width: 3-2/16" Weight: 2.53 lbs Porosity: 90% Compressive strength: Over 6,000 psi when filled. • • Material: Recycled High Density Polyethylene(100%post-consumer) Color: Black with UV Stabilizer • Temperature Range: Dimensionally Stable for-5.8F to 194F Moisture Absorption: .01% I Environmental Compatibility: Nontoxic,harmless to plants,animals,and microorganisms. Inert material, groundwater neutral Installation Speed: 1000 sq/ft per man hour • Other features of TRUEGRID • Highly resistant to oils,gasoline,acids,salt, ammonia,and alcohol • Maybe saw cut • Patented design yields ultimate hoop strength • Circular elements provide multi-directional crush and shear strength • Flexible links allow expansion and contraction depending on environmental conditions • Built in X-Anchors allows weight of filler to hold grid down without any extra staking • Interlocking connectors • Page 1 TRUEGRID Pavers: 2500 Summer St.,#3225,Houston,TX 77007 1-855-355-GRID (4743) True to your prolect.True to the environment. U. S. A. Ground Preparation: Depends upon site condition and local conditions. Suggested Sub-base: Gravel/sandy soil mix(60/40) (or similar). %"and under diameter clean/washed,angular gravel(or similar). Depth of this layer should be a minimum of 4"-6".Deeper for heavier applications. For additional drainage,increase depth of sub-base. Class 2 road base(crushed concrete or similar)is also a typical sub-base material. • Level and compact sub-base before laying TrueGrid. • Installation: Layout and snap together pre-assembled sheets. (4 pcs per layer=16 sq/ft) If body weight does not level the grids,use plate vibrator or heavy cylinder to level. Backfill: Any angular or round medium may be used. Fill cells with filler of choice. 1/2"—%"diameter typical. • TRUEGRID maybe cut onsite Angle grinder,circular saw,compass saw, or • Pre-cutting is not required handsaw are all options for cutting-TRUEGRID. Delivery: • • Pallet content: 672 sq/ft=.42 layers per pallet= 168 pcs • Pallet dimensions: 48"x 48"x 48" • Approximate pallet weight: 472 lbs • Truckload: 48 pallets or 32,256 sq/ft Hoop Strength Hi-Impact (4..4 ges`n HecycledPolymer f 4 4 For more info on TRUEGRID l : ''4110,*,41110'‘.7*._*. Please visit our website: iorrgi �"�►7e` ,. ', 0 S-Flex Joints 11 a lijitct'14 Air /Amp www.truegridpaver.com '411110. Ig° 3 Point 1 X-Anch or '°41111r locking Tabs • • \ :k -1 1 •r ®:40 41 Page 2 TRUEGRID Pavers: 2500 Summer St.,#3225,Houston,TX 77007 • (� ; I- 1 I 2 I 3 I 3 I S I 6 I T I 1 :-1 NOTES: v 1. SUB-BASE DEPTH AND PREPARATION IS DEPENDENT ON SITE CONDITIONS PLUS LOADING REQUIREMENTS. 41 a 2.TYPICAL SEEDING OR HYDROSEEDING METHODS FOR GRASS GROWTH ARE ACCEPTABLE WITH TRUEGRID. ! •~_ kill 411 MS A 3. SOD CAN BE LAID ON SOIL FILLED GRID FOR IMMEDIATE GRASS(TYPICAL FOR FIRE LANES) `L► .'- 4 •.- 4. FOR.HIGHER TRAFFIC INSTALLATIONS,RECESS SOIL LEVEL WITHIN TRUEGRID AND SEED OR _ ►•,� i►•A. A PRESS IN SOD SO THAT TOP OF GRID IS AT SOIL LEVEL - Ilk5.GEOGRID MESH OR GEOFABRIC MAY BE REQUIRED BETWEEN SUBGRADE&SUBBASE Ils • ' ►- FOR CERTAIN SOILS AND SITE SPECIFIC REQUIREMENTS. b. Ili;'' .11'..- �`• 6.FILTER FABRIC MAY BE REQUIRED BETWEEN TRUEGRID AND SUB-BASE MATERIAL IF HIGH 4b1"0 - ... 1"• ift - VOID RATIO IN SUB BASE MATERIAL(EXAMPLE:UNIFORMLY GRADED ANGULAR STONE/1757 OR SIMILAR). ►• • '► 4I► 7..TRUEGRID ECO PRODUCTS ARE SUFFICIENTLY RATED FOR LOW TRAFFIC H•20MS-20 LOADING. • "- 8. NO STAKING TYPICALLY NECESSARY WITH TRUEGRID ECO. �?�ti:.�. 9. FINAL ENGINEERED CROSS SECTION AGGREGATES AND DEPTH SHOULD ALLOW FOR EXPECTED INFILTRATION RATES, STORAGE CAPACITIES,OUTLET FLOW RATES,AND OTHER SITE SPECIFIC CONDITIONS AND LOAD REQUIREMENTS. a 10.THIS CROSS SECTION IS FOR INFORMATION ONLY. TRUEGRID BLOCK REFERENCE VIEW • PREASSEMBLED&DELIVERED 6 IN 4'X 4'SHEET.RECONFIGURED AS NEEDED.NO EXTRA TOOLING B OR ACCESSORIES REQUIRED sUB-BASE OIL RECESSED TRUEGRID PERMEABLE c RASS • UNIFORMLY GRADED ANGULAR STONE FOR DENTENTION 1/B"-1/4"FROM PAVING SYSTEM (SEED OR SOD) CONSIDERATIONS(#57 STONE OR SIMILAR) ADJOINING FINISH TOP OF GRID • COMPACTED SANDY GRAVEL ROAD BASE(OR SIMILAR) GRADE TRUEGRID • RECYCLED CRUSHED CONCRETE ROAD BASE(OR SIMILAR) SURFACE FLUSH OR -0 I SUGHTLY RECESSED i �Ese • • • • • • • • • • • •• • • •it �i� i 'i'ii=• i- _ _ _ _ - _iiiiielnit*- •••••••••••••••••••••••••••••••••••••••••••••••••••••.•••••.•••••.•.•.•.•••••••••••••••••••••••••••••••••••••••••••••••••••••� III •�.••••••••�•••�•••�•�•�•••••••••••••••�•••�••• ••�•.•_•_•_•.•-•_•_•_• • • • • • • • ••••• • • • 0 • 00•• • • • • • • • • • •/ .174144.•.•.•.•.•.•.•.•.•.•••••••••••••••••••t SAND/GRAVEL BASE MDC COMMON 1••••••••441.114144/0.44044.441444.41414444111;� • • •• • • •• • • • • • • � • • • • • • •• II • • • • • • •• • • • • • • ••• • • • • • • • • •••••••••••••••••••••••••••••••••••••••••••••1 WITH GRASS FlLLAPPLICATIONS 6•0••••••••••••••••••••••••••••••••••••••••••••••••• c 014.49.10.40:4440:44440:404,494.00.0011 40%VOID SPACE FOR DETENTION IN 1�•.•.•.•.• ..•.•.•�•.•.•.2.•.•.•.•.•�•i i•�•f i i •••••••••••••••••••••0000000000"CLEAN,UNIFORM,ANGULAR BASE STONE int o• •1••Irmo opin piloN s zein •ie: c �• ••0 0 040000000 0 4. •:••00••••i•i•••i•i i i i• ••iii•%i•••0000~4 �00.10 ii 60.000 �� _f !l!!!!f!!�!!!!!!!�• I t ! l t i t• • t •�• e-n=n,u^H-n�u-n-Nn-u-u-n-n�-H-11..11-H_n_n-n-r..,1-11-a-L-Ti 11-ihi-L,-.t1-A it-li Ti-n,TI-loll-l�L TRT 1�T�T1 1hTRTI�n 1�1-1�'I�Ilsll-l��!,.Ile-'ll-� -11=11=11=II=11=I1=11-11-II-11-11-11-11 11-II-11WEig 11-II-II-II-,11-11�11WAW 11-11 II-tt-II-lm4111`�Ih11=11=11=11=11=I - __ - - - - 0 -•-- - - - - M _d/ 1 II 11111 II. i1-11-II-II-II'-Ihll-11-11-11-11-II-II-N--II-II- =11=11 tt r.m=u711=I1:n-- =1f 0=11CI��11-1-11 11 f*.11.-17.11,:=1M1.1wAi 11=11=11=111110IIdI1G111 11,,1111=11=11=11=11=11111=11=1=11=11=1L=11=1 G= -_-- - 11=11 11=11 11. 111.11=11-11=11-11=.11 11=.11=1111II 11111=11=11=11=,x11=1.0,4111=11�II=11=11=11=11x11:11 1 11=11=1111=11 111.-41==1G = _ II. I-0 II-II-II-0=11=11111 11-11=9 7 11=II-II-II-II-II_II=11=11=11=11=IlcII-11111=II-11-11=11;IIdlI=IIII^IL-11=I1d11=11=11'-'11=11-II^11=U=11=11=11h-11=11=11-'11=11=11=11=1111'll�llll I1 II II"U�II 11. �I=11-11=11=11=II-11-11=/� -11=11-11=11=11=11=11=.11=11=11=11=11=11=II=11=11x11-11=11=11=`I=11=11=11=11111111K11.-11=11=11=11=11=11=11111=11=11=U=11=11=11=11'-11`-11=11=1i= II II II-1=11=11=1h11=11=11-II-11=11=11=1y�// 11=11=11=.1111111=11=11=1L=11=.Ih11=11x.11=11 11=11-1-11 II 11411-11�II-II-11-11-1A11=.11=11=LL 11L=11 Jhll 11=11�Ih=_ __=11-11=11=11r,11.,11^II=11=11=11=11-II-II-II_t �� . PREPARED -- - - - II 11 11 II 11 II ILII V 11. II 1111#8.-8=11.=11111=11-11-IL-1 oR GEOD MESH SUBGRADE II III IL�I1111RIi=11 11.11111 11.,11„R„11.IL,,.II„II„II;IhI__I„IL 11, „11„II„I1g11 'll.=Jl 11 11=,11=`L=,11=,I1=,11 IL�11.�JI=11.;.11:-11.=141111 1h11 11 Il 11.=11 11 II„IL R U11i=11=11=u-11=.11=11=11= JL IL II Il 11 II11= 11-8=11=.IL=u-U=11=11-1� OR GEOFABRIC 11=8=11- 11'=-11-=8.11=1 1-11=11=II=11=11=8=U-11= OPTION LOCATION: ntt M=M 11h- FOR PRICING OR ORDERING:CALL 1-855355-GRID(4743). IN STOCK. FACTORY DIRECT i1=n=u u=u-u=11_i1=i SFS NOTE#5 11 11 II 11-1I 11 11 h-n r 1.1.,r-u-II-.II-Ar-uF.., I-11=11-11-11=11=U=111=1 _ , n�u-,u-u-u-u-u-�nn-ur-ua-erg-�r-u- u�u-u-r'-n-ir, u-m-u.-u-u-u-11=11=11=11-11=11=11 1==1 =11=-11.�I111 i1 11�I11�111�,11#11II111111 8 1'1'-11-Ih-11=11-11�-,11=LI=11=11=11=11=31=11=11=11=11=1L=11=11=11-41 .11�I1-41=11=1L=11=11=11=11-11=.11=8=11=11=11=1118=11=.11=11=11=_ _ _ _ _ - Ig 11-II AVW.11=.11-11 II-11111111-II-11=11=II-11-IL tt-AWAWII-1L=11x11-U-II--II-U-11=U=11-II-11=11=IL=II-II-II=II-11=II-1111111111111111111111�IIIH1 A -II-II-If-II-11-II-II=IICII-II-II-IIJI-II-'If 11-II�11-'lI-II-II-II-II-11�I1^II-II-11-11-11-II-11-11=II'=II-11"II-11-II-II-II-11-11-11-11-11-11-11-II-11-II-II-Ihll11-11-if-II-II-II-II' Ilc APPLICATION EXAMPLES: GRASS FILL-HEAVY LOAD 1-855-355-GRID(4743) CLIENT!PROJECT tt 7 A �I.EGRID' D DRIVEWAYS MAGE IN moiuroJscnrr°i RV PADS M--*,Mor AAM.A"°R NRIRNADON D OVERFLOW PARKING ,,,,rtumatt:mmi.1wno uct •-. .. 0.100.110.1 mu {lyq Dn>aen TRUEGRID U. m MMUM OISS,AOO®FD•HORABIBTCH JT JT OW 52111017 0mune runawrrmammar,n,rt a."..• rm GRASS FILL BEI/ U. S. A. JL°"1' ° HEAVY LOAD CRAM OIMED MPIRMO M E w ea.... 4 yo nEvlaw TRUEGRIDPAVER.com °Do a�wa toj -� CAM m1•a 0 I TS.EE0.9RS+IL m 1 I 2 I 9 I I ,am¢ zone a l I Aar Iar 4 5 6 I B J Cellar Residence 1549 Beach Avenue Driveway to Guest House Permeable Paver CUBE WEIGHT: 2200 LBS Turf Block PERMEABILITY: 40% TURF BLOCK PHOTOS r `� \ �, a -40100111* .y. 'may-^= = \ h- ' ,4 Y :;”- .:`s sem"s.:• ' ;: „s— 1 l 1`r' : • PERMEABLE PAVERS ND. 4X8 PERMEABLE MANAGE STORMWATER RUNOFF fr Iw,.pu.p<: .•.e' — --- __ p, _ - . • Thwaress u-.r pawns filiTrernrons Green Collection offer aesthetic beauty,ant.engineered quality,while positivelycontrNullng to the surrounding environment.These I - } aF act-G..6: ss specially, designed pavers will reduce or eliminate storm water run-off and decrease flooding.while returning rainwater into the natural water table. Cub.w.qm: 3300 In r -` In addition,Permeable Pavers also provide a sturdy paved surface for vehicular and foot trafficn in parlcng areas.low volume roadways,driveways, Pe estate- 956 1- -0;: patios,and walkways. .. „rte Ervlronmental Benefits of Psrmaable Peve[g (— •Surface Water Management Storm water drains back Into nurture soil,recharglne groundwater supplies and AQUA PAVER reducing storm water run-off -- ' :.�• _ - •Reduce Landscape Irrigation Demand ^ J•�}/ alm.rr.lerar sue--ta „, Recharges groundwater supplies - i Tw<lmM[; a.ur lsae ml h sF per cub.. 9i •Minimize Local Heat Island Effects .j(y� ' r�r Permeable pavers are available In colow that have high SRI values which in tf'^ 4 cw.w.loee z.ss e[ turn help reduce Heat Island Effect Awa P.m* �: ••� .jam P2nr..mly. acts The amens or Permeable Pavers ore wet documented.and their use by desleners Is encouroged.The Untied States Green Bonding Council(USGBC)racogrsnes s r' ene • Permeable Pavers es a Best Management Practice MP)to control quality and quantity of Sior mvater Ru-rM The USGBC Leadership In Energy and Environmental ..IB DesgnpyEDa7 Green Bu�dingg RaWg Sy$termpcn deE'Q vale of credits for projects that lnmrporate Permeable Paver Systems. � SF RIMA i t11JJ 1--l�fitQ�1.1f7T�5e�1��'.1�dli);�' _ r 7a+.a.rfli•.-rim+dir:dr, r,L t7F;r' ',k - • ^ olm.m[mns- e'.r 1"."1::.n<o'm9" ... 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( • •' '1 •.:Il 1� f1 1 1 C11::stQ••. 2,•:•:.;•;:L;•;•...,•:•.,./........,!...1f.:4:• F A f T J1 .12 ON 17r<d� •,r�. J.1:Tr:%::.4• !Lr :.: _), :tN1'I lU ttNo:, t'HUISUH3 ■ +�' - _..... .........._._.....Yw4jV .�f;ji?:IT$iiliii ,55t6 82. > 0 JAMES W.DUPREE III,Ali p A - - N •N m ' E CELLAR BEACH HOUSE )A),IFSDUPREEARCHITECT PA X FLORIDA LICENSE:AA26001139 'eR Y Y 7 O 1549 BEACH AVENUE 200 FIRST S7REET,SUTTE 206 . ATLANTIC BEACH,FLORIDA NEPTUNE BEACH.FLORIDA 32266 111904-247.7072 FC:90+2464402 • • OSP+rr °� �'•, STATE OF FLORIDA ° DEPARTMENT OF ENVIRONMENTAL PROTECTION Division of Water Resource Management 2600 Blair Stone Road—Mail Station 3522 ° Tallahassee,Florida 32399-2400 eiNPoitei PERMIT NUMBER: DU-530 PERMITTEE William J. and Joanne H. Cellar OFFICE COPY c/o Kevin Partel,President Coastal Consulting&Restoration,P.A. 4230 Myrtle Street St.Augustine, Florida 32084 NOTICE TO PROCEED AND PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053,FLORIDA STATUTES FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line that are indicated in the project description, was filed by the applicant/permittee named herein on March 7, 2018, and determined to be complete pursuant to rule on March 7, 2018. The proposed project is to be located landward of the 30-year erosion projection. There is no uniform line of construction established by existing major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons,the Department finds that upon compliance with the permit conditions,the activities indicated in the project description of this permit are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; and that the work is expendable in nature and/or is appropriately designed in accordance with Section 62B-33.005, Florida Administrative Code. The direct and cumulative impacts to the beach and dune system that will be caused by the seaward location of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of the proposed structures approved pursuant to this permit. Based on the foregoing considerations,the Department approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans and the General Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Section 161.053(4),Florida Statutes. EXPIRATION DATE: June 4, 2021 LOCATION: Between approximately 250 feet and 335 feet north of the Department of Environmental Protection's reference monument R-47 in Duval County. Project address: 1549 Beach Avenue,Atlantic Beach. PROJECT DESCRIPTION: Two-Story Single-Family Dwelling 1. Location relative to control line:A maximum of approximately 139.4 feet seaward,as measured to the northeast corner of the lanai. 2. Exterior dimensions: Approximately 87.3 feet in the shore-normal direction by 68.0 feet in the shore- parallel direction. 3. Type of foundation: Pilings. PERMITTEE: William J. and Joanne H. Cellar PERMIT NUMBER: DU-530 PAGE 2 4. Finished Floor Elevation: +21.7 feet (NAVD) for the dwelling and +17.5 feet (NAVD) for the landward attached garage. Swimming Pool with Attached Spa 1. Location relative to control line: Approximately 155.4 feet seaward. 2. Exterior dimensions: Approximately 43.5 feet in the shore parallel direction by 13.2 feet in the shore- normal direction, including the rectangular spa at the south end. 3. Type of foundation: Piles. 4. Deck elevation of swimming pool: Upper deck is at+21.3 feet(NAVD)while lower deck is at+19.4 feet(NAVD). 5. Bottom elevation of swimming pool shell: +16.1 feet(NAVD). 6. Maximum depth of swimming pool: 4.0 feet. 7. Total volume of excavation: Approximately 21 cubic yards. Excavation/Fill 1. Total volume of excavation: Approximately 229 cubic yards. Volume of net excavation: None. All excavated material will be used on site for fill. 2. Location of excavation: From approximately 0 feet to 155 feet seaward of the control line. 3. Volume of fill to be placed: Approximately 765 cubic yards, including approximately 536 cubic yards of imported fill. See Special Permit Condition 4. 4. Location of fill to be placed: From approximately 50 feet to 214 feet seaward of the control line, including areas east of the pool. See Special Permit Condition 2. Other Structures/Activities 1. Demolition. See Special Permit Condition 3. 2. Paver pool deck,varying in width from 3 feet(shore-normal)to 15.7 feet(shore-parallel), extending a maximum of approximately 163.2 feet seaward of the control line. 3. A paver driveway on the northwest corner of the property. 4. A paver walkway along the north side of the property, connecting the driveway to the pool deck. 5. A landward paver walkway to the entrance of the dwelling. 6. A 6-foot high CMU privacy wall along the south property line, extending approximately 68.8 feet seaward of the control line. PERMITTEE: William J. and Joanne H. Cellar PERMIT NUMBER: DU-530 PAGE 3 7. A 6-foot high CMU privacy wall along the north property line, extending approximately 125.4 feet seaward of the control line. 8. A 4-foot high aluminum pool fence along the north, east, and south sides of the property, extending a maximum of 214.4 feet seaward of the control line,out to the existing buried concrete bulkhead. 7. HVAC units and pool equipment along the north side of the dwelling. 8. A circular fire pit located on the north end of the pool deck. See Special Permit Condition 5. 9. A landward storm water pond on the southwest corner of the dwelling. 10. Landscape plantings. 11. Exterior and pool lighting. See Special Permit Condition 6. SPECIAL PERMIT CONDITIONS: 1. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Department to establish an understanding among the parties as to the items specified in the special and general conditions of the permit. The proposed locations of the structures shall be staked out for the conference. Contact Trey Hatch at 904/655-1765 or trev.hatch@dep.state.fl.us to schedule a preconstruction conference. 2. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected along the seaward work limits. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative of the Department. 3. All rubble and debris existing on the lot or resulting from new construction shall be removed and disposed of in a location landward of the coastal construction control line. 4. All imported fill material shall be obtained from a source landward of the control line and shall consist of sand which is similar to that already on the site in both grain size and coloration. This fill material shall be free of construction debris, rocks, or other foreign matter. A sample of the sand shall be provided to the staff representative of the Department during the preconstruction conference. 5. The fire pit must be fully shielded such that the flame is not visible from the beach during marine turtle nesting season. If any of the lights or the fire pit flame become visible from the beach or disorient nesting or hatchling sea turtles at any time,they must be modified such that they are no longer directly visible from the beach. PERMITTEE: William J. and Joanne H. Cellar PERMIT NUMBER: DU-530 PAGE 4 6. All lighting shall be installed and maintained as depicted in the approved lighting schematic. All fixtures on the seaward and sides of the dwelling shall be shielded and equipped with black baffles. Underwater pool lighting shall be amber or red LED or equivalent and provide no more than Y2 foot candle per square foot of pool surface area. There may be a decrease in the wattage of each approved lamp and a decrease in the total number of each approved fixture without submitting a modified lighting plan for review and approval. However, if a fixture or lamp is changed to a different type, manufacturer or catalog number for any reason, or if the location of any fixture is changed it shall be submitted for review and approval by the Department prior to installation. No additional permanent exterior lighting is authorized. 7. Permittee shall submit compliance reports as specified in Special and General Permit Conditions of this permit. General Permit Conditions 1(q), 1(r), and 1(s) pertain to written reports which must be submitted to the Department of Environmental Protection at specified times.The forms for the reports: 1(q)Periodic Progress Report(DEP Form 73-111), 1(r)Foundation Location Certification(DEP Form 73-114B),and 1(s)Final Certification(DEP Form 73-115B)are available by clicking on the following link http_//www.dep.state.fl.us/beaches/forms.htm#CCCL. Each form may be submitted electronically. The periodic reports are due in the office on a monthly basis. No progress reports are required until such time as construction activities have started. GENERAL PERMIT CONDITIONS (1)The following general permit conditions shall apply,unless waived by the Department or modified by the permit: (a)The permittee shall carry out the construction or activity for which the permit was granted in accordance with the plans and specifications that were approved by the Department as part of the permit. Deviations therefrom, without written approval from the Department, shall be grounds for suspension of the work and revocation of the permit pursuant to Section 120.60(7), F.S., and shall result in assessment of civil fines or issuance of an order to alter or remove the unauthorized work,or both.No other construction or activities shall be conducted. No modifications to project size, location, or structural design are authorized without prior written approval from the Department.A copy of the notice to proceed shall be conspicuously displayed at the project site. Approved plans shall be made available for inspection by a Department representative. (b)The permittee shall conduct the construction or activity authorized under the permit using extreme care to prevent any adverse impacts to the beach and dune system,marine turtles,their nests and habitat,or adjacent property and structures. (c)The permittee shall allow any duly identified and authorized member of the Department to enter upon the premises associated with the project authorized by the permit for the purpose of ascertaining compliance with the terms of the permit and with the rules of the Department until all construction or activities authorized or required in the permit have been completed and all project performance reports, certifications, or other documents are received by the Department and determined to be consistent with the permit and approved plans. (d)The permittee shall hold and save the State of Florida,the Department, and its officers and employees harmless from any damage,no matter how occasioned and no matter what the amount,to persons or property that might result from the construction or activity authorized under the permit and from any and all claims and judgments resulting from such damage. (e) The permittee shall allow the Department to use all records, notes, monitoring data, and other information relating to construction or any activity under the permit, which are submitted, for any purpose necessary except where such use is otherwise specifically forbidden by law. PERMITTEE: William J. and Joanne H. Cellar PERMIT NUMBER: DU-530 PAGE 5 (f)Construction traffic shall not occur and building materials shall not be stored on vegetated areas seaward of the control line unless specifically authorized by the permit. If the Department determines that this requirement is not being met, positive control measures, such as temporary fencing, designated access roads, adjustment of construction sequence, or other requirements, shall be provided by the permittee at the direction of the Department. Temporary construction fencing shall not be sited within marine turtle nesting habitats. (g)The permittee shall not disturb existing beach and dune topography and vegetation except as expressly authorized in the permit. Before the project is considered complete, any disturbed topography or vegetation shall be restored as prescribed in the permit with suitable fill material or revegetated with appropriate beach and dune vegetation. (h)All fill material placed seaward of the control line shall be sand which is similar to that already existing on the site in both coloration and grain size. All such fill material shall be free of construction debris, rocks, clay,or other foreign matter;shall be obtained from a source landward of the coastal construction control line; and shall be free of coarse gravel or cobbles. (i)If surplus sand fill results from any approved excavation seaward of the control line, such material shall be distributed seaward of the control line on the site, as directed by the Department, unless otherwise specifically authorized by the permit. (j) Any native salt-tolerant vegetation destroyed during construction shall be replaced with plants of the same species or, by authorization of the Department, with other native salt-tolerant vegetation suitable for beach and dune stabilization. Unless otherwise specifically authorized by the Department, all plants installed in beach and coastal areas — whether to replace vegetation displaced, damaged, or destroyed during construction or otherwise—shall be of species indigenous to Florida beaches and dunes, such as sea oats, sea grape, saw palmetto,panic grass, saltmeadow hay cordgrass, seashore saltgrass, and railroad vine, and grown from stock indigenous to the region in which the project is located. (k) All topographic restoration and revegetation work is subject to approval by the Department, and the status of restoration shall be reported as part of the fmal certification of the actual work performed. (1) If not specifically authorized elsewhere in the permit, no operation, transportation, or storage of equipment or materials is authorized seaward of the dune crest or rigid coastal structure during the marine turtle nesting season. The marine turtle nesting season is May 1 through October 31 in all counties except Brevard,Indian River, St. Lucie,Martin,Palm Beach, and Broward counties where leatherback turtle nesting occurs during the period of March 1 through October 31. (m) If not specifically authorized elsewhere in the permit, no temporary lighting of the construction area is authorized at any time during the marine turtle nesting season and no additional permanent exterior lighting is authorized. (n)All windows and glass doors visible from any point on the beach must be tinted to a transmittance value (light transmission from inside to outside)of 45% or less through the use of tinted glass or window film. (o)The permit has been issued to a specified property owner and is not valid for any other person unless formally transferred.An applicant requesting transfer of the permit shall sign two copies of the permit transfer agreement form,agreeing to comply with all terms and conditions of the permit, and return both copies to the Department. The transfer request shall be provided on the form entitled"Permit Transfer Agreement"—DEP Form 73-103 (Revised 1/04), which is hereby adopted and incorporated by reference. No work shall proceed under the permit until the new owner has received a copy of the transfer agreement approved by the Department.A copy of the transfer agreement shall be displayed on the construction site along with the permit. An expired permit shall not be transferred. (p) The permittee shall immediately inform the Department of any change of mailing address of the permittee and any authorized agent until all requirements of the permit are met. PERMITTEE: William J. and Joanne H. Cellar PERMIT NUMBER: DU-530 PAGE 6 (q) For permits involving major structures or activities, the permittee shall submit to the Department periodic progress reports on a monthly basis beginning at the start of construction and continuing until all work has been completed. If a permit involves either new armoring or major reconstruction of existing armoring, the reports shall be certified by an engineer licensed in the State of Florida. The permittee or engineer, as appropriate, shall certify that as of the date of each report all construction has been performed in compliance with the plans and project description approved as a part of the permit and with all conditions of the permit,or shall specify any deviation from the plans, project description, or conditions of the permit. The report shall also state the percent of completion of the project and each major individual component. The reports shall be provided to the Department using the form entitled"Periodic Progress Report"—DEP Form 73-111 (Revised 6/04),which is hereby adopted and incorporated by reference.Permits for minor structures or activities do not require submittal of periodic reports unless required by special permit condition. (r) For permits involving habitable major structures, all construction on the permitted structure shall stop when the foundation pilings have been installed. At that time the foundation location form shall be submitted to and accepted by the Department prior to proceeding with further vertical construction above the foundation. The form shall be signed by a professional surveyor, licensed pursuant to Chapter 472,F.S.,and shall be based upon such surveys performed in accordance with Chapter 472, F.S., as are necessary to determine the actual configuration and dimensioned relationship of the installed pilings to the control line. The information shall be provided to the Department using the form entitled"Foundation Location Certification"—DEP Form 73- 114B (Revised 9/05), which is hereby adopted and incorporated by reference. Phasing of foundation certifications is acceptable. The Department shall notify the permittee of approval or rejection of the form within seven (7)working days after staff receipt of the form. All survey information upon which the form is based shall be made available to the Department upon request. Permits for repairs or additions to existing structures with nonconforming foundations are exempt from this condition. (s)For permits involving major structures,the permittee shall provide the Department with a report by an engineer or architect licensed in the State of Florida within thirty(30)days following completion of the work. The report shall state that all locations specified by the permit have been verified and that other construction and activities authorized by the permit have been performed in compliance with the plans and project description approved as a part of the permit and all conditions of the permit; or shall describe any deviations from the approved plans, project description, or permit conditions, and any work not performed. Such report shall not relieve the permittee of the provisions of paragraph 62B-33.0155(1)(a), F.A.C. If none of the permitted work is performed, the permittee shall inform the Department in writing no later than 30 days following expiration of the permit.The report shall be provided on the form entitled"Final Certification"DEP Form 73-115B (Revised 9/05),which is hereby adopted and incorporated by reference. (t)Authorization for construction of armoring or other rigid coastal structures is based on an engineering review and assessment of the design and anticipated performance and impact of the structure as a complete unit.Construction of any less than the complete structure as approved by the Department is not authorized and shall result in the assessment of an administrative fine and the issuance of an order to remove the partially constructed structure.Modifications to the project size,location,or structural design shall be authorized by the Department in accordance with Rule 62B-33.013,F.A.C. (2) The permittee shall not commence any excavation, construction, or other physical activity on or encroaching on the sovereignty land of Florida seaward of the mean high water line or, if established, the erosion control line until the permittee has received from the Board of Trustees of the Internal Improvement Trust Fund the required lease, license, easement, or other form of consent authorizing the proposed use. (3) The permittee shall obtain any applicable licenses or permits required by Federal, state, county, or municipal law. (4)This permit does not authorize trespass onto other property. (5) In the event of a conflict between a general permit condition and a special permit condition, the special permit condition shall prevail. PERMITTEE: William J. and Joanne H. Cellar PERMIT NUMBER: DU-530 PAGE 7 (6) Copies of any forms referenced above can be obtained by writing to the Department of Environmental Protection, 2600 Blair Stone Road,MS 3522, Tallahassee, Florida 32399-2400, or by telephoning(850)245- 8336. CAVEAT: Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. Approved plans are incorporated into this permit by reference. NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under Sections 120.569 and 120.57,F.S., before the deadline for filing a petition. On the filing of a timely and sufficient petition,this action will not be fmal and effective until further order of the Department. Because the administrative hearing process is designed to formulate fmal agency action, the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearing A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding(hearing)under Sections 120.569 and 120.57,F.S. Pursuant to Rules 28-106.201 and 28-106.301, F.A.C., a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name,address, and telephone number of the petitioner;the name,address,and telephone number of the petitioner's representative, if any,which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests are or will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none,the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency's proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. The petition must be filed(received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee,Florida 32399-3000, or via electronic correspondence at Agency_Clerk@dep.state.fl.us. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. PERMITTEE: William J. and Joanne H. Cellar PERMIT NUMBER: DU-530 PAGE 8 Time Period for Filing a Petition In accordance with Rule 62-110.106(3),F.A.C.,petitions for an administrative hearing by the applicant and persons entitled to written notice under Section 120.60(3),F.S., must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant,and other than those entitled to written notice under Section 120.60(3),F.S.,must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice,whichever occurs first. The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination(hearing)under Sections 120.569 and 120.57, F.S., or to intervene in this proceeding and participate as a party to it.Any subsequent intervention(in a proceeding initiated by another party)will be only at the discretion of the presiding officer upon the filing of a motion in compliance with Rule 28- 106.205,F.A.C. Extension of Time Under Rule 62-110.106(4), F.A.C.,a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may,for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard,Mail Station 35, Tallahassee, Florida 32399-3000,or via electronic correspondence at Agency_Clerk@dep.state.fl.us, before the deadline for filing a petition for an administrative hearing.A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. The applicant, or any party within the meaning of Section 373.114(1)(a)or 373.4275, F.S.,may also seek appellate review of this order before the Land and Water Adjudicatory Commission under Section 373.114(1)or 373.4275, F.S.Requests for review before the Land and Water Adjudicatory Commission must be filed with the Secretary of the Commission and served on the Department within 20 days from the date when this order is filed with the Clerk of the Department. Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to Section 120.68,F.S., by filing a Notice of Appeal pursuant to Florida Rules of Appellate Procedure 9.110 and 9.190 with the Clerk of the Department in the Office of General Counsel(Station#35,3900 Commonwealth Boulevard, Tallahassee, Florida 32399-3000)and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate district court of appeal. The notice must be filed within 30 days from the date this action is filed with the Clerk of the Department. PERMITTEE: William J. and Joanne H. Cellar PERMIT NUMBER: DU-530 PAGE 9 EXECUTION AND CLERKING Executed in Tallahassee,Florida. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION 71/4 David A. Kriger,Permit Manager Coastal Construction Control Line Program Division of Water Resource Management CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this permit and all copies were sent on the filing date below to the following listed persons: Kevin Partel,Coastal Consulting& Restoration, P.A., kevinpartel(a,gmaiI.com Trey Hatch,FDEP Field Inspector,trey.hatch@dep.state.fl.us Dan Arlington, City of Atlantic Beach Building Department,darlington@a,coab.us FILING AND ACKNOWLEDGMENT FILED,on this date,pursuant to Section 120.52,F. S.,with the designated Department Clerk, receipt of which is hereby acknowledged. 06/04/2018 Clerk / Date • J Report Manual S Compliance Job: wrightsoft pDate: 9/10/18 Studio By: M.Ellis Energy Design Systems,Inc., 11727 Brady Rd, Jacksonville,FL 32223 Phone:904-268-3670 Fax: 904-268-3670 Email:eds.jax(Bgmail.comi Project Information For: Cellar Beach House 1549 Beach Ave,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 14113 Btuh Entering coil DB: 74.0°F Outdoor design WB: 77.4°F Latent gain: 1498 Btuh (/ Entering coil WB: 61.7°F Indoor design DB: 74.0°F Total gain: 15611 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5019H1+TAM9A0A24V21 Actual airflow: 600 cfm Sensible capacity: 12730 Btuh 90% of load L, Latent capacity: 3770 Btuh 252% of load Total capacity: 16500 Btuh 106% of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 13321 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5019H1+TAM9A0A24V21 Actual airflow: 600 cfm Output capacity: 16700 Btuh 125% of load Capacity balance: 32 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 600 cfm Output capacity: 3.9 kW 100% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 2018-Sep-12 16:51:12 wrightsoft£ Right-Suite®Universal 2017 17.0.17 RSU17457 Page 3 ACCK ...Cellar Beach House, 1549 Beach Ave,Atl Bch.rup Calc =MJ8 Front Door faces: W N k L ' .. ij ,.3 y 1st Floor Pantry Study 99 cfm Int 813 Cfm '8" K61 cfm 669 fm Stairs le 1=1 14R'b 81 cf 81 cfn '7" `7" 126 cfm "'"'s '9" Laundry 2 23" e 187 cfm 4t0" ICl<,.., {I le 103 cfn' 8" ff,,�� Stair Hall 278icfm 118" x139 cfm '9 I 8 8 Irl 79 cfm '8" Living Foyer 8 (1'79 cfm `8" Int 117 arm Powder '9.. 0`R 101 cfm n42 cfm `6" I E0 Master Bath His WIC Her WIC Mast r Bei la _ la 554 ffm la86cfrd16 t8" 117 cfm 102 cfm \ 0 Laundry Master Hall 2161 dm \7" 42 101 cfm Job #: Scale: 1 : 132 Performed for: Page 1 Cellar Beach House Exclusively for the use of: Right-Suite®Universal 2017 1549 Beach Ave Environmental Air Conditioning Services, Inc. 17.0.17 RSU17457 Atlantic Beach,FL 2018-Sep-12 17:18:49 ...use, 1549 Beach Ave,Atl Bch.rup dfi N JOB COPY 1 Y` 2nd Floor °I. 113 cte" O `9"iii 113 c1o" � 113 rim Studio p4 358 cfm Family 113 800 cfm 11" Tower 381c 8"1 Loft 7 l ti 980 9[m I - 1 T3" F.285 cfm '13 10' WIC 2 Bath 2 159 cfm `9" 0 '4" �B'Um 56 cfm I I �9' 'QC. 177 cfm Hall 2 Bed 5 I 1 Bed 2 el 86 cfm `7" I '7" 89 cfm r. 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IoerOad oul'seoe os 6u!uoy!puop JP'Ieluawua!nu3':;o asn aqi Jo;Alanlsnlox3 :A9 .IOOId JSP 40 /(iewwnS alelSAS lona .4Jos4gblann 4 w 6" b Supply Trunk Detail Table Trunk I Htg Clg Design I Veloc I Diam I H x W I Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 2000 2000 0.017 542 26.0 0 x 0 ShtMetl I st6 I Peak AVF I 1456 I 1463 I 0.017 I 507 I 23.0 I 0 x 0 I ShtMetl I st1 1 st7 ' Peak AVF 544 I 537 I 0.024 443 15.0 0 x 0 ShtMetl st1 Return Branch Detail Table Grille Htg Clg I TEL (Design Veloc Diam H x W Stud/Joist I Duct I Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb4 Ox 0 664 669 101.0 0.029 479 16.0 Ox 0 ShMt rt1 rb5 I Ox 0 I 554 1 545 1 170.0 I 0.017 1 397 1 16.0 1 Ox 0 I I ShMt I rt1 I rb6 Ox 0 I 7821 7861 164.0 I 0.018 I 445 1 18.01 Ox 0 1 I ShMt I rt1 Return Trunk Detail Table I I Trunk I Htg I Clg I Design I Veloc I Diam 1 H x W 1 Duct I I Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 2000 2000 0.017 542 26.0 0 x 0 ShtMetl 2018-Sep-12 17:18:14 ,Az_ wrightsoft- Right-Suite®Universal 2017 17.0.17 RSU17457 Page 2 ACCN ...Cellar Beach House, 1549 Beach Ave,All Bch.rup Calc =MJ8 Front Door faces: W 4 4 4 wrightsoft' Duct System Summary Date: 2nd Floor By: Exclusively for the use of:,Environmental Air Conditioning Services, Inc. Project Information For: Cellar Beach House 1549 Beach Ave,Atlantic Beach, FL Heating Cooling External static pressure 0.10 in H2O 0.10 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.10 in H2O 0.10 in H2O Supply/ return available pressure 0.066/ 0.034 in H2O 0.066/0.034 in H2O Lowest friction rate 0.024 in/100ft 0.024 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length (TEL) 417 ft Supply Branch Detail Table I Design I Htg I Clg (Design Diam I H xW I Ductl Actual I Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 2 h 1615 56 54 0.030 6.0 Ox 0 ShMt 27.0 195.0 st5 Bath 3 h 1253 44 43 0.036 6.0 Ox 0 ShMt 20.0 165.0 st4 Bath 4 c 316 7 10 0.038 4.0 Ox 0 ShMt 15.0 160.0 st4 Baths h 1364 48 47 0.037 6.0 Ox 0 ShMt 21.0 160.0 st4 Bed 2 c 2552 89 89 0.041 7.0 Ox 0 ShMt 12.0 150.0 st5 Bed 3 h 5703 199 193 0.027 10.0 Ox 0 ShMt 34.0 215.0 st4 Bed 4 h 3659 128 127 0.028 9.0 Ox 0 ShMt 30.0 205.0 st4 Bed 5 c 2730 82 86 0.041 7.0 Ox 0 ShMt 11.0 150.0 st5 Family h 3247 113 111 0.025 9.0 Ox 0 ShMt 39.0 230.0 st5 Family-A h 3246 113 111 0.025 9.0 Ox 0 ShMt 37.0 230.0 st5 Family-B h 3246 113 111 0.024 9.0 Ox 0 ShMt 47.0 230.0 st5 Hall 2-A c 5049 152 159 0.030 9.0 Ox 0 ShMt 24.0 195.0 st5 wlc 2 c 290 7 9 0.031 4.0 Ox 0 ShMt 20.0 195.0 st5 wlc 3 c 221 5 7 0.029 4.0 Ox 0 ShMt 23.0 205.0 st4 1 wlc 4 I h 1251 I 441 42 I 0.0271 6.01 Ox 0 I ShMt I 29.0 215.0 st4 Supply Trunk Detail Table Trunk I Htg Clg Design I Veloc Diam I H x W I Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 474 469 0.027 443 14.0 0 x 0 ShtMetl st5 ' Peak AVF I 726 731 0.024 464 17.0 0 x 0 ShtMetl I J Bold/italic values have been manually overridden 2018-Sep-12 17:18:14 wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 Page 3 ACCK ...Cellar Beach House, 1549 Beach Ave,Atl Bch.rup Calc=MJ8 Front Door faces: W 4 a' w Return Branch Detail Table Grille Htg I Clg TEL (Design I Veloc IDiam I H x W I Stud/Joist 1 Duct I Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) ' (in) Opening (in) Matl Trunk rb2 Ox 0 137 143 84.0 0.040 408 8.0 Ox 0 ShMt rt3 rb7 I Ox 0 I 3791 381 1 108.0 1 0.031 1 4141 13.01 Ox 0 I 1 ShMt 1 rt4 1 rb8 I Ox 0 I 1771 1751 94.0 1 0.0361 4001 9.01 Ox 0 I 1 ShMt I rt4 ( rb9 I Ox 0 I 2481 241 1 140.0 1 0.0241 375 1 11.01 Ox 0 I I ShMt I rt3 1 rb10 I Ox 0 I 2601 2591 124.0 I 0.0271 395 I 11.01 Ox 0 1 1 ShMt I rt3 Return Trunk Detail Table Trunk I Htg I Clg I Design { Veloc I Diam I H x W I Duct I Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt3 Peak AVF 645 643 0.024 462 16.0 0 x 0 ShtMetl rt4 ' Peak AVF 555 I 557 1 0.031 1 521 1 14.0 0 x 0 ShtMetl 2018-Sep-12 17:18:14 .4".-_ -Pk wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 Page 4 ACCK ...Cellar Beach House,1549 Beach Ave,Atl Bch.rup Calc=MJ8 Front Door faces: W - wrightsoft Duct System Summary Date: Studio Zone By: Exclusively for the use of:, Environmental Air Conditioning Services,Inc. Project Information For: Cellar Beach House 1549 Beach Ave,Atlantic Beach, FL Heating Cooling External static pressure 0.10 in H2O 0.10 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.10 in H2O 0.10 in H2O Supply/ return available pressure 0.066/ 0.034 in H2O 0.066/0.034 in H2O Lowest friction rate 0.042 in/100ft 0.042 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 238 ft Supply Branch Detail Table Design Htg Clg 'Design I Diam H x W I Duct I Actual Ftg.Eqv I Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Loft h 3659 180 179 0.058 9.0 Ox 0 ShMt 9.0 105.0 st3 Studio h 7281 3581 356 0.042 12.0 Ox 0 ShMt 18.0 140.0 1 st3 Tower c 5790 263 265 0.058 10.0 Ox 0 ShMt 10.0 105.0 Supply Trunk Detail Table II Trunk I Htg 1 Clg I Design I Veloc I Diam I H x W I Duct I I Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 537 535 0.042 583 13.0 0 x 0 ShtMetl Return Branch Detail Table I I Grille I Htg I Clg I TEL 'Design I Veloc I Diam I H x W I Stud/Joist I Duct I I Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk • rb3 Ox 0 800 800 80.0 0.042 573 16.0 Ox 0 ShMt Bold/italic values have been manually overridden 2018-Sep-12 17:18:14 At. wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 Page 5 ACCP. ...Cellar Beach House, 1549 Beach Ave,Atl Bch.rup Calc =MJ8 Front Door faces: W ` Lumber design valuesare-in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Mileka RE: J180168-F -Cellar Beach House MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: C F Knight Project Name: Cellar Beach House Model: Lot/Block: Subdivision: Address: 217 San Juan Dr City: Ponte Vedra Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: Luis A. Pontigo License#: 53311 Address: 420 Osceola Ave City: Jacksonville Beach State: FL General Truss Engineering Criteria& Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2 Wind Code: N/A Wind Speed: N/A mph Roof Load: N/A psf Floor Load: 65.0 psf This package includes 28 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T15194616 F01 9/27/18 18 T15194633 F19 9/27/18 2 T15194617 F02 9/27/18 19 T15194634 F20 9/27/18 3 T15194618 F03 9/27/18 20 T15194635 F21 9/27/18 4 T15194619 F04 9/27/18 21 T15194636 F22 9/27/18 5 T15194620 F05 927/18 22 T15194637 FG01 9/27/18 6 T15194621 F06 9/27/18 23 T15194638 FG02 9/27/18 7 T15194622 F07 9/27/18 24 T15194639 FG03 9/27/18 8 T15194623 F08 9/27/18 25 T15194640 FG04 9/27/18 9 T15194624 F10 9/27/18 26 T15194641 FG06 9/27/18 10 T15194625 F11 9/27/18 27 T15194642 FG07 9/27/18 11 T15194626 F12 9/27/18 28 T15194643 FG08 9/27/18 12 T15194627 F13 9/27/18 13 T15194628 F14 9/27/18 14 T15194629 F15 9/27/18 15 T15194630 F16 9/27/18 16 T15194631 F17 9/27/18 17 T15194632 F18 9/27/18 The truss drawing(s)referenced above have been prepared by 00'00 ``' Ii MiTek USA, Inc. d under mydirectSsupervisionebased on the parameters `,•N`�OPdc.E N SF4k' 0 P byManning Building PP �. ��l • Truss Design Engineer's Name: Velez, Joaquin *::• No 681 woe, My license renewal date for the state of Florida is February 28,2019. * (, • IMPORTANT NOTE:The seal on these truss component designs is a certification � •:f: : . that the engineer named is licensed in the jurisdiction(s) .�' STATE OF L/• 1.identified and that the Z.'designs comply with ANSI/171 1. These designs are based upon parameters • .(N•• d` P � shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �� • • 0 A 1'0.• given to MiTek. Any project specific information included is for MiTek's customers �i S'/........ •••••••• file reference purpose only,and was not taken into account in the preparation of i�,��10 N A; `os these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer Joaquin Velez PE No.68182 should verify applicability of design parameters and properly incorporate these designs MiTek USA,Inc.FL Cert 6634 into the overall building design per ANSIITPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: September 27,2018 Velez,Joaquin 1 of 1 Job 0 Truss Truss Type Qty Ply Cellar Beach House 715194616 J180168-F F01 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:52:54 2018 Page 1 ID:5FLwdBexjOrszutfxjZ4H3zd0mU-QkR20stMLbCYkOzxVuwUV6rzoKchmcnEL7ac3myZUzN 0-3-8 H I 2-5-4 I I 2-0-0 11 1-2-8 I Tr Stale=1:41.6 3x3 = 4x7= 3x3—6x6= 3x3= 4x7 = 3x4 = 3x3= 3x8 FP= 3x3 = 6x6= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 e R % e % L % o ' ° a.N Z N 7 C N. /.°V-- Noe., 23 22 21 20 19 18 17 16 15 3x8 MT2OHS FP= 4x7 = 3x3= 4x7= 5x10= 5x10 = 013- 24-0-1 24r3r9 0.3- 23-8-8 0.3 EE Plate Offsets(X,Y)— [1:0-1-8,Edge),[6:0-1-8,Edge),[14:0-1-8,Edge),[23:Edge,0-0-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Vert(LL) -0.33 17-18 >869 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.95 Vert(CT) -0.51 17-18 >560 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) -0.09 14 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:136 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-11:2x4 SP 2250F 1.9E(flat) except end verticals. BOT CHORD 2x4 SP No.2(flat)'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 15-21:2x4 SP 2250F 1.9E(flat) 2-2-0 oc bracing:20-22. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 1=1533/0-3-0,14=1533/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1906/0,3-4=-1902/0,4-5=4229/0,5-6=-4229/0,6-7=-4785/0,7-8=-4785/0, 8-9=-4240/0,9-10=-4240/0,10-12=-1900/0,12-14=-1904/0 BOT CHORD 20-22=0/3272,19-20=0/4785,18-19=0/4785,17-18=0/4727,16-17=0/3276 WEBS 14-16=0/2327,1-22=0/2329,12-16=-277/0,3-22=-286/0,10-16=-1720/0,4.22=1713/0, 10-17=0/1206,4-20=0/1196,9-17=-301/0,5-20=-358/0,8-17=-667/0,6-20=-981/0, 8-18=275/538,7-18=-332/119 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: September 27,2018 I 4 a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M1ek9 connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems.see ANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 `' Job !' Truss Truss Type Qty Ply Cellar Beach House T15194617 J180168-F F02 Floor 9 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:52:55 2018 Page 1 ID:5FLwdBexjOrszutfxjZ4H3zd0mU-uw?QEBt_6uKPMAY72cRj1 K077kyRV3T0anJ9bCyZUzM 0-3-8 HI 2-5-4 1 F 2-0-0 II 2-1-0 1 0-h-8 Scale'.1:42.0 3x3= 6x8 = 3x3 = 4x7 = 3x4 = 3x3 = 3x8 FP= 4x7 = 6x8 =- 1 1 2 3 4 5 6 7 8 9 10 11 12 13 ° t �� L 16 a 1 ° '� _ / _ _ oe," ` - / 23 4^ N / a r^ N I:r 22 21 20 19 18 17 16 15 14 5x12= 3x8 MT2OHS FP= 4x7 = 3x3 = 4x7 = 5x12 = 4x4= 013 25- b 0.1 1 0.3- 24-8-8 Plate Offsets(X,Y)— [1:0-1-8,Edge],[6:0-1-8,Edge],[13:0-1-8,Edge],[14:Edge,0-1-81,[22:Edge,0-0-12],[23:0-1-8,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.44 16-17 >669 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.92 Vert(CT) -0.69 16-17 >426 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Inc" YES WB 0.69 Horz(CT) 0.03 14 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:139 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, 1-10:2x4 SP 2250F 1.9E(flat) except end verticals. BOT CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2(flat) 2-2-0 oc bracing:18-19. REACTIONS. (lb/size) 14=1587/0-8-0,1=1594/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 13-14=-1577/0,1-3=-1990/0,3-4=-1986/0,4-5=-4464/0,5-6=4464/0,6-7=5157/0, 7-8=-5157/0,8-9=-4511/0,9-11=4511/0,11-12=2037/0,12-13=2037/0 BOT CHORD 19-21=0/3437,18-19=0/5157,17-18=0/5157,16-17=0/5069,15-16=0/3468 WEBS 13-15=0/2459,1-21=0/2433,12-15=-342/0,3-21=-284/0,11-15=-1789/0,4-21=-1814/0, 11-16=0/1303,4-19=0/1284,9-16=-294/0,5-19=347/24,8-16=-698/0,6-19=-1144/0, 8-17=-261/558,7-17=-266/39 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 8834 6904 Parke East Blvd.Tampa FL 33610 Date: September 27,2018 B 1 a WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design void for use only with MnekO connectors.This design is based only upon parameters shown.and is for an individual budding component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M Trek_ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSS-89 and SCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa.FL 33810 ra 4 Job Truss Truss Type Oty Ply Cellar Beach House T15194618 J180168-F F03 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:52:56 2018 Page 1 ID:5FLwdBexjOrszutfxjZ4H3zd0mU-M6ZoRXuctCSG_K7KcJyyaXwJt7HIE WkXoR3i7eyZUzL [ 2-5-4 I 1 2-0-0 11 1-7-0 1 Scale=1:41.8 4x7= 3x3= 5x8= 4x7 = 3x4 = 3x3= 3x8 FP= 3x3 = 8x8 = 1 2 3 4 5 6 7 8 9 10 11 12 13 S t • t i t • NS• - IV N - 7 / %%•N.\,..N "0„,•• SN. zetr%1:i. ; ci 22 21 20 19 18 17 18 15 14 3x3 II 3x8 MT2OHS FP= 4x7= 3x3= 4x7= 5x10= 5x12 =1.5x4 SP= I 24-2-8 241-80 24-2-8 0-3 Plate Offsets(X,Y)— I1:Edge,0-1-81,(5:0-1-8,Edge],113:0-1-8,Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) Ydefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.75 Vert(LL) -0.37 16-17 >785 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.98 Vert(CT) -0.57 16-17 >503 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES \NB 0.69 Horz(CT) -0.03 13 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:138 lb FT=20%F,11%E LUMBER- BRACING- TOP RACING- TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-10:2x4 SP 2250F 1.9E(flat) except end verticals. BOT CHORD 2x4 SP No.2(flat)'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 14-20:2x4 SP 2250F 1.9E(flat) 2-2-0 oc bracing:19-21. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 22=1561/0-3-8,13=1561/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-22=-1554/0,1-2=-1997/0,2-3=-1997/0,3-4=-4360/0,4-5=-4360/0,5-6=-4959/0, 6-7=-4959/0,7-8=-4355/0,8-9=4355/0,9-11=1937/0,11-13=1942/0 BOT CHORD 19-211/3374,18-19=0/4959,17-18 /4959,16-17 /4880,15-16=0/3353 WEBS 13-15 /2373,1-21=0/2454,11-15=-276/0,2-21=353/0,9-15=1769/0,3-21=-1721/0, 9-16=0/1253,3-19=0/1233,8-16=296/0,4-19=360/5,7-16=674/0,5-19=1038/0, 7-17=254/546,6-17=-300/75 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)The Fabrication Tolerance at joint 20=11% 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek LISA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 27,2018 • l 1111II 1111—# A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEI REFERANCE PAGE M11-7473 rw.10/03/2015 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.not1411. a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always requked for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T911 Quality Criteria,051.89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Cellar Beach House 715194619 J180168-F F04 Floor 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 a May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:52:57 2018 Page 1 ID:5FLwdBexjOrszutfxjZ4H3zdOmU-gJ7AflvEdWa7cUiWA1 TB7ITRGXdfz0Ph14oGg5yZUzK 0-3-8 I—II 2-5-4 I I 2-7-15 I I 2-0-0 I Scale=1:29.5 34= 6x6 = 34= 1.5x4 II 3x4= 1.5x4 II 1.5x4 II 3x4= 1.5x4 II 4x7= 1 2 3 4 5 8 7 8 9 • I•I I.6 • • s i e /- °- - Z 0 $ b ._ . • e • 15 14 13 12 11 10 1.5x4 II 4x10 = 3x3 = 3x3 = 4x10 = 3x3 Il 0(34 17-6-3 0-3- 17-2-11 Plate Offsets(X,Y)— 11:0-1-8,Edgel,l9:0-3-0,Edgel,[15:Edge,0-0.12) LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.90 Vert(LL) -0.24 11-12 >836 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.34 11-12 >593 360 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.03 10 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:99 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except 2-2-0 oc bracing:12-13. REACTIONS. (lb/size) 10=1107/Mechanical,1=1107/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 9-10=1101/0,1-3=-1326/0,3-4=-1322/0,4-5=-2505/0,5-6=2505/0,67=2505/0,7-8=1364/0,8-9=-1364/0 BOT CHORD 13-14=0/2122,12-13=0/2505,11-12 /2137 WEBS 9-11 /1676,1-14 /1619,611=345/0,3-14=-296/0,7-11=966/0,4-14=1000/0,7-12 /641,4-13=0/676, 6-12=290/0,5-13=323/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. Joaquir Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 27,2018 1 a mom A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE*4147473 rev.1(503/2015 BEFORE USE. Design valid for use only with M6ek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiRek' u always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DS•-89 and SCSI building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Cellar Beach House 115194620 J180168-F F05 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MFrek Industries,Inc. Thu Sep 27 07:52:58 2018 Page 1 I D:5FLwdBexjOrszutfxjZ4H3zdOmU-IVgZsDwsOpi__DdHikk_OfyOdHx4yMkgGkYpCXyZUzJ 0-3-15 I—I I 2-5-4 1 1 1-4-5 1 1 2-0-0 I I 1-4-5 1 Scale=1:22.2 4x7 II 3*3= 3*3= 1.5x4 II 3x3= 1.554 II 353= 1.554 II 4x7= 1 2 3 4 5 6 7 8 • –/ • • – .77: e • I • 8 • 14 13 12 11 10 9 1.5x4 II 358= 1.554 II 353= 457 = 3x3 II 3-1 13-2-13 I 3-1 12-10-14 Plate Offsets(X,Y)– 11:0-3-0,Edge),18:0-3-0,Edge),114:Edge,0-0-121 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.14 10-11 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.55 Vert(CT) -0.22 10-11 >697 360 BCLL 0.0 Rep Stress Incr YES WB 0.34 Hoa(CT) 0.03 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:80 lb FT=20%F,11%E LUMBER- BRACING- TOP RACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=827/Mechanical,1=827/0-3-7 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 8-9=-825/0,1-3=-909/0,3-4=-905/0,4-5=-1335/0,5-6=1335/0,6-7=-978/0,7-8=978/0 BOT CHORD 12-13=0/1335,11-12=0/1335,10-11 /1351 WEBS 8-10 /1202,1-13=0/1108,7-10=351/0,6-10=-466/0,4-13=-772/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0 131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 27,2018 t 1 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIS7473 rev.10/03/2015 BEFORE USE. illii- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an indvidual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual tanm s web and/or chord members only.Additional temporary and permanent bracing MiTek_ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/Rt1 Quality Criteria,051-B9 and BC51 Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33810 a Job ; Truss Truss Type Qty Ply Cellar Beach House T15194621 J180168-F F06 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:52:59 2018 Page 1 ID:5FLwdBexjOrszutfxjZ4H3zdOmU-mhEx3ZxV97ggrnsvHS WICAYulLTmR_7zVOHNkzyZUzl 0-3-15 I-1 1 2-1-5 i 1 0-11-10 I i 2-1-8 1 1 1-2-10 1 1 0-10-12 1 1 2-1-8 1 10-7-12 1 1 2-5-4 Scale:1/2"=1' 3x6 II 3x3= 3x3= 1.5x4 II 3x3 = 1.5x4 II 3x6= 1.5x4 II 1.5x4 II 3x6 = 1 2 3 4 5 6 7 84x4 = 9 10 • • • • •I • .• - e • I • • 1/11\1 \\t,t— 0 Q N 31 11; " e e 19 18 17 16 i/ 14 13 12 11 1.5x4 II 3x5= 1.5x4 II 3x3= 3x3 II 3x3= 1.5x4 II 5x5 = 3x3 II 0.3-1 7-4-4 7-y-8 14-2-13 3-1 7-0-5 0.4-4 6-10-5 I Plate Offsets(X,Y)- r8:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft Lid PLATES GRIP TCLL 40.0 • Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.04 13 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.38 Vert(CT) -0.05 13 >999 360 BCLL 0.0 Rep Stress Inc! YES WB 0.20 Horz(CT) -0.01 15 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:94 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=551/Mechanical,1=563/0-3-7,15=670/0-3-8 Max Gray 11=557(LC 7),1=566(LC 10),15=670(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 10-11=546/0,1-3=-520/0,3-4=-516/0,4-5=-636/0,5-6=636/0,6-7=612/0, 7-8=-612/0,8-9=-585/0,9-10=-585/0 BOT CHORD 17-18=0/636,16-17=0/636,15-16=0/423,14-15=0/422,13-14=0/612,12-13=0/612 WEBS 6-15=-684/0,1-18=0/665,6-16=0/448,5-16=295/0,4-18=-292/0,10-12=0/718, 6-14=0/458,9-12=-343/0,7-14=312/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in, 5)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: September 27,2018 t Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7473 rev.10'03/2015 BEFORE USE. t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual binding component.not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mile k- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33810 Job Truss Truss Type Qty Ply Cellar Beach House T15194622 J180168-F F07 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:53:00 2018 Page 1 ID:5FLwdBexjOrszutfxjZ4H3zdOmU-EuoJHvx7wRyhTxR5r91 ukN52TInsASZ7j21wGPyZUzH 0-3-8 I— I 1-0-10 I I 2-1-8 I I 0-9-10 1 1 2-5-4 3x8 I I 3x6 II 1.5x4 I I 308 = Scale=1:14.2 1 2 3 4 3x3= 5 8 • ..•\• . N \-- 3x5= / 11 10 9 8 �j(\ 1.5x4 II 4x4 = 1.5x4 II 3x3 II 10-3.8 1 7-5-9 I 0-3-8 7-2-1 Plate Offsets(X,Y)— I10:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.04 9 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.45 Vert(CT) -0.06 9 >999 360 BCLL 0.0 Rep Stress Incr YES 0.8 0.19 Horz(CT) 0.03 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:50 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 7=454/0-3-8,1=454/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 6-7=-445/0,1-2=369/0,2-4=398/0,4-5=-446/0,5-6=446/0 BOT CHORD 9-10=0/369,8-9=0/369 WEBS 6-8=0/548,1-10=0/676,5-8=-396/0,2-10=-461/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 6634 6904 Parka East Blvd.Tampa FL 33610 Date: September 27,2018 t t 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mll-7473 rev.10'03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based oNy upon parameters shown,and is for on individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek, k always requied for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSI-89 and ICSI Boning C•mpon•nt 8904 Parke East Blvd Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 t♦ Job Truss Truss Type Qty Ply Cellar Beach House T15194623 J180168-F F08 Floor 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 Welk Industries,Inc. Thu Sep 27 07:53:02 2018 Page 1 ID:5FLwdBexjOrszutfxjZ4H3zdOmU-BGw3ibzNS2CPiFbUza3MgoAGVYOreG4OBMW1 LIyZUzF 0-3-8 HI 2-5-4 I r^I 2-0-0 (I 14-8 cafe=1:53.2 3x3= 3x4= 3x3 8x8 =3x3 = 5x5 = 3x4 = 3x3 = 3x3= 3x8 FP= 5x5= 3*3 =8x8 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 17 :.isiks:NN. zo / ZN I V 28 27 2e 25 24 23 22 21 20 19 18 5x10= 4x7= 3x12 M18SHS FP= 3x5 = 4x7 = 5x10= 3x5= 30-8-1 0011 30-4-9 0.3-89 Plate Offsets(X,Y)— 11:0-1-8,Edgel,(17:0-1-8,Edgel LOADING (psi) SPACING- 1-4-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.51 22-23 >717 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.74 Vert(CT) -0.82 22-23 >441 360 M18SHS 244/190 BCLL 0.0 Rep Stress lncr YES WB 0.57 Horz(CT) -0.16 17 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:174 lb FT=20%F,11%E LUMBER- BRACING- TOP RACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2(flat) REACTIONS. (lb/size) 1=1311/0-3-0,17=1311/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1663/0,3-4=-1660/0,4-5=-3988/0,5-6=-3988/0,6-7=5147/0,7-8=-5147/0, 8-9=-5267/0,9-10=5147/0,10-12=5147/0,12-13=3988/0,13-14=3988/0, 1415=1660/0,15-17=-1663/0 BOT CHORD 26-27=0/2963,24-26=0/4709,23-24=0/5267,22-23 /5267,21-22=0/5267,20-21=0/4709, 19-20=0/2963 WEBS 17-19=0/2033,1-27=0/2033,14-19=-1629/0,427=1629/0,14-20 /1281,4-26=0/1281, 12-20=-902/0,6.26=902/0,12-21=0/580,6-24 /580,9-21=-564/214,8-24=-564/214 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x4 MT20 unless otherwise indicated. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 27,2018 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design vaId for use only with M7ek®connectors.This design is based only upon parameters shown.and is for an inckvidual building component,not a truss system.Before use.the building designer must verify the opplicablity of design parameters and properly incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/T►11 Qualify Criteria,DSB-89 and SCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job L Truss Truss Type Qty Ply Cellar Beach House 715194624 J180168-F F10 Floor 8 1 Job Reference(optional) r Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:53:02 2018 Page 1 ID:5FLwdBexjOrszutfxjZ4H3zdOmU-BGw3ibzNS2CPiFbUza3MgoALXYLmeIHQBMW1 LIyZUzF 0-3-8 I—I I 2-5-4 I 1 0-10-1 i I 2-0-0 I Scale=1:27.2 6x6=3x3=3x3= 1.5x4 II 4x4 = 1.5x4 11 1.5x4 11 3x4= 1.5x4 II 4x7 = 1 2 3 4 5 6 7 8 9 • •• • • •.../k • ,.., V A - Z' p � 8 .. \• d JI Ne • 15 14 13 12 11 10 1.5x4 II 4x10 = 4x4= 3x3 = 4x10 = 3x3 II Q-3.4 16-2-5 3 15-10-13 Plate Offsets(X,Y)— (1:0-1-8,Edge],(9:0-3-0,Edge),(13:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.68 Vert(LL) -0.19 11-12 >978 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.94 Vert(CT) -0.31 11-12 >616 360 BCLL 0.0 Rep Stress Incr YES WB 0.43 Horz(CT) 0.04 10 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:94 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-9:2x4 SP 2250F 1.9E(flat) except end verticals. BOT CHORD 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2(flat) 2-2-0 oc bracing:12-13. REACTIONS. (lb/size) 10=1021/Mechanical,1=1021/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 9-10=-1019/0,1-3=-1205/0,3-4=-1201/0,4-5=-2110/0,5-6=2110/0,6-7=2110/0, 7-8=1246/0,8-9=1246/0 BOT CHORD 13-14=0/1894,12-13=0/2110,11-12=0/1906 WEBS 9-11=0/1531,1-14=0/1471,8-11=336/0,3-14=315/0,7-11=825/0,4.14=867/0, 7-12=0/456,4-13=0/720,5-13=-537/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd,Tampa FL 33610 Date: September 27,2018 f t Q WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design void for use only with Wet®connectors.This design is based only upon parameters shown,and is for an individual building component.notEt a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TN1 Quality Criteria,DSI-69 and BCSI Building Component 6804 Parke East Blvd. Solely Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 .pa---411, Job Truss Truss Type Qty Ply Cellar Beach House T15194625 J180168-F Ell Floor 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:53:03 2018 Page 1 I D:5FLwdBexjOrszutfxjZ4H3zdOmU-fSUSvw_7DMKGKP9gWHabM0jT9ylpNjAZPOFatkyZUzE I 2-5-4 I I 2-1-8 I 10.11-4 I 0-11{8 Scale=1:31.5 5x5= 1.5x4 II 3x5= 1.5x4 II 3x3= 1.5x4 II 3x5= 1.5x4 II 1.5x4= 14x7= 2 3 4 5 8 7 8 9 • e e i to i 7. . 17 _\- 7 N. ' 7 : 4 ♦ 1e 15 14 13 12 11 10 353 II 4x10= 3x4 = 1.5x4 II 3x5 = 4x10= 3x3 = 18-9-12 I I 18-9-12 Plate Offsets(X,V)- Li:Edge,0-1-81,19:0-1-8,Edge],(14:0-1-8,Edge1,[17:0-1-8.0-0-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. In (hoc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.19 12-13 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.69 Vert(CT) -0.28 12-13 >802 360 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.04 10 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:109 lb FT=20%F,11%E LUMBER- BRACING- TOP RACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=1207/Mechanical,10=1199/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=1196/0,9-10=-1191/0,1-2=-1498/0,2-3=1498/0,3-4=2951/0,4-5=2951/0,5-6=-2922/0,6-7=-2922/0, 7-8=-1498/0,8-9=1498/0 BOT CHORD 14-15=0/2407,13-14=0/2951,12-13=0/2951,11-12=0/2410 WEBS 9-11 /1807,1-15=0/1840,8-11=-342/0,2-15=-352/0,7-11=1141/0,3-15=1137/0,7-12=0/640,3-14=0/816, 6-12=-336/36,4-14=-333/0,5-12=493/303 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 27,2018 I a Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Mill Design void for use only with MTek®connectors.This design Is based only upon parameters shown,and Is for on indviduol building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of indvidual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. 8 always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-B9 and SCSI Building Component 6904 Parke East Blvd. Safety Informalion available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 4 Job Truss Truss Type Qty Ply Cellar Beach House 715194626 J180168-F F12 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:53:04 2018 Page 1 I D:5FLwd BexjOrszutfxjZ4H 3zdOm U-7f 2 q7 G_d_f S 7xYks4?5gvD Gh8M686Btieg?8 P B yZUzD 0-1-8 H I 2-5-4 I I 2-1-8 I D- S ale:3/8"=1' 5x5= 3x3= 1.5x4= 1.5x4 II 3x5= 6x8 = 1.5x4 II 3x5 = 1.5x4 II 3x3= 6x6= , 2 3 6 7 8 9 10 Ti)o. 1.7. • 18.x3- '''''',''..''..N.NNNN,NNI,.....Nil SI • a•I [•[ 0 0 N ; A If A 9 6 17 16 15 14 13 12 11 3x3 = 4x10= 64= 3x4 = 4x10 = 1.5x4 II 1.5x4 II 18-5-0 I 18-1-4 1813-0 0-�- 0-1-12 Plate Offsets(X,Y)— [1:Edge,0-1-81,14:0-0-12,0-0-0],[4:0-1-8,Edge],[10:0-1-8,Edge],[13:0-1-8,Edge],[18:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.67 Vert(LL) -0.17 12-13 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.62 Vert(CT) -0.24 12-13 >887 360 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.02 17 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:107 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 17=1157/Mechanical,10=1165/0-3-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-17=-1149/0,1-2=-1439/0,2-3=-1439/0,3-4=-2752/0,4-5=-2752/0,5-6=-2758/0,6-7=2758/0,7-8=-1399/0, 8-10=-1403/0 BOT CHORD 15-16=0/2295,14-15=0/2758,13-14=0/2758,12-13=0/2280 WEBS 1-16=0/1736,10-12=0/1714,2-16=-341/0,8-12=288/0,3-16=1070/0,7-12=-1101/0,3-15=0/586,7-13=0/739, 4-15=394/174,6-13=-303/0,5-15=677/527,5-14=-383/230 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 8834 6904 Parke East Blvd.Tampa FL 33610 Date: September 27,2018 8 f Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10'03/2015 BEFORE USE. 1111 Design valid for use only with Wok®connectors.This design is based only upon parameters shown.and is for an indvidual budding component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria.D58-89 and BCSI Building Component 6904 Parke East Blvd. Safety Inlormanon available from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Cellar Beach House T15194627 J180168-F F13 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:53:06 2018 Page 1 ID:5FLwdBexjOrszutfxjZ4H3zdOmU-319aXyOuNMjrBsuFC081_eL429xgaBP?6_UE U3yZUzB I 2-5-4 11 0-6-3 I 1 1-2-9 I 1.5x4 II 4x7= 3x3= Scale=1:14.0 1 3x6 = 2 3 430311 5 wIMI-M.III ■■M Till Il 1.5x4 = g WE illitMENVA II MI N N 5x5 = ,& 3x3 = 9 8 & 7 Q 6 3x3 II 3x10 TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(S). 3-11-15 I 3-5-7 I 3-10-7 5-5-8 I 3-5-7 0-5-0 01,41-5-9 Plate Offsets(X,Y)-- [3:0-3-0,Edge],[7:0-2-0,Edge],[10:0-1-8,0-0-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.00 8 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.04 Vert(CT) -0.01 8-9 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:50 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 9=187/Mechanical,7=483/0-8-0 Max Gray 9=215(LC 3),7=483(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-8=-371/0,3-8=0/365 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. Joaquin Velez PE 140.68182 MiTek USA,Inc.FL Cert 8834 6904 Park.East Blvd.Tampa FL 33610 Date: September 27,2018 L __ t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Mil-7473 rev.10'03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown.and is for an individual building component,not o truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSI-89 and ICS!Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33810 Job E Truss Truss Type Oty Ply Cellar Beach House 715194628 J180168-F F14 Floor 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 8 May 24 2018 MTek Industries,Inc. Thu Sep 27 07:53:06 2018 Page 1 ID:5FLwdBexjOrszutfxjZ4H3zd0mU-319aXyOuWHjrBsuFC081 el5P9xfaBo76_UEU3yZUzB 0-11-3 ti5x1 II 2-5-4 3x13 =0114 1 3x8 = 2 3 Scale=1:12.8 \1 7 INS 1.5x4= I AM MOW aviimmimminimmems 3x5= 5 4 t 3x3 II 3x3= 3-11-15 I 3-11-15 Plate Offsets(X,Y)— 17:0-1-8,0-0-121 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.00 5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.05 Vert(CT) -0.01 4-5 >999 360 BOLL 0.0 Rep Stress Ina YES WB 0.08 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:32 lb FT=20%F,11%E LUMBER- BRACING- TOP RACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-11-15 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=243/Mechanical,4=236/0-8-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-313/0,1-5=0/279 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 27,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED ASTER REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use onty with MTek®connectors.This design Is based only upon parameters shown,and is for an individual budding component.rot a truss system.Before use.the building designer must verify the applicability of design parameters and property incorporate this design into the overall budding design.Bracing indicated 4 to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing i V l ile k- is atways required for stability and to prevent collapse with possible personal Injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSII-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute.218 N.lee Sheet,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 4 Job Truss Truss Type Qty Ply Cellar Beach House T15194629 J180168-F F15 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:53:07 2018 Page 1 ID:5FLwdBexjOrszutfxjZ4H3zdOmU-XEjyll1 WHarioOTRI7fXXstGAZGuJd29KeDoOWyZUzA 1 0-10-11 115x4 11 2-5-4 514s = 1 3x6= 2 3 Scale=1:12.8 PM 7 ■■ 1.5x4 = illIk‘ .1111 WM Mil NMI EMI MM ME g 3x5 = g 6 5 & 4 Q 3x3 II 3x3 = I 3-11-7 3-11-7 Plate Offsets(X,Y)— [7:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.43 Vert(LL) -0.00 5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.05 Vert(CT) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Incr YES \NB 0.08 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:32 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-11-7 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=241/Mechanical,4=233/0-7-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-5=-314/0,1-5=0/279 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parka East Blvd.Tampa FL 33610 Date: September 27,2018 t , a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Ml1-7473 rev.10,03/2015 BEFORE USE. Design void for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not1111. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always requued for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSI-89 and SCSI BulldIng Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 •Job Truss Truss Type Qty Ply Cellar Beach House T15194630 J180168-F F16 FLOOR 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:53:08 2018 Page 1 lD:5FLwdBexjOrszutfxjZ4H3zdOm U-7QH Lye282uzZQA2dJrAm33Q NgzSk21 xlZIzLYyyZUz9 0-4-0 H I 1-3-0 1 1 1-6-5 1 1 1-9-4 1 scale=1:39.2 3x4= 3x6 II 1.5x4 I I 4x7 = 3x6 FP= 1.5x4 I I 4x7 II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 CA \/\ 0c' illki J, � `b _\/ \./\/\- N _\/\,/ - 4 r r e,i r S 28 27 26 25 24 23 22 21 20 19 18 17 16 15 1.5x4 II 1.5x4 II 34 FP= 4x4 = 1.5x4 II 4x4= 1.5x4 II 0,4-(l 8-7-5 I 22-1-9 22-5r1 0-4-bb 8-3-5 13-6-4 0-3-EE Plate Offsets(X,V)- [14:0-3-0,Edge],[28:Edge,0-0.12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/den Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.08 19-20 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.65 Vert(CT) -0.11 19-20 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(CT) -0.02 22 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:127 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 1=433/0-3-8,14=813/0-3-0,22=1571/0-3-8 Max Gray 1=498(LC 10),14=830(LC 7),22=1571(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-325/0,3-4=-581/37,4-5=-581/37,5-6=-206/288,6-7=-321/0,7-9=-1272/0, 9-10=1700/0,10-11=-1700/0,11-12=-1417/0,12-14=609/0 BOT CHORD 26-27=0/578,25-26=-37/581,24-25=37/581,22-24=614/0,21-22=614/0,20-21=0/935, 19-20=0/1581,18-19=0/1700,17-18=0/1700,16-17=0/1139 WEBS 6-22=-1520/0,1-27=0/484,3-27=-408/0,6-24=0/638,14-16=0/912,12-16=-847/0, 12-17=0/440,11-17=-439/0,6-21=0/1041,7-21=-990/0,5-24=-746/0,7-20=0/579, 9-20=-547/0,9-19=0/361 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 8634 6904 Parke East Blvd.Tampa FL 33610 Date: September 27,2018 1, , -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. MI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing !Ariel(' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply Cellar Beach House 115194631 J180168-F F17 FLOOR 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 S May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:53.09 2018 Page 1 I D:5 F Lwd BexjOrszutfxjZ4H 3zdOm U-UcrjA_2 m pC 5Q 2KdgtYh?cHza3 N k Wn U N S oyiu50yZUz8 I 1-3-0 I I t-9-8 i Scale=1:23.6 1.5x4 II 4x7 II 1 4x7= 2 3 4 5 6 7 8 • • • • o • I• • \ / \— A.A. —\ / _.e.. V///' 1r F • sn • 15 14 13 12 11 10 9 4x4= 1.5x4 II 4x4 = 1.5x4 II I 13-8-0 1q-1118 13-8-0 3-8 Plate Offsets(X,Y)— (1:Edge,0-1-81,18:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.12 13-14 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.93 Vert(CT) -0.17 13-14 >959 360 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.02 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:80 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing:12-13. REACTIONS. (lb/size) 16=876/0-3-8,8=876/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-869/0,1-2=-663/0,2-3=-1556/0,3-4>1880/0,4-5=-1880/0,5-6=-1531/0,6-8=-648/0 BOT CHORD 14-15=0/1254,13-14=0/1821,12-13=0/1880,11-12=0/1880,10-11=0/1210 WEBS 1-15=0/996,2-15=-939/0,2-14=0/479,3-14=-421/0,3-13=-89/320,8-10=0/971,6-10=-899/0,6-11=0/509, 5-11=604/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: September 27,2018 I 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. MI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component.not a truss system.Before use.the building designer must verify the oppllcabifty of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems.see ANSI/TPI1 Qualify Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Cellar Beach House T15194632 J180168-F F18 FLOOR 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:53:11 2018 Page 1 I D:5 F Lwd B exjorszutfxjZ4H 3zdOm U-Q?zTbg40KpL7 HdnC_zjThi2w7AQ h F N Q k F G B?9HyZUz6 0-3-8 H 1 1-3-0 I 1 t-8-8 i Scale=1:29.9 4x7 II 3x3 =3x3 = 4x4 = 3x5= 3x3= 3x3 = 3x4= 4x4= 4x7= 1 2 3 4 5 6 7 8 9 • •.\ /_\/ \/_ • • • • • •, •- • � \ o /'\\ / a1 • • , _, s 20 19 18 17 16 15 14 13 12 11 1.5x4 II 5x5= 4x4= 1.5x4 II 3x3= 3x3 = 1.5x4 II 1.5x4 II 4x4= 5x5= 3x3 II 0[3- 17-9-0 { 0-3-66 _ 17-5-8 Plate Offsets(X,Y)— [1:0-3-0,Edge],[7:0-1-8,Edge],[9:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.20 14-15 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.95 Vert(CT) -0.32 14-15 >645 360 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) -0.02 10 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:101 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat)'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-2:2x4 SP No.2(flat) except end verticals. BOT CHORD 2x4 SP 2250F 1.9E(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.2(flat) 2-2-0 oc bracing:13-14. REACTIONS. (lb/size) 10=1123/0-3-8,1=1123/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 9-10=1124/0,1-3=-863/0,3-4=-2136/0,4-5=2917/0,5-6=-3104/0,6-7=-2862/0, 7-8=-217310,8-9=-882/0 BOT CHORD 18-19=0/1625,17-18=0/2656,16-17=0/2656,15-16=0/3170,14-15=0/2862,13-14=0/2862, 12-13=0/2862,11-12=0/1646 WEBS 9-11=0/1325,8-11=-1213/0,8-12=0/836,7-12=1098/0,7-13=0/458,1-19=0/1294, 3-19=1217/0,3-18=0/812,4-18=-802/0,4-16=0/403,5-16=-402/0,6-15=-53/519, 6-14=431/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 8834 6904 Parks East Blvd.Tampa FL 33610 Date: September 27,2018 a a 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mit-7473 rev.10/03/2015 BEFORE USE. NI- Design valid for use only with MiTekrE connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall budding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,DSI-89 and SCSI building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33810 Job Truss Truss Type Qty Ply Cellar Beach House T15194633 J180168-F F19 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:53:12 2018 Page 1 ID:5FLwdBexjOrszutfxjZ4H3zdOmU-u8Xro75f57T_vnLPYgFiDvb9da_6 u7uUwxZijyZUz5 0-3-8 318 II axe II 3x6= I 1-2-121 132-5-4 d z Scale.1:12.8 . \ • 3x5 = 7 6 1.5x4 II 34 II 10-3-81 4-5-8 0-3-8 4-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.32 Vert(LL) -0.00 6 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.04 Vert(CT) -0.01 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.09 Hort(CT) -0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:33 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins. BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=259/0-3-8,1=259/0-3-0 FORCES. (Ib)-Max.Comp,/Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 2-6=-358/0,1-6=0/313 NOTES- 1)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 2)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 3)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek LISA,Inc.FL Cert 6834 6904 Parke East Blvd.Tampa FL 33610 Date: September 27,2018 f 0 WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 1 a truss system.Before use,the building designer must verily the applicability of design parameters and property incorporate this design into the overall budding design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria,006-89 and SCSI Building Component 8904 Parke East Biwl. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Tampa,FL 33810 s _ r Job Truss Truss Type Qty Py Cellar Beach House T15194634 J180168-F F20 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:53:12 2018 Page 1 ID:5FLwdBexjOrszutfxjZ4H3zd0mU-uBXro?5f57T_vnLPYgFiDvb6Xa 7_uAuUwxZijyZUz5 0-3-8 I-I I 1-9-5 I I 2-54 Scale o l:14.7 3x8 II 3x3= 3x3 = 1.5x4 II 3x6 = 1 2 3 4 MMI-IIMMEM1■ IINIMM1111111111111111=1 WOEII WIN I ■ r r� 3x5 =- 7 7 8 5 1.5x4 II 3x3 II µ3.8I 5-0-1 I 3-8 4-8-9 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLI 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.00 6 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.04 Vert(CT) -0.01 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:36 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-0-1 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=294/Mechanical,1=294/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-5=-283/0 WEBS 4-6=0/270,3-6=-339/0,1-6=0/303 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 27,2018 B r Q WARNING•Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the appl'x;obifty of design parameters and property incorporate the design into the overall building design.Bracing indicated 4 to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems.see ANSI/T11I1 Qualify Criteria.DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandra.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Cellar Beach House T15194635 J180168-F F21 Floor 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07'5313 2018 Page 1 ID:5FLwdBexjOrszutfxjZ4H3zd0mU-M04E?L5HsQbrWxwb60mxm771x JLjLP1jag6E9yZUz4 0-3-8 34 II 3x6 II 3x8 = 1-4-13 I 2-5-4 1-02 41 Scale=1:12.8 • Q • N 3x5 = 7 8 5 1.5x4 II 3x3 II 10-3-8 I 4-7-9 I 0.3-8 4-4-1 Plate Offsets(X,Y)— (7:Edge,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.00 6 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.04 Vert(CT) -0.01 5-6 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:34 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-7-9 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=270/Mechanical,1=270/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 4-5=-259/0,2-4=-265/0 WEBS 2-6=-348/0,1-6=0/305 NOTES- 1) Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4)CAUTION,Do not erect truss backwards. Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 8834 6904 Parka East Blvd.Tampa FL 33610 Date: September 27,2018 A WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. ��- Design void for use only with Mitek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314, Tampa,FL 33610 e Job Truss Truss Type Qty Ply Cellar Beach House 115194636 J180168-F F22 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:53:15 2018 Page 1 ID:5FLwdBexjOrszutfxjZ4H3zd0mU-ImC_017X02rZmF4zDpoPrYDepo7pBFwK u9DI2yZUz2 i-7-5 -rt5xl II 2-5-4 wed= 1 346= 2 3 Scales 1:12.7 1k4 3x5 = 6 5 4 3x3 II 3x3 II I 4-8-1 I 4-8-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.00 5 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.04 Vert(CT) -0.01 4-5 >999 360 BCLL 0.0 Rep Stress Ina YES W13 0.09 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-P Weight:35 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-8-1 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=288/Mechanical,4=288/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-281/0,3-4=-276/0 WEBS 3-5=0/256,2-5=-340/0,1-5=0/301 NOTES- 1)Refer to girder(s)for truss to truss connections. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Joaquin Velez PE No.68182 MiTek USA.Ire.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 27,2018 1 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEI(REFERANCE PAGE 1081.7473 rev.10'03/2015 BEFORE USE. Design void for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always requked for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TEll Quality Criteria.DSI-89 and ICSI Building Component 6904 Parke East Blvd Sally Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job a Truss Truss Type Qty Ply Cellar Beach House 115194637 J180168-F FG01 Floor Girder 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:53:17 2018 Page 1 I D:5FLwdBexjOrszutfxjZ4H3zdOmU-F9Kkrj9nwf5H?YEMLEgtwzlxpbUvfyOddCeKNwyZUzO 1 1-11-10 I I 1-11-10 1 1 3-2-3 I Scale=1 38.8 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 5x10= 2x4 II 5x14 = 3x8 = 2x4 II 8x8= 3x10 = 4x10= 1 2 3 4 17 5 6 7 8 • iil Ne o q I o • o- -o 16 15 14 13 12 11 10 9 5x10 MT2OHS I I 12x14 MT2OHS= 3x8 I I 10x10 MT2OHS = 5x10= 4x10 = 4x10 = 3x5 II Special I 2-3-2 1 4-9-14 I 8-3-11 I 11-9-7 1210-15 15-6-10 I 19-0-5 1 22-2-9 22f6t1 2-3-2 2-6-12 3-5-13 3-5-11 0-3-8 3-5-11 3-5-11 3-2-3 0-3-8 Plate Offsets(X,Y)- [3:0-4-6,0-1-8],[4:0-3.8,0-1-8],[6:0-3-0,0-4-121,[7:0-3-8,0-1-81[10:0.3-8,0-2-0],[11:0-3-8,0-2-0],[13:0-5-0,0-6-01,[14:0-6-0,0-1-81,[15:0-5-8,0-6-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ltd PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.61 Vert(LL) -0.29 12-13 >932 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.83 Vert(CT) -0.51 12-13 >520 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO VVB 0.92 Horz(CT) 0.06 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MSH Weight:663 lb FT=11% LUMBER- BRACING- TOP CHORD 2x6 SP DSS*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 6-8:2x6 SP No.2 except end verticals. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2*Except* 3-14:2x8 SP DSS,1-15:2x4 SP 2250F 1.9E REACTIONS. (lb/size) 16=11961/0-3-8,9=4976/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-11534/0,8-9=-4661/0,1-2=-17777/0,2-3=17777/0,3-4=-35503/0,4-5=-29267/0, 5-6=29267/0,6-7=-20048/0,7-8=-10665/0 BOT CHORD 15-16=0/483,14-15=0/34015,13-14=0/34015,12-13=0/35552,11-12=0/21203, 10-11=0/10665,9-10=0/413 WEBS 3-14=0/6897,1-15=0/20624,2-15=-692/0,3-15=-19002/0,8-10=0/11130,3-13=0/1614, 7-10=4353/0,4-13=496/0,7-11=0/10186,4-12=-6822/0,6-11=-4332/0,5-12=-989/0, 6-12=0/8940 NOTES- 1)The concentrated load at Joint(s)(14)must be equally distributed to each ply of the truss. 2)4-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-7-0 oc. Bottom chords connected as follows:2x8-4 rows staggered at 0-4-0 oc. Webs connected as follows:2x8-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Attach TC w/1/2"diam.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 oc. Attach BC w/1/2"diam.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 oc. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4)All plates are MT20 plates unless otherwise indicated. 5) Refer to girder(s)for truss to truss connections. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)8209 lb down at 4-9-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Joaquin Valet PE No.68182 Uniform Loads(pit) MiTek USA,Inc.FL Cart 6634 Vert:9-16=-10,1-8=-120 6904 Parke East Blvd.Tampa FL 33610 Date: Continued on page 2 September 27,2018 f a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10103/2015 BEFORE USE. �� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall `. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing i V l ilek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see AN51/TPI1 Quallly Criteria,DSB-89 and 1051 Building Component 8904 Parke East Blvd. Safety Information avalable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Tampa,FL 33610 • Job Truss Truss Type Oty Ply Cellar Beach House T15194637 J180168-F FGO1 Floor Girder 1 4 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:53:17 2018 Page 2 I D:5FLwdBexjOrszutfxjZ4H3zd0mU-F9Kkrj9nwf5 H?YEMLEgtwzlxpbUvfyQddCeKNwyZUz0 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:14=-8209(F)3=-2920 17=2920 o WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M04473 rev.10'03!2015 BEFORE USE. mit Design valid for use only with Mffek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' u always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualify Criteria.DSB-119 and SCSI Building Component 8904 Parke East Blvd. Safely information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 f • Job Truss Truss Type Qty Ply Cellar Beach House T15194638 J180168-F FG02 Floor Girder 1 4 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:53:21 2018 Page 1 ID:5FLwdBexjOrszutfxjZ4H3zd0mU-7wZFh4C I_ubjUAX7a3vp5pTZ1 CpVsbm6DYpcXViyZUyy 1 2-4-9 - I 1 2-2-11 I [ 2-7-4 1 I 2-9-2 11 2-9-2 1 1 2-9-2 I Scale=1:39.6 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 3x4 II 6x10 = 5x14 = 4x4= 2x4 II 7x10= 5x10 = 4x7 = 2x4 II 1 2 3 4 19 5 8 7 8 9 0 l_r_________________:___. .• • t 18 17 16 15 14 13 12 11 10 5x8 M18SHS = 8x10 = 3x10 II 10x10 MT2OHS= 5x10 = 4x7= 3x6 II 4x7 = 5x5 = Special 013 2-8-1 2-111rr9 5-5-13 1 8-4-11 I 11-5-4 11]8•,12 14-9-6 ) 17-8-3 I 20.2-8 20.6r0 23-2-0 0-3-s 2-4-9 0.3-8 2-6-5 2-10-14 3-0-10 0.3-8 3-0-10 2-10-14 2-6-5 0.3- 2-8-1 Plate Offsets(X,V)— [2:0-3-8,0-3-0],[3:0-5-2,0-1-12],[6:0-3-4,0-5-0],[15:0-5-0,0-6-8],116:0-6-4,0-1-81,117:038,0-5-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.78 Vert(LL) -0.34 14-15 >812 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.98 Vert(CT) -0.61 14-15 >453 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.94 Horz(CT) 0.09 10 n/a n/a M18SHS 244/190 BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH Weight:686 lb FT=11% LUMBER- BRACING- TOP CHORD 2x6 SP DSS*Except TOP CHORD Structural wood sheathing directly applied or 5-2-11 oc purlins, 6-9:2x6 SP No.2 except end verticals. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2*Except* 3-16:2x8 SP DSS REACTIONS. (lb/size) 10=5457/Mechanical,18=12429/0-3-0 (req.0-3-2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-419/0,9-10=-289/0,1-2=749/0,2-3=21354/0,3-4=-40739/0,4-5=-34760/0, 5-6=-34760/0,6-7=-26685/0,7-8=-9009/0,8-9=-325/0 BOT CHORD 17-18=0/21354,16-17=0/39879,15-16=0/39879,14-15=0/40700,13-14=0/26293, 12-13=0/16136,11-12=0/18136,10-11=0/9009 WEBS 3-16=0/8108,7-12=0/308,3-17=21144/0,2-17=0/10622,7-13=0/9489,3-15=0/964, 6-13=-3967/0,4-15=0/401,6-14=0/9318,4-14=-6593/0,5-14=-1507/0,7-11=-10418/0, 8-11=0/4628,2-18=-23518/0,8-10=-9911/0 NOTES- 1)The concentrated load at Joint(s)(16)must be equally distributed to each ply of the truss. 2)4-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-7-0 oc. Bottom chords connected as follows:2x8-4 rows staggered at 0-4-0 oc. Webs connected as follows:2x8-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Attach TC w/1/2"diam.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 oc. Attach BC w/1/2"diem.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 oc. 3)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 4)All plates are MT20 plates unless otherwise indicated. 5)WARNING:Required bearing size at joint(s)18 greater than input bearing size. 6) Refer to girder(s)for truss to truss connections. 7) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)9812 lb down at 5-5-13 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard Joaquin Velez PE No.68182 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 MiTek USA,Inc.FL Cert8834 Uniform Loads(plf) 6904 Parka East Blvd.Tampa FL 33610 Vert:10-18=10,1-9=-120 Date: Continued on page 2 September 27,2018 I a a WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 9411-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not1111 a truss system.Before roe,the building designer must verify the applicability of design parameters and property incorporate this design into the overall ,AA building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' k, is always requ:ed for stability and to prevent collapse with possible personal injury and properly damage. For generol guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Creerla,DSI-89 and ICS!Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22311. Tampa,FL 33610 Job r > Truss Truss Type Qty Ply Cellar Beach House T15194638 J180168-F FG02 Floor Girder 1 4 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:53:21 2018 Page 2 ID:5FLwdBexjOrszutfxjZ4H3zdOmU-7wZFh4Cl_ubjUAX7a3vp5pTZ1 CpYt8 m6DYpcXViyZUyy LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:16=-9812(B)3=-2550 19=2550 t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use.the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated k to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek_ is always requked for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,09-89 and BCSI Building Component 8904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22311. Tampa,FL 33810 1I , Job Truss Truss Type Qty Ply Cellar Beach House 715194639 J180168-F FG03 Floor Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:53:25 2018 Page 1 ID:5FLwdBexjOrszutfxjZ4H3zdOmU-OhpmXS Fo1668znrupvzlFfdGQgBhXcVoTRaleTyZUyu 1 1-7-0 1 Scale=1:27.1 2x4 II 3x5= 6x6 = 5x12 = 6x12 = 1 6x12 = 2 5x12 = 36x6 = 43x5 = 5 6 21 7 22 8 23 9 • -, ,, ,,,j>.' .-- ,_. -!(- -' ''-- ,:, 1 -y • .- e • I 418 19 17 16 15 14 13 12 11 20 10 ff�� 5x8 M18SHS= 10x10= 8x8= 8x8 = 8x8 = 8x8 = 8x8 = 10xTO = 5x8 M18SHS= HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 2-0-8 I 3-11-0 i 5-9-8 I 7-8-0 7111$ 9-10-0 I 11-8-8 I 13-7-0 I 15-7-9 I 2-0-8 1-10-8 1-10-8 1-10-8 0.3-8 1-10.8 1-10-8 1-10-8 2-0-8 Plate Offsets(X.Y)- [2:0-3-8,0-2-81[8:0-3-8,0-2-8],[10:Edge,D-2-81,111:0-3-8,0-5-41,112:0-3-4,0-5-01,[13:0-3-8,0-5-0],[14:0-4-0,0-4-12],[15:0-3-8,0-5-0],[16:0-3-4,0-5-0], 117:0.3-8,0-5-4) LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.22 14 >835 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.97 Vert(CT) -0.36 14 >504 360 M18SHS 244/190 BCLL 0.0 Rep Stress Ina NO WB 0.78 Horz(CT) 0.06 10 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MSH Weight:241 lb FT=11% LUMBER- BRACING- TOP CHORD 2x6 SP DSS TOP CHORD Structural wood sheathing directly applied or 2-9-12 oc purlins, BOT CHORD 2x8 SP DSS except end verticals. WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-18,9-10:2x6 SP No.2,9-11,1-17,8-12,2-16:2x4 SP 2250F 1.9E REACTIONS, (lb/size) 18=8219/Mechanical,10=9822/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=7221/0,9-10=-8779/0,1-2=-9643/0,2-3=16894/0,34=21258/0,4-5=23062/0, 5-6=-23062/0,6-7=-22491/0,7-8=-18425/0,8-9=-10893/0 BOT CHORD 17-18=0/792,16-17=0/9643,15-16=0/16894,14-15=0/21258,13-14=0/22491, 12-13 /18425,11-12 /10893,10-11=0/984 WEBS 9-11=0/12385,1-17=0/11064,8-11=6589/0,2-17=-5414/0,8-12 /9568,2-16=0/9210, 7-12=4161/0,3-16=-3796/0,7-13=0/5164,3-15=0/5544,6-13=1776/0,4-15=-1558/0, 6-14=0/725,4-14=0/2291 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,Except member 11-8 2x4-1 row at 0-7-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)All plates are MT20 plates unless otherwise indicated. 4)Refer to girder(s)for truss to truss connections. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)Use Simpson Strong-Tie HHUS48(22-10d Girder,8-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 1-9-4 from the left end to 13-9-4 to connect truss(es)to front face of bottom chord. 7)Use Simpson Strong-Tie HHUS48(22-10d Girder,8-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 1-9-4 from the left end to 13-9-4 to connect truss(es)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Joaquin Velez PE No.68182 Uniform Loads(pt() MiTek USA,Inc.FL Cert 6634 Vert:10.18=10,1-9=120 6904 Parks East Blvd.Tampa FL 33610 Date: Continued on page 2 September 27,2018 o WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE M0-7413 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notMI a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent bucking of indvidual truss web and/or chord members only.Additional temporary and permanent bracing ' MiTek‘ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/Trl1 Qualify Criteria,051.89 and ICS!Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 ...____10 Job Truss Truss Type Oty Ply Cellar Beach House 715194639 J180168-F FGO3 Floor Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:53:25 2018 Page 2 ID:5FLwdBexjOrszutfxjZ4H3zdOm U-OhpmXSFo1668znrupvzIFfdGQgBhXcVoTRaIeTyZUyu LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:12=-1645(F=547,B=-1097)16=-1914(F=817,6=1097)13=-1645(F=547,B=1097)15=1914(F=817,13=-1097)14=-1914(F=-817,8=-1097) 19=1914(F=817,6=1097)20=1645(F=547,B=-1097)21=-1430 22=620 23=1430 I, I AWARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10,0317015 BEFORE USE. min. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an indvidual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent bucking of indvidual truss web and/or chord members only.Additional temporary and permanent bracing Miler(' h always requeed for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.deivery,erection and bracing of trusses and truss systems,see ANSI/T►I1 Qualify Criteria,DSI-B9 and SCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.lee Street.Suite 312.Alexandria,VA 22314. Tempe,FL 33610 p n a s Job Truss Truss Type Qty Ply Cellar Beach House 715194640 J180168-F FG04 Floor Girder 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:53:27 2018 Page 1 I D:SFLwdBexjOrszutfxjZ4H3zdOmU-y4x Wy8G3ZkMsC5?HwKODK4icrd4Q?dp5x13riLyZUys 1-8-0 1.5x4 II Scale=1:14.0 1 3x4= 2 3x4 = 12 3 3x4 = 4 e • HHUS48 HHUS48 HHUS48 8 9 7 10 6 11 5 4x4= 4x4= 3x8 II 5x5 = 2-1-4 4-0-12 6-2-0 2-1-4 1-11-8 2-1-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.76 Vert(LL) -0.01 7 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.12 Vert(CT) -0.01 6-7 >999 360 BCLL 0.0 Rep Stress Inc: NO WB 0.28 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Weight:87 lb FT=11% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x8 SP DSS except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 8=1614/0-3-8,5=1415/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-1245/0,1-2=-1571/0,2-3=-1454/0 BOT CHORD 6-7=0/1571,5-6=0/1454 WEBS 1-7=0/2005,2-7=-1120/0,3.5=-1856/0 NOTES- 1)2-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Use Simpson Strong-Tie HHUS48(22-10d Girder,8-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 0-8-6 from the left end to 4-8-6 to connect truss(es)to front face of bottom chord. 6) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=10,1-4=-120 Concentrated Loads(Ib) Vert:9=-280(F)10=-278(F)11=278(F)12=-1430 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 8834 6904 Parks East Blvd.Tampa FL 33610 Date: September 27,2018 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII-7473 rev.101032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPIl Quality Criteria.DSI-89 and BCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33810 Job Truss Truss Type Qty Ply Cellar Beach House 715194641 J180168-F FG06 Floor Girder 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:53:29 2018 Page 1 I D:5 F Lw d B exj o rs zu tfxj Z4 H 3 zd0m U-uT 2 H M p l J 5 Lca R 09g 212 h Q V o 3 N Rj oTV s 00 3Yyn E y Z U yq 1 1-9-6 1 1 1-9-6 1 1 1-9-2 1 Scale=1:31.5 4x4 = 3x5 = 3x4 = 3x4= 1.5x4 II 1.5x4 II 3x4= 3x4= 3x5 = 4x4= 1 211 3 4 5 6 7 8 9 10 H CI CI . .Cl ..CI E: e -- ` A - — -s— 1 e— 20 21 19 22 18 23 17 16 15 24 14 25 13 26 12 27 11 3x5 II HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 HHUS48 3x5 II HHUS48 HHUS48 1 2-2-10 I 4-3-8 1 6-4-7 1 8-5-5 I 10-6-3 I 12-7-1 I 14-8-0 I 16-8-14 1 18-11-4 1 2-2-10 2-0-14 2-0-14 2-0-14 2-0-14 2-0-14 2-0-14 2-0-14 2-2-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IDc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.31 Vert(LL) -0.14 15-16 >999 480 MT20 24-4/190 TCDL 20.0 Lumber DOL 1.00 BC 0.32 Vert(CT) -0.22 15-16 >998 360 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(CT) 0.02 11 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MSH Weight:256 lb FT=11% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-12 oc purlins, BOT CHORD 2x8 SP DSS except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20=2289/Mechanical,11=2355/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=1982/0,10-11=-2021/0,1-2=-2545/0,2-3=-4492/0,3-4=-5805/0,4-5=-6388/0,5-6=-6388/0,6-7=-6388/0, 7-8=-5857/0,8-9=-4537/0,9-10=-2574/0 BOT CHORD 18-19=0/2545,17-18=0/4492,16-17=0/5805,15-16=0/6388,1415=0/5857,13-14=0/4537,12-13=0/2574 WEBS 1-19=0/3071,2-19=1692/0,2-18=0/2431,3-18=-1231/0,3-17=0/1640,4-17=-687/0,4-16=0/974,10-12=0/3117, 9-12=1702/0,9-13=0/2452,8-13=-1237/0,8-14=0/1649,7-14=-651/0,7-15=0/907 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x8-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4)All plates are 5x5 MT20 unless otherwise indicated. 5)Refer to girder(s)for truss to truss connections. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)Use Simpson Strong-Tie HHUS48(22-10d Girder,8-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 0-9-5 from the left end to 18-2-11 to connect truss(es)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:11-20=10,1-10=-120 Concentrated Loads(Ib) Vert:17=-205(B)16=-233(B)15=-233(B)21=-206(B)22=-205(B)23=-205(B)24=-233(B)25=-233(B)26=-233(B)27=233(B) Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: September 27,2018 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MIt-7473 rev.10/032015 BEFORE USE. Design valid for use only with MTek9 connectors.This design is based only upon parameters shown,and is for an individual building component,not 1111 a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MIle lc' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery.erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualtly CrHerla,DSI-89 and SCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33810 f ► ob Truss Truss Type Qty Ply Cellar Beach House 715194642 J180168-F FG07 Floor Girder 1 3 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:53:31 2018 Page 1 ID.SFLwdBexjOrszutfxjZ4H3zd0m U-grA1 nVJZdyslhil29A4AVwtJiEGKx IthrN 13s6yZUyo 2-5-4 I 1 1-t1-0 1 1 1-3-8 Scale=1:41.8 4x7= 2x4 II 4x10 = 2x4 II 3x8 = 2x4 II 3x8 = 2x4 II 8x8 = 2x4 II 4x7= 1 2 3 4q. 20 55 8 7 8 9 10 11 Ern r r • , 19 18 17 18 15 14 13 12 3x4 I I 5x12 = 12x14 MT2OHS= 2x4 I I 3x5= 5x10 = 5x12 = 3x4 I I 25-0-8 25-0-8 Plate Offsets(X,Y)— LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.34 15 >869 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.89 Vert(CT) -0.66 15 >448 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.10 12 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:492 lb FT=11% LUMBER- BRACING- TOP CHORD 2x6 SP DSS'Except* TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins, 9-11:2x6 SP No.2 except end verticals. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 19=4955/0-8-0,12=4593/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-4770/0,11-12=-4379/0,1-2=-8161/0,2-3=8161/0,3-4=-22241/0,4-5=22241/0, 5-6=-27598/0,6-7=-27598/0,7-8=-20366/0,8-9=-20366/0,9-10=-7474/0, 10-11=-7474/0 BOT CHORD 18-19=0/259,17-18=0/15389,16-17=0/27598,15-16=0/27598,14-15=0/25677, 13-14=0/14266 WEBS 11-13=0/8308,1-18=0/9075,9-13=-7910/0,3-18=-8417/0,9-14=0/7104,3-17=0/7980, 4-17=-1175/0,7-14=-6238/0,5-17=-6461/0,7-15=0/3283,5-16=0/532,6-15=-2805/0 NOTES- 1)3-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4)All plates are MT20 plates unless otherwise indicated. 5) Refer to girder(s)for truss to truss connections. 6) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:12-19=10,1-11=-120 Concentrated Loads(Ib) Vert:6=4200 20=-2130 Joaquin Velez PE No.68182 MiTek USA,Inc.FL Cert 8834 6904 Parka East Blvd.Tampa FL 33610 Date: September 27,2018 f � Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MI67473 nee.10/03/2015 BEFORE USE. 1. Design void for use only with Mitek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Qualtty CrHerla,DSS-e9 and SCSI building Component 6904 Parke East BIW. Safety InlormaHon available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Cellar Beach House T15194643 J180168-F FG08 FLOOR GIRDER 1 3 Job Reference(optional) Manning Building Supplies, Jacksonville,FL 8.220 s May 24 2018 MiTek Industries,Inc. Thu Sep 27 07:53:33 2018 Page 1 ID:5FLwdBexjOrszutfxjZ4H3zd0mU-nE InCBLg9a60w0SRHb7eaLybS2zvPJx_JhWAw?yZUym 2-5-4 I I 2-5-4 Scale=1:31.5 3x5= 1.5x4 II 3x5= 1.5x4 II 1.5x4 II 3x4 = 2x4 II 4x10= 1 2 3 4 5 6 7 8 o @ 8 8 n fl e • 14 13 12 11 10 9 1.5x4 II 3x10 = 3x5 = 3x4 = 5x10= 2x4 II 18-9-12 18-9-12 Plate Offsets(X,Y)— [10:0-1-12,0-2-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) -0.17 10-11 >999 480 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.33 10-11 >680 360 BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MSH Weight:281 lb FT=11% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-13 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 8-10:2x4 SP 2250F 1.9E REACTIONS. (lb/size) 14=2157/Mechanical,9=6720/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-2031/0,8-9=-6654/0,1-2=-3075/0,2-3=-3075/0,3-4=-8326/0,4-5=-8326/0, 5-6=-8326/0,6-7=-10292/0,7-8=-10292/0 BOT CHORD 12-13=0/5623,11-12=0/8326,10-11=0/9969 WEBS 8-10=0/11960,1-13=0/3537,7-10=6455/0,2-13=-414/0,6-10=0/685,3-13=-3055/0, 6-11=2339/0,3-12=0/3448,5-11=0/690,4-12=1191/0 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4) Refer to girder(s)for truss to truss connections. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-14=10,1-8=120 Concentrated Loads(Ib) Vert:7=6470 Joaquin Vele:PE No.68182 MiTek USA,Inc.FL Cert 8834 6904 Parke East Blvd.Tampa FL 33610 Date: September 27,2018 1 � WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE MII.7473 rev.10'0312015 BEFORE USE. Design valid for use only with Mitek®connectors.This design is based only upon parameters shown.and is for an individual building component,not o truss system.Before use.the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T►11 Qualify Criteria,D51-89 and SCSI building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION I" Center plate on joint unless x,y 6-4'8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 3/ r 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury r�� Dimensions are in ff-in-sixteenths. 11%6. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system.e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 2. Trs bracing mbed y a 0-1/j6 wideustruss spacing,ust individualedsigne lel da bracesnengineer.themselves 4 may require bracing,or alternative Tor I MINEME ., A Ip=abracing should be considered. O Ll 1 I'MI 1 liMillor UO 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c6-' - I— designer,erection supervisor,property owner and plates 0 'nE'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint — required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that ii, Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. ■�O reaction section indicates joint WILIEI number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MI OM Mu t 18.Use of green or treated lumber may pose unacceptable _ environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI 1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone is not sufficient. DSB-89: Design Standard for Bracing. ', BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, T � ANSI/TPI 1 Quality Criteria. k Installing&Bracing of Metal Plate Connected Wood Trusses. • MiTek Engineering Reference Sheet:MII-7473 rev.10/03/2015 OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA Project Name: Cellar Residence Permit # Q ES lS-- u7$75'' Project Address: 1549 Beach Ave.,Atlantic Beach,FL 32233 As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide roduct approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1. Swinging Andersen Exterior Doors FL-14285A 2. Sliding 3. Sectional 4.Roll up 5.Automatic Clopay Garage Door FL-15043.5 6. Other B.WINDOWS 1. Single hung 2.Horizontal slider 3. Casement Andersen Casement Window FL-15551 4.Double hung Andersen DH Window FL-14597 5.FixedFL-155531 Andersen Fixed Window • 6.Awning Andersen AwningWindow FL-15552 7.Pass-through 8.Projected 9.Mullion 10.Wind breaker 11.Dual action 12. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1. Sidi Boral Siding 11.-17285 2. Soffits 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D.ROOFING PRODUCTS 1.Asphalt shingles 2. Underlayments Boral Underlayment Fl -14317-RS 3.Roofing fasteners 4.Nonstructural metal roof 5.Built-up roofmg 6. Modified bitumen 7. Single ply roofing 8.Roofmg tiles 9. Roofing insulation 10. Waterproofing Tremco Exoair 230 above grade FL-17763 11. Wood shingles/shakes Capital Forest Prod Certi-Sawn Shakes FL-13714-R4 12.Roofing slate 13.Liquid applied roofmg 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other2. _- BahamaCategory/Subcategory 1VIanufacturer Product Description Limitation of Use State# Local# E. SHUTTERS 1.Accordion Atlantic Shutter Bahama Shutter Aesthetic 1 1 Storm3. panels Other45. RColllonial 6.Equipment 7. STRUCTURALF. CONfPONENTS 1. ••• • • Concrete2.Truss plates 3.Engineered lumber 4.Railing 5. Coolers-freezers 6. admixtures 7.Material 8.Insulation forms 9.Plastics 10.Deck-roof 11. Wall 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight Velux Sun Tunnel FL-6393-R10 2. Other Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. (Contractor Name) (Print Name) (Signature) Company Name: C. F. Knight, Inc. Mailing Address: 4202 Ortega Blvd City: Jacksonville State: Florida Zip Code: 32210 Telephone Number: ( 904 ) 387-6148 Fax Number: ( 904 ) 384-8685 Cell Phone Number: ( ) E-mail Address: Build something great"' Boral TruExterior Siding INSTALLATION GUIDELINES The following information offers typical installation techniques when working with Boral TruExterior Siding Craftsman Collection- profiles.These products should never be used in structural or load bearing applications. These directions are guidelines. As with installing any building material, care should be taken to adhere to local code requirements and construction best practices to ensure installation is adequate for each specific application. Storage and Handling o The product will accept other types of fasteners including various types of exterior grade nails and screws. Care Boral TruExterior Siding should be stored on a flat, level surface. should be taken to ensure both fastener type and fastening Pallets are shipped from the manufacturing facility in a protective covering and each board has a factory applied primer. For patternwill meet local code requirements and performance expected performance results, ensure the product is dry and neeedds. clean when fastened to the wall. For proper paint adhesion,the • Safety-In working with any product that may cause product should be dry and clean before painting. airborne debris such as nuisance dust, be sure to take proper measures to protect against eye and inhalation Wall Preparation hazards. As a best practice, a weather-resistant barrier should be used in Expansion and Contraction-Boral TruExterior®Siding accordance with local building code requirements. However, it is is very stable+during periods of temperature and moisture highly recommended to use a drainable house wrap in change; no special precautions such as gluing or gapping are conjunction with Boral TruExterior®Siding. necessary to control or limit movement. Working With Boral TruExterior Siding Use at Grade-Since Boral TruExteriorSiding is highly resistant to moisture, termite attacks and won't rot`, it is This product is an excellent replacement for wood siding and can approved for ground contact. be installed using proven woodworking tools and methods. For ease of use, consider the following before working: Nail Holes and Repair-Filling nail and screw holes or • Cutting-Boral TruExteriorSiding can be cut using standard repairing any minor damage caused by handling may be done saw blades. However,for longer tool life carbide tipped blades using high-grade acrylic caulk or wood fillers. are recommended. Painting Boral TruExterior Siding is a requirement, and • Routing &Drilling-Boral TruExterior Siding can be drilled failure to do so will void the warranty.As in preparing for and routed using standard woodworking tools, but a carbide any painting project, be sure the surface of the product is free tipped router and drill bits are recommended. of dirt, debris or other contaminants prior to paint application. • Fastening Boral TruExteriorSiding can be painted using any high grade o Ensure the product is dry and clean before fastening to the wall. exterior paint. Make sure to follow the paint manufacturer's o Use fasteners designed for exterior trim and siding. application recommendations.+ • Use of 8d x 2 1/2" Stainless Steel Ring Shank Nails Boral TruExterior•Siding may be painted any color are recommended to meet the windload and performance without special precaution as the product is not prone to results stated in the ES report PER-13069. excessive movement due to heat buildup.+ o Use 2 fasteners per every framing member. • At least one fastener should be through the face of the Boral TruExterior•Siding is virtually impervious to profile, simply fastening the product through the tongue moisture', so there is no need to prime or paint end-cuts or alone is not sufficient. field-cut edges. o Fasteners should be installed every 16" - 24" OC or less to meet the performance results stated in the ES report PER Moisture cycling is a primary cause for paint failure on -13069. For best results, place fasteners within 2" of the edge wood products. Since Boral TruExterior® Siding is resistant of each board. to this moisture cycling; paint will perform better. o Use a fastener that is long enough to penetrate a solid wood Caulks&Sealants-While Boral TruExterior Siding does not substrate a minimum of 1 1/2". require priming or sealing of end cuts, a variety of caulks and o Fasteners should penetrate a framing member. Sheathing sealants may be used in conjunction with the product to help alone will not provide adequate support or holding power. prevent water intrusion to the structure.+ o Standard nail guns can be used to install the Boral TruExterior Siding. Nail guns should be adjusted to ensure nail head is flush with surface. MUM +More information can be found in Boral's technical bulletins for paint and adhesives and sealants,or in the product warranty. Documents can be found at www.BoralTruExterior.com 1.888.9BORAL9 I www.BoralTruExterior.com ©2016 Boral Composites Inc. degussa. Construction Chemicals THOROSEAL® Watertiruui ceiiielit-based coating for concrete and masonry PRODUCT DATA 7 07160 Cementitious Waterproofing Description Features Benefits Thoroseal®is a Portland-cement- • Waterproof Protects building interiors from dampness and based coating for concrete and moisture damage masonry that resists both positive • Resistant to both positive and negative Suitable for use below grade interior and exterior and negative hydrostatic pressure. hydrostatic pressure and in water-treatment construction Polymer-modified with Acryl 60®, Thoroseal®creates a low- • NSF approved(white or gray,only) Use in potable water tanks maintenance and highly durable • Breathable Allows interior moisture to escape without waterproof barrier. damaging coating • Compatible with high-performance coatings Accepts a wide range of architectural coatings and textured finishes Yield 225 ft2/50 lb(20.9 m2/22.7 kg)bag • Aesthetically beneficial Hides minor surface defects and blemishes in architectural concrete as a base coat at 1/16"(1.6 mm) dry-film thickness. • Aesthetically superior Available in 10 standard colors and in custom colors 450 ft2/50 lb(41.8 m2/22.7 kg)bag as a topcoat at 1/32°(0.8 mm) dry-film thickness. Coverage will vary depending on ACRYL 60° Where to Use surface texture and porosity. 1 quart(0.9 L)bottles APPLICATION Packaging 1 gallon(3.8 L(bottles • Alternative to mechanical finishing or rubbing THOROSEAL° 5 gallon(18.9 L)pails of concrete 10 lb(4.5 kg)cans for Thoroseal® 30 gallon(113 L)drums • Waterproofing basement and retaining walls white and standard gray only 55 gallon(208 L)drums • Foundations 30 lb(13.6 kg)polyethylene-lined Color • Bridges and tunnels bags for Thoroseal®white and White and standard gray(this color is not uniform) • Water cisterns standard gray only 10 Landscape standard colors:bone,dijon, LOCATION 50 baglb s fo�Tho.7 9oseal®white) h teestlandard ned French vanilla,good earth,light khaki,Thoro®gray, • Vertical and light-pedestrian horizontal surfaces Navajo white,parchment,pearl gray,and putty tan gray,all landscape standard colors • Interior and exterior and custom colors Custom colors are available for 5,000 lbs(2268 kg) • Above and below grade 60 lb(27.2 kg)pails for Thoroseal® minimum order. white,standard gray,Navajo white, Shelf Life SUBSTRATE pearl gray,Thoro®gray,and custom 1 year when properly stored • Cast-in-place and precast concrete colors Storage • Block,brick,and porous stone Transport and store in unopened containers and keep in a clean,dry condition protected from rain,dew, and humidity.Do not stack bags more than 2 pallets high.If dry onsite storage of bags is unavailable or if Thoro project is located in a very wet,humid climate zone, • then specify Thoroseal®packaged in 60 lb(27.2 kg) metal pails.Store Acryl 60®in similar conditions.Do not allow Acryl 60®to freeze. www.DegussaBuildingSystems.corn • THORO°PRODUCT DATA THOROSEAL° Technical Data Composition Test Data Thoroseal®contains cement,graded sand,and PROPERTY RESULTS TEST METHODS proprietary additives. Initial Set,min, 10 Lab Method at 70°F(21°C),50%rh Final Set, 90 Lab Method at 70°F(21°C),50%rh Density,(cured).Ibs/ft3(kg/m') 129(2,080) Lab Method Positive resistance to 752 CRD C 48,modified hydrostatic pressure,hrs, No leakage,no softening at 200 psi(1.4 MPa),461 head ft, air cured at 70°F(21°C), 50%rh Negative resistance to 664 CRD C 48,modified hydrostatic pressure,hrs, Limited dampness at 200 psi(1.4 MPa),461 head ft, air cured at 70°F(21°C), 50%rh Potable water(direct contact) Suitable; BS6920(British standard) approved NSF Standard 61 Water absorption,%, 3.6 ASTM C 67(Section 7.3) boiling water submersion at 24 hours Compressive strength,psi(MPa) ASTM C 109 7 days 4,200(29) 28 days 6,030(42) Flexural strength,psi(MPa) ASTM C 348 7 days 360(2.5) 28 days 1,027(7) Tensile strength,psi(MPa) ASTM C 190 7 days 250(2) 28 days 440(3) Modulus of elasticity,psi(MPa) ASTM C 469 28 days 2.72x10'(1.87x101) Artificial weathering,hrs Xenon Arc 5,000=No failure ASTM G 26 Carbon Arc 500=No failure ASTM G 23 Adhesion strength,psi(MPa) 418(2.9) Test by tensile bond Artificial weathering, No cracking, Atlas Type DMC loss of adhesion, weatherometer checking,or other defect Freeze/thaw resistance, No change ASTM C 666(Procedure B) 200 cycles Salt spray resistance, No defect ASTM B 117 300 hours Carbon Dioxide(C0:), 1/16(1.6) Lab Method in(mm) Equivalent to 3/4'(19 mm) Diffusion new concrete Permeance,perms 12(0.10698) ASTM E 96 (metric permeability) 18 x 10'resistance (water-vapor transmission) Swedish standard SS-02-15-82 THORO•PRODUCT DATA THOROSEAL• Test Data,continued PROPERTY RESULTS TEST METHODS Wind-driven rain,hrs 8=excellent Fed.Spec.TT-P-0035 (Para 4.4.7) Coefficient of thermal expansion, 6.99 x 104 (5 x 10-') ASTM C 531 in/in/°F(mm/mm/°C),at 28 days Impact strength No chipping Fed.Spec.TT-P-0035 (Gardener impact tester) (Cement paints para.3.4.8) Hardness,(Barber Colemen Impresser) Fed.Spec.TT-P-0035 Requirement min=30,max=60 (para 4.4.9) 7 days 35 14 days 47 21 days 52 Abrasion resistance, Passed Fed.Spec.TT-P-141B 3,000 L sand Reflectance ASTM D 2244 using Gray Thoroseal• 64.2 Hunterlab D-25 meter White Thoroseal• 88.1 Fungus resistance, No growth;meets all Fed.Spec.TT-P-29B at 21 days requirements Surface burning characteristics ASTM E 84 Flame Spread 0 Smoke developed 5 Fire Propagation Index=1.5 BS476:Part 6:1981 Flame spread Class 1 BS476:Part 7:1971 Test results are averages obtained under laboratory conditions.Reasonable variations can be expected. How to Apply Mixing 5. Pot life is 60—90 minutes at 70°F(21°C).At Surface Preparation 1. Mix Thoroseal°with a mixing liquid consisting of high temperatures and low relative humidity,pot 1. Surface preparation is extremely important for a blend of Acryl 60°diluted with water.Maximum life can be significantly less. proper adhesion.Substrates must be sound and dilution ratio is 1 part Acryl 60°to 3 parts water. Application free of dust,dirt,laitance,paints,oils,grease, Approximately 6 quarts of mixing liquid is needed 1. Apply Thoroseal°with a Thoro°brush or broom curing compounds,or any other contaminants. per 50 lbs of Thoroseal°powder.Up to 2 additional or equivalent stiff fiber brush or by textured spray Verify substrate has properly cured.Concrete should quarts of mixing liquid maybe added when using as equipment.Spray applications of the first coat obtain 80%of design strength,typically achieved a rubbing compound. require back brushing or brooming to properly fill within 3—14 days.If efflorescence is present, 2. For best results,mechanically mix Thoroseal° voids and achieve uniformity. mechanically remove it before proceeding.For with a slow-speed drill and mixing paddle.Gradually 2. Completely dampen the substrate with water extreme cases where this is not adequate,contact add the powder to the mixing liquid while drill is before application starts.Do not saturate the Technical Service. running. substrate,but keep it cool and damp throughout the 2. Patch all holes and cracks before installation. 3. When properly blended,Thoroseal°will have application. 3. Relieve hydrostatic pressure in concrete block the lump free consistency of smooth,heavy batter. 3. It is essential to work first coat thoroughly into with weep holes. 4. Allow the Thoroseal°and Acryl 60°mixture to the substrate to completely fill and cover all voids, 4. Roughen or brush blast extremely smooth rest undisturbed for a minimum of 10 minutes to holes,and nonmoving cracks.Finish with a surfaces such as precast and cast-in-place concrete fully wet out all the powder.Then remix the wet horizontal stroke for an even coat. to ensure good mechanical adhesion of Thoroseal°. mixture and apply.A small amount of mixing liquid can be added to this remixing. THORO•PRODUCT DATA THOROSEAL• 4. Allow to cure 24 hours,then apply the second 3. For both below-grade interior and below-grade • Do not apply in rain or when rain is expected coat and finish with a vertical stroke.Above grade, exterior applications where water might move within 24 hours.Do not apply above 90°F(32°C) the second coat can be replaced with a Thoro° between vertical walls and slab or footer,it is or below 40°F(4°C)or when temperatures are high-build architectural coating to achieve better recommended to cut out and place a Waterplug° expected to fall below 40°F(4°C)within 24 color uniformity. cove at the wall and floor junction prior to the hours.For hot and cold temperature applications, 5. On block or masonry walls,allow 5-7 days application of the Thoroseal°base coat. store Thoroseal',Acryl 60°and water at 50°F before applying second coat to eliminate joint read 4. Thoroseal°can be covered with extruded (10°C)to 70°F(21°C)before use. through. polystyrene insulation board during the second coat • Hot substrates will effect working time and Specific Applications application.The board must be fully coated with material strength. Thoroseal°and embedded into the still-wet coating • Variations between inside and outside Above-grade interior or exterior applications in alreadyin place on the walls.Exercise care when positive pressure situations(direct contact with rain temperatures may result in condensation on or standing water with a low head of pressure) placing the coated board because it should not be below-grade walls treated with Thoroseal°. moved or slipped.Once placed,do not move the This can be alleviated by assuring that adequate 1. A 50 lb(22.7 kg)bag of Thoroseal°will provide board.After curing,prepare the above-grade ventilation exists. the following coverage at the designated material portions of the boards by roughening or removing • usage. the surface skin and then coating with Thoroseal° Windy,dry,or hot conditions may require Recommended coverage: to protect them from UV light degradation. rewetting of Thoroseal during cure and the use of polyethylene barriers. • First Coat:2 lbs/yd'(1.1 kg/m')= WATERPROOFING POTABLE WATER TANKS • Before specifying Thoroseal°for water-retaining 225 ft2/50 lb bag(20.9 m2/22.7 kg bag) OR RESERVOIRS structures,conduct tests to determine water • Second Coat:1 Ib/yd'(0.54 kg/m')= 1. Install Thoroseal°as directed in the general quality.Thoroseal°is not intended for 450 ft2/50 lb bag(41.8 0/22.7 kg bag) Application instructions. continuous contact with acid or sulfate- • Total: 3 lbs/yd'(1.6 kg/m'),cured nominal 2. After Thoroseal°has fully cured,wash down the containing water.Very soft water will have an thickness of 1/16"(1.6 mm). Thoroseal°surface with saline solution(salt brine, adverse effect on Thoroseal°. Coverage will vary depending on surface texture 1 lb salt per 1 gallon water). • Service temperatures:immersion,up to 140°F and porosity. 3. Leave saline solution on the entire Thoroseal° (60°C);cleaning water,up to 200°F(93°C); 2. A 3 lbs/yd'(1.6 kg/m')application rate does surface for at least 24 hours. dry air,up to 220°F(104°C). . not eliminate surface irregularities such as struck 4. Rinse off saline solution completely.If needed, • On all projects,it is recommended that a sample mortar joints.To hide surface irregularities,spray reapply saline solution until final rinse water is be prepared on site and approved prior to the and back-brush a base coat of Thoroseal°at completely clean and clear. commencement of the work.The site sample 2 lbs/yd'(1.1 kg/m2)and allow it to cure for 5-7should confirm the color,texture and Color Uniformity workmanshiprequired until the job is finished days.Then spray apply and back trowel a topcoat of q Thoroseal°Plaster Mix(see Form No.1019908)at With any cementitious product,such as Thoroseal°, and accepted.Retain the sample until final an application rate of 9 lbs/yd'(4.9 kg/m1). it may be difficult to achieve color uniformity due to approval is secured. weather and substrate variability.For this reason,it . Allow Thoroseal°to cure 7-10 days before BELOW-GRADE INTERIOR APPLICATIONS may be necessary to apply a topcoat of a Thoro° immersion in water. 1. The standard application is 3 lbs/yd'(1.6 kg/m2). architectural coating. • Make certain the most current versions of 2. For high hydrostatic pressure conditions(over Clean Up product data sheet and MSDS are being used; 15 psi[0.10 MPa]),increase application rate to Promptly clean hands and all tools with warm call Customer Service(1-800-433-9517)to 4 lbs/yd'(2.2 kg/m')and waterproof from the water while product is still wet.Cured material verify the most current version. positive side wherever possible. may only be removed mechanically. • Proper application is the responsibility of BELOW-GRADE EXTERIOR APPLICATIONS the user.Field visits by Degussa personnel 1. Use Thoroseal°Foundation Coating(see Form For Best Performance are for the purpose of making technical No.1019907)For high hydrostatic pressure • Thoroseal°must be modified with Acryl 60°to recommendations only and not for supervising conditions(over 15 psi[0.10 MPa]),apply a base achieve the properties listed in the technical or providing quality control on the jobsite. coat of Thoroseal°Foundation Coating at 2 lbs/yd' data section. (1.1 kg/m')and allow to cure for 5-7 days. • Do not apply to substrates with active water 2. Then apply a topcoat of Thoroseal°Plaster Mix leaks or moving cracks;patch all leaking static at 12 lbs/yd'(6.5 kg/m2).A steel trowel finish is cracks and holes with Waterplug°.Repair any recommended. other nonmoving cracks or voids with the appropriate Thoro°repair product and repair all moving cracks or voids with appropriate sealant. • Maintain or place expansion and control joints as necessary. THORP'PRODUCT DATA THOROSEAL° Health and Safety THOROSEAL® Caution Thoroseal®contains calcium hydroxide,crystalline silica,iron(III)oxide monohydrate,and Portland cement. Risks Product is alkaline on contact with water and may cause injury to skin or eyes.Ingestion or inhalation of dust may cause irritation.Contains small amount of free respirable quartz which has been listed as a suspected human carcinogen by NTP and IARC. Repeated or prolonged overexposure to free respirable quartz may cause silicosis or other serious and delayed lung injury. Precautions KEEP OUT OF THE REACH OF CHILDREN.Avoid contact with skin,eyes and clothing.Prevent inhalation of dust.Wash thoroughly after handling. Keep container closed when not in use.DO NOT take internally.Use only with adequate ventilation. Use impervious gloves,eye protection and if the TLV is exceeded or used in a poorly ventilated area, use NIOSH/MSHA approved respiratory protection in accordance with applicable federal,state and local regulations. First Aid In case of eye contact,flush thoroughly with water for at least 15 minutes.In case of skin contact,wash affected areas with soap and water.If irritation persists,SEEK MEDICAL ATTENTION.Remove and wash contaminated clothing.If inhalation causes physical discomfort,remove to fresh air.If discomfort persists or any breathing difficulty occurs or if swallowed,SEEK IMMEDIATE MEDICAL ATTENTION. Refer to Material Safety Data Sheet(MSDS)for further information. Proposition 65 This product contains material listed by the state of California as known to cause cancer,birth defects, or other reproductive harm. VOC Content 0 lbs/gal or 0 g/L,less water and exempt solvents. For medical emergencies only, call ChemTrec(1-800-424-9300). • THORUe PRODUCT DATA THOROSEAL® Degussa Building Systems LIMITED WARRANTY NOTICE Every reasonable ellen is made to apply Degussa exacting standards both in the manufacture of our products and in the infarmaaon which we issue concerning these products and their use.We warrant our products to be of good quality and will replace or,at our election,refund the purchase price of any products proved defective.Satisfactory results depend not only upon quality products,but also upon many factors 889 Valle Park Drive beyond our control There/ore.except for such replacement or refund,Degussa MAKES NO WARRANTY OR GUARANTEE.EXPRESS OR IMPLIED.INCLUDING WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE OR Y MERCHANTABILITY,RESPECTING ITS PRODUCTS,and Degussa shall have no other liability with respect thereto.Any claim regarding product defect must be received in writing within one(I I year from the date of shipment.No Shakopee,MN,55379 claim will be considered vethsut such written notice or after the specified time interval.User shall determine die suitability of bre products for the intended use and assure all risks and liability in connection therewith.Any P authorized change in the printed recommendations concerning the use of our products must bear the signature of Ore Degussa Technical Manager. www.de ussabuildin s stems.com This information and all hither te.'.riical advice are based on Degussai present knowledge and experience Hpreeer,Degussa assumes no liability for providing such information aWince ce including the extent to wic nch sinformation 9 9 Y and adMce may relate to moving third party intellectual property rights,especially patent rights.In particular,Degussa disclaims all WARRANTIES,WHETHER EXPRESS OR IMPLIED,INCLUDING THE IMPLIED WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE OR MERCHANTABILITY DEGUSSA SHALL NOT BE RESPONSIBLE FOR CONSEQUENTIAL,INDIRECT OR INCIDENTAL DAMAGES INCLUDING LOSS OF PROFITSI OF ANY KIND.Degussa reserves Customer Service 800-433-9517 the right to make arty changes according to technological progress or further developments.It is the customer's respohoibiliity and obligation to carefully inspect and test any incoming goods.Performance of the prduictsl described herein should be verified bytesting and carried out only by qualified experts.h is the sole responsibility of the customer to carry out and arrange tin any such testing Reference to trade names used by other companies is neither a recommendation, Technical Service 800-243-6739 nor an endorsement of any product and does not imply that similar products could not be used Form No.1019906 9/03(Replaces 1/00 m 2003 Degussa For professional use only.Not for sale to or use by the general public. Printed on recycled paper including 10%post-consumer fiber. Printed in U.S.A. fi TRemco EXOAIR® 230 Fluid-Applied Synthetic Air and Vapor Permeable Membrane Commercial Sealants&Waterproofing APPLICATION INSTRUCTIONS 1 Purpose 4.3 EXOAIR®230 is not to be used as a permanently exposed surface. 1.1 The purpose of this document is to establish uniform procedures for Contact your local Tremco Sales Representative for project specific installing EXOAIR®230 Fluid-Applied Synthetic Air and Vapor requirements. Permeable Membrane. 4.4 The membrane shall be protected from rain and washout prior to 1.2 The techniques involved may require modifications to adjust to drying. jobsite conditions.Tremco recognizes that site specific conditions, 4.5 When applying to surfaces below 40°F(5°C),please refer to the weather patterns,contractor preferences and membrane detailing Technical Bulletin-Cold Temperature Recommendations for Air may require deviation or alteration from these prescribed installation Barrier Applications at www.tremcosealants.com or contact Tremco procedures.When such circumstances exist on a project,Tremco Technical Service at 866-209-2404. recommends that the local Tremco Sales Representative or Tremco Technical Service be contacted for assistance and approval as 4.6 EXOAIR®230 is not to be applied directly to fireproofing materials. required. Contact Tremco Technical Service at www.tremcosealants.com for alternative recommendations. 1.3 EXOAIR®230 is compatible with and part of ExoAir Air Barrier Systems,a complete line of air barrier systems provided by Tremco. 4.7 Keep product from freezing prior to being applied to the substrate.It is best to store EXOAIR®230 off the floor at an ambient 2 Scope temperature above 40°F(4°C). 2.1 This document will provide the necessary instructions for the application of EXOAIR®230 and its related air barrier system 5 Storage components. 5.1 Store EXOAIR®230 in original,undamaged packages in a clean, dry,protected location with temperatures 40 to 100°F(5 to 37°C). 3 Possible System Components 3.1 Recommended materials and their use are as follows.For more 6 Substrate Preparation information on the following materials,please contact your local 6.1 Roofing systems shall be capped and sealed,or top of walls Tremco Sales Representative or visit our website for product protected,in such a way as to eliminate the ability of water to specific data sheet and application instructions at saturate the wall or interior space,both before and after,air barrier www.tremcosealants.com. system installation.Coordinate installation of EXOAIR®230 with Detail Sealant: the roofing trade to ensure compatibility and continuity with the roofing system. • Dymonic®100 • Spectrem®1* 6.2 Continuity of the air barrier system is critical to the performance of • Tremflex®834* the façade.Proper connections to other envelope systems such as *May only be used as directed in Sections 7.1,7.2,and 8.6. the waterproofing,flashing,roof and window/curtain wall systems Transition Membrane: shall be documented and approved by each manufacturer.Visit ExoAir Duo Membrane www.tremcosealants.com for various system testing performed at • ExoAir Duo (Thru Wall Flashing) the Tremco Test Facility or to submit a project connection detail for • testing. • ExoAir 110 • ExoAir 110AT 6.3 Surface to be coated must be dry,clean,smooth,firm,free of • ExoAir 230 release agents,dust,mud,loose mortar,wires,fins,metal • Proglaze ETA(Engineered Transition Assemblies) projections or any other substances that might prevent placement and bonding of membrane. For porous substrate moisture content, Other Accessories: please visit www.tremcosealants.com/technical- • ExoAir Eco resources/technical-bulletins.aspx for additional information. • ExoAir Flex Foam • ExoAir LEF(Low Expanding Foam) 6.4 EXOAIR®230 may be applied to most typical building materials • ExoAir Termination Mastic such as exterior sheathing boards,CMU,concrete,exterior grade • ExoAir Trio plywood,OSB and metal surfaces. • Illmod 600® 6.5 Exterior sheathing shall be installed according to the manufacturer's • Tremco 2011 Mesh installation instructions.All board edges shall be sound and anchored in a way to provide minimum deflection. All board edges 4 Limitations shall be cut cleanly and excess debris shall be removed. 4.1 UV exposure should not exceed 12 months before façade installation.If the 12 month limit is exceeded,contact Tremco 6.6 CMU walls shall have all joints filled and struck flush.Mortar should Technical Service at 866-209-2404,or visit the Technical be cured a minimum of 7 days.Any voids shall be patched with Resources area of our website at www.tremcosealants.com and mortar,a non shrinking grout or other approved patching material. °Ask the Expert." 4.2 Do not apply to damp,contaminated or frost-covered surfaces. www.tremcosealants.com Page 1 of 3 EXOAIR®230 Fluid-A.•lied S ntheticAir and Valor Permeable Membrane 6.7 All concrete substrates shall be clean and free of all release agents. 8 Membrane Application Any voids shall be patched with mortar,non-shrinking grout or other 8.1 Using a minimum 3/4'(19 mm)nap roller or spray applicator, approved patching material. ExoAir 230 is to be applied at 48 wet mils(33 ft2/gal;3.07 M2/US 6.8 Exterior grade plywood shall be securely fastened.All board joints, gal)on exterior glass-mat sheathing and 70 wet mils(23 ft2/gal;2.13 fasteners,knots,or other defects need to be detailed with Tremco MZ/US gal)on porous substrates.Please refer to the Technical Dymonic 100. Bulletin Spraying Guide at www.tremcosealants.com for more information on spraying ExoAir 230. 6.9 OSB requires approval by the local Tremco Sales Representative prior to application.OSB requires mock-ups and pull-tests to 8.2 Use a wet film mil gauge as well as staging of material to ensure validate proper adhesion and performance.Please consult your proper application thickness. local Tremco Sales Representative when OSB is used. 8.3 When transitioning onto ExoAir self-adhered membranes,Dymonic 6.10 Metal surfaces require a pull-test to validate proper adhesion and 100 shall be used to detail the edges of the EXOAIR self-adhered performance.Metal surfaces need to be clean and free of oils or membranes prior to the installation of ExoAir 230. other contaminants. 8.4 Seal around brick-ties and other penetrations as work progresses. Visit www.tremcosealants.com for various system testing performed at the Exercise care when applying around brick-ties to ensure uniform Tremco Test Facility or to submit a project connection detail for testing. coverage. 7 Detail Work Prior to Air Barrier Membrane 8.5 Tremco has conducted in-house testing on a variety of fasteners used in commercial construction for attaching various Application insulation/cladding systems.The results demonstrated that if 7.1 Construction Gaps:It is best practice to have all construction gaps installed properly according to the manufacturer's installation detailed with Dymonic 100 or Tremflex 834.However,EXOAIR® instructions,the fasteners/facade anchors tested in conjunction with 230 fluid-applied membranes can bridge construction gaps 1/16' the ExoAir membranes created an air and watertight seal.Tremco (1.6 mm)or less without additional detailing.All gaps greater than recommends contacting Technical Service at 1/16'(1.6 mm)shall be treated in the following ways,depending on www.tremcosealants.com for a list of evaluated fasteners/facade substrate,joint size and expected movement.Please choose the anchors,or to submit a fastener/facade anchor for testing. appropriate product based on the movement requirements and joint dimensions set forth from the design build team. 8.6 If detail work is being done after the air barrier membrane has been installed,seal around brick-ties and other penetrations with an • Dymonic 100(+100/-50%movement,1/4"to 1"joint) additional coat of ExoAir 230,or detail with Dymonic 100,ExoAir • Illmod 600(+/-25%movement,1/8"to 2-5/8"joint) Termination Mastic or Spectrem 1.Spectrem 1 may be used when • Proglaze ETA(varies based on system selection) there will not be any additional ExoAir membranes installed over it. • Tremflex 834(+/-12%movement,1/4"to 1'joint) Location,cladding type and service life temperature may determine which detail material must be used. 7.2 Fasteners:Fasteners should be flush with the surface of the substrate.Fasteners which are protruding from or sunk below the 8.7 Protect membranes to avoid damage by other trades and face of the substrate shall be treated with a detail coat of Dymonic construction materials during subsequent operations.Insulation 100,or Tremflex 834 prior to the installation of EXOAIR®230.The and/or protection products may be installed after membranes have detail sealants may be coated over once a skin has developed.If cured,16 to 24 hr following application,or firm and dry to the touch. the fastener penetration occurs after the EXOAIR®230 membrane 8.8 Connect the ExoAir Air Barrier System to the adjacent building has been installed,detail all fastener penetrations not flush to the envelope systems such as the roof membrane,below-grade EXOAIR®230 membrane with Dymonic 100 or Spectrem 1 sealant waterproofing membrane,window and curtain wall systems and 7.3 Penetrations:Penetrations must be rigidly supported through other portions of the building envelope using the recommended membrane as to not allow movement of penetrating item. Tremco materials.For more information on those materials and application details,please visit www.tremcosealants.com. 7.4 Rough Openings,Corners,Tie-Ins to other building envelope systems:Please consult www.tremcosealants.com for detail 8.9 Schedule work so that the air barrier system is covered as soon as drawings and technical bulletins showing typical transitions and tie- possible after installation.If the air barrier system cannot be ins.For job specific details or questions,please contact Tremco covered within 12 months after installation,apply temporary UV Technical Service at 866-209-2404. protection. Contact Tremco Technical Service for additional recommendations at 866-209-2404,or visit the Technical Resources area of our website at www.tremcosealants.com and • 'Ask the Expert.' www.tremcosealants.com Page 2 of 3 EXOAIR®230 Fluid-A.'lied S nthetic Air and Va•or Permeable Membrane 9 Inspection, Testing, Repair 9.1 Inspect the surface of the EXOAIRO 230 thoroughly for pinholes, blisters or other voids in the membrane.If any are detected,reapply until a monolithic coating at the specified minimum thickness is achieved.If the membrane has already been completely cured, prepare the surface with a mineral spirit wipe or xylene to clean and soften the surface of the EXOAIRO 230 membrane.Reapply at the minimum specified thickness with EXOAIR®230,extending out 4° (10 cm)beyond the pinholes,blisters or other voids. 9.2 Inspect the air barrier system before covering and repair any punctures or damaged areas.Make repairs with Dymonic 100 or Spectrem 1 as appropriate,extending the repair material a minimum of 4"(10 cm)beyond the puncture or damage in all directions. 9.3 If on-site adhesion testing is required,Tremco recommends ASTM D4541 Standard Test Method for Pull-Off Strength of Coatings Using Portable Adhesion Testers.EXOAIR®230 should be allowed to dry for a minimum of 72 hr.or until fully cured,whichever is longer,prior to conducting test.Additional information about this testing can be found at www.tremcosealants.com in the Technical Bulletin section. 10 Clean Up 10.1 Remove any masking materials immediately after installation. Clean spillage and soiling on adjacent construction that will be exposed in the finished work using cleaning agents and procedures recommended by manufacturer of the affected construction. 10.2 Uncured Dymonic 100,ExoAir Termination Mastic,ExoAir Primer or Spectrem 1 can be cleaned using a solvent wipe. 10.3 Uncured Tremfiex 834 or EXOAIR®230 can be cleaned using a clean,damp cloth and water. 10.4 Cured sealants or fluid-applied membranes can be cleaned using a solvent wipe.Mechanical removal methods may also be necessary. 10.5 Please refer to the Technical Bulletin Spraying Guide at www.tremcosealants.com for more information on cleaning the spray pump after ExoAir membrane application. ti Fto 0418/EXOAI R230AI-AB c�EoEO Q ro ,% Please refer to our website at www.tremcosealants.com for the most u.-to-date ..lication Instructions. °E Tremco Commercial Sealants 8 Waterproofing 3735 Green Rd 1451 Jacobson Ave 220 Wicksteed Ave 1445 Rue de Coulomb Beachwood OH 44122 Ashland OH 44805 Toronto ON M4H1G7 Boucherville QC J4B 7L8 216.292.5000/800.321.7906 419.289.2050/800.321.6357 416.421.3300/800.363.3213 514.521.9555 www.tremcosealants.com Page 3 of 3 F C9313- eib ENGLISH:Center the flashing over the rough opening and secure 21 - - - X=3"(75 mm) 11/2"(4o mm) - the flange with nails along the sides.Seal all exposed nail heads. Y=6"(150 mm) ESPANOL:Centre el tapajuntas sobre el hueco y asegure la brida I VVVV - con clavos a los lados.Selle todas las cabezas de clavos expuestas. II1 FRANCAIS:Centrez le solin sur l'ouverture brute et fixez le rebord r a l'aide de clous le long des cotes.Scellez toutes les tetes de clou - , `'41 — exposees. — y -r -7 J— — Vii ;•!.:Z-4f,,,",..,: i',, ta t iI a i_i=f— { s, .5a N 4- . . I z a oii fi a3 ; W 61G`F ! 1.. I II IJ ENGLISH:Overlap the top of the flange with underlayment to P � J — — allow for proper drainage. Alt ESPANOL:Cubra la parte superior de la brida con lamina de sopor- L — to para lograr un drenaje adecuado. FRANcAIS:Recouvrez le rebord superieur de membrane autocol- i_ _ _ __ lante afin d'assurer un drainage adequat. j— — — — 0 - —— -- — Il Iill I1 1, ____i i Po II ! �/ ENGLISH:Reinstall roofing material over the flange.Leave a l ____ 5/e"(15 mm)channel for water to run off. ESPANOL:Instale nuevamente el material de cubierta sobre la brida. ` Deje un canal de 5/a"(15 mm)para que el agua pase. Sia"(15 mm) 1 t, FRANcAIS:Reinstallez le materiau de toiture sur le rebord.Prevoyez [ un canal de 5/8"(15 mm)pour permettre l'ecoulement de Peau. 1 I e_ _ I t , .„,...„,, , _ . ..,..„„,„....,.,,,. , , '`,-+.*:.: ap 1 � 11 1 II 11 II VELUX® 15 Y. �, FORM R405-2017 OFFICE COPY RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: ❑ This checklist O A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). ❑ Energy Performance Level(EPL) Display Card(one page) ❑ HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 ❑ Mandatory Requirements(five pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) EnergyGauge®-USRCSB v6.0 9/12/2018 4:37:31 PM Page 1 of 1 a • ') FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Cellar Beach House Builder Name: Street: 1549 Beach Ave Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types (7875.1 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 4574.90 ft2 b.Frame-Wood,Exterior R=19.0 2892.10 ft' 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=13.0 360.80 ft2 4. Number of Bedrooms 5 d.other(see details) R= 47.30 ft2 10.Ceiling Types (3707.0 sqft.) Insulation Area 5. Is this a worst case? No / a.Roof Deck(Unvented)1/ R=20.0 3707.00 ft2 6. Conditioned floor area above grade(ft2) 6252 V b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(1844.4 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 421.72 a. U-Factor: Dbl,U=0.30 1030.20 ft2 b.Sup: Attic,Ret:Attic,AH:Attic 6 283.66 SHGC: SHGC=0.20 ✓ c.Sup:Attic,Ret:Attic,AH:Studio 6 107.38 b. U-Factor Dbl,U=0.32 814.20 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.16 a.Central Unit '� 45.0 SEER:15.00 b.Central Unit"***, 33.4 SEER:15.00 c. U-Factor: N/A ft2 c.Central Unit 16.5 SEER:15.00 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump `-- 43.5 HSPF:9.00 SHGC: b.Electric Heat Pump .i 33.8 HSPF:9.50 Area Weighted Average Overhang Depth: 6.574 ft. c.Electric Heat Pump '- 16.7 HSPF:8.50 Area Weighted Average SHGC: 0.182 14.Hot water systems 8. Floor Types (6252.0 sqft.) Insulation Area a.Prone Tankless Cap:1 gallons--- EF: allonsEF:0.750 a.Slab-On-Grade Edge Insulation R=0.0 2912.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 2545.00 ft2 None c.other(see details) R= 795.00 ft2 15.Credits Pstat Total Proposed Modified Loads: 167.04 PASS Glass/Floor Area: 0.295 Total Baseline Loads: 187.59 I hereby certify that the plans and specifications covered by Review of the plans and :••''ti��iE STgT':t..,• this calculation are in compliance with the Florida Energy specifications covered by this ,,•, 'O; rz:• 0 Code. n, calculation indicates compliance `��� = �+ with the Florida Energy Code. • b-:n,„ ,, :.;.•,,e,;:O i PREPARED BY: Before construction is completed �`r'' - :yi--. DATE: 9/12/18 this building will be inspected for `• 1 'I �� i 3 compliance with Section 553.908 '; .'•, ` ° : , I herebycertifythat this build.••, as desi ed, is in c chance Florida Statutes. '� �" •• =`�S with the Florida Energ�i o . / h/L1 COD y�rE•1'4,•...,OWNER/AG NT ,� ii BUILDING OFFICIAL: fri Li DATE: '1 1 i DATE: 10-a / a 6/E - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50(R402.4.1.2). 9/12/2018 4:37 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 6 FORM R405-2017 PROJECT Title: Cellar Beach House Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 6252 Lot# Owner Name: Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1549 Beach Ave Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V Design Location / TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,MAYPORT_NS✓ FL_MAYPORT_NS 39 90 70 75 1037 61 Medium BLOCKS Number Name Area Volume 1 Block1 3244 38506 2 Block2 2182 25083 3 Block3 826 8604 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1st Floor 3244 38506 Yes 3 1 1 Yes Yes Yes 2 2nd Floor 2182 25083 No 2 4 1 Yes Yes Yes 3 Studio 826 8604 No 0 0 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulation 1st Floor 244.6 ft 0 2912 ft2 ____ 0 0 1 2 Crawlspace 1st Floor 89.8 ft 0 332 ft2 19 0 0 1 3 Floor Over Other Space 2nd Floor ____ ____ 2182 ft2 0 0 0 1 4 Floor Over Other Space Studio ____ ___ 363 ft2 0 0 0 1 5 Floor over Garage Studio ____ ____ 463 ft2 19 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Wood shingle 4015 ft2 772 ft2 Medium 0.6 No 0.3 No 20 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 3707 ft2 N N 9/12/2018 4:37 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 6 4 I FORM R405-2017 CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) 1st Floor 0 Blown 699 ft' 0.11 Wood 2 Under Attic(Unvented) 2nd Floor 0 Blown 2182 ft2 0.11 Wood 3 Under Attic(Unvented) Studio 0 Blown 826 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V It Ornt To Wall Type Space R-VaiuP Ft In Ft In Area R-Value Fraction Absor_ Grade% 1 W Exterior Concrete Block-Int Insul 1st Floor 5 4.4 11 48.4 ft' 0 0.170000 0 2 S Exterior Concrete Block-Int Insul 1st Floor 5 18.9 11 207.9 ft2 0 0.170000 0 3 S Exterior Concrete Block-Int Insul 1st Floor 5 8 11 88.0 ft' 0 0.170000 0 4 W Exterior Concrete Block-Int Insul 1st Floor 5 23.6 11 259.6 ft' 0 0.170000 0 5 N Exterior Concrete Block-Int Insul 1st Floor 5 8 11 88.0 ft2 0 0.170000 0 6 N Exterior Concrete Block-Int Insul 1st Floor 5 23 11 253.0 ft2 0 0.170000 0 7 W Exterior Concrete Block-Int Insul 1st Floor 5 23.5 11 258.5 ft2 0 0.170000 0 8 S Exterior Concrete Block-Int Insul 1st Floor 5 63.3 11 696.3 ft2 0 0.170000 0 9 E Exterior Concrete Block-Int Insul 1st Floor 5 17.7 11 194.7 ft2 0 0.170000 0 10 E Exterior Concrete Block-Int Insul 1st Floor 5 50.3 11 553.3 ft2 0 0.170000 0 11 N Exterior Concrete Block-Int Insul 1st Floor 5 49.5 11 544.5 ft2 0 0.170000 0 12 W Garage Frame-Wood 1st Floor 13 16 11 176.0 ft' 0.05 0.170000 0 13 E Garage Concrete Block-Int Insul 1st Floor 5 4.3 11 47.3 ft' 0 0.170000 0 14 N Garage Frame-Wood 1st Floor 13 16.8 11 184.8 ft' 0.05 0.170000 0 15 S Exterior Concrete Block-Int Insul 1st Floor 5 7.1 11 78.1 ft2 0 0.170000 0 16 S Exterior Frame-Wood 2nd Floor 19 8 11 88.0 ft' 0.05 0.170000 0 17 W Exterior Frame-Wood 2nd Floor 19 23.6 11 259.6 ft2 0.05 0.170000 0 18 W Exterior Frame-Wood 2nd Floor 19 47.6 11 523.6 ft' 0.05 0.170000 0 19 S Exterior Frame-Wood 2nd Floor 19 37.4 11 411.4 ft2 0.05 0.170000 0 20 E Exterior Frame-Wood 2nd Floor 19 17.7 11 194.7 ft2 0.05 0.170000 0 21 E Exterior Frame-Wood 2nd Floor 19 30.1 11 331.1 ft2 0.05 0.170000 0 22 E Exterior Frame-Wood 2nd Floor 19 21.7 11 238.7 ft2 0.05 0.170000 0 23 N Exterior Frame-Wood 2nd Floor 19 45.4 11 499.4 ft2 0.05 0.170000 0 24 E Exterior Concrete Block-Int Insul Studio 5 22.5 11 247.5 ft2 0 0.170000 0 25 N Exterior Concrete Block-Int Insul Studio 5 34.6 11 380.6 ft2 0 0.170000 0 26 W Exterior Concrete Block-Int Insul Studio 5 28.2 11 310.2 ft2 0 0.170000 0 27 S Exterior Concrete Block-Int Insul Studio 5 33.3 11 366.3 ft' 0 0.170000 0 28 W Exterior Frame-Wood Studio 19 14.4 6 86.4 ft2 0.05 0.170000 0 29 S Exterior Frame-Wood Studio 19 14.4 6 86.4 ft2 0.05 0.170000 0 30 E Exterior Frame-Wood Studio 19 14.4 6 86.4 ft2 0.05 0.170000 0 31 N Exterior Frame-Wood Studio 19 14.4 6 86.4 ft2 0.05 0.170000 0 9/12/2018 4:37 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 6 II 3 FORM R405-2017 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Wood 1st Floor None .46 3 8 24 ft2 2 N Wood 1st Floor None .46 3 8 24 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W 1 Wood Low-E Double Yes 0.32 0.16 N 21.6 ft2 15.5 ft 0 i 1 ft 0 in None None 2 S 2 Wood Low-E Double Yes 0.3 0.2 N 36.0 ft2 2 ft 0 in 3.8 ft 0 in None None 3 S 2 Wood Low-E Double Yes 0.3 0.2 N 12.0 ft2 2 ft 0 in 1 ft 0 in None None 4 S 3 Wood Low-E Double Yes 0.3 0.2 N 18.0 ft2 23.7 ft 0 i 1.5 ft 0 in None None 5 W 4 Wood Low-E Double Yes 0.3 0.2 N 64.0 ft2 7 ft 0 in 1.5 ft 0 in None None 6 W 4 Wood Low-E Double Yes 0.32 0.16 N 60.0 ft2 7 ft 0 in 1.5 ft 0 in None None 7 N 5 Wood Low-E Double Yes 0.3 0.2 N 8.1 ft2 23.7 ft 01 1.5 ft 0 in None None 8 N 6 Wood Low-E Double Yes 0.3 0.2 N 7.3 ft2 2 ft 0 in 1 ft 0 in None None 9 N 6 Wood Low-E Double Yes 0.3 0.2 N 16.5 ft2 2 ft 0 in 3.8 ft 0 in None None 10 N 6 Wood Low-E Double Yes 0.3 0.2 N 8.1 ft2 2 ft 0 in 1 ft 0 in None None 11 W 7 Wood Low-E Double Yes 0.3 0.2 N 14.6 ft2 2 ft 0 in 1 ft 0 in None None 12 W 7 Wood Low-E Double Yes 0.3 0.2 N 16.5 ft2 2 ft 0 in 3.8 ft 0 in None None 13 W 7 Wood Low-E Double Yes 0.3 0.2 N 8.1 ft2 2 ft 0 in 1 ft 0 in None None 14 S 8 Wood Low-E Double Yes 0.3 0.2 N 16.5 ft2 2 ft 0 in 4 ft 0 in None None 15 S 8 Wood Low-E Double Yes 0.3 0.2 N 8.1 ft2 2 ft 0 in 1 ft 0 in None None 16 S 8 Wood Low-E Double Yes 0.3 0.2 N 7.3 ft2 2 ft 0 in 1 ft 0 in None None 17 S 8 Wood Low-E Double Yes 0.3 0.2 N 36.0 ft2 2 ft 0 in 13.1 ft 0 i None None 18 E 9 Wood Low-E Double Yes 0.32 0.16 N 105.0 ft2 8.3 ft 0 in 1 ft 0 in None None 19 E 10 Wood Low-E Double Yes 0.32 0.16 N 240.0 ft2 12.3 ft 0 i 1 ft 0 in None None 20 E 10 Wood Low-E Double Yes 0.32 0.16 N 35.0 ft2 12.3 ft 0 i 1 ft 0 in None None 21 E 10 Wood Low-E Double Yes 0.32 0.16 N 70.0 ft2 12.3 ft 0 i 1 ft 0 in None None 22 N 11 Wood Low-E Double Yes 0.3 0.2 N 39.6 ft2 2 ft 0 in 12.8 ft 01 None None 23 N 11 Wood Low-E Double Yes 0.3 0.2 N 4.0 ft2 2 ft 0 in 12.8 ft 0 i None None 24 N 11 Wood Low-E Double Yes 0.3 0.2 N 30.0 ft2 2 ft 0 in 1.5 ft 0 in None None 25 N 11 Wood Low-E Double Yes 0.3 0.2 N 18.0 ft2 2 ft 0 in 1.5 ft 0 in None None 26 N 11 Wood Low-E Double Yes 0.32 0.16 N 21.6 ft2 2 ft 0 in 1.5 ft 0 in None None 27 S 15 Wood Low-E Double Yes 0.32 0.16 N 24.0 ft2 5.6 ft 0 in 1.5 ft 0 in None None 28 S 16 Wood Low-E Double Yes 0.3 0.2 N 15.0 ft2 23.7 ft 0 i 1.5 ft 0 in None None 29 W 17 Wood Low-E Double Yes 0.3 0.2 N 36.0 ft2 10 ft 0 in 1.5 ft 0 in None None 30 W 17 Wood Low-E Double Yes 0.32 0.16 N 48.0 ft2 10 ft 4 in 1.5 ft 0 in None None 31 W 18 Wood Low-E Double Yes 0.3 0.2 N 30.0 ft2 2 ft 0 in 1 ft 0 in None None 32 S 19 Wood Low-E Double Yes 0.3 0.2 N 54.0 ft2 2 ft 0 in 1 ft 0 in None None 33 S 19 Wood Low-E Double Yes 0.3 0.2 N 4.0 ft2 2 ft 0 in 1 ft 0 in None None 34 E 20 Wood Low-E Double Yes 0.32 0.16 N 94.5 ft2 8.7 ft 0 in 1 ft 0 in None None 35 E 21 Wood Low-E Double • Yes 0.3 0.2 N 75.0 ft2 2 ft 0 in 3 ft 0 in None None 36 E 21 Wood Low-E Double Yes 0.3 0.2 N 22.5 ft2 2 ft 0 in 1 ft 0 in None None 37 E 22 Wood Low-E Double Yes 0.32 0.16 N 94.5 ft2 12.7 ft 0 i 1 ft 0 in None None 9/12/2018 4:37 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 6 I ) FORM R405-2017 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 38 N 23 Wood Low-E Double Yes 0.3 0.2 N 60.0 ft2 2 ft 0 in 1 ft 0 in None None 39 N 23 Wood Low-E Double Yes 0.3 0.2 N 27.0 ft2 2 ft 0 in 1 ft 0 in None None 40 N 25 Wood Low-E Double Yes 0.3 0.2 N 30.0 ft2 2 ft 0 in 1.7 ft 0 in None None 41 E 24 Wood Low-E Double Yes 0.3 0.2 N 15.0 ft2 2 ft 0 in 1.7 ft 0 in None None 42 N 25 Wood Low-E Double Yes 0.3 0.2 N 54.0 ftZ 2 ft 0 in 1.4 ft 0 in None None 43 W 26 Wood Low-E Double Yes 0.3 0.2 N 36.0 ft2 2 ft 0 in 1.3 ft 0 in None None 44 W 26 Wood Low-E Double Yes 0.3 0.2 N 39.6 ft2 2 ft 0 in 1.3 ft 0 in None None 45 S 27 Wood Low-E Double Yes 0.3 0.2 N 21.9 ft2 2 ft 0 in 1.3 ft 0 in None None 46 S 27 Wood Low-E Double Yes 0.3 0.2 N 42.0 ft2 2 ft 0 in 5.9 ft 0 in None None 47 W 28 Wood Low-E Double Yes 0.3 0.2 N 32.4 ft2 2 ft 0 in 1 ft 0 in None None 48 S 29 Wood Low-E Double Yes 0.3 0.2 N 24.0 ft2 2 ft 0 in 1 ft 0 in None None 49 E 30 Wood Low-E Double Yes 0.3 0.2 N 10.8 ft2 2 ft 0 in 1 ft 0 in None None 50 N 31 Wood Low-E Double Yes 0.3 0.2 N 32.4 ft2 2 ft 0 in 1 ft 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 463 ft2 463 ft2 65.5 ft 13 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000514 8422.5 462.38 869.58 .4869 7 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:9 43.5 kBtu/hr 1 sys#1 2 Electric Heat Pump/ None HSPF:9.5 33.8 kBtu/hr 2 sys#2 3 Electric Heat Pump/ None HSPF:8.5 16.7 kBtu/hr 3 sys#3 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER:15 44.98 kBtu/hr 1349 cfm 0.75 1 sys#1 2 Central Unit/ None SEER:15 33.4 kBtu/hr 1002 cfm 0.75 2 sys#2 3 Central Unit/ None SEER:15 16.5 kBtu/hr 495 cfm 0.75 3 sys#3 9/12/2018 4:37 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 6 • FORM R405-2017 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.75 1 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS / ----Supply---- Return---- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 421.72 f Attic 162.2 ft2 Default Leakage 2nd Floor (Default)c(Default)c 1 1 2 Attic 6 283.66 f Attic 109.1 ft2 Default Leakage Attic (Default)c(Default)c 2 2 3 Attic 6 107.38 f Attic 41.3 ft2 Default Leakage Studio (Default)c(Default)c 3 3 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJann ivi Feb Marr A r Ma X Jun X Jull X Au X Se Octt Novv Dec c Venting Jan Feb IX' Mar [X�Apr 1 I May [ 1 Jun [ i Jul i 1 Aug I i Sep ')C Oct [X1 Nov l Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9/12/2018 4:37 PM EnergyGauge®USA-FlaRes2017 Section R405.4.1 Compliant Software Page 6 of 6 , FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 89 The lower the EnergyPerformance Index, the more efficient the home. 1549 Beach Ave, Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 4574.90 ft2 b.Frame-Wood,Exterior R=19.0 2892.10 ft2 3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=13.0 360.80 ft2 4. Number of Bedrooms 5 d.other(see details) R= 47.30 ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=20.0 3707.00 ft2 6. Conditioned floor area(ft2) 6252 b.N/A R= ft2 7. Windows** Description Area c.N/A R= ft2 2 a. U-Factor: Dbl,U=0.30 1030.20 ft2 11.Ducts R t a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 421.72 SHGC: SHGC=0.20 b.Sup: Attic,Ret:Attic,AH:Attic 6 283.66 b. U-Factor: Dbl,U=0.32 814.20 ft2 c.Sup:Attic,Ret:Attic,AH:Studio 6 107.38 SHGC: SHGC=0.16 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 45.0 SEER:15.00 SHGC: b.Central Unit 33.4 SEER:15.00 d. U-Factor: N/A ft2 c.Central Unit 16.5 SEER:15.00 SHGC: 13.Heating systems kBtu/hr Efficiency a.Electric Heat Pump 43.5 HSPF:9.00 Area Weighted Average Overhang Depth: 6.574 ft. b.Electric Heat Pump 33.8 HSPF:9.50 Area Weighted Average SHGC: 0.182 c.Electric Heat Pump 16.7 HSPF:8.50 8. Floor Types Insulation Area 14.Hot water systems Cap: 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2912.00 ft2 a.Propane EF:0.75 b.Floor Over Other Space R=0.0 2545.00 ft2 c.other(see details) R= 795.00 ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building �.tHE3T,q`" Construction through the above energysavingfeatures which will be installed (or exceeded) ��''OF - .?4, . 9 `�, 0.o in this home before final inspection. Otherwise, a new EPL Display Card will be completed 4„7" , `�%•1">•,'' ',-S•;•,s+ based on installed Co c rant fea res. Builder Signature: ki Date: b/1 /291 & v ' Address of New Home: / 5J7ZJN7ic /� itr ... Cit /FL Zip: 3j 22 3 {.. Y 3 ................. A) ..•' i 6 ,A i _. c°D"'��`¢`• I *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge:com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9/12/2018 4:37 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 1549 Beach Ave Permit Number: Atlantic Beach,FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level(EPL)display card(MandatoryFhe building official shall require that an energy performance level(EPL)display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law(Section 553.9085, Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors,if installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems,if installed at the time of the test,shall be turned off. 6. Supply and return registers,if installed at the time of the test,shall be fully open. R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakagdNindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 9/12/2018 4:37 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel-burning appliances.In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that, except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufactun handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C)or below 55°F(13°C)shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory(~Jeatedwater circulation systems shall be in accordance with Section R403.5.1.1.Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.Automatic controls,temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited.Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 9/12/2018 4:37 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017)Compliant Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 31/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed.Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors,and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential,or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation including: Natural,Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy.When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems.New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUM (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI:1 cfm=28.3 Umin. a. When tested in accordance with HVI Standard 916 9/12/2018 4:37 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 3 of 5 • MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls(Mandatory)Snow-and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches.Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors.Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy, such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 9/12/2018 4:37 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas(Mandator f)e energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(MandatoryFuel gas lighting systems shall not have continuously burning pilot lights. • 9/12/2018 4:37 PM EnergyGauge®USA-FlaRes2017 -FBC 6th Edition(2017) Compliant Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Cellar Beach House Builder Name: Street: 1549 Beach Ave Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in anydropped ceiling/soffit Ceiling/attic pp g insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls shall The junction of the top plate and the top of exterior walls shall be sealed. be insulated by completely filling the cavity with a Knee walls shall be sealed. material having a thermal resistance of R-3 per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of insulation. Floor framing cavity insulation shall be installed to (including maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation shall and cantilevered floors) be permitted to be in contact with the top side of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with a Where provided instead of floor insulation,insulation Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall be on exterior wall tubs shall separate them from the showers and tubs. insulated. Electrical/phone box on The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed,concealed fire sprinklers shall only be sealed sprinklers in a manner that is recommended by the manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a.In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 9/12/2018 4:37 PM EnergyGauge®USA-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 pre se - 4, 1S ,-:41.ns V34f ei- I .c e�Ve FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Cellar Beach House Builder Name: Street: 1549 Beach Ave Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach, FL, Permit Number: Design Location: FL,MAYPORT_NS Jurisdiction: 261100 Cond.Floor Area:: 6252 sq.ft. Cond.Volume: 72193 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: Single or Multi Point Test Data Required ACH(50) from HOUSE PRESSURE FLOW: FORM R405-2017 : 1 Pa cfm 2 Pa cfm Tested ACH(50) * : 3 Pa cfm *Tested leakage must be less than or equal to the 4 Pa cfm required ACH(50) shown on Form R405-2017 for 5 Pa cfm this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation 6 Pa cfm system. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2...Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures; 3.Interior doors,if installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. I hereby certify that the above envelope leakage Testing shall be conducted by either �.04-01E....STgr.. performance results demonstrate compliance individuals as defined in Section ♦ .,, �`'• = O);'w with Florida Energy Code requirements in 553.993(5)or(7), Florida Statutes or ;' •:„ ` • `� individuals licensed as set forth in : � accordance with Section R402.4.1.2. • Std 70 Section 489.105(3)(f), (g), or(i) or an approved third party. A written report ''' §r of the results of the test shall be signed s * .. t 6 • SIGNATURE: by the third party conducting the test '`+, • Y •` and provided to the code official. ,\ Q0 ...... rr PRINTED NAME: '`'�*•N...*...�N„„` BUILDING OFFICIAL: DATE: DATE: 9/12/2018 4:37 PM EnergyGauge®USA-FlaRes2017 -Section R405.4.1 Compliant Software Page 1 of 1 Project SummaryJob: 4 wrightsoft� Date: 9/10/18 1st Floor By: M.Ellis Manual J Energy Design Systems,Inc., 11727 Brady Rd, Jacksonville, FL 32223 Phone:904-268-3670 Fax: 904-268-3670 Email:eds.iax@gmail.comi Pro'ect Information For: Cellar Beach House 1549 Beach Ave,Atlantic Beach, FL Notes: Desk n Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 74 °F Design TD 30 °F Design TD 20 °F Daily range L Relative humidity 50 % Moisture difference 52 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 35217 Btuh Structure 39640 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 35217 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensiblejrod ..g9IPBtuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 4253 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft') 3244 3244 Equipment latent load 4253 Btuh Volume (ft3) 35596 35596 Air changes/hour 0.27 0.13Egi pment total low) 43893 Btuh Equiv.AVF (cfm) 159 80 Req.-total capacity at 0.82 SHR 4.0 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade XR15 WEATHERTRON Trade XR15 WEATHERTRON Model 4TWR5048E1 Cond 4TWR5048E1 AHRI ref 10093490 Coil TAM9A0C60V51 AHRI ref 10093490 Efficiency 9 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 31486 Btuh Heating output 43500 Btuh @ 47°F Latent cooling 13494 Btuh Temperature rise 25 °F Total cooling 44980 Btuh Actual air flow 1583 cfm Actual air flow 1583 cfm Air flow factor 0.045 cfm/Btuh Air flow factor 0.040 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.90 Capacity balance point= 30 °F Backup: Input= 10 kW, Output = 35217 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wri I7tsoft 2018-Sep-1216:50:17 g Right-Suite®Universal 2017 17.0.17 RSU17457 Page 1 AGN ...Cellar Beach House, 1549 Beach Ave,Atl Bch.rup Calc=MJ8 Front Door faces: W Project SummaryJob: 4 wrightsoftDate: 9/10/18 2nd Floor By: M.Ellis Manual J Energy Design Systems,Inc., 11727 Brady Rd, Jacksonville, FL 32223 Phone:904-268-3670 Fax:904-268-3670 Email:eds.iaxc amail corni Pro'ect Information For: Cellar Beach House 1549 Beach Ave,Atlantic Beach, FL Notes: Desi• n Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 74 °F Design TD 30 °F Design TD 20 °F Daily range L Relative humidity 50 % Moisture difference 52 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17799 Btuh Structure 25932 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 17799 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensiblPJri d .25232-610 Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 3338 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 2182 2182 Equipment latent load 3338 Btuh Volume (ft3) 23674 23674 Air changes/hour 0.27 0.14 Equipment total load X270 Btuh--> Equiv.AVF (cfm) 108 54 Req. total capacity al 0.75 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR5036H1 Cond 4TWR5036H1 AHRI ref 10093585 Coil TAM9A0C36V31 AHRI ref 10093585 Efficiency 9.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 23380 Btuh Heating output 33800 Btuh @ 47°F Latent cooling 10020 Btuh Temperature rise 26 °F Total cooling 33400 Btuh Actual air flow 1187 cfm Actual air flow 1187 cfm Air flow factor 0.067 cfm/Btuh Air flow factor 0.046 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.89 Capacity balance point = 20 °F Backup: Input= 5 kW, Output = 17799 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Sep-12 16:50:17 Wrl htsoft� Right-Suite®Universal 2017 17.0.17 RSU17457 Page 2 ACCA ...Cellar Beach House, 1549 Beach Ave,Atl Bch.rup Calc=MJ8 Front Door faces: W Project SummaryJob: 4 wrightsoftzDate: 9/10/18 Studio By: M.Ellis Manual J Energy Design Systems,Inc., 11727 Brady Rd, Jacksonville,FL 32223 Phone:904-268-3670 Fax: 904-268-3670 Email:eds.iax@gmail.comi Pro-ect Information For: Cellar Beach House 1549 Beach Ave,Atlantic Beach, FL Notes: Desi• n Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 74 °F Design TD 30 °F Design TD 20 °F Daily range L Relative humidity 50 % Moisture difference 52 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 13321 Btuh Structure 14113 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 13321 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 14113 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1498 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft2) 826 826 Equipment latent load Volume(ft') 9086 9086 Air changes/hour 0.48 0.24 Equipment total load 5611 Fitt Equiv.AVF (cfm) 72 36 Req. total capacity at 0.79 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR5019H1 Cond 4TWR5019H1 AHRI ref 10093577 Coil TAM9A0A24V21 AHRI ref 10093577 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 11550 Btuh Heating output 16700 Btuh @ 47°F Latent cooling 4950 Btuh Temperature rise 25 °F Total cooling 16500 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.045 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.90 Capacity balance point = 32 °F Backup: Input = 4 kW, Output = 13321 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 'k W rl htsoft 2018-Sep-12 16:50:17 g Right-Suite®Universal 2017 17.0.17 RSU17457 Page 3 ACC'', ...Cellar Beach House, 1549 Beach Ave,Atl Bch.rup Calc =MJ8 Front Door faces: W • Manual S Compliance Report Job: wrightsoft` p p Date: 9/10/18 1st Floor By: M.Ellis Energy Design Systems, Inc., 11727 Brady Rd, Jacksonville,FL 32223 Phone:904-268-3670 Fax 904-268-3670 Email:edslax@omail.comi Project Information For: Cellar Beach House 1549 Beach Ave,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 39640 Btuh Entering coil DB: 74.0°F Outdoor design WB: 77.4°F Latent gain: 4253 Btuh Entering coil WB: 61.7°F Indoor design DB: 74.0°F Total gain: 43893 Btuh Indoor RH: 50% Estimated airflow: 1583 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5048E1+TAM9A0C60V51 Actual airflow: 1583 cfm Sensible capacity: 35030 Btuh 88% of load 1.7 Latent capacity: 9950 Btuh 234% of load Total capacity: 44980 Btuh 102% of load SHR: 78% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 35217 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5048E1+TAM9A0C60V51 Actual airflow: 1583 cfm Output capacity: 43500 Btuh 124% of load Capacity balance: 30 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1583 cfm Output capacity: 10.3 kW 100% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 2018-Sep-12 16:51:12 wrightsoft° Right-Suite®Universal 2017 17.0.17 RSU17457 Page 1 ACCK ...Cellar Beach House, 1549 Beach Ave,Atl Bch.rup Calc=MJ8 Front Door faces: W Manual S Compliance Report Job: 41- wrightsoft` p p Date: 9/10/18 2nd Floor By: M.Ellis Energy Design Systems,Inc., 11727 Brady Rd, Jacksonville,FL 32223 Phone:904-268-3670 Fax: 904-268-3670 Email:eds.iax@gmail.comi Project Information For: Cellar Beach House 1549 Beach Ave,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 25932 Btuh Entering coil DB: 74.0°F Outdoor design WB: 77.4°F Latent gain: 3338 Btuh Entering coil WB: 61.7°F Indoor design DB: 74.0°F Total gain: 29270 Btuh Indoor RH: 50% Estimated airflow: 1187 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR5036H1+TAM9A0C36V31 Actual airflow: 1187 cfm Sensible capacity: 26730 Btuh 103% of load V/ Latent capacity: 6670 Btuh 200% of load Total capacity: 33400 Btuh 114% of load SHR: 80% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 17799 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer. Trane Model: 4TWR5036H1+TAM9A0C36V31 Actual airflow: 1187 cfm Output capacity: 33800 Btuh 190% of load Capacity balance: 20 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1187 cfm Output capacity: 5.2 kW 100% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 2018-Sep-12 16:51:12 „� wrightsoft° Right-Suite®Universal 2017 17.0.17 RSU17457 Page 2 A ...Cellar Beach House, 1549 Beach Ave,Atl Bch.rup Calc =MJ8 Front Door faces: W OFFICE COPY All claims for error or defective 1 I must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. 8-03-00 15-04 08 25-08-08_ -- - - -- Truss Connector Total List Products Piat1D Length Product Plies Net�Qty BM2 10-00-00 1 3/4" x 0" 2.0E EverEdge"d LVL 2 2 BM3 18-00-00 13/4" x 0" 2.0E EverEdgeT-m LVL 2 2 BM4 18-00-00 1 3/4" x 0" 2.0E EverEdgeTm LVL 2 2 BM5 18-00-00 13/4" x 0" 2,0E EverEdgeTm LVL 3 3 Truss Connector Total List Manuf Product Qty Simpson HGUS28-2 2 Simpson HGUS28-3 2 Simpson HHUS48 56 Simpson HUC412 2 Simpson LGUM26-4 3 Simpson THGQ2-SDS 2 ALL LVL's shown designed by EOR FG04 H H— HHU89B H U-2 FG06 0 HWW HHUSPo H... HHU898 — HH"� HHusPo FG03 HHU848 HHUS48 HHUS48 HHUSPo HHUSPo HHU Q HHU848 64 HUC912 HUG/12 HHU HHU648 HM18b HHUBPo MW52- HH�sPo HHUB9B HHU998 HHUBPo NHUBPo HHUBPo Hcus2e.2 BPo f_ HHus4e 7-01-08 18-07-08 FLORIDA PRODUCT APPROVAL CODES: MITEK PENES 2197...... WEYERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI-JOIST 21360..... WEYERHAEUSER RIMBOARD 6527.5 LOADING CRITERIA Engineer of Record: Luis A. Pontigo - FL PE# 53311 420 Osceola Ave Jacksonville Beach, FL 32250 This is a Truss Placement Plan Only Trusses have been designed based on the drawings provided to MBS by the Builder. Please refer to the truss engineering for any information not listed on this page Please refer to the BCSI - Summary Sheets for proper bracing of trusses during erection Manning Building Supplies, Inc. 11155 Philips Parkway or E Jacksonville, FL 32256 Phone: (904)268-8225 Fax: (904)260-2981 W WW.MBS-CORP.COM fens JAXTRUSSQMBS-COR PCOM Job# J180168 Customer: I C F Knight Project: Cellar Beach House Lo Sub: Address 217 San Juan Dr City,State: Ponte Vedra Beach,FL Scale: N.T.S. Date: 9/27/2018 Designer: I James Bratcher � - - � � : s , : , , I I � ,'I I � � : ,� . � s . � I . ., I / / � I � . , % �. I 1 . I , / / I / 2/4,9/ / , � 1 : s.. I j '�. I � I � I " , � � I I / / 1- � .1.11.: .. .� � / /, �, -, / . , ...�, -, ` '- ol I I I I .:, 'Is -W., I : s I .. �., .1 ... - , '. 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I Z��S ..... ---, k , tz \ I 1�-- \ FENCE WHERE EXISTING 6' HIGH PRIVACY FENCE IS ' , - - - ' ' . � .1; 11 POOL ENCLOSURE F , � ", ... 1,7. .,,-L ........... . ....... ----�---.-- , ' ABOVE GRADE .— � 6 W 0 W--!!� r--) WP4(::) �—� a U - e, - �� x4��.) u 44 = e!�= W�-� C) 4 le, -Ir P---� W u I - I I I -:.--, : -,,W� i 41 8' 16' IMPERVIOUS AREA SITE PLANS 2 * I i I j ANGLE POINT ► , OPPOSITE R-46 jI M e P 0 F S u 1 Y" E / THE SOUTH 10 FEET OF LOT 8, ALL OF LOTS 5, 6 AND 7, BLOCK 62, ATLANTIC BEACH, / ► ► ACCORDING TO THE PLAT THEREOF, AS RECOR ED IN PLAT BOOK 6, PAGE 1, OF 774E CURRENT PUBLIC RECORDS OF DUVAL COUNTY, F ORIDA, TOGETHER WITH A STRIP OF LAND / LYING EASTERLY OF THE EAST LINE OF SAID BL )CK 62 AND WESTERLY OF THE EROSION CONTROL LINE ESTABLISHED /N PLAT BOOK 35 P GES 59, 59A, AND 59B OF SAID PUBLIC RECORDS, BOUNDED ON THE NORTH BY THE EASERLY PROLONGATION OF THE NORTHERLY / ► LINE OF THE SOUTH 10 FEET OF SAID LOT 8 ND BOUNDED ON THE SOUTH BY THE EASTERLY PROLONGATION OF THE So JTHERLY LINE OF SAID LOT 5. / I (3 ► ' I / V / � ► 4 1,0 20 40 ��/ ► ii it SCALE: 1" = 20' I / 01 ►1 D► i, 1IIt /I o ►- 16th STREET BY PLAT 1 ' / cZn► - i i ; I;I j _ ___- �� ► wooD ; _ t _ DECK 1 t 1 \ I ' - �" CUT t i 1 Z! 1 ! I I `" F��LfCHE t t / _ CUT )--`--►- ON -- / o I t LOT 12 I / 2p2.59' IRON n/� _ 1 / Z ► t N q/C Ot ` : r--'a— — 0 - " _� _ - _ -" "_ 4' METAL CE li 1 / 8' o o E��=2o- ` NR,3 4 R PLAT - 11 �'�(CEPT THE 11 oI _ T-1.1 20o PE 1 I LO NORTH; 5 FEET / m j ; - - _ NORTH 5 FEET OF LO , ( t / THE PR 4CY FENCE I i II 1 I t FDI` IRON _ F 6.29' PIP . N0 CAI__ - - CONCRE7E/ 65.2' / 33.3 I I 1 dT 10 mf til - - M ral1e 1 I" 1 t CONCRETE DRIVE CoQ I 1 1 �i jnl t3 0y�I� 1$i 2ND VINYL SIDING SToINGI'C� it W! A RESIDENCE OVERI ` IA1 1 - 1 I I I ! _ NI t j,'I Ci DNR MONUMENT __ No. I _ _ _ til MEAN HIGH x-05 � WATER LINE 2.1' xo.1 x,a1 _ - ---- —^ 1 �1 � �1 x 0.5 72-81-18 I _ x1 4 I ►• I BLOCK PAVERS ' t o 122.61' SEASONAL HIGH I ,n WATER LINE 9.7' x4.7 < \ II \ o AND m I PLANTER 136.1 1=DARE LIM 'Vocco'STONE 1 _ I i \ t I \ \ \\ I Z A t — I 'it I 14 g14�1 n WOOD v I _ —_ _ ' 24.5' co P L ; I t R °' - ! T THE , I ► ► 1 1 1 1 i I I r� \ \\ \ \ ` I PSR o P - `�'- _ _-- - LOT $ '1E�XC� ,614.a� 3•g ' t 1 111 6•_ _- TH t NO It sTucco wA 1 2 eULKH 4D " PIPE, t , 4' WOOD BOARD FENCE �STUCCO� - - PLANTER _IRON FOUND / 1R STORY 6.6 {ylST% 1 i I I o l 1 1 1 1 ► yV11T1I GARAGE BELOW No CAP ( t I _I i i 11 I o 0 __ 1 1 _ b �111I 1 I \ \ I ► � _ � (204.3 � C ! 0 I I 1 1 \ �\ \ I02 x� .4 x_ .6 � 1 1_ _ I t ,1 1 1 11 I I I I 1 E i I x o.4 x o'� x I CONCRETE PRIVACY 2,153998.2 m s _ 1 ' 1 \ 1'1 1 1 � / _��__� ' i ,I r � � x.3,5 NORTHING 895.5 � A/c A/c / I _ - 1 ' 1i \ N N I 1 1 1 I 1'0 0 530, M o F�Np IRON _ I 1 1 1 1 I I G I I 1 1 1 �I \ ,1 rnz P 5 _ ��ntE I 1 I P I FASTING r� I PIPE No BRICK WAIL 1.77 - W , 1 1 J' \ ` ,1 i I 1 I E I 11 1 I 2.4 r, 1 c� \ 1 12 38 x .5 LOT 8�- - CONCRETE \ 1 I w I 1 r 1 1 I X \\ I SOUTH 10 FEET_ OF---- - }35.8 ' - BRICK I 1 0 i� ^ \ 1 \� 1 1' I I I 1 1 1 1 I it 1 1 , I BRICK {RIVE THE ? �- -` 21.9' v \ STEPI DEOCKI. I \ 1 Z 1 x 5 I 1 1► 1 _ --6' S 5' 15.34' }s.$' I 1 Fv,G POLE �� _ �_ — DO \ \ 11 1 1 1 18 I I I 19.1 I 11a CortcR s I I - 1__ Il 1 1111 I, I I Irri BENCHMARK I DCS 0T 7� 14.8 - t 1 11 1 50 I I I II I I I I I I I 11 \ 1 A WOOD _ MAG NAIL AND DISC ! I PA L a _ 1 LB 3672 ELEVATION ., . 1 23.5' LANDi/ __ 12.16 NA VD '88 i ! I 11 1 1 ' III 0 1 1 I n 1 STORY ,,,, ooD _ —_- " 157.54' I dao \ I' lira °---�4, _ x ' ' 1 1 1 1 1 1 \'sem I I I I I I I I I I I I I \ 0.1 NOTES: ! i I I: , 1+RAME N FRA �, — \ I I I I-/,0.5 g s PS / / 1 1 1 1z BOUNDARY SURVEY. coOD � 2 STOLE N0. 1549 ^ I . o �Fo 15311 !t `rn // I �\1 I x 0x10 TOPOGRAPHIC AND = I I+ �, 1 N G RAGE - 69 I 1 d to l 11 I I I I\ 1 `I N` I g I I 1. THIS IS A TO C010 W REST ED I 2. BEARINGS BASED ON A CALCULATED LINE BETWEEN o i �Q � 1 _ _\ FINISHED FLOOR 18 ^ I I I / / x1 4 A TURAL RESOURCES MONUMENT 11 _ _I i -- '�'� / /, I 'I I I I 1 I I I I I \ x DEPARTMENT OF N THE COASTAL -n t=..+ 1 23`5' \ to.t' ` 15B' I ,_ 1` �- / / I I I I iI .1 1 I I I A I I) I I NUMBERS 72-81-AIB AND 72-81-A 19 PER AI' 4 \ x 16 6 - 60 N CONTROL LINE (CCCL) FOR DUVAL COUNTY, D P> II , orlcRE� x11 \( 6 CONSTRUC71O I X 5'6 FLORIDA BASED ON GPS OBSERVATIONS IIF I3 xr C 1� IA taaD i� CURRENT COASTAL CONSTRUCTION CONTROL LINE IS \l'' x�4.a� / L \� � 160.17 too aq�— -�_ ° 1 _`-- 3. THE CU ^ PAGES 72 THROUGH 72H, t ,�' �' t2. i' i / RECORDED IN MAP BOOK C, 6'' •--- " _ ,• COVERED- __, '� covERED � � I 9 • ud 1 , / / / ► III I 13 RECORDED JULY 21, 1992. .. — `D 5 DUVAL COUNTY, v ; 1x12>5 I - 5, IyooD 4. MEAN HIGH WATER LINE (MHW) DETERMINED USING _ _ - - ^ 1\ g 0 t < t / ) _ _-- - 1 / EXTENDED DATUM FOR TIDE STATION 872-0291 0 i I A* I _ 1 ` " 155.07' -- r 1 1 !\ / BY (JACKSONVILLE BEACH, MH IN = Z 10 (NAND 1988), TIDE i I I I : m 1 BION OF W TER AS PERMITTED 6'43 RANGE = 5.07). C t I i r " Z IrnPROTECTION � •. I }55.10 � THE DIVISION OF WATER RESOURCE MANAGEMENT FLORIDA DEPARTMENT OF ENVIRONMENTAL �1 N o� j APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES 5. SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA r I i I I LOT 5 19.D STATUTES CHAPTER 161.053 (6)(a)2: "Seasonal high-water n ! $ o �` : I o MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. I m D /\ ' CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITED TO THOSE line" means the Tine formed by the intersection of the IZ � / Q,6� CoA iZ ZII z 10 BOTH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT rising shore and the elevation of 150 percent of the local ! i I i // \ to x x 83� '��% W 5 FIELD) 200.2 ( m 1 �" _ DESCRIPTION THIS PERMIT ISISSUED. PURSUANT TO CH. 161, F.S. ' 71) mean tidal range above local mean high water. 11 j �!oo I / I / p5'2 " iz NAND 19 ) �.." ... i {�OWR I I x18 PUMP X' 0 1 2.10 t (1.5 X 5.07) = 9.7 ( ON STATE PLANE COORDINATE m �o ► FENCE _ _ _}o AND OTHER PERMITSiiAY BE REQUIRED a' 6. COORDINATES BASED STAL I II BOARD 131 76' I 1 4' wooD 5 ao �o � SYSTEM, EAST ZONE, NAD27 PER THE RECORDED COAST Y FRAME I a I "~`� ►r 11 2" IRON R V CONSTRUCT CONTROL L1NE AND CONVERTED TO NAD '� I� CO 6.0.1. , m 0 PIPE do CAP THREE w I a cit �% - v i 1 A,� USING CORPSCON _tea Reviewed by Date e i r7/4 1983 DATUM F, Cn • Z n 4 1 N t m Perrnit # BENCH MARK USED IS MAG NAIL AND DISK IN VYESTI=RN I OT 146.87 . No, 1525 _ _ 7. B " ONT OF 1549 BEACH z rn w _ 1 EDGE OF PAVEMENT LB 3672 IN FR _ ` -' '��� pv _ VD 1988 I' - —_ ON - 8.86' (NA ) Z Un ➢= 0 v N$ i I jI' i t I 1 I, ti t U OF A VENUE, ELEVA71 A y : -,� �� _ < m 70 , 8. THE EROSION CONTROL LINE AS RECORDED IN PT PUBLIC =► " C) -04 - - 147.17 REN BOOK 35, PAGES 59, 59A & '59B OF THE THE EASTERLY n7 �Z o 1 _ I I .i ; l '•s"t DUVAL COUNTY, FLORIDA IS W� A "' 23 r RECORDS OF —1v _< " o - - MOST PROPERTY LINE FOR PRIVATE LANDS IN SAID COUNTY 11 II N m 9. THE OWNER OF RECORD PER THE DUVAL COUNTY PROPERTY APPRAISERS OFFICE 1S CELLAR WILLIAM J. 10. GPS RUN USING SPECTRA PRECISION EPOCH 50 AND t TRIMBLE VRS SOFTWARE I o W 132.83 SHOWN AS PER OFFICIAL LOT ' 3 11. THE GENERAL PERMIT LINE RECORDS BOOK 12975, PAGE 1781 OF THE CURRENT0 LA PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 1 ► _ - _ ---li THIS SURVEY WAS MADE FOR THE BENEFIT OF WILLIAM CELLAR AND JOANNE CELLAR. I'` 1 LOT THE PROPERTY SHOWN HEREON APPEARS TO LIE IN I - - FLOOD ZONES X (AREA OUTSIDE OF THE 0.27 ANNUAL "AO" (DEPTH 2 CHANCE FLOODPLAIN) AND ') AS WELL AS BE DETERMINED FROM THE FLOOD INSURANCE RATE - - DNR MONUMENT , CAN I / /�2 72-81-A19 MAP No. 12031 CO409H, REVISED JUNE 3, 2013 FOR ► DUVAL COUNTY, FLORIDA. : i2�`� DONN W. BOATWRIGHT, P.S.M. DU D.E.P. UPDATE— DECEMBER 1, 2107 I s To C.C.C.L. c. c.L. ADDED APRIL 26, 2o1s FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 POOL LOCATION AND TE FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 "NOT VALID WITHOUT THE SIGNATURE AND THE ANGLE POINT ° ORIGINAL RAISED SEAL OF A FLORIDA LICENSED OPPOSITE R-47� ��g SURVEYOR AND MAPPER. JACKSONVILLE BEACH FLORIDA,DATE: MARCH 23, 2016=SHEET 1 O=11F (904)241-8550 2o1�-1x57 DRAWN BY. CL BOATWRIGHT LAND SURVEYO S inc. 1500 ROBERTS DRIVE BY. FILE. U 5� CHECKED- _ -� 1 DESIGN CRITERIA. DESIGN CODE: ___ ------------ 2017 FLORIDA BUILDING CODE - RESIDENTIAL DESIGN LOADS: -------------- ACTUAL AND UNIFORM +30.2 -40.5 (cd =1.25) ROOF LOADING: 20 psf TOP CHORD LIVE LOAD ----------------------- 7 psf (ALL OTHER) TOP CHORD DEAD LOAD _--------------------- TOP CHORD DEAD LOAD - - - - - - - - - - - - - - - - - - - - - - 20 psf (TILE SHINGLES) BOTTOM CHORD LIVE LOAD _------------------- 0 psf BOTTOM CHORD DEAD LOAD - - - - - - - - - - - - - - - - - - - 5 psf FLOOR LOADING: (cd=1.00) TOP CHORD LIVE LOAD (INTERIOR) _______________ 40 psf TOP CHORD LIVE LOAD (BALCONIES) -------------- 60 psf TOP CHORD DEAD LOAD _-------------------- 20 psf BOTTOM CHORD LIVE LOAD --------------------- 0 psf BOTTOM CHORD DEAD LOAD - - - - - - - - - - - - - - - - - - - 5 psf DEFLECTION CRITERIA: DIRECTED. ROOF FRAMING: LIVE LOAD L/360 TOTAL LOAD L/480 & LOAD L/240 TOTAL LOAD L/360 & 0.75" MAX FLOOR FRAMING:' LIVE THE MECHANICAL CONTRACTOR WIND LOADING: (ASCE 7/10) ND SUBMITTED TO BASIC WIND SPEED - - - - - - - - - - - - - - - - - - - - - - - - - 130 MPH IMPORTANCE FACTOR _---------------------- 1.00 MEAN ROOF HEIGHT ------------------------ 34 FT ROOF PITCH ----------------------------- 6/12 BUILDING CATEGORY _------------------------ II EXPOSURE CATEGORY - - - - - - - - - - - -- - - - - - - - - - - -- D ENCLOSURE CLASSIFICATION _------------------ ENCLOSED INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - - - - - - - t .18 & CLADDING ALLOWABLE PRESSURES VCOMPONENTS TR�I�BUTARY .AREA (sf) INTERIOR ZONE (PSF) EDGE STRIP (PSF): a = 5'- 0 10 +30.2 -32.9 +30.2 -40.5 50 +27.1 -29.6 +27.1 -34.2 100 +25.7 -28.2 +25.7 -31.2 Ji GARAGE DOOR PRESSURES (PSF) 1 CAR +30.2 GARAGE ELLIS & ASSOCIATES, DOOR -32.9 (8,x7 ) DIAMETER AUGER CAST PILES WITH A GROU 2 CAR +27.1 GARAGE TEMPORARY SUPPORTS, CONTRACTOR HAS DOOR -29.6 (16'x7') FOR ITS EMPLOYEES, THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. • LINEAR INTERPOLATION IS PERMISSIBLE. • PLUS = PRESSURE AND MINUS = SUCTION. • THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE DESIGNED FOR EDGE STRIP PRESSURES. • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES, FEMA RELATED DESIGN CRITERIA. FEMA RELATED DESIGN CRITERIA FEMA (BFE): FEMA VE 13 (NGVD) + 1 FT SJC = 14 (NGVD) = +12.90' NAVD DEP MONUMENT NUMBER - DU R-047 100 YR. STORM ELEVATION - +16.3' NAVD (FROM SITE SPECIFIC DETERMINATION) 100 YR. STORM DESIGN GRADE ELEVATION - +4.40' NAVD (FROM MONUMENT) BOTTOM OF PILING - -25.00' NAVD BOTTOM OF LOWEST HORIZONTAL STRUCTURAL ELEVATION - +15.00' NAVD. STRUCTURAL METAL CONNECTORS ARE IN CONFORMANCE WITH TABLE 1, FEMA - TECHNICAL BULLETIN 8 96. ALL CONCRETE REBAR COVERAGE HAS BEEN SPECIFIED AS REQUIRED BY ACI. VE CONSTRUCTION CERTIFICATION STATEMENTS AT THE FEW LOCATIONS WHERE THE PILE SPACING HAS BEEN REDUCED TO LESS FHAN 8:1 RATIO (PER FBC 3109.4), THE PILES HAVE BEEN DESIGNED TO RESIST THE ADDITIONAL LOADS FROM FLCr D-V'vATERS AND TRAPPED DEBRIS. FND. AND STRUCTURE IS ANCHORED TO RESIST FLOTATION, COLLAPSE AND LATERAL MOVEMENT DUE TO THE COMBINED EFFECTS OF WIND AND WATER LOADS ACTING SIMULTANEOUSLY ON THE BLDG. COMPONENTS THAT RECEIVE SUCH LOADING. BREAKAWAY ELEMENTS COMPLY WITH THE INTENT OF TECHNICAL BULLETIN 5 'FREE OF OBSTRUCTION REQ'. GENERAL NOTES. GENERAL NOTES: THESE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE AVOID LIMITED STRESSES O, MEANS EN AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. TYPICAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. ALL WORK, MATERIALS AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS AND SAFETY REQMT'S. FOR CLARITY, ALL OPENINGS MAY NOT BE SHOWN ON DRAWINGS, SEE ALSO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS. ALL OPENINGS AND PENETRATIONS SHALL BE LOCATED AND VERIFIED BY ALL TRADES FROM DRAWINGS MADE BY THEM. CONTRACTOR SHALL NOT PROCEED WITH ANY WORK SHOWN ON DRAWINGS IF IN CONFLICT UNTIL RECEIVING CLARIFICATION FROM ARCHITECT. FOR FRAMING AT OPENINGS, SEE TYPICAL STRUCTURAL DETAILS. WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR PLAN NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL SIMILAR OR LIKE CONDITIONS UNLESS OTHERWISE NOTED. CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR SPECIFICATIONS OF ACI, PCI, AISC, SJI OR OTHER STANDARDS. WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE STRICTEST REQUIREMENT SHALL GOVERN. MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH .WOR DIMENSIONS ONSNSIONS NOT SHWN ON STRUCTURAL NOT SHOWN 0 O DRAWINGS. SEND WRIDT�EN INGSREQUEST FOR ARCHITECTURAL_ DRAWINGS. DO NOT SCALE INFORMATION TO THE ARCHITECT FOR DIMENSIONS NOT PROVIDED. ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS. RESOLVE ALL DISCREPANCIES WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. DO NOT SCALE DRAWINGS COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. GENERAL NOTES CONTINUED) RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF ELLIS & ASSOCIATES, CONTRACTOR HAS SOLE CONSTRUCTION. C )NTRACTOR HAS SOLE RESPONSIBILITY FOR THE DIAMETER AUGER CAST PILES WITH A GROU DESIGN, ADEQUACY, AND SAFETY OF ERECTION CAPACITY OF 33 BRACING, SHORIN ;, TEMPORARY SUPPORTS, CONTRACTOR HAS OLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY REGULATI )NS FOR ITS EMPLOYEES, TOLERANCE: PLUS OR MINUS 2 INCHE . NO STRUCTURAL ;HANGE FROM THE APPROVED PLANS AND SP CIFICATIONS SHALL BE MADE IN THE FIELD UNLESS WRITTEN APPROV L IS OBTAINED PRIOR TO MAKING SUCH CHAN E. CHANGES WITHOUT THE WRITTEN APPROVAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CON ITION SHALL BE REPAIRED OR REPLACED AS DIRECTED. GROUT VOLUME I ISTALLED FOR ALL OF THE PILES; AND DEVIrT THE ENGINEER OF RECORD ON OF EACH PILE COMPLETION OF THE AUGER PILE WORK. THE MECHANICAL CONTRACTOR SHALL COORDINATE INSTALLATIO ND SUBMITTED TO OF THE REQUIRED INSERTS WITH THE GENERAL CONTRACTOR. REFER TO MECHANICAL DRAWINGS FOR SUPPORT 48 TRUCTURES AND INSERTS. THE MECHANICAL EQUIPMENT, HANGING DEVICES AND CONTRACTOR SHA_L FURNISH ALL NECESSARY STRUCTURES FOR 8" THICK MAXIMU MECHANICAL INSERTS FOR INS ALLATION OF MECHANICAL EQUIPMENT. AS REQUIRED BY THE GEOTECHNICAL ENGINEER. # 9 FOR ELEVATORS SSOCIATED WITH THIS PROJECT, EDGE OF SLA THE ASTM D-1556 OR ASTM D-2922 TEST METHODS OPENINGS AT PIT, FOUNDATION, FLOOR FRAMING EDGE SUPPORTS, HOIST BEAM SUPPORTS AND AND ROOF FRAMI G HAVE BEEN COORDINATED FOR DIMENSIONS, ON ELEVATOR CUT SHEETS PROVIDED DURING GEOTECHNICAL E SLAB THE DESIGN PHASE FOR THIS PROJECT. RAIL SUPPORTS BASED CONTRACTOR SHA_L BE RESPONSIBLE FOR COORDINATING WITH ( O.N. IN SOILS REPORT) PERCENT IS INDICATE HE ELEVATOR MANUFACTURER FOR THE ELEVATOR(S) TO BE INSTALLED ON THE PROJECT AND SHALL ADJUST SLAB OPENING MPACTION IS OBTAINED. DIMENSIONS, PROVIDE MISCELLANEOUS SUPPORTS AND HOIST BEAM FRAMING AS REQ IIRED FOR SLAB OPENING ADJUSTMENTS, SLAB COORDINATE WIT 78 EDGE SUPPORTS, RAIL ARCHITECT FOR ALL REQUIRED ADJUSTMENTS ASS SUPPORTS, AS R QUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH ANY REQUIRED ADJUSTMENTS NOTED ABOVE FOR NOTED AND HAL_ INSTALLATION OF ELEVATOR(S) AT NO ADDITIONAL COST TO OW ER. MATERIAL SPECIFICA IIUNt): ANCHOR BOLTS THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F1554 GRADE 36. QT WIRE ROPE: GALVANIZED "AIRCRAFT" DESIGNED 7x19, 270KEI WIRE ROPE. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRAD B). NUTS; SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXE SED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR 'ROD INSTALLATION: EMBEDMENT OF RODS OR EBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" LARGER THAN REBAR SIX AND '/8" LARGER THAN THREADED ROD SIZE. (U.O.N.) EPDXY: RED HEA) EPCON G5. REINFORCING STEL: SHALL BE ASTM A615, GRADE 60. STRUCTURAL STE =L: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FA RIC (WWF): SHALL BE ASTM A185. FOUNDATIONS: PILES AND FOUNDATION HAVE BEEN DESIGNS BASED ON THE RECOMMENDATIONS PROVIDED BY THE AUGER CAST ELLIS & ASSOCIATES, INC. REPORT No. 4224-0001 DATED OCF BER 41 2013. THE PILE SUPPORTED FOUNDATION SHALL UTILIZE 14' DIAMETER AUGER CAST PILES WITH A GROU STRENGTH OF 5000 PSI AND SHALL HAVE A CAPACITY OF 33 TONS IN COMPRESSION, 9 TONS IN TENSION C PACITY AND 3 TONS IN SHEAR. ALL AUGER PILE REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER OF S' TO THE #3 TIES. AUGER PILE PLACEMENT TOLERANCE: PLUS OR MINUS 2 INCHE . THE CONTRACTOR SHALL ENGAGE THE SERVICE OF A FLORIDA EGISTERED PROFESSIONAL ENGINEER OR AN PILE INSTALLATION COMPLIES WITH THE DESIGN APPROVED TESTING AGENCY TO SUPERVISE AND CERTIFY THAT THE REINFORCING FOR EACH PILE,; I HE EACH INDIVIDUAL PILE DEPTH AND QUANTITY OF REQUIREMENTS. R=CORDS CONCRETE GROUT 3F VOLUME INSTALLED FOR EACH PILE; TOTAL N MBER OF INSTALLED PILES; TOTAL LENGTH OF INSTALLED PILES; TOTAL CALCULATED CONCRETE GROUT VOLUME FOR ALL OF THE PILES; ACTUAL TOTAL CONCRETE FROM THE SPECIFIED LOCATION 56 GROUT VOLUME I ISTALLED FOR ALL OF THE PILES; AND DEVIrT THE ENGINEER OF RECORD ON OF EACH PILE COMPLETION OF THE AUGER PILE WORK. ITION IS BEING CREATED, EITHER BY CUTTING OR HAS BEEN MADE AND THE GRADING SHALL BE KEPT ND SUBMITTED TO IUPON PLAN REVISED. FOUNDATION PLA I ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION I� NOT DETERMINED ON PLAN THEN CONTACT THE STRUCTURAL ENGINEER.. UNLESS OTHERWI E NOTED ON DRAWINGS, MINIMUM CONCRETE OVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE USING SUPPORT BARS AND CHAIRS. IN ALL CONTINUOUS FOOTINGS PROVIDE #4 @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR ONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICE IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS THE GEOTECHNIC L ENGINEER SHALL ACT AS THE OWNER'S REP ESENTATIVE AND SHALL MAKE OBSERVATIONS AND TESTS AS CONSIDERED NECESSARY FOR QUALITY CONTROL. WHERE FOUNDATIONS OR OTHER CRITICAL ELEMENTS ARE TO BE SUPPORTED ON ENGINEERED FILL, CONTINUOUS OBSERVA IONS AND TESTS OF GRADING OPERATIONS SHALL BE MADE BY THE GEDTECHNICAL ENGINEER. ALL TESTS SHALL BE PERFORMED IN ACCORDANCE WITH PROCEDURES SET FORTH IN THE CURRENT BOOK OF STANDARDS OF THE AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM). } WHERE FILL IS R QUIRED, IT SHALL BE PLACED IN ACCORDANC WITH INSTRUCTIONS OF THE PROJECT GEOTECHNICAL ENGINEER TO MAINTAIN DESIGN BEARING PRESSU E. UNLESS SPECIFICALLY NOTED AS "CANTILEVERED" ON PLAN OR DETAILS, WALLS RETAINING EARTH MUST BE SHORED CONTINUALLY PRIOR TO COMPLETION OF STEAFOR PROVIDINGRADESDESIDGNO ADEQUACY, SAF/R ELEVATED BTY,HAND ESTABILITY PLACED. THE CO TRACTOR SHALL BE RESPONSIBLE SLABS 0 OF TEMPORARY ERECTION BRACING AND SHORING. BACKFILL AGAINS F WALLS SHALL BE DEPOSITED EVENLY IN 8" 10 12" LIFTS AGAINST BOTH SIDES OF WALL UNTIL ADEQUATE BRACING OR SHORING FOR ALL WORK THE LOWER FINAL GRADE IS REACHED. CONTRACTOR SHALL PROVIDE 'TRUCTION PERIOD, BACKFILL SHALL NOT BE P ACED AGAINST WALLS UNTIL THE WALLS HAVE DURING THE CON TOP BARS # 3 ACHIEVED 75% 0 SPECIFIED DESIGN STRENGTH, 18 FOOTINGS SHALL BE CENTERED ABOUT COLUMN LINES UNLESS NOTED OTHERWISE. TOP OF FOOTING ELEVATIONS PROVIDED ON DRAWINGS ARE FCR PURPOSES OF CONTRACT & SHALL BE ADJUSTED, AS REQUIRED, AT TIME OF EXCAVATION TO BEAR ON PROPERLY PREPARED SUPPORT SUBGRADE (PER GEOTECHNICAL REPORT RECOMMENDATIONS OR FIELD DIRECTIVES OF GEOTECHNICAL ENGINEER ON SITE) OR TO ADJUST FOOTING SEE TYPICAL FOOTING -TRENCH ELEVATIONS TO AVOID INFLUENCE BETWEEN FOUNDATIONS & BU INFLUENCE IED PLUMBING. ETWEEN FOUNDATIONS & BURIED PLUMBING. DO NOT INFLUENCE DETAI WI . FOR SIMILAR REQUIREMENTS FOR -HIN OR PASS PIPING VERTICALLY OR HORIZON ALLY THROUGH ISOLATED FOOTINGS. EMBED PIPING 56 37 WHERE THE GEOT=CHNICAL ENGINEER FINDS AN UNSTABLE CON ITION IS BEING CREATED, EITHER BY CUTTING OR HAS BEEN MADE AND THE GRADING FILLING, THE WORK SHALL NOT PROCEED IN THAT AREA UNTIL N INVESTIGATION PLAN REVISED. 70 48 FILL, TO BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETE MINED BY ASTM D-1557. PLACE FILL IN LAYERS OF 8" THICK MAXIMU & UNDER THE DIRECT SUPERVISION OF THE GEOTECHNICAL ENGINEER. FILL TO BE TESTED TO VERIFY COMPACTIDN AS REQUIRED BY THE GEOTECHNICAL ENGINEER. # 9 TESTS FOR DEGR _E OF COMPACTION SHALL BE DETERMINED BY THE ASTM D-1556 OR ASTM D-2922 TEST METHODS OBSERVATION AN ) FIELD TESTS SHALL BE CARRIED ON DURING FILL AND BACKFILL PLACEMENT BY THE GEOTECHNICAL E IGINEER TO ASSIST THE CONTRACTOR IN OBTAINING THE REQUIRED DEGREE OF COMPACTION. IF LESS THAN 95 ( O.N. IN SOILS REPORT) PERCENT IS INDICATE , ADDITIONAL COMPACTION EFFORT SHALL BE MADE WITH ADJUSTMEN - OF THE MOISTURE CONTENT AS REQUIRED C MPACTION IS OBTAINED. CAST-IN-PLAUL �:UNUKL I t: TO BE MIXED AN ) PLACED IN ACCORDANCE WITH ACI 301, ACI 06 & 506.2. ALL REINFORCED CONCRETE TO HAVE 28 DAY COMPRE SIVE STRENGTHS AS FOLLOWS: ALL STRUCTURAL ELEMENTS f'c = 4000 PSI UNLESS NOTED OTHERWISE, -COLUMNS c WALLS: f'c = 4,000 PSI -BEAMS & ;LABS: f'c = 4,000 PSI • AUGERCAS PILES: f'c = 5,000 PSI • SLAB -ON- RADE: f'c = 3,000 PSI CAST -IN-PLACE CONCRETE (CONTINUED) ALL CONCRETE MIX DESIGN SUBMITTALS SHAL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTI�LAF MIX IS TO BE PLACED WITHIN THE STRUCTURE UNLESS NOTED OTHERWISE, NORMAL WEIGHT C iNCRETE (145 PCF) SHALL BE USED WITH 3/4" MAX. (ELEVA'iEAR 1 MAX. (SLAB -ON -GRADE) COARSE AGGREGA' E ONFORMING TO ASTM C 33. PROTECT FRESHLY POURED CONCRETE FROM P EIvIATURE DRYING AND EXCESSIVE COLD AND HOT TEMPERATURES. STA1_,,T CURING AS SOON AS FREE WATER HAS DIS,`,P ABED FROM THE CONCRETE SURFACE AFTER PLACING AND t INISI'NG. �.Li_- CURING PROCEDURES TO FOLLOW ACI 308. PROTECT CONCRETE FROM DAMAGE AND REDU',11EC STRENGTH CAUSED BY FROST, FREEZING ACTIONS ,AND LOW TEMPERATURES IN COMPLIANCE WITH ACI 306. PROTECT CONCRETE FROM DAMAGE AND REDUCED STRENGTHCAUSED BY HIGH TEMPERATURES IN COMPLIANCE WITH ACI 305. UNIFORMLY COOL WATER AND AGGREGATES BEFORE MIXING TO OBTAIN A CONCRETE MIXTURE TEMPERATURE OF NOT GREATER THAN 90 DEGREES FAHRENHEIT AT POINT OF PLACEMENT. WHERE NEW CONCRETE IS TO BE POURED ONTO EXISTING CONCRETE, ROUGHEN AND CLEAN SURFACE OF THE ADJOINII G AREA AND COAT WITH SIKADUR 32 HI -MOD OR AN APPROVED BONDING AGENT. NO ADDITIONAL WATER SHALL BE ADDED TO TH CONCRETE AT THE JOB SITE, SEE ARCHITECTURAL, ELECTRICAL, MECHANICAL_; IRE PROTECTION AND PLUMBING DRAWINGS FOR DRIPS, CHAMFERS, REGLETS, SLOTS, SLEEVES, RUSTICATIONS, INSIERTS ANCHORS AND OTHER EMBEDDED ITEMS NOT NOTED ON STRU: PRE—ENGINEERED ' I LLL 5 1 A1KJ rVAINur'\r-\IL_'D �L �•�, •r , �� MASON — 402-05 AND ACI COMPLY WITH .NAA AM, NATIONAL ASSOCIATION OF ARCHITECTURA .METAL MANUFACTURERS, "METAL STAIR MANUAL" CONCRETE RY_ AND CONSTRUCTION SHALL CONFORM TO ACI 530-05/ASCE 5 05/TMS _ ING CMU HANDRAILS AND G IARDRAILS SHALL BE DESIGNED FOR THE REQUIREMENTS OF 1607.7 OF THE REFERENCED BUILDING ALL MASONRY DESIGN 602-05. CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD—BEARING ALL CODE. HANDRAILS & SUPPORTING STRUCTURE SHALL BE CAPABLE OF WITHSTANDING A 200 LB POINT LOAD OR 530. 50 1-05/ASCE 6-05/TMS GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI (f'm 1500 PSI). LB/FT LINE LOAD PPLIED IN ANY DIRECTION AT ANY POINT ON HE RAIL AND TO THE REQUIREMENTS OF THE TYPE 1, CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE REFERENCED BUILD NG CODE. BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-0 ALL COMPONENTS SHALL BE DESIGNED AND DETAILED BY THE FA RICATOR FOR A MINIMUM 100 PSF LIVE LOAD, 2000 CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT AND CONFORM TO ASTM C-90• CLAY OMPILE TU NINGRBPORTS THATOND UNLESS NOTED LB. CONCENTRATE LOAD AND L/360 MAX. DEFLECTION. MINIMUM SIZES SHALL BE AS FOLLOWS: CO OTHERWISE. F'M SHALL BE 1500 PSI (MIN. CMU COMPRESSIVES BUILDING). OD NG)INSPECTOR. 1. METAL PANS: 1 E GA. (UNLESS NOTED OTHERWISE) DOCUMENT MINIMUM COMPRESSIVE STRENGTH SHALL B SUBMITTED TO THE BUIL 2. STRINGERS: C12x20.7 (UNLESS NOTED OTHERWISE) C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 3000 psi PER STAIRS SHAL BE SLAB SUPPORTED USING 4" DIAMETER S ANDARD PIPE POSTS AS NEEDED. PROVIDE DETAILS GROUT. SHALL BE IN ACCORDANCE WITH ASTM STEEL COURSE AGGREGATE SIZE OF 3/a PLACED AT AN 8'' TO 11 SLUMP. MORTAR SO THAT STAIR C N BE ASSEMBLED AND INSTALLED IN PROPER EQUENCE WITH ADJACENT WORK. METAL PAN STAIR ASTM C1019. GROUT SHALL HAVE A MAXIMUM YPE N MORTAR MAY BE USED IN BRICK .VENEER. TREADS AND LAND NGS SHALL HAVE NOT LESS THAN 2" NOR. MO E THAN 3" OF CONCRETE FILL FOR WALKING SHALL CONFORM TO ASTM C270 AND TYPE M OR S. T >1 AND CONFORM TO SURFACES. COORDINATE WITH ARCHITECTURAL DRAWINGS & MEET ALL APPLICABLE LOCAL BUILDING CODES. JOINT REINFORCING — TRUSS TYPE, 9 GAUGE SPACED VERTICALLY AT 16 UNLESS NOTED OTHERWISE FOR EXACT LAYOUT AND CONFIG RATION. COMPLETE SHOP DRAWINGS (INCLUDING ASTM A-82. SEE ARCHITECTUR L DRAWINGS TEND INTO MEMBERS, COMPONENTS, CONNECTIONS AND ALL LOADS CLEARLY INDICATED ON THE CALCULATIONS & SHOP DRAWINGS. MASONRY AS REQUIRED) SHALL BE DOWELED INTO THE FOUNDATION AND EX SHOP DRAWINGS S ALL SHOW & SPECIFY ALL CONNECTIONS UTILIZED WITHIN THE RAILING SYSTEM AS WELL AS VERTICAL REINFORCING IN CONCRETE M THE BOND BEAM AT THE FLOOR OR ROOF. PROVIDE MIN. 4 X 4" OPENING AT U BLOCK FOR VERTICAL BAR. CONNECTIONS TO ND LOADS IMPOSED UPON THE STRUCTURAL FRAMING SYSTEM) FOR CONSTRUCTION OF STAIRS, HANDRAILS, AND UANDRAILS SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE IN PROVIDE REINFORCING IN CONCRETE MASONRY GROUTED CELLS AT EACH SIDE OF OPENING, EQUNLESSUAL TO RE THE REINERCING D CONCRETE WHICH CONSTRUCTION WILL OCCUR AND SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION. DISPLACED. MINIMUM REINFORCING SHALL BE (1) TYPICAL REINFORCEMENT BAR AT EACH OUT PLYWOOD ROOF SHEATHING: 19/32" APA RATED PLYWOOD SHEATHING, 32/16 (EXPOSURE 1). LONG SIDE OF PLYWOOD PANEL SHALL BE PERPENDICULAR TO THE SUPPORT WITH THE END JOINT OF THE PANEL ALIGNED WITH THE CENTER OF THE TWO ADJACENT PANELS. (NO CONTINUOUS PANEL JOINTS). PANELS SHALL BE CONTINUOUS OVER TWO OR MORE SPANS. MINIMUM SIZE OF CONNECTION 'SHALL BE 0.113x2)/2" RINGSHANK NAILS @ 6" O.C. EDGE & 6 O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). SUITABLE EDGE SUPPORT SHALL BE PROVIDED AS RECOMMENDED BY THE (AMERICAN PLYWOOD ASSOCIATION BY USE OF PANEL CLIPS OR LUMBER BLOCKING BETWEEN JOISTS. PANEL END JOINTS SHALL OCCUR OVER FRAMING. PLYWOOD PANELS SHALL BE BLOCKED WITH 2x4 (MIN. U.N.O.) AT PERIMETER OF ROOF AND AT DIRECTIONAL CHANGES, WOOD FRAMING NATIONAL FOREST PRODUCTS ASSOCIATION, AF & PA NDS -05, WITH 2005 SUPPLEMENT, AND AF&PA SPECIAL DESIGN PROVISIONS FOR WIND & SEISMIC, SDPWS-05. REGISTER ND THE POU EANDNTHE STRIPPAND ING (CYCLE TTED WITH ALL LUMBER, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE, SHALL BE MILL SIZED AND SURFACED ON (4) SIDES. ALL SHALL BE STRAIGHT STOCK, FREE FROM WARP OR CUP, AND SINGLE LENgTH PIECES. SPLICES WILL NOT BE PERMITTED EXCEPT WHERE SPECIFICALLY SO DETAILED OR AS DIRECTED BY THE ENGINEER. BLOCKING AND FI RESTOPPING TO BE INST=__-� EACH PIECE OF STRUCTURAL LUMBER, SHEATHING AND TIMBER SHALL BE MARKED WITH THE GRADE BY SUCH COMPETENT AND RELIABLE ORGANIZATION WHOSE REGULAR BUSINESS IS TIO ESTABLISH LUMBER GRADES. UNLESS NOTED OTHERWISE, USE SPRUCE—PINE—FIR (SPF) OR SOUTHERN PINE (SYP), 19% MAX. MOISTURE CONTENT, AS FOLLOWS: BE PULLED TIGHT AND AGAIN CHECKED AND TI ' TENED JUST PRIOR TO ENCLOSING ' =PE S0 DICATED ON THE DRAWINGS AND THEN TO SUFFICIENT DEPTH TO FOR BOLTED HEADS OR NUTS ONLY WH HOUSE THE BOLT HEAD OR NUT AND -ASHER CUT OFF EXCESSIVE BOLT PROJECTION WHERE NECESSARY. NICK (� JAMB IS CALLED EARTHWORK TESTI G. AL - -- - >> AT 8" AT TOP AND BOTTOM OF OPENINGS, (EXTEND IT IS REQUIRED THAT THE SITE PREPARATION &FOUNDATION CONSTRUCTION BE MONITORED BY THE GEOTECHNI AT 8 AT MASONRY BELOW GRADE, 2 ROWS TIVE. THE FOLLOWING ARE RECOMM LADED MINIMUM SAMPLING AND TESTING FREQUENCIES. 1. DOUBLE TOP PLATES AND SILL PLATES SHALL BE (SYP#2). PROVIDE JOINT REINFORCING ENGINEER OR HIS �EPRESENTA " H SLDE AND 2 ROWS AT 8" AT BOND BEAMS. UNLESS NOTED OTHERWISE, WHERE MULTIPLE WYTHES OF CONCRETE 2. PLATES IN CONTACT WITH CONCRETE OR CMU SHALL BE (SYP#2) P.T. 24 EACH WHERE ADDITIONAL WYTHES OF CONCRETE MASONRY ARE ADDED TO EXISTING WYTHES, # 3. SILL. PLATE ANCHORS PER FOUNDATION PLAN. AND/OR TURF—DENSITY PROCTOR) TEST, ATTERBERG IMITS TEST AND PERCENT FINER THAN 200 SIEVE .MASONRY ARE CONSTRUCTED / TION FOR T LEAST ONE MOS ' WYTHE SHALL BE TIED TO THE NEXT WYTHE WITH TYPICAL JOINT REINFORCING (NEW CONSTRUCTION WITH TEST SHOULD BE 'ERFORMED PER EACH SOIL TYPE SUCH AS SU GRADE AND SELECT FILL. 4. MIN. OF (SPF) UTILITY GRADE FOR INTERIOR (NON—ERG. TOP PLATES. EACH ADJACENT BOTH WYTHES) OR POST—INSTALLED TIES APPROVED BY ARCHITECT/ENGINEER (ADDITION TO EXISTING CONS GENERAL 5. USE (SPF#2) OR BETTER FOR ALL STUDS !N THESE PLANS. SPACING/LOCATIONS OCATIONS MATCHING THE SPACING/LOCATIONS FOR TYPICAL JOINT REINFORCING DESCRIBED IN THE G IN STRUCTURE AR AS, AT LEAST 1 DENSITY AND MOISTURE .CONT NT TEST PER 5000 SQUARE FEET OF SURFACE AREA 6. SPACE STUDS AT 24" O.C. IN NON—LOAD BEARING WALLS. NOTES. SHOULD BE PERFORMED ON THE SUBGRADE SOILS, AND AT LEAS 1 DENSITY AND MOISTURE CONTENT TEST PER 5000 7 BEAMS AND HEADERS (SYP#2). ER TO GET CE AREA SHOULD BE PERFORMED FOR E CH COMPACTED 8—INCH THICK LAYER OF FILL. TESTING 8 LOAD BEARING STUDS, &EXTERIOR STUDS (SEE WALL SCHEDULE) ;ONCRETE MASONRY UNITS SHALL BE CUT BELOW CONCRETE BEAMS OR BOND BEAMS AS REQUIRED IN ORD '.ONTI'N000S BEAM OR BOND BEAMS AT THE PROPER ELEVATION. NLL CELLS BELOW GRADE AND SLAB ON GRADE SHALL BE GROUTED. iORIZONTAL BEAMS, BOND BEAMS AND REINFORCING SHALL BE DISCONTINUOUS AT CONTROL JOINTS. 16" DEEP BOND BEAMS MAY BE CONSTRUCTED OF 8" U BLOCK BELOW AND 8" STANDARD BLOCK ABOVE WITH BREAK AWAY TOP PART OF WEB. SQUARE FEET OF DURFA BACKFILL TRENCH S SHOULD BE AT LEAST 1 DENSITY AND MOISTURE CONTENT TEST PER 100 LINEAR FEET OF TRENCH 9 SUB—PURLINS, PLATES, BLOCKING (SPF #2) PER 8—INCH COM ACTED FILL THICKNESS. AT 25% OF ANY ISOLATED COLUMN FOOTING LOCATIONS SHOULD BE PERFORMED IN THE ALL WALLS SHALL BE BALLOON FRAMED FULL H GHT TO ROOF OR FLOORI BEARING ELEVATION, UNLESS NOTED A MINIMUM OF AT LEAST FIVE (5) DENSITY AND MOISTURE CON NT TESTS SH OTHERWISE ON PLAN. BUILDING AREA 0 THE SUBGRADE SOILS, AND A MINIMUM OF A LEAST FIVE (5) DENSITY AND MOISTURE CONTENT TESTS SHOULD BE PERFORMED PER 8—INCH COMPACTED THICKNE S -OF FILL IN THE BUILDING AREA. TESTING OF SPRUCE PINE FIR #2 SPECIFICATIONS: Fb=775 P Fc(PARALLEL)= 1000 PSI, Fc=(PERP)=335 PSI, Fv=135 PSI, Ft=350 BACKFILLED TREN HES SHOULD BE AT LEAST 1 DENSITY AND MOISTURE CONTENT TEST PER 100 LINEAR FEET OF TRENCH PSI, E-1100 KSI PER 8—INCH COM ACTED FILL THICKNESS. SOUTHERN PINE #2 SPECIFICATIONS PER LATEST OUTHERN FOREST PRODUCTS ASSOCIATION (SFPA) E ON—SI E DURING ALL SOIL PROCESSING AND PLACEMENT. CRETE MASON - OR SOIL, SHALL BE PRESSURE TREATED, RAWINGS FOR LAYING MASONRY AND LOCATION OF OPENINGS. ARCHITECT SHALL BE RESPONSIBLE FOR IT IS IMPERATIVE HAT A QUALIFIED FIELD TECHNICIAN B ANY WOOD IN CONTACT WITH CON , SEE ARCHITECTURAL D THE DESIGN OF ALL FLASHING. FACE SHELLS OF BED JOINTS SHALL BE FULLY MORTARED. WEBS SHALL BE FULLY MORTARED CELLS/CAVITIES LCOURSES OEARS OF TO BE PILASTERS, PIERS, COLUMNS, IN THE STARTING COURSE ON FOUNDATIONS WHERE ADJACENT GROUTED, & WHERE OTHERWISE NOTED. SHOP DRAWINGS DESIGN OF PRE—ENGINEERED SYSTEMS SPECIFIED IN TEpCONTRACTDOC HIICHEDIGNEDNGIE BY OTHERS IS THE SOLE RESPONSIBILITY OF THE DELEGATED SUBMITTALS RSYS EMS SHABE EDLBY AN ENGINEER LICENSED IN THE PROJECT STATE. .: STRUCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC CONDITIONS ROQNU . SHNOTSDR WI NGGS SHALL TDET ASAI NDIALL CONDITIONS IN ACCORDANCE WITH SPECIFIED STANDARDS AND THE SPECIFIC IN THE PROJECT DOCUMENTS. IT, AS REQUIRED, PRINTS OF SHOP DRAWINGS FOR ALL � ABRICATED MATERIALS TO ARCHITECT THE CONTRACTOR SHALL SUBM FOR REVIEW. REVIEW OF SHOP DRAWINGS BY THE ARCHITECT/ENGINEER DOES NOT RELIEVEHE CONTRACTOR O THEDRASOLE RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION ING SHOP DRAWINGS REQUIRING A SPECIAL ENGINEERING DESIGN BY THE FASRICATOr SHALL' BE STAMPED B A E GISTETHE RED ENGINEER OF RECORD IN THE STATE IN WHICH CONSTRUCTION WILL OCCUR BEFORE SUBN TTING FOR R ARCHITECT/ENGINEER. COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF ALL APPLICABLE E STEEL FRAMINGECIALTY , NCLUDINGNAMENTALBUT NO AILSITEDKYLIOGHTS, PRECAST CONCRETE, CURTAIN WALL GLAZING SYSTEMS, LIG HT AND STAIRS SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENE I EER LICENSED TIMES OF INSPECT IN THE TE IN WHICH THIS BUILDING SHALL BE CONSTRUCTED AND SHALL BE AVAILABLE AT THE JOB SITE THE OWNER WILL NOT PAY FOR ADDITIONAL CHARGES DUE TO RE-DETAILINGCOSTFEEN ASE CASTEDASE IASSOCIA E DE WITHENSIONAL DETAILING PROGRAM. THE DETAILER SHALL ESTIMATE AND INCLUDE RE—DETAILING FEES AS A RESULT OF CHANGES AND/OR REVISIONS MADE TO THE SHOP DRAWINGS DURING THE SHOP DRAWING REVIEW. ENGINEER SHALL BE FOR CONFORMANCE WITH CONTRACT DOCUMENTS WITH DEREGARD EGATED TO THE AGINEERR NT NGEMENT ERPRETATIO D SIOFZTHEOF MEMBERS SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS AND THE DESIGN INFORMATION INCLUDED IN THE CONTRACT DOCUMENTS. REVIEW CON BRACTORY THE SHASCFULL RESPONSIBILSTYHALL FOR NOT IMPLY ANY RESPONSIBILITY FOR THE ACTUAL DESIGN OF SUCH SYSTEMS DIMENSIONAL ACCURACY AND CONFORMANCE WITH THE INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS. CONCRETE TESTIN ': INDEPENDENT TESTING LABORATORY TO ERFORM THE FOLLOWING TESTS AND SUBMIT TEST METAL CONNECTORS SHALL BE FASTENED IN ACCO DANCE WITH THE MAN FACTURER'S INSTRUCTIONS TO DEVELOP TH OWNER WILL EMPLOY AN MAXIMUM PUBLISHED CAPACITY. REPORTS ON CAS —IN—PLACE CONCRETE: " NOT EXCEED LIMIT ALL WOOD—TO—WOOD CONNECTIONS SHALL EMPLO METAL ANCHORS. NO IITOE OR END NAILING SHALL BE PERMITTED -ASTM C143 "STAJDARD TEST METHOD FOR SLUMP OF PORTLAN CEMENT CONCRETE. SLUMP SHALL (UON), EXCEPT FOR AT TOP AND BOTTOM PLATES IN WALLS. METAL CONNECTORS SHALL BE FASTENED IN ACCORDANCE INDICATED ON AP 'ROVED MIX DESIGN, OR 6" (WHICHEVER IS SMA LER) WITH MANUFACTURER'S INSTRUCTIONS TO DEVELOP THE PUBLISHED CAPACITY. ALL CONNECTORS SHALL BE G90 G H OF CYLINDRICAL CONCRETE SPECIMENS." CYLINDERS GALVANIZED STEEL. ALL ANCHORS IN CONTACT LLI QT HERSANCHORSEMAEYD BEI COA EDA WI H G90 COATINGIZED WOOD -ASTM C39 STANDARD TEST METHOD FOR COMPRESSIVE STREN SHALL BE COATED WITH G185 ZINC COATING. SHALL BE TAKEN FOR EACH MIX DESIGN USED, AND FOR EVERY 0 CUBIC YARDS OF CONCRETE PLACED. TEST CYLINDERS AT TH _ FOLLOWING AGES: THE QUANTITY OF WALL STUDS DISPLACED OR CUT FOR AN OPENING SHALL BE PLACED ADJACENT TO AND ATTACHED AT 7 DAYS 2 CYLINDERS AT 8 DAYS —OR— HOLD ONE RESERVE CYLINDER TO BE TO JAMBS, HALF ON EACH SIDE OF THE OPENiN' CYLINDER AT 3 D YS, I CYLINDER, TESTED AS REQUESTED BY THE ENGINEER. IF REQUIRED 28 DAY TRENGTH IS ACHIEVED, THE RESERVE CYLINDER IAY BE WHERE CONNECTIONS ARE NOT SHOWN ON THE DRAWINGS, COMPLY WITHAILING SCHEDULE IN THE BUILDING CODE. DISCARDED. ALL NAILS AT NON—AIR CONDITIONED/HEATED r .-AS SHALL BE GALVANI ,ED. ALL CONCRETE TENS INCLUDING AIR CONTENT, SLUMP, AND ES CYLINDERS SHALL BE TAKEN AT THE POINT OF HOSE WHEN CONCRETE H PUMPED. TOE NAILS SHALL BE DRIVEN AT AN ANGLE CI 0 ,EGREES TO THE PIECE AND BE STARTED AT 1 /3 THE NAIL LENGTH DISCHARGE AND FROM THE DISCHARGE END OF PUMP FROM THE END OF THE PIECE. ALL BOLTS SHALL BE FURNISHED WITH STANDARD NUT WASHER. FASTENERS IN CONTACT WITH TREATED WOOD, POST—INSTALLED NCHORS IN CONCRETE —DI EXPANSION ANCH )RS AS SHOWN ON CONTRACT DOCUMENTS SHALL BE HILT( KWIK BOLT 3 ANCHORS MANUFACTURED BY INCLUDING BOLTS AND NAILS AT SILL Pj-ATSECTEON 230..,4.9 5 OFOTTHEPBUIDLDINGICODE GALVANIZED OR STAINLESS STEEL IN HILT( FASTENING ..)/STEMS, WEDGE -ALL ANCHORS MANUFACTURED BY SIMPSON STRONGTIE COMPANY, POWER—STUD ACCORDANCE WITH REQUIREMENTS G, I ANCHORS MANUF CTURED BY POWERS FASTENERS, TRUBOLT WEDSE ANCHORS MANUFACTURED BY ITW RAMSET/RED ALL NAILS TO BE G90 GALVANIZE (G185 GALVANIZATION FOR NAILS IN CONTACT WITH TREATED WOOD). COORDINATE HEAD OR APPROVED EQUAL. INSTALL IN ACCORDANCE WITH THE ANUFACTURER S RECOMMENDATIONS. MINIMUM BLOCKING LOCATION �ITHATHING EDGES AS RItQUIRED. ALL NAILS SHALL BE COMMON WIRE NAILS. EMBEDMENT SHAL - BE PER MANUFACTURER'S REQUIREMENTS UNL SS NOTED OTHERWISE. E FROM FRAMING LEVEL, WHERE SHOWN, TO THE FOUNDATION MULTIPLE STUD OR SOLID COLUMNS SHALL B� CONTINUOUS CHO 'S AS SHOWN ON CONTRACT DOCUMENTS SHALLCONSIST OF AN ALL—THREAD GRADE 36 STEEL THIS WILL REQUIRE SOLID BLOCKING WITHIN THE FLOOR FRAMING EQUAL TO THE COLUMN DIMENSION, UNLESS ADHESIVE AN ANCHOR WITH HY150 MAX INJECTION ADHESIVE (HIT HY20 INJECTION ADHESIVE FOR MASONRY CONSTRUCTION WITH OTHERWISE FASTENED, CONNECT COLUMNS ABOVE ND BELOW EACH FRAMING LEVEL WITH SIMPSON CMST14 STRAP T PDXY ADHESIVE SUPPLIED BY SIMPSON STRONGTIE LAP ABOVE AND BELOW FRAMING LEVK PER STRAP SPECIFICATIONS) AND ANCHOR COLUMN TO VOIDS) SUPPLIED Y HILT( FASTENING SYSTEMS, EPDXY—TIE SE (WITH NAILS/ COMPANY, EPCON G5 EPDXY ADHESIVE SUPPLIED BY ITW RAMSET RED HEAD OR APPROVED EQUAL. INSTALL IN FOUNDATION WITH SIMPSON HTT16 HOLD—DOWN W j 5/8" DIAMETER x 6" EMBED. DEPTH EPDXY ANCHOR. ACCORDANCE WIT I THE MANUFACTURER'S RECOMMENDATIONS. MI (MUM EMBEDMENT SHALL BE PER MANUFACTURER'S REQUIREMENTS UNLESS NOTED OTHERWISE. MULTIPLE STUD PACK COLUMNS SHALL BE COINE TED LATERALLY TO ONE ANOTHER PER DETAIL INDICATED HEREIN. POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFt D ON THE DRAWINGS. CONTRACTOR SHALL OBTAIN MINIMUM CONNECTIONS SHALL BE AS FOLLOWS (U N): APPROVAL FROM=NGINEER OF RECORD PRIOR TO USING POST IN TALLED ANCHORS FOR MISSING OR MISPLACED BEAMS — (1) SIMPSON HTS16 EACH END TYF',AL. HOLES SHALL BE DRILLED M END AND DOWN POST WITH NAILS/LAP ON TOP OF CAST—IN—PLACE \NCHORS. CARE SHALL BE GIVEN TO AVOID CO FLICTS WITH EXISTING REBAR BEAM TO POST — CMST14 STRAP WRAPPED T ROSS TOP OF BEA AND CLEANED PE THE MANUFACTURER'S INSTRUCTIONS. ANCHO S SHALL BE INSTALLED PER THE MANUFACTURER'S BEAM AND DOWN POST AS SPECIFIED FOR STPAP. INSTALLATION INS ERUCTIONS AT NOT LESS THAN MINIMUM EDGE ISTANCES AND/OR SPACING INDICATED IN THE NOTED ON STRUCTURAL DF -WINGS OR SCHEDULES SHALL BE ATTACHED DIRECTLY TO THE FACE OF MANUFACTURER'S LITERATURE. UNLESS SPECIFIED OTHERWISE, ANCHORS SHALL BE EMBEDDED IN THE APPROPRIATE WALL SHEATHING REQUIREMENTS. FOOTINGS, HOLDDOWNS, FASTENERS, ETC. SUBSTRATE WITH A MINIMUM EMBEDMENT OF 8 TIMES THE NOMIfJ L ANCHOR DIAMETER OR THE EMBEDMENT REQUIRED TO FRAMING MEMBERS. SEE ARCHITECTURAL DR= VINGS FOR ALL NON—STRUCTURAL SHEATHING REQUIREMENTS. ADDITIONAL SEE GENERAL NOTES FOR DESIGN CRITERIA AND ADDITIONAL REQUPRELIMINARY AND SUBJECT TO CHANGE AFTER REVIEW OF SHEATHING REQUIRED BY ARCHITECTURAL DFr-WIN S SHALL BE ATTACHED TO THE OUTSIDE FACE OF STRUCTURAL RTA PRE—ENGINEERED ITEM ARE SUPPORT THE INT=NDED LOAD. SUBSTITUTION REQUESTS, FOR PR DUCTS OTHER THAN THOSE SPECIFIED, SHALL BE INDICATED WITHIN WHICH SUPPORT SUBMITTED TO TH- ENGINEER WITH CALCULATIONS THAT ARE PREPARED AND SEALED BY A REGISTERED PROFESSIONAL SHEATHING. THE PRE—ENGINEERED SHOP DRAWINGS. THESE SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPT. AS A ENGINEER SHOWING THAT THE SUBSTITUTED PRODUCT WILL ACHIE' E AN EQUIVALENT CAPACITY USING THE APPROPRIATE DOCUMENTS. PERMIT NG CODE. WALL FRAMING MAY BE PANELIZED (WITHC_'- TYPIUM WALLBOARD OR SHEATHING). SUBMIT PANEL DRAWINGS FOR DEFERRED SUBMITTAL TO THE DESIGN PROCEDU ,E REQUIRED BY THE BUILD( FORMWORK & SHORING: REVIEW. THE FORM AND SHORING SYSTEM SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER IN ACCORDANCE WITH ACI 301 & ADHESIVE FOR REINFORCING DOWELS IN EXISTING CONCRETE SHA L BE EITHER THE HIT HY150 MAX INJECTION ADHESIVE >> CRETE FORMING SUPPLIED BY HILI FASTENING SYSTEMS, EPDXY—TIE SET EPDXY DHESNE SUPPLIED BY SIMPSON STRONGTIE COMPANY, 347 RECOMMENDED PRACTICE FOR CON POWER—FAST EPDXY INJECTION GEL SUPPLIED BY POWERS FASTE ERS, EPCON G5 EPDXY ADHESIVE SUPPLIED BY ITW ED SLABS SHALL. ALLOW HORIZONTAL MOVEMENT OF CONCRETE RAMSET/RED HEAD OR APPROVED EQUAL. MINIMUM EMBEDMENT ENGTH SHALL BE 12 BAR DIAMETERS, UNLESS NOTED FORMWORK FOR POST—TENSION OTHERWISE. DURING STRESSING SHORING AND RE—SHORING OF TENDONS. PLANS MUST BE SIGNED AND SEALED BY A G PROCESS MUST FLORIDA INCLUDE REGISTER ND THE POU EANDNTHE STRIPPAND ING (CYCLE TTED WITH p5/WOOD LL S ARA AND 72 NG - E PLYWOOD SHEATHING, 32/16. D TONGUE AND GROOVE FLOORING: 24" O.C. P E CALCULATIONS. CALCULATIONS FOR THE RE—SHORIN TH AT THE TIME NEW BASED ON THE CONSTRUCTION SCHEDULE. THE ASSUMED CONCRETE STRE EXP ED STRENGTHOGAINRWITH AGE Y THE SLAB PANELS SHALL BE ORIENTED WITH LONG SIDE PERPENDICULAR TO SUPPORT WITH THE END JOINT OF THE PANEL ALIGNED AND MUST BE SUBSTANTIATED BY PROVIDING CONCRETE MIX DESIGN AND E NOT OVER—STRESSED BASED ON THE ASSUMED WITH THE CENTER OF THE TWO ADJACENT PANELS (NO CONTINUOUS PANEL JOINTS). THE FIRST 4'-0" OF SHEATHING AT CALCULATIONS MUST SHOW THAT THE SLABS SUPPORTING ANEW SLAB A ATIONS SHALL INCLUDE CALCULATIONS FOR POURING. ALL RE—SHORING CALCUL THE FOUNDATION SHALL BE ZIP PANEL TYP. THROEE 6" O.C.IEDGE IZcE60FOCONNECTION SEE PLANFOR INCREASED ONAIL STRENGTH AND THE AGE AT THE TIME OF TO WOOD. MAXIM M SPACING OF CONNECTION SHALL MUD SILLS AND ANY CONSTRUCTION LOADING SUCH AS CONCRETE PLACING BOOM SUPPORT ETC. NAILING REQUIREMENTS AT SHEARWALLS. FINAL SIGNED AND SEALED SHORING AND RESHORING DRAWINGS SHALL BSUREISSUED COMPLIIANCE THESEO DRAWINGS.FOR WITH ENGINEER NNO FLAT FLOOR DECKING ROUGH HARDWARE, JOIST HANGERS, STRAPS -�OLDOWNS, ETC. SHALL BE PROJECT AND THE THRESHOLD BUILDING INSPECTOR FOR HIS USE TO IN A MINIMUM OF 85% OF DESIGN STRENGTH AND 72 23/32" APA RAT D TONGUE AND GROOVE FLOORING: 24" O.C. S AN RATING. TRIPPED AND RESHORED UNTIL CONCRETE HAS ACHIEVED SLAB SH ALL BE $ HOURS OF AGE. BASED ON THE LOWEST CONCRETE TEST. LONG SIDE OF PA DIEL SHALL BE PERPENDICULAR TO THE SUPPOR WITH THE END JOINT OF THE PANEL ALIGNED WITH THE CENTER OF THE TWO ADJACENT PANELS (NO CONTINUOUS P NEL JOINTS). PANELS SHALL BE CONTINUOUS OVER TWO OR MORE SPANS. MINIMUM SIZE OF CONNECTION SHALL BE 10d COMMON NAILS TO WOOD. MAXIMUM SPACING OF CONNECTION SHA L BE 6" O.C. EDGE & 6" O.C. FIELD. DECKING HALL ALSO BE GLUED TO THE SUPPORTING MEMBERS. 3/8" (OR GREATER) OSB OR PLYWOOD LONG SIDE OF PANEL SHALL BE PERPENDICULAR TO THE SUPPOR WITH THE END JOINT OF THE PANEL ALIGNED WITH THE CENTER OF HE TWO ADJACENT PANELS (NO CONTINUOUS P NEL JOINTS). PANELS SHALL BE CONTINUOUS OVER TWO OR MORE SPANS. MINIMUM SIZE OF CONNECTION SHALL BE 8d COMMON NAILS TO WOOD. MAXIMUM SPACING OF CONNECTION SHAL BE 6" O.C. EDGE & 6 11 O.C. FIELD. TIMBER FASTENING SHALL BE PER FBC "MINI' jPvI FASTENING SCHEDULE" UNLESS NOTED AS GREAILR UN UKAVVIIN(jt). CONNECTORS TO BE SIMPSON OR APPROVED LTERNATE, WITH MINIMUM CAPACITY AS NOTED. SEE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. I 00 ROUGH HARDWARE, JOIST HANGERS, STRAPS -�OLDOWNS, ETC. SHALL BE MANUFACTURED BY "SIMPSON STRONG— STENERS SPECIFIED BY THE MANUFACTURER COMPANY OR APPROVED EQUAL. THE MAXIr COMPANY 2VI SIZE AND NUMBER OF F SHALL BE USED UNLESS NOTED OTHERWISE. BLOCKING AND FI RESTOPPING TO BE INST=__-� __ S REQUIRED TO SUPPO CONCEALED DRAFT T ALL ITEMS OF FINISH SUCH AS BULKHEA`0S BOTH VERTICAL AND HORIZONTAL, AND BUCKS. PROVIDE FIREBLOCKING TO C__ AREAS (AS �--'-TIRED )EF ALL (OPENINGS, BY BUILDING OFFICIAL AND ARCHITECT). BETWEEN CEILING AND FLOOR BOLTS (IF APPLICABLE) SHALL BE INSTALLE-- IN HOLES BORED WITH A BIT 1/16" LARGER THAN THE DIAMETER OF TH® NUTS SHALL BOLT. BOLTS AND NUTS SEATING ON WOOD ,AL HAVE CUT STEEL WASHERS UNDER HEADS AND NUTS. BOLTED MEMBERS. COUNTER BORE BE PULLED TIGHT AND AGAIN CHECKED AND TI ' TENED JUST PRIOR TO ENCLOSING ' =PE S0 DICATED ON THE DRAWINGS AND THEN TO SUFFICIENT DEPTH TO FOR BOLTED HEADS OR NUTS ONLY WH HOUSE THE BOLT HEAD OR NUT AND -ASHER CUT OFF EXCESSIVE BOLT PROJECTION WHERE NECESSARY. NICK (� THREADS TO PREVENT LOOSENING. ALL WOOD MEMBERS EXPOSED TO WEA -ER OR N CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE W PRESSURE—TREATED. PT LUMBER INDICATED IN ECTIONS PRESERVED WITH SODIUM BORATE (DOT DISODIUM r �► V 1 OCTABORATE TETRA HYDRATE). IF HOWEVER, A OR NON—DOT BORATE PRESERVATIVE TREATMENT, -1 U, ED, A -L IS USED, ALL` ATTACHED FASTENERS SHALL BE HOT DIPPED LVANIZED. IF ACZA PRESERVATIVE VFA8,7VERS SHALL BE STAINLESS STEEL.`' R 0 7 2018 Ljj RESOD VVATEIR I hCE MANAGEMENT j iti lyou Pontigo and Associates, Inc. 420 Osceola Avenue )ax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: ,CA # 8344 SC: CA# 3579 �,,��ar►+t�m:�� N .53611 .t, STATE OF Q Luis A. i3�ontISO, PE FL PE#53311 REVISIONS I DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO nKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS- ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ;ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. W Q r •m 0 DESIGN CRITERIA i AND GENERAL NOTES DO:NOr SCALE DIMENSIONS FROM TFIE5E DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R- PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS / WAC /LAP DATE 02.05.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. xxxx SHEET S0.1 \ SHEET 2 OF 9 METAL CONNECTORS AND FASTENERS ALL EXPOSED METAL STRAPS AND HANGERS SHALL BE GALVANIZED G185 (1.85 OZ/FT"2) OR BETTER. SIMPSON PRODUCTS SHALL BE ZMAX GALVANIZED. HANGER AND STRAPS INSTALLED OVER ACQ OR ACZE PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL, ALL EXPOSED WOOD FASTENERS SHALL BE HOT DIPPED GALVANIZED TO MEET THE SPECIFICATIONS OF ASTM153 OR BETTER. FASTENERS INSTALLED INTO ACQ OR ACZE PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL. PRE—ENGINEERED MISCELLANEOUS STRUCTURES: ANY EYEBROW, CANOPY, ALUMINUM COMPONENT OR ANY OTHER BUILDING APPENDAGES NOT SPECIFICALLY DETAILED HEREIN SHALL BE DESIGNED BY OTHERS AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MISCELLANEOUS ATTACHED STRUCTURES TO THE MAIN STRUCTURE INDICATING CONNECTION POINTS, REACTIONS AND FASTENER REQUIREMENTS PRIOR TO FABRICATION OF MISCELLANEOUS STRUCTURE AND PRIOR TO CONSTRUCTION OF MAIN STRUCTURE, CONTRACTOR SHALL ROOF FLOOR AND OORDINATERUSS LOAENGDING REQUIREMENTS WITH ANY OTHER PRE—ENGINEERED COMPONENT SUCH LAMINATED VENEER LUMBER (MICROLLAM) 1_AMJN..A.TED_..._VENEER LUMBER SHALL BE 1.9E MICROLLAM LVL AS MANUFACTURED BY TRUSS JOIST MACMILLAN OR AN APPROVED EQUAL, SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. SHOP DRAWINGS SHALL INCLUDE SIZE, SPACING, BRACING AND ALL SUPPORT HANGERS. LAMINATED VENEER LUMBER SHALL HAVE THE FOLLOWING PROPERTIES: ALLOWABLE BENDING STRESS 2600 PSI ALLOWABLE COMPRESSION PARALLEL TO GRAIN 2510 PSI ALLOWABLE HORIZONTAL SHEAR 285 PSI ALLOWABLE COMPRESSION PERPENDICULAR TO GRAIN 750 PSI MODULUS OF ELASTICITY 1,900,000 PSI SHEAR MODULUS OF ELASTICITY 118,750 PSI NOTCHES, HOLES OR CUTS SHOWN IN DETAIL 8/S700 ARE ALLOWED WITHOUT ADDITIONAL APPROVAL; ALL OTHER MEMBER MODIFICATIONS ARE TO BE APPROVED BY THE STRUCTURAL ENGINEER. MANUFACTURER SHALL PROVIDE A COMPLETE SET OF DESIGN. CALCULATIONS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ARCHITECT/ENGINEER FOR REVIEW. PARALLEL STRAND LUMBER (PARALLAM) PARALLEL STRAND LUMBER SHALL BE 2.0E PARALLAM PSL AS MANUFACTURED BY TRUSS JOIST MACMILLAN OR AN APPROVED EQUAL. SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. SHOP DRAWINGS SHALL INCLUDE SIZE, SPACING, BRACING AND ALL SUPPORT HANGERS. PARALLEL STRAND LUMBER SHALL HAVE THE FOLLOWING PROPERTIES: ALLOWABLE BENDING STRESS 2900 PSI ALLOWABLE COMPRESSION PARALLEL TO GRAIN 2900 PSI ALLOWABLE HORIZONTAL SHEAR 290 PSI ALLOWABLE COMPRESSION PERPENDICULAR TO GRAIN 750 PSI MODULUS OF ELASTICITY 2,000,000 PSI SHEAR MODULUS OF ELASTICITY 125,000 PSI NOTCHES, HOLES OR CUTS SHOWN IN DETAIL 8/S700 ARE ALLOWED WITHOUT ADDITIONAL APPROVAL; ALL OTHER MEMBER MODIFICATIONS ARE TO BE APPROVED BY THE STRUCTURAL ENGINEER. WOLMANIZED PARALLEL STRAND LUMBER SHALL BE TREATED WITH CA—C PRESERVAT;; JE IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS, MAXIMUM MOISTURE CONTENT AFTER TREATMENT AND DRYING SHALL BE 19%. STRUCTURAL STEEL MATERIALS: STRUCTURAL STEEL A572 or A992 (50 KSI) 000000 CHANNELS, ANGLES, PLATES A36 (36 KSI)'' RECTANGULAR STEEL TUBES A500 Gr. B. (46 KSI) PIPES A53 Gr. B HIGH STRENGTH BOLTS A325N ANCHOR BOLTS A307 or ASTM F1554 (36 KSI) WELDING ELECTRODES E70XX DETAIL, FABRICATE, AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATION FOP DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDING — ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, 14TH EDITION. WELDING FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH AWS CODE D1.1 AND VISUALLY CONFORM TO AWS SECTION 6 AND TABLE 6.1. FABRICATION/ERECTION INSPECTIONS BY THE CONTRACTOR PER AWS D1.1 SECTION 6, SHALL BE BY ASSOCIATE/CERTIFIED INSPECTORS (ACI/CWI) PER AWS QC1 OR AWS B5.1. VERIFICATION INSPECTIONS SHALL BE BY A CERTIFIED WELDING INSPECTOR (WI) OR SENIOR WELDING INSPECTOR (SWI) PER AWS B5.1 WELDS SHALL BE MADE ONLY BY OPERATORS EXPERIENCED IN PERFORMING THE TYPE OF WORK INDICATED. WELDING SHALL BE DONE IN ACCORDANCE WITH APPROPRIATE WELD PROCEDURE SPECIFICATIONS (WPS'S) WELDERS SHALL BE FAMILIAR WITH THE APPLICABLE WPS'S. WELDS NORMALLY EXPOSED TO VIEW IN THE FINISHED WORK SHALL BE UNIFORMLY MADE AND GROUND SMOOTH. WHERE WELDING IS DONE IN PROXIMITY TO GLASS OR FINISHED SURFACES, SUCH SURFACES SHALL BE PROTECTED FROM DAMAGE DUE TO WELD SPARKS, SPATTER, OR TRAMP METAL. WELDERQUALIFICATIONS AND (WPS) SHALL BE MAINTAINED AT THE SITE OF THE WORK AND SHALL BE READILY AVAILABLE FOR INSPECTION UPON REQUEST, BOTH IN THE SHOP AND IN THE FIELD A CERTIFIED WELD INSPECTOR (CWI) SHALL INSPECT AND DOCUMENT COMPLIANCE WITH THE FOLLOWING: CONFIRM WELDER QUALIFICATIONS PRIOR TO START OF WORK. REVIEW ALL (WPS) PRIOR TO START OF WORK.. CONFIRM MATERIALS IN FABRICATIONS CONFORM TO SPECIFICATIONS. OBSERVE JOINT PREPARATION, FIT—UP AND WELDER TECHNIQUE. IDENTIFY ALL MULTI—PASS FILLET WELDS, SINGLE PASS FILLET WELDS GREATER THAN 5/16" AND COMPLETE / PARTIAL JOINT PENETRATION GROOVE WELDED BUTT JOINTS THAT REQUIRED CONTINUOUS INSPECTION. VISUALLY INSPECT ALL WELDS PER AWS SECTION 6.5 AND TABLE 6.1 ALL WELDS SHALL BE 3/16" MINIMUM FILLET WELDS U.O.N. OR AS REQUIRED BY DESIGN. STRUCTURAL GROUT SHALL BE SHRINKAGE RESISTANT NON—EXPANSIVE, NON— METALLIC GROUT WITH A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 5000PS1 WHEN TESTED IN ACCORDANCE WITH ASTM C109. FORMS SHALL BE PLACED AROUND BASE PLATE AND THE STRUCTURAL GROUT SHALL BE POURED. NO DRY—DAMP PACKING. PRIME: ALL STEEL SURFACES, BOTH EXPOSED AND CONCEALED ARE TO RECEIVE ONE SHOP COAT OF PAINT AND FIELD SPOT PRIME ALL WELDS, SCARS CONN., ETC., WHERE PAINT IS DAMAGED. ALL GALVANIZED STEEL SHALL HAVE ALL WELDS, SCARS, ETC., RE—GALVANIZED IF DAMAGED. DEVIATION FROM THE CONNECTION DETAILS DEPICTED IN THE CONTRACT DOCUMENTS SHALL NOT BE PFRMITTED WITHOUT WRITTEN PERMISSION FROM THE STRUCTURAL ENGINEER. STRUCTURAL ENGINEER SHALL BE COMPENSATED BY THE CONTRACTOR FOR THE COST INVOLVED IN THE REDESIGN OF CONNECTIONS FOR THE CONVENIENCE OF THE CONTRACTOR. WATERPROOFING: THE CONTRACTOR .SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. k- 00 r—® U 1 a N 0 BAR 0 7 2010 9- W DIVISION OF VVA �F ER RESOURCE MANAGEMENT Lpil I I Lou Pontigo and ;Associates, Inc. 1420 Osceola Avenue la'x. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 . d SATE OF SAf ���410tliataiumssMfQ tt I Luis A. Pontiso, PE Ft, PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO F., ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PR OR TO BEING APPROVED BY LOU PONTIGO & '.ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DESIGN CRITERIA AND GENERAL NOTES DOiNOT SCALE DIMENSIONS FROM THE`�E DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE AfCHITECTURAL DRAWINGS OR CON -FACT THE E.O.R. PLAN INAME- RESIDENCE DEti_ IGN/DRAW N/CH ECKED CS / WAC / LAP DATE 02.05.18 SCALE AS NOTED LPA No. 1 CELL -17-01141 I CONTROL No. — I xxxx SHEEP :SO.2 SHEET .3 OF 9 4" BREAK—AWAY SLAB T ON GRADE w/5'x5' 11 5 SAW—CUT GRID S1.01 S1.02 T / B ANGIBLE — FOOTING +�NAVD 6.33' 4 S1.01 L— _ --r ---- -___ I I . FF�ANGIBLE `- I T/SLAB I ((( 8 RECESS PER j j i S1.02 _ NAgp 2' ARCH I { I i BREAKAWAY STAIRS 14 1,1.01 — —_ -�— --- -- B Y BUILDER SLOPE 1 _ rz"1,1.01 --Oft I BREgiKAWAY STAIRS I \—/ T/SLAB T/SLAB L_ — � I ,;I � _. __rvu# I I ( BY BUILDER I �, I I' -1 _ 5' 11 +17.rI +17.58 1 I I ` NAVD � NAVD1,1.02 � I I ----- - i I I I I (FRANGIBLE I I 0 I I 8 -------------1 _ I I 1 1 ( I S1.02 ri __. -r --- r �fYP r/SLXB iioft I L -------- 8 ' E'4" RIE,AKAWAY bN GRADE, 117/S1.02 1 2" SLOPE S2.3 - H, Irj I I II L II II II II T/SLAB iII II RECESS PER216 I 2" ( LOPE ARCH __2'� +iLI I I ° T/SLAB u I I I I I S1.01 \ I I I I I 3 I II +17.67' I I NAVD T/SLAB I I I I 3 I I ( 1,1.01 B +21.25 i i i 1,1.01 NAVD I 3 I _....I I I I 1" I 1,1.01 I I I I I I ( I �— .� -- �---- `1 ► I SLOPE _. ---------- L— -- --J L_—f Z----------� Z--- 5 I I 4 S1.01 ----------- T/GB 51.01 " PE j r---------Z---f -------------�---f �1 i lk f I I I +17VD I 11 SLOPE i �� �, 3 II I� — — NA i I S1.01 T/SLAB I I I ► I — + 21.17' \ I I I I ( /�2\ T/GB +16.33' N AVC ) ) 6 1,1.02 1 )`1 ) ,T/SLAB )+19.25' AVD ME, mr ) ) _ - --- - _. — w TING 0 4 4 +17.33' . S1.01 T/GB S1.01 % `' NAVD F+-1-6. 3 3' NAVD I /P OL BE -AM 0' <° 21. NA D C ) ) 6 1,1.02 1 )`1 ) ,T/SLAB )+19.25' AVD ME, mr ) ) _ - --- - _. — w TING 0 4 4 +17.33' . S1.01 T/GB S1.01 % `' NAVD F+-1-6. 3 3' NAVD I T/SLAB 4 APPROVED PLAN AS PERMITTED +1 8.25' S1.02 BY THE DIVISION OF WATER RESOURCE MANAGEMENT I , NAVD �1 ) ) 6 1,1.02 1 )`1 ) ,T/SLAB )+19.25' AVD ME, mr ) ) _ - --- - _. — w TING 0 4 4 +17.33' . S1.01 T/GB S1.01 % `' NAVD F+-1-6. 3 3' NAVD T/SLAB 4 APPROVED PLAN AS PERMITTED +1 8.25' S1.02 BY THE DIVISION OF WATER RESOURCE MANAGEMENT NAVD FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITED TO THOSE BOTH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT DESCRIPTION. THIS PERMIT IS ISSUED PURSUANT TO CH. 161, F.S. AND OTHER PERMITS MAY BE REQUIRED. FOUNDATION PLAN �c , , � u t� SCALE: 1 /4" Reviewed by Date Pe9md # I I e. I l I i l I i � ' 111 �� Pa i r • L .' i ,. I l . 411 I. I " ;!4 ,. 4 S1.0 14411 P a J G I I `; � I I I ) 1777 a I ) -.d - — — < ^ J T/S AB BREAKA AY STAIRS ) +19 42' Y BUILDER ) NAV ) T/FOOTING +17.2' NAVD ) APR 2 0 2010 ) Dt\/11-ION OF VVV TER ) FOUNDATION LEGEND ( 14" DIAMETER AUGERCAST PILE, SEE 1/S1.01 INDICATES GRADE BEAM, SEE SHEET S1.01 FOR REINFORCEME T LL # INDICATES DETAIL/SECTION NUMBER S# INDICATES SHEET NUMBER T.O.S. TOP OF SLAB ELEVATION INDICATES DIRECTION OF OUTER BARS WITHIN REINFORCING MAT. SEE 10/S1.01 NOTES: 1. TOP OF SLAB ELEVATION VARIES, SEE PLAN. 2. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FLOOR ALO AND STEPS NOT SHOWN. 3. COORDINATE TOP OF SLAB WITH ARCHITECTURAL PLANS PRICK TO CONSTRUCTION Lou Ponti(;O and Associates. Inc. 420 Osceola Avenue Iax. Leach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 89919I9SPH 'o n' pVT 6 v a 7E O o' r Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE ELEVATION 03.21.1 COORDINATION REAR DECK 04.09.1 REVISION FIELD ALTERATION CONTRACTOR SI IALL- CONTACT Lou PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE IN LEN OF THE ORIGINAL CONS rI UCFION DOCUMEN FS. ANY HELD AL I EI NA IIONS MADL PRIOR IOf FO SLING APPI OVLD BY LOU PON r1GO 8 ASSOCIA I E S MAY RLSUL f IN ADUI I IONAL LNGINLLRING OR NSPEC-PION FEES. W J U Lij LL Z > 7 � a Q to = w w� Q m Q mU � Z J � Q w Ln J U � Q FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EO.R. PLAN NAINIE RESIDENCE DESIGN/DRAWN/CI ILCKFD CS / WAC /LAP DAl-F. 02.05.18 SCALE AS NOTED LPA No. CELL -17-01141 CON IROL No. 8685 Slil'P.T �F�� , 10 SHEET 6 OF (5) (E) OO I { I I N I ,> 4'-11y4" 7'-2" 8'-7 ;<-�� --- - -- 1'-11 a ��it y4 I l I I li LO I CD I I II I 1 I � — -- —7V — — 1 I 2'— 1y2" 1 i3 y2„ t ,3' 1�� 4' — 2" ,> 3 —2 5 _04 i 14,-71 12' 4y4- 1 o' 410' 7„ c o0 O A © 0 O APPROVED PLAN AS PERMITTED BY THE DIVISION OF WATER RESOURCE MANAGEMENT PILE LAYOUT PLAN FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVED CONSTRUCTION AND ANY OTHER AUTHORIZED ACTIVITIES SCALE: 1/4" = 1'-0" MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. CONSTRUCTION AND ACTIVITIES ARE STRICTLY LIMITED TO THOSE BOTH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT DESCRIPTION. THIS PERMIT IS ISSUED PURSUANT TO CH. 161, F.S. AND OTHER KA4S MAY BE REQUIRED. 11 8 I�� ��} I u ° d Reviewedby II Dhte M �i'� h"✓t' I I I IJ 9 # �f P F+li I+ IP. I t 2,' �I r��,JJ� gj114at� Lou Pontigo and Associates, Inc. 420 Osceola Avenue )ax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ie9'�littltg01vt�yr ^ i4r ®woe, V e s V� o N .53311 OF a CCJJ a��� '' giCFiLAd44i��v�e+ Luis A. Pontigo, PF. FL PE#53311 REVISIONS DATE ELEVATION 03.21.1 COORDINATION QREAR DECK 04.09.1 REVISION 00 i I FIELD ALTERATION ' \ CONTRACTOR SHALL CONTACT LOU .I I PONTIGO 8 ASSOCIATES PRIOR TO CMAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL N FIELD S MADE PRIG R TO , BEING APPROVED BY LOU PONTIGO F,00 I III I ) ASSOCIATES MAY RESULT IN I I ( 1 ADDITIONAL ENGINEERING OR -— � INSPECTION FEES. � i 12'— 8Y4„ I, 12'-4" � 4'— 5" 1, O. O o DO NOT SCALE DIMENSIONS FROM O THESE DRAWINGS. IF A DIMENSION IS APR 20 2018 ARCUNCLEARREFER THE FIITECTURAL DRAWINGS OR CONTAC I' THE E.O.R. O DIVISION OF A, -,i ` PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED WCS � WAC LAP DATE: TOP OF PILE ELEVATION LEGEND 02.05.18 SCALE = TOP OF PILE 16.0' NAVD = TOP OF PILE 20.00' NAVD AS NOTED LPA No. = TOP OF PILE: 14.83' NAVD - TOP OF PILE 19.41' NAVD W CELL -17-01141 0 CONTROL No. = TOP OF PILE 15.87' NAVD 1 = TOP OF PILE 14.66' NAVD 8685 ET '` = TOP OF PILE 17.58' NAVD -A . �� N A SHEET 4 OF I 0 00 I 4" BREAK -AWAY SLAB ON GRADE w/5'x5' Q _ 71, SAW -CUT GRID4Y2" 25'-8" \ I I I 1 \ i I I ( `.. _.. _._--- I I L----------------� 0 (N 25'-8)/2" I►Valp � 7" REINFORCED CONCRETE SLAB FORMED ON FILL W/ A CONTINUOUS MA -I. OF #4 @ 12"o.c EIV. BOTTOM 1 I I I I 1 1 r�.------------------- L1_L_________________..._.____... _ LJ /SLAB LJ 17.67' 21'-5" 13'-1" APPROVED PLAN AS PERMITTED BY THE DIVISION OFWATER FLORIDA DEPARTMENTF ENVIRONMENTAL PROTECTION ER CNSTRUCTION ALAND L CONDITI ONS IONS OF THEAUTHORIZED ACTIVITIES PERMIT. RICTLY ED To THOSE GONSHOWN ION THE APPROVIES ARE ED PLLANSTAND LISTED n BOTH STRUCTON AND IN THE PROJECT DESCRIPTION. THIS PERMIT IS ISSUED PURSUANT TO CH- 161, F. S. AND OTHER PERMITS MAY BE REQUIRED. ate Permit # , - Reviewed by I 4 "t 7'-1%2" 1, TTS -LAB +21.25' NAVD _ I 00 7'-D» N T/SLAB +21.17' NAVD 8'-D2» 18'-10" -- - - - - - - - --------- 10'-10" 15-4" 63'-4" T/SLAB +21.6 7' N AVD RECESS PER ARCH RECESS PER_ ARCH ---j T/SLAB +21.67' NAVD - [7" REINFORCED CONCRETE SLAB FORMED ON FILL W/ A CONTINUOUS MAT OF #4 @ 12"o. c E.W. BOTTOM SLAB DIMENSION PLAN SCALE: 1/4" = 1'-0" 11'-8" T/SLAB +21.25' NAVD T/SLA +21.0 I NAV Ln Wer OD i� D O N T/SLAB j +19.42' I i NAVD I i !i7 �4" BREAKA AY LAB' ON GRADE, c I SEE1'7/S1.O2` Lou Pontigo and Associates, Inc. 420 Osceola Avenue )ix. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 REVISIONS DATE 0 REAR DECK 04.09.1 REVISION FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS- ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES- _ T/SLAB s oantteajgpe-n�-ma\fe^�,yyeHre�;,.+,,. ,,,,r, n~ No. J3 s S . . • 8%;TE A CJ 3 L ' ( ��`,p3ii7 Luis A. Pontigo, PE FL 1)E#53311 r REVISIONS DATE 0 REAR DECK 04.09.1 REVISION FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS- ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES- _ T/SLAB I 0 + 19.42' I 1777/ NAVD00 ' ( SLAB r _ DIMENSION __ PLAN rn DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT- THE E.O.R. r � O I r \� PLAN NAME 12'-4" RESIDENCE DESIGN/DRAWN/CHECKED CS Z WAC /LAP ( n DATE 02.05.18 � V J SCALE I /1 11..16 AS NOTED LPA No. J WCELL -17-01141 APR2 ®`Q'�8 k`t nI�<IS6®N ©I~ WATER Q CONTROL. No. 86E E SHEET S■1•0R .�. SHEET 5 OF ZG i� EXTEND BARS TO WITHIN I I / 3" OF TOP OF SLAB (TYP) I I I I I I T/PILE VARIES SEE PLAN (16.5' NAVD @ MAIN HOUSE) CO3 14"0 AUGER CAST PILE w/ 7-#5 & #3 TIES @ 12" oc PILE SECTION GEOTECH ENGINEER TO VERIFY PILE DEPTH. SEE NOTE ON SHEET S1.0 TYPICAL PILE ELEVATION SCALE: 1/4)) = 1'-0" 8" MASONRY STEMWALL WITH #5 DOWEL BARS @ 24" ON -CENTER GROUT ALL CELLS. Y GRADE Y TOP OF BEAM #5 DOWEL BAR @ 24" O.C. SECTION Q0 I 0 BOT/PILE EL -20.00' N.A.V. 2'-6" i O I N #5 DOWEL BAR #5 DOWEL BAR @ 12" O.C. SEE DETAIL ABOVE EL. VARIES TOP OF SLAB #4 @ 12" O.C. EACH WAY BOTTOM 7" CONCRETE CONCRETE SLAB VAPOR BARRIER 18'x18" CONCRETE GRADE BEAM WITH 4-#5 TOP AND BOTTOM & #3 STIRRUPS @ 12" 0. C. #5 @ 12" OC TOP 1/3 SPAN TOP REINFORCING 1/3 SPAN TOP REINFORCING _ 2-#4 SUPPORT SEE PLAN • TOP OF SLAB • - �� #4 @ 12" OC EA. 7" STRUCTURAL o WA BOTTOM CONCRETE SLAB I • • PILE CAP SEE N • \ - 0--- / • PLAN FOR LOCATIOI1S SEE PLAN } G I TOP OF SLAB GRADE BEAM REINFORCIN CONTINUOUS THROUGH SEE PLAN PILE CAP, SEE SECTION BOTTOM OF PILE C^ 3/S1.01 OUTLINE OF GRADE BEAM 14"0 AUGER CAST PILE BEYOND, SEE SECTION 3/51.1 PER DETAIL 1/S1.01- SEE PLAN FOR LOCATION - 2„ 3-#5 EACH WAY ABOVE PILE SINGLE PILE CAP AND STRUCTURAL SLAB 2 SECTION S1.01 SCALE: 3/4" a CONC. GRADE BEAM, Q SEE DETAIL 3/S1.01 CD GRADE :i TOP OF BEAM I I I I I I EXTEND PILE REBAR TO TOP OF GRADED BEAM MAINTAIN 3" OF COVER 5 SECTION S1.01 SECTION #5 @ 12"o. c TO EL. VARIES TOP OF SLAB I BOTTOM OF SLAB (BEYOND) 16"x16" MASONRY PIER WITH 1—#5 VERTICAL REBAR IN EACH CELL 18"x18" CONCRETE GRADE BEAM WITH 4—#5 TOP AND BOTTOM & #3 STIRRUPS @ 12" O.C. 30" WIDE x 24" ..�_ DEEP PILE CAP - 3—#5 EACH WAY 14% AUGER CAST PILE PER DETAIL 1/SI-0 SEE PLAN FOR LOCATION FINISH PER ARCHITECTURAL 4'-0" #5 @12"o.c DOG LEG STAIR BAR #4 @12" o. c EA. WAY — BOTTOM • • 7" STRUCTURAL '.. ___..__f_ BOT OF CONC CONCRETE SLAB EL. +17.16' GRADE BEAM REINF., 4—#5 TOP & BOTTOM w/#3 TIES @ 12"o.c (3)#5 CONT. 14"0 AUGER CAST PILE (BEYOND) INNER 9 STAIR FRAMING S CTION 1.01 SCALE: 3/4"=1'-0" 7" STRUCTURAL CONCRETE SLAB 1/3 SPAN TOP REINFORCING 7" STRUCTURAL CONCRETE SLAB 1/3 SPAN' TOP REINFORCING #4 9 12 JU EA WAY. BOTTOM GB -1 TYPICAL GRADE BEAM REINFORCING: 4-#5 TOP & BOT. W/#3 TIES @ 12" OC GRADE BEAM AND STRUCTURAL SLAB SECTION SCALE: 3/4" = 1'-0" (10)#5 TOP EA. WAY WITHIN A 4'-0" STRIP 1/3 SPAN TOP REINFORCING 1 /3 SPA TOP REINFORCING 2-#4 SUPPORT TOP OF SLABI • VARIES - - - - - - - - - - - - - - - - - - - - - - #4 @ OC EA. o WAY. BOTTOM I N FILE CAP SEE FLAN FOR LOCATIONS BOTTOM OF PILE CAP 3-#5 EACH WAY 14"O AUGER CAST PILE ABOVE A PILE PER DETAIL 1 /S1.01 . SEE PLAN FOR LOCATION 1'-2" 2'-6" SECTION SCALE: 3/4" = 1'-0" i 5 @ 12" OC TOP Z—BAR, #%3" SPAN) SEE DETAIL CONTINUITY Z --BAR (DOG LEG) ( AABOVE AT STEP LOCATIONS EL. +18.16' NAVD TOP OF SLAB I t4,— _ #4 @ 12" OC EA. WAY. BOTTOM ,7tCONTINUOUS THRU #4 @ Z -BAR RECESS SECTION @ 12" O.C. S1.01 SCALE: 3/4" = V-0" 3" CLEAR 2" CLEAR • . <c w J U 1'-6" GRADE BEAM REBAR COVER OUTER BARS. WHERE REQUIRED C- 41 a qZ1 a 2" CLR 2 LAYERS OF BARS 6 MIL VAPOR BARRIER (LAP SEAMS) SLAB REBAR PLACEMENT 1 o SECTION 1.01 SCALE: 3/4" = V-0" 5 DOWEL BAR, 7" STRUCTURAL WHERE REQ'D BY ARCH, EMBEDDED 9" INTO" 7 #4 @ 12" O.C. CONCRETE SLAB PROVIDE RECESS AT SLIDING Q EA. WAY. BOTTOM #5 @ 12" OC TOP w/ GLASS DOORS. 8" CMU WALL, ' " " 1 #5 @ 12" O.C. �� 91 M 6" STEP SEE ARCH W/ STD 90` BEND REINFORCING 1/3 SPAN TOP REINFORCING N r• 7" STRUCTURAL EL. SEE PLAN � • CONCRETE SLAB L. SEE PLAN TOP OF SLAB � 7#4�@ 12" STRUCTURAL OC EA WAY CONCRETE SLAB �I • 1 00 I - MONOLIT C CONCRETE r 1 N GRADE BE 1, SEE PLAN w BOTTOM OF U GB -1 TYPIC L GRADE BEAM 4 TOP & GRADE BEAM GRADE BEAM REINFORCING, 1'-8" �-�- REINFORCIN #5 BOT. W/#3 TIES @ 12" OC , v�; � 0�?®,� 4—#5 TOP & BOTTOM W/ R #3 TIES @ 12" O.C. CIP- GRADE BEAM AT EDGE CONDITION GRADE BEAM WZ 6" STEP SECTION #5 @ 12"o. c TO EL. VARIES TOP OF SLAB I BOTTOM OF SLAB (BEYOND) 16"x16" MASONRY PIER WITH 1—#5 VERTICAL REBAR IN EACH CELL 18"x18" CONCRETE GRADE BEAM WITH 4—#5 TOP AND BOTTOM & #3 STIRRUPS @ 12" O.C. 30" WIDE x 24" ..�_ DEEP PILE CAP - 3—#5 EACH WAY 14% AUGER CAST PILE PER DETAIL 1/SI-0 SEE PLAN FOR LOCATION FINISH PER ARCHITECTURAL 4'-0" #5 @12"o.c DOG LEG STAIR BAR #4 @12" o. c EA. WAY — BOTTOM • • 7" STRUCTURAL '.. ___..__f_ BOT OF CONC CONCRETE SLAB EL. +17.16' GRADE BEAM REINF., 4—#5 TOP & BOTTOM w/#3 TIES @ 12"o.c (3)#5 CONT. 14"0 AUGER CAST PILE (BEYOND) INNER 9 STAIR FRAMING S CTION 1.01 SCALE: 3/4"=1'-0" 7" STRUCTURAL CONCRETE SLAB 1/3 SPAN TOP REINFORCING 7" STRUCTURAL CONCRETE SLAB 1/3 SPAN' TOP REINFORCING #4 9 12 JU EA WAY. BOTTOM GB -1 TYPICAL GRADE BEAM REINFORCING: 4-#5 TOP & BOT. W/#3 TIES @ 12" OC GRADE BEAM AND STRUCTURAL SLAB SECTION SCALE: 3/4" = 1'-0" (10)#5 TOP EA. WAY WITHIN A 4'-0" STRIP 1/3 SPAN TOP REINFORCING 1 /3 SPA TOP REINFORCING 2-#4 SUPPORT TOP OF SLABI • VARIES - - - - - - - - - - - - - - - - - - - - - - #4 @ OC EA. o WAY. BOTTOM I N FILE CAP SEE FLAN FOR LOCATIONS BOTTOM OF PILE CAP 3-#5 EACH WAY 14"O AUGER CAST PILE ABOVE A PILE PER DETAIL 1 /S1.01 . SEE PLAN FOR LOCATION 1'-2" 2'-6" SECTION SCALE: 3/4" = 1'-0" i 5 @ 12" OC TOP Z—BAR, #%3" SPAN) SEE DETAIL CONTINUITY Z --BAR (DOG LEG) ( AABOVE AT STEP LOCATIONS EL. +18.16' NAVD TOP OF SLAB I t4,— _ #4 @ 12" OC EA. WAY. BOTTOM ,7tCONTINUOUS THRU #4 @ Z -BAR RECESS SECTION @ 12" O.C. S1.01 SCALE: 3/4" = V-0" 3" CLEAR 2" CLEAR • . <c w J U 1'-6" GRADE BEAM REBAR COVER OUTER BARS. WHERE REQUIRED C- 41 a qZ1 a 2" CLR 2 LAYERS OF BARS 6 MIL VAPOR BARRIER (LAP SEAMS) SLAB REBAR PLACEMENT 1 o SECTION 1.01 SCALE: 3/4" = V-0" 5 DOWEL BAR, EMBEDDED 9" INTO" 7 2-#4 SUPPO T GRADE BEAM, Q #5 @ 12" OC TOP w/ 0 8" CMU WALL, ' " " STD 90• BEND M SEE PLAN FOR y `oAi �fi • g REINFORCING 1/3 SPAN TOP REINFORCING • .)7:fi�tFitliitLil{ r• Luis A. Pontigo, PE TOP OF SLAB ( n • 3"CD L. SEE PLAN �J 1 7#4�@ 12" STRUCTURAL OC EA WAY CONCRETE SLAB �I • BOTTOM. - MONOLIT C CONCRETE GRADE BE 1, SEE PLAN w FI LOCATIONS U GB -1 TYPIC L GRADE BEAM 4 TOP & $. .- �-�- REINFORCIN #5 BOT. W/#3 TIES @ 12" OC , v�; � 0�?®,� R CIP- GRADE BEAM AT EDGE CONDITION 11 SECTION 01 SCALE: 3/4" r 1'-0"Li Lou I'ontigo and Associa(es, Inc. ,420 Osceola Avenue lax. Beach, Florida 32,150 Ph. 242-0908 Fax. 241-9557 FL: ",A # 8344 SC: CAP 3579 FIELD ALTERATION ,:.UNTRACTUR SHAT_!_ CONTACT. LOU PONTIGO fi ASSOCIAIFS PRIOR. TO MAKiNG ANY STRUCTURAL FIE[ -D MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORKINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS IF A DIMENSION IS UNCLEAR REFER TO *11 IE ARCHIFECTURAL DRAWINGS OR CONTACT THE E.O.R. 1'LAN NAME RESIDENCE DESIGN DRAWN%CHECKED CS / WAC /LAP DATE 02.05_18 SCALE AS NOTED ----- LPA No. CELL -17-01141 CONTROL No. XXXX —_ SHEEi .. 1 SHEET 7 OF 9 I + v1►'sWi�iitik tfHi 7 whew . ......... •1!0*+ ••+ �V �� rs ••• �G) G) 7_7 J ' " " r f y `oAi �fi • g ,n on • ��w,,, • .)7:fi�tFitliitLil{ Luis A. Pontigo, PE FIELD ALTERATION ,:.UNTRACTUR SHAT_!_ CONTACT. LOU PONTIGO fi ASSOCIAIFS PRIOR. TO MAKiNG ANY STRUCTURAL FIE[ -D MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORKINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS IF A DIMENSION IS UNCLEAR REFER TO *11 IE ARCHIFECTURAL DRAWINGS OR CONTACT THE E.O.R. 1'LAN NAME RESIDENCE DESIGN DRAWN%CHECKED CS / WAC /LAP DATE 02.05_18 SCALE AS NOTED ----- LPA No. CELL -17-01141 CONTROL No. XXXX —_ SHEEi .. 1 SHEET 7 OF 9 I i I I EL. +21.67' NAVD TYP SEE 4/S1.01 i I TOP OF MAIN SLAB Q I I I —�— #5 DOWEL BAR (— EMBEDDED 9" INTO — 2-#4 SUPPORT GRADE BEAM ! {p{)] #5 @ 12" OC TOP w/ -I STD 90° BEND 1/3 SPAN TOP REINFORCING ,III'; I TOP OF SLAB 14 =L. +17.67' NAVD I #4 @ 12" 7" STRUCTURAL ' ' ' ' II - OC EA. WAY CONCRETE SLAB t OT. OF GB BOTTOM.(IQ L. +16.3' NAVDAl MONOLITHIC CONCRETE J GRADE BEAM, SEE PLAN FOR LOCATIONS GB -1 TYPICAL GRADE BEAM REINFORCING: 4-#5 TOP & BOT. W/#3 TIES @ 12" OC SECTION SCALE: 3/4" HECKMAN DOVETAIL TR (#103) W/DOVETAIL ANC (#100) @ 24" O.C. VER' PER 4'-8" BREAK AW SHEAR CAPACITY = 1/2" MIN. PERIMETE JOINT W/ AND S c 8" FRANGIBL W/#5 @ DOWEL E MAX. IN C CELLS (3 E EMBEDDED I BELOW. DO NOT GRADE I 10, KE. _ PROVIDE 2—#5 REBAR. BREAK REBAR AT JOINTS /'4 FRANGIBLE SKI 1.02 SCALE: 3/4" = 1'-0" BREAKAWAY SLAB ON GRADE RT WALL STONE CAP, SEE ARCH KEYSTONE STONEGATE tI UNIT, INSTALL NEAR N VERTICAL II� UNREINFORCED CONCRETE OR CRUSHED STONE LEVELING PAD FRANGIBLE KEYSTONE WALL SCALE: 3/4" = 1'-0" 7" TO CONC. SLAB w/#5@8" TOP /9" 90° HOOK INTO FAR SIDE OF CONC. BEAM #4@10" TRANSVERSE TOP Q GRADE +18.00' NAVD AN SEE PLAN #4@10" BOTT E.W. BOT. OF BEAM �, +16.66 2 SEC TION 1.02 APPROVED; LAN AS PERMITTED B THE DIVISION OF W , RESOURCE MANAGEMENT FLORIDA DEPARTMENT OF EZ^, NMENTAL PROTECTION IPPR VED CONSTRUCTION AND ANY Q„ UTHORIZED ACTIVITIES MUST COMPLY WITH ALL CONDi7°f HE PERMIT. CO STRUCTION AND ACTIVITIES ARE STRICT L TO THOSE BOTH SHOWN ON THE APPROVED PLANS AND LISTED I PROJECT DES'RIPTION. THIS PERMIT IS ISSUED PURSUANT TO CH. S. AND OTHER PERMITS MAY BE REQUIRED. M �. Permit N Reviewed by Date 1 I 4 I I F`I I 11 6 11 1 I r l I:'I III I t IIA I I.I , 4 9 1-#5 IN CONC. FILLED CELL EA. SIDE OF JOINT TROWELED MORTAR JOINT 4'-8" MAX. 1" DEEP MAX. O.C. EALANT W/BACKER R D SE TION A- A 1" DEEP SAWCUT SLAB ON GRADE, w/ ELASTOMERIC SEE PLAN SEALANT NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 5' X 5' MAX. SQ. 2) SAWCUT CONC. SLAB WITHIN TO 12 HOURS OF CONC. PLACEMENT. 7 BREAKAWAY SLAI 1.02 SCALE: 3/4" = 1'-0" TOP OF MAIN SLAB EL. +21.67' NAVD (TYP) EL. +18.33NAVD Y Q 18"wx32"d CONCRETE GRADE BEAM WITH 4-#5 TOP AND BOTTOM (#4@12"O.C. HORIZ. EA FACE) • & #3 STIRRUPS @ 12" O.C. 7" STRUCTURAL CONCRETE SLAB T/SLAB ,,�,� PORCH: +21.07' NAVD • 2—#4 SUPPORT #5 DOWEL BAR #5@ 12" U.C. BOT EMBEDDED 9" INTO-\ GRADE BEAM 2-#4 SUPPORT #5 @ 12" OC TOP W/ STD 90° BEND 1/3 SPAN TOP REINFORCING r nit • • 4@ 12" O.C. 7" STRUCTURAL #CONCRETE SLAB TEMP. REINF. MONOLITHIC CONCRETE - - 1 GRADE BEAM, SEE PLAN FOR LOCATIONS 1 -p, "L GB -1 TYPICAL GRADE BEAM REINFORCING: 4-#5 TOP & BOT. W/#3 TIES @ 12" OC rL L r NOTE: COMPACTION OF BACKFILL AGAINST THE FRANGIBLE CMU WALL SHALL BE DONE W/ LIGHT COMPACTION EQUIPMENT IN LOW LIFTS IN ORDER TO AVOID DAMAGE TO THE FRANGIBLE WALL AND CAUSE STRUCTURAL FAILURE. CMU WALL SHALL BE BRACED FULL HEIGHT UNTIL SLAB ABOVE IS CAST AND CURED. SECTION SCALE: 3/4" = 1'-0" D Q J O TOP OF MAIN SLAB EL. +21.67' NAVD (TYP) GRADE BEAM TOP REINFORCING CONTINUOUS THROUGH PILE CAP EL. +20.17' NAVD (TYP) B/GRADE BEAM SKIRT WALL BELOW AS REQ'D TO ----ESTABLISH GRADE, SEE 4/S1.02 GRADE EL. VARIES +17.00' TO +19.00' CO NAVD 7 A . 10x20 FRANGIBLE FOOTING GRADE BEAM (EAST -WEST DIRECTION 2-#4 SUPPORT g" CMU WALLV #5 @ 12" OC TOP W/ STD 90° BEND 1/3 SPAN TOP REINFORCING #4 @ 12 OL 7" STRUCTURAL EA. WAY CONCRETE SLAB I . • `�' BOTTOM. ----- OUTLINE OF GRADE BEAM BEYOND, SEE SECTION 4/S1.01 1' 2" GRADE BEAM TOP REINFORCING CONTINUOUS THROUGH PILE CAP, SEE SECTION 4/S1.01 3—#5 EACH WAY ' ABOVE PILE 14"0 AUGER CAST PILE PER DETAIL 1/S1.01- SEE 2'-6" PLAN OR LOCATION SINGLE PILE CAP AT EDGE CONDITION SECTION SCALE: 3/4" DRAIN PER ARCH WAY. BOTTOM BOT. PILE CAP PORCH: +19.07' NAVD Y GB -1 TYPICAL GRADE BEAM REINFORCING: 4-#5 TOP & BOT. W/#3 TIES @ 12" OC BREAKAWAY SLAB SCALE: 3/4" = 1'-0" I I\l11V VI ULL I♦L I/�Il vll.v WALL (WHERE REQUIRED), SEE DETAIL 4/S1.02 SECONDARY POUR -T-SSI AB EL VARIES T +17,67' TO +17.5' NAVD Q BOT. PILE CAP EL. Y +15.96' NAVD STOP GRADE BEAM BOTTOM REINFORCING AT PILE SEE DETAIL 6/S1.02 ICU VEi APR 2 0 2010 '?IV1`SION OF WATF•^ 10 510 0 U :D V 1 Z 0 U L� 0 H E-- 0 z I W l V m O I W V J W f7 �{4Ai�TA,11 v E7 � Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 w � U 0 � Q v1 = W �Q En w U Qmf- Z uj Ln J U � Q FOUNDATION DETAILS 10 C TI ESEDRAWINGS. IF A DIMENSION IS s 3311 x • � wL�". M OF �74 Ql 1 LL Luis A. Pontigo, PE FL 11E#53311 REVISIONS DATE RESIDENCE _ QELEVATION 03.21.1 DESIGN/DRAWN/CH ECKED COORDINATION CS WAC /LAP QREAR DECK 04.09.1 DATE REVISION 02.05.18 SCALE AS NOTED LPA No. FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD CONTROL No. MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY SHEET FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w � U 0 � Q v1 = W �Q En w U Qmf- Z uj Ln J U � Q FOUNDATION DETAILS UO NOT SCALE DIMENSIONS FROM TI ESEDRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE _ DESIGN/DRAWN/CH ECKED CS WAC /LAP DATE 02.05.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET SHEET 8 OF EL. +21.10' NAVD �, _ TOP OF POOL WA ER LE 0" NAVD -- BOND BEAM WATER LEVEL I EL. +16'-10" NAVD EL. +14.93' NAVD , L BOT. GRADE BEAM POOL SECTION SCALE: 1/2" = V-0" POOL EL. +14.27' NAVD BOT. GRADE BEAM EL. +16.10' NAVD -11FTOP OF SLAB AT POOL DRAIN APPROVED PLAN AS 'ERMITTED BY THE DIVISION OF WATER ''ES ►URGE MANAGEMENT FLORIDA DEPARTMENT OF ENV'iRO JMENTAL PROTECTION APPROVED CONSTRUCTION AND ANY OT IER AUTHORIZED ACTIVITIES MUST COMPLY WITH ALL CONDITIONS OF THE PERMIT. CONSTRUCTION AND ACTIVITIES ARES RICTLY LIMITED TO THOSE BOTH SHOWN ON THE APPROVED PLANS AND LISTED IN THE PROJECT DESCRIPTION. THIS PERMIT IS ISSUED PURSUANT TO CH. 161, F.S. AND OTHER PEf "" REQUIRED. pal Revwwalby Date Permit # t y I I �7 �Jlil ll: q E9 I1 i, q ,lr a ti il,nill i I ',j� ILIh I ��.;30'I.l�n;1.� POOL SECTION SCALE: 1/2" = 1'-0" SCALE: 3/4" = l'-0" +21.33' NAVD EL. +19.42' NAVD TOP OF STONE TERRACE EL. +13.93' NAVD BOT. GRADE BEAM SPA #3 VERTICAL @ 8"o.c #4 HORIZONTAL @ 8"0.c 2—#4 SUPPORT [a): 0J U 4—#5 TOP & BOTTOM w/ #3 STIRRUPS @ 12"o.c GRADE BEAM REINFORCING 2�-0"' POOL SECTION AT S A SCALE: 3/4" = 1'-0" 4.27' N I_ CD • BOND BEAM SEE 8/S21 DP #3 HORIZONTA 8"o.c, CENTERED EA. F CE #4 VERTICAL (9 0 14.c, CENTERED, ALIGNEDW/ SLAB REINFORCING EA. F�CE 'I lI �1 '—O"' 1'-8" 16" CONCRETE SPILLWAY POOL WALL. EL. +16.77' NAVD TOP OF POOL SLAB FINISH, SEE ARCH I 12" STRUCTURAL CONCRETE POOL SHELL WALL POOL #5 @ 8"o.c TOP z 8" STRUCTURAL a_ 1/3 SP CONCRETE SLAB Q TOP REINF RCING Ln N 4—#5 TOP & BOTTOM w/ i #3 STIRRUPS @ 12'o.c —� GRADE BEAM REINFORC NG 2'-0" MIN POOL WALL DETAIL r)71 SCALE: 3/4" = V -IO" BOND BEAM SEE 8/S2.OP MAINTAIN 2" C NCRETE COVER A OUND OPENING #4 VERTICAL @ 8"o.c, CENTERED, ALIGNED w/ SLAB REINFORCING _ #3 HORIZONTAL @ 8"O. C 14"0 AUGERCAST CONCRETE ANCHOR PILE DEEP WELL DRAIN 3'-4" L. +15.10' NAVD 00 J F#5@!8 o.c v EA. WAY BOT. ;o BEND OVER VERTICAL #5 \--AUGERCAST PILE REINFORCING INTO GRADE BEAM/SLAB 14"0 AUGERCAST CONCRETE ANCHOR PILE ADD 4pcs #4 x 3'-0" DIAGONALS AROUND DEEP WELL DRAIN OPENING #5 @ 12" O.C. EACH WAY POOL SLAB REINFORCING EL. +SEE PLAN DEEP WELL DRAIN OPENING REINFORCING DETAIL SCALE:I 3/4" 1'-8" „1'—O„ EL. +21.10' NAVD TWP OF POOL BOND BEAM L. +17.5' NAVD EL. +15.10' NAVD R? T GRADE BEAT, POOL 3" #3 'Z' BARS @ 12" O.C. • —8" STRUCTURAL CONCRETE SLAB — 2—#4 SUPPORT #5 'Z BAS © . 8" O.C. ct- #5 @ 8"o. c EA. WAY BOT. 4—#5 TOP & BOTTO w/ % #3 STIRRUPS @ 12"o.c --/ GRADE BEAM REINFORCING BEND OVER VERTICAL #5 1 —2 2'-0" MIN POOL SECTION AT STAIRS SCALE: 3/4" AUGERCAST PILE REINFORCING INTO GRADE BEAM/SLAB 14"0 AUGERCAST CONCRETE ANCHOR PILE #5 @I 8" 0. C. TOP F1 3 SPAN TOP REINFORCING 1/3 SPAN TOP REINFORCING / m 2—#4 8" STRUCTURAL SUPPORT CONCRETE SLAB �! 2—#4 SUPPORT r LJ J 00 #5 @ 8" O.C. _ 3„ EA. WAY BOT.0 #5 @ 8" 0. C. CLR EA. WAY BOT 24"x2O" GRADE BEAM w/4—#5 TOP & BOTT. #3 STIRRUPS @ 12" O.C. LLJ QR .$ (J&` "v 0'- ``I/V 7� 8 SECTION Lli S1.03 SCALE: 3/4" = 1'-0''Cl Lou Pontigo and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 322.5,1 11.242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 I • �"`<,�.i TUU � ,.1Pt. R•t'� �,, � I�� Luis A. PontiBo, PE FL f L#53311 I REVISI ONS DATE r FIELD ALTERATION CONTRACTOR SHAI_I_ CONTACT OU PONTIGO e ASSOCIATES PRIG ," O MAKING ANY STRUCTURAL. FIELD MODIFICATIONS WHICH 1r1AI VARY FROM THE INTENT OE, YiE ORIGINAL - CONSTRUCTION DOC_1MENTG, ANY FIEI D ALTERNATIONS MADE Pf I TO BEING APPROVED BY LOU PONSIuO ;i 'ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. I POOL SUNSHELF DETAILS I � I #3 VERTICAL @ 8"o.c DO�NOT SCALE DIMENSIONS FROM THESE DRAWINGS IF A DIMENSION IS UNCLEAR REFLI' TO -1 FIE 313131 #4 HORIZONTAL @ I co CONTACT l I ir= E O.R. / PLAN NAME 8"o. c RESIDENCE DESIGN/DRAW N?CH ECKED POOL -- DATE ry SCALE e AS NOTED J U #5 @ 8"0.,- "0.cEA. EA.WAY BOT. I 2—#4 SUPPORT #4 'Z' BAR @ 8" 0.G ' #3 HORIZONTAL • • Q „ @ 8 O.0 #5 @ 8" O.C. EA. WAY BOT �r 4—#5 TOP & BOTTOM w/ #3 STIRRUPS @ 12"o.c GRADE BEAM REINFORCING 14"0 AUGERCAST CONCRETE ANCHOR PILE 2'-0" MIN 5� POOH... SECTION AT SUNSHELF SCALE: 3/4" = l'-0" +21.33' NAVD EL. +19.42' NAVD TOP OF STONE TERRACE EL. +13.93' NAVD BOT. GRADE BEAM SPA #3 VERTICAL @ 8"o.c #4 HORIZONTAL @ 8"0.c 2—#4 SUPPORT [a): 0J U 4—#5 TOP & BOTTOM w/ #3 STIRRUPS @ 12"o.c GRADE BEAM REINFORCING 2�-0"' POOL SECTION AT S A SCALE: 3/4" = 1'-0" 4.27' N I_ CD • BOND BEAM SEE 8/S21 DP #3 HORIZONTA 8"o.c, CENTERED EA. F CE #4 VERTICAL (9 0 14.c, CENTERED, ALIGNEDW/ SLAB REINFORCING EA. F�CE 'I lI �1 '—O"' 1'-8" 16" CONCRETE SPILLWAY POOL WALL. EL. +16.77' NAVD TOP OF POOL SLAB FINISH, SEE ARCH I 12" STRUCTURAL CONCRETE POOL SHELL WALL POOL #5 @ 8"o.c TOP z 8" STRUCTURAL a_ 1/3 SP CONCRETE SLAB Q TOP REINF RCING Ln N 4—#5 TOP & BOTTOM w/ i #3 STIRRUPS @ 12'o.c —� GRADE BEAM REINFORC NG 2'-0" MIN POOL WALL DETAIL r)71 SCALE: 3/4" = V -IO" BOND BEAM SEE 8/S2.OP MAINTAIN 2" C NCRETE COVER A OUND OPENING #4 VERTICAL @ 8"o.c, CENTERED, ALIGNED w/ SLAB REINFORCING _ #3 HORIZONTAL @ 8"O. C 14"0 AUGERCAST CONCRETE ANCHOR PILE DEEP WELL DRAIN 3'-4" L. +15.10' NAVD 00 J F#5@!8 o.c v EA. WAY BOT. ;o BEND OVER VERTICAL #5 \--AUGERCAST PILE REINFORCING INTO GRADE BEAM/SLAB 14"0 AUGERCAST CONCRETE ANCHOR PILE ADD 4pcs #4 x 3'-0" DIAGONALS AROUND DEEP WELL DRAIN OPENING #5 @ 12" O.C. EACH WAY POOL SLAB REINFORCING EL. +SEE PLAN DEEP WELL DRAIN OPENING REINFORCING DETAIL SCALE:I 3/4" 1'-8" „1'—O„ EL. +21.10' NAVD TWP OF POOL BOND BEAM L. +17.5' NAVD EL. +15.10' NAVD R? T GRADE BEAT, POOL 3" #3 'Z' BARS @ 12" O.C. • —8" STRUCTURAL CONCRETE SLAB — 2—#4 SUPPORT #5 'Z BAS © . 8" O.C. ct- #5 @ 8"o. c EA. WAY BOT. 4—#5 TOP & BOTTO w/ % #3 STIRRUPS @ 12"o.c --/ GRADE BEAM REINFORCING BEND OVER VERTICAL #5 1 —2 2'-0" MIN POOL SECTION AT STAIRS SCALE: 3/4" AUGERCAST PILE REINFORCING INTO GRADE BEAM/SLAB 14"0 AUGERCAST CONCRETE ANCHOR PILE #5 @I 8" 0. C. TOP F1 3 SPAN TOP REINFORCING 1/3 SPAN TOP REINFORCING / m 2—#4 8" STRUCTURAL SUPPORT CONCRETE SLAB �! 2—#4 SUPPORT r LJ J 00 #5 @ 8" O.C. _ 3„ EA. WAY BOT.0 #5 @ 8" 0. C. CLR EA. WAY BOT 24"x2O" GRADE BEAM w/4—#5 TOP & BOTT. #3 STIRRUPS @ 12" O.C. LLJ QR .$ (J&` "v 0'- ``I/V 7� 8 SECTION Lli S1.03 SCALE: 3/4" = 1'-0''Cl Lou Pontigo and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 322.5,1 11.242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 I • �"`<,�.i TUU � ,.1Pt. R•t'� �,, � I�� Luis A. PontiBo, PE FL f L#53311 I REVISI ONS DATE r FIELD ALTERATION CONTRACTOR SHAI_I_ CONTACT OU PONTIGO e ASSOCIATES PRIG ," O MAKING ANY STRUCTURAL. FIELD MODIFICATIONS WHICH 1r1AI VARY FROM THE INTENT OE, YiE ORIGINAL - CONSTRUCTION DOC_1MENTG, ANY FIEI D ALTERNATIONS MADE Pf I TO BEING APPROVED BY LOU PONSIuO ;i 'ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 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I GAL 11 BIRD OF PARDISE SR 3' O.C. 3 GAL 5 NEW SABAL PALM SF 2' CLEAR TRUNK MATCHING 3 SEVILLE GRASS SOD / S( 350 COONTIE PALM � ZF 7 GAL 10 KNOCK OUT ROSEr,, 3 GAL 5 HIBISCUS 3 GAL HOLLY FERN rCF 2' O.C. 2 GAL 25 PODOCARPUS � SP 2' O.C. 7 GAL BOXWOOD BM 18"O.C. 3 GAL 24 AGAPANTHUS/ AA 2' O.C. 1 GAL \ 52 SKY PENCIL IC 7 GAL 2 SEVILLE GRASS SOD SAW PALMETTO sr VARIED HEIGHTS 3 LIGUSTRUM HEDGE 5' O.C. 30 GAL DWARF INDIAN HAWTHORNE RI 3' O.C. 3 GAL 6 FLOITAM GRASS SOD PROTECTED TREES ON SITE PROTECTED TREES TO BE REMOVED SABAL PALMS: 10 PROTECTED TREES TO REMAIN: SABAL PALMS: 0 PROTECTED TREES TO BE ADDED SABAL PALMS: 13, (8' TO 12' CLEAR TRUNK) NOTE: EXISTING PALM TREES ARE TO BE PRESERVED WHEREVER PRACTICAL EVEN IF SHOWN HERE TO BE REMOVED, NOTE: AGAPANTHUS SHOWN AT ENTRY COURT MAY BE REPLACED WITH BLUE DAZE OR APPROPRIATE PLANT AS SELECTED BY LANDSCAPE SUPPLIER AND OWNER PLANT MATERIAL SCHEDULE BOTANICAL NAME • \ COUNT REMARKS AA AGAPANTHUS AFRICANUS ���� :���i i��..i��ii ^moi i�1ll BM BUXUS MICROPHYLLA BOXWOOD 24 3 GALLON CF CYRTOMIUM FALCATUM HOLLY FERN 25 2 GALLON EG EVOLVULUS GLOMERATUS BLUE DAZE 90 1 GALLON FP FICUS PUMILA FIG VINE 20 1 GALLON HD HELIANTHUS DEBILIS BEACH SUNFLOWER 28 1 GALLON HR HIBISCUS ROSA—SINESIS HIBISCUS 3 7 GALLON IC ILEX CRENATA SKY PENCIL 2 30 GALLON LJ LIGUSTRUM JAPONICA LIGUSTRUM 11 30 GALLON LM LIRIOPE MUSCARI "SUPER BLUE" SUPER BLUE LIRIOPE 55 1 GALLON MG MUHLENBERGIA CAPILLARIS MUHLY GRASS 12 1 GALLON NG NEOMARICA GRACILLIS APOSTLE IRIS — 3 GALLON PA PENNISETUM ALOPECUROIDES WHITE FOUNTAIN GRASS 44 3 GALLON PM PODOCARPUS MACROPHYLIA MAKI JAPANESE YEW 46 7 GALLON RI RAPHIOLEPIS INDICA ALBA DWARF INDIAN HAWTHORNE 36 3 GALLON SP SABAL PALMETTO SABAL PALM 2 8' CLR TR SP SABAL PALMETTO SABAL PALM 4 10' CLR TR SP SABAL PALMETTO SABAL PALM 7 12' CLR TR SR SERENOA REPENS BLUE SAW PALMETTO 3 VARIED SIZES RK ROSA SP. "KNOCKOUT" KNOCKOUT ROSE 7 3 GALLON SR STELITZIA REGINA BIRD OF PARADISE 5 3 GALLON TA TRACHELOSERMUM ASIATICUM DWARF ASIAN JASMINE 100 4" POTS - i - - - - �7% ZAMIA PUMILA COONTIE PALM 17 I-II FG I•-- -_:., 5455 SF �.���►�............./�. - _ail SEVILLE GRASS SOD 1350 SF IIIIII a. ,�►,��� p���� ���!��i,e;: �®� • , e �®��►ice �•�•■. II II III II I I III _ �/ �.f• ® r ; \ ;�, ,r r �i 1./ iYA II � ,r . s �>�� s. Ja I r;T6�,rs,r`...'a �..,,1bi1Tf c�.���,✓ .� ® S �� - --- _ — - -- �� — --= - j FIG VINE FP 2' O.C. I GAL 11 BIRD OF PARDISE SR 3' O.C. 3 GAL 5 NEW SABAL PALM SF 2' CLEAR TRUNK MATCHING 3 SEVILLE GRASS SOD / S( 350 COONTIE PALM � ZF 7 GAL 10 KNOCK OUT ROSEr,, 3 GAL 5 HIBISCUS 3 GAL HOLLY FERN rCF 2' O.C. 2 GAL 25 PODOCARPUS � SP 2' O.C. 7 GAL BOXWOOD BM 18"O.C. 3 GAL 24 AGAPANTHUS/ AA 2' O.C. 1 GAL \ 52 SKY PENCIL IC 7 GAL 2 SEVILLE GRASS SOD SAW PALMETTO sr VARIED HEIGHTS 3 LIGUSTRUM HEDGE 5' O.C. 30 GAL DWARF INDIAN HAWTHORNE RI 3' O.C. 3 GAL 6 FLOITAM GRASS SOD PROTECTED TREES ON SITE PROTECTED TREES TO BE REMOVED SABAL PALMS: 10 PROTECTED TREES TO REMAIN: SABAL PALMS: 0 PROTECTED TREES TO BE ADDED SABAL PALMS: 13, (8' TO 12' CLEAR TRUNK) NOTE: EXISTING PALM TREES ARE TO BE PRESERVED WHEREVER PRACTICAL EVEN IF SHOWN HERE TO BE REMOVED, NOTE: AGAPANTHUS SHOWN AT ENTRY COURT MAY BE REPLACED WITH BLUE DAZE OR APPROPRIATE PLANT AS SELECTED BY LANDSCAPE SUPPLIER AND OWNER PLANT MATERIAL SCHEDULE BOTANICAL NAME COMMON NAME COUNT REMARKS AA AGAPANTHUS AFRICANUS LILY OF THE NILE 68 1 GALLON BM BUXUS MICROPHYLLA BOXWOOD 24 3 GALLON CF CYRTOMIUM FALCATUM HOLLY FERN 25 2 GALLON EG EVOLVULUS GLOMERATUS BLUE DAZE 90 1 GALLON FP FICUS PUMILA FIG VINE 20 1 GALLON HD HELIANTHUS DEBILIS BEACH SUNFLOWER 28 1 GALLON HR HIBISCUS ROSA—SINESIS HIBISCUS 3 7 GALLON IC ILEX CRENATA SKY PENCIL 2 30 GALLON LJ LIGUSTRUM JAPONICA LIGUSTRUM 11 30 GALLON LM LIRIOPE MUSCARI "SUPER BLUE" SUPER BLUE LIRIOPE 55 1 GALLON MG MUHLENBERGIA CAPILLARIS MUHLY GRASS 12 1 GALLON NG NEOMARICA GRACILLIS APOSTLE IRIS — 3 GALLON PA PENNISETUM ALOPECUROIDES WHITE FOUNTAIN GRASS 44 3 GALLON PM PODOCARPUS MACROPHYLIA MAKI JAPANESE YEW 46 7 GALLON RI RAPHIOLEPIS INDICA ALBA DWARF INDIAN HAWTHORNE 36 3 GALLON SP SABAL PALMETTO SABAL PALM 2 8' CLR TR SP SABAL PALMETTO SABAL PALM 4 10' CLR TR SP SABAL PALMETTO SABAL PALM 7 12' CLR TR SR SERENOA REPENS BLUE SAW PALMETTO 3 VARIED SIZES RK ROSA SP. "KNOCKOUT" KNOCKOUT ROSE 7 3 GALLON SR STELITZIA REGINA BIRD OF PARADISE 5 3 GALLON TA TRACHELOSERMUM ASIATICUM DWARF ASIAN JASMINE 100 4" POTS ZP ZAMIA PUMILA COONTIE PALM 17 7 GALLON FG FLORATAM GRASS SOD 5455 SF SG SEVILLE GRASS SOD 1350 SF SHREDDED CYPRESS MUL AS REQUIRED 1X4 PT PINE BOARD EDGING AS REQUIRED ALL PLANTS SHOULD BE EMIDA FANCY #1 4' 8' 16' LANDSCAPE PLANTING PLAN L1 12-22-17 10-11-18 JAMES W DUPREE ARCHITECT /b°��'�� �D BEACH SUNFLOWER 6 30" O.C. 1 GAL HD BEACH SUNFLOWER 12 30 O.0 1 GAL SP NEW SABLE PALM 3 8' TO 10' CLEAR TRUNK ZP C0 0NTIE PALM 3 7 GAL RI DWARF INDIAN HAWTHORNE 13 30" O.C. 3 GAL 3TADWAR.F ASIAN JASMIN1' OC. 4" POTS F� FLORITAM GRASS SOD 205 % AT TURF BLOCK ©" im ma ' 71,11 i I (OTTAG i I I PALM REMOVED 13 • • r r ! A • • • • • • • • • • • • • • • • • c c! m s • o • • i w • M M ■ 1 N M s • • • • • • • • N • • • ; roll ............. w w w w • . . ..1-10111-1101 11 • • . . . . . . . . . . . . . . . . . . . . . . . • • • ♦ w w • •N• • • 11,0011 . . . . . . . . . . . F ' .IIN Aria smal Low, U1014131019-1,600-123 FG FLORITAM GRASS SOD 430 OVER ECO BLOCK HD BEACH SUNFLOWER 10 30" O.0 1 GAL MG MUHLY GRASS 12 2' O.C. 1 GALLON �P C0 0NTIE PALM 3 7 GAL PA WHITE FOUNTAIN GRASS 34 2' O.C. 1 GALLON AA AGAPANTHUS 16 2' O.C. 1 GALLON EG BLUE DAZE GROUNDCOVER 90 2' O.C. 1 QT. �P NEW SABAL PALM — 3 10' CLEAR TRUNK MATCHING ME 914 1,01111111111 .•. + Y Y Y i Y Y Y Y Y i Y a Y Y Y Y Y Y i Y Y Y i Y i i i i Y Y i Y i a Y Y Y Y Y Y Y Y` _ .`.` i YiYiY`Y`YiiYiiiYYYYYYYYYY .�✓ YYYYYYYYYYiYYYYYiYYiY Yr Y` Y` Y`YYYiYYY`.iYiYYYYYYYYYYYYYYYYYYYYYYYYYYYiYYYY�YYYYYWY{ PODOCARPUS PM COMMON NAME COUNT _ 2' O.C. 7 GAL 28 LILY OF THE NILE u 1 GALLON FIG VINE FP GRAVEL GR 3 GALLON 2' O.C. 1 GAL 9 HOLLY FERN 25 2 GALLON KNOCK OUT ROSE RK DWARF INDIAN HAWTHORNE RI 1 GALLON 3 GAL 2 30" O.C. 3 GAL 10 1 GALLON WHITE FOUNTAIN GRASS PA LIRIOPE SUPER BLUE SP uQ D� , uiunw 2' O.C. 1 GAL 10 2' O.C. 1 GAL 22 ... i IC ILEX CRENATA SKY PENCIL Y 30 GALLON NEW SABAL PALM SP LIGUSTRUM 11 30 GALLON LM LIRIOPE MUSCARI "S ER BLUE" DWARF INDIAN HAWTHORNE RI 12' CLEAR TRUNK MATCHING 4 MUHLY GRASS 12 1 GALLON NG NEOMARICA GRACILLIS 30" O.C. 3 GAL 7 3 GALLON DWARF ASIAN JASMINETA PENNISETUM ALOPEC OIDES WHITE FOUNTAIN GRASS 44 3 GALLON 1' O.C. 4" POTS 30 LIGUSTRUM HEDGE LJ 7 GALLON RI RAPHIOLEPIS INDICA 4 -BA 5' O.C. 30 GAL 3 3 GALLON LIRIOPE SUPER BLUE SP SABAL PALM 2 8' CLR TR 2' O.C. 1 GAL 4 SABAL PALM 4 10' CLR TR LIRIOPE SUPER BLUE SP = r,, _®� w �-�-- _- II II III s® ��,- X11'/ "�I�J�'••.� +ice �r�►� � r � ��� 2' O.C. 1 GAL 29 SAW PALMETTO 3 • • ■. ��'i� �€ �►:: � ��� l��e,� �� 1•. � . � ,.� � : �� � �� X11 .1>,�� II III I I I �,�r �' NEW FLORITAM GRASS SOD FG /� /� �� I.��� /� � �� �� �� �,o �� ><o �� �� /� i� i� is �� GRAVEL GR4820 � 5 W � . v i.�, .. •,. . o r I .OO `OY O Y YO` O O e. � Y )5? ,,, Y Y y Y Y Y Y Y Y Y Y Y Y ... i Y Y Y Y Y Y Y Y Y Y Y Y Y i i V Y Y Y` Y Y Y Y Y Y Y i Y Y Y` '�' Y i„ Y i Y Y Y Y '.' Y Y Y y Y •�. i i Y i i Y i i Y Y i Y Y Y Y Y i Y i i Y ••' Y Y Y Y Y Y Y Y i Y Y Y Y Y Y Y Y Y Y Y i Y i Y Y Y Y Y Y i i Y Y Y YY a +• i Y Y 1�����i �i �®`�`i � s �� _NEW YYYiYYYYYYYiYY.'YyWWYYYiYYYi YYYY . . .Y. .i.Y. . .YYYYY.YYYYY Yi.Y i.YYYY HOSE BI I I � � FLORATAM GRASS SO o�. o .• :. Y`YYYYiYY`Y Y i i Y` Y Y Y Y Y i Y Y Y Y Y Y Y Y Y Y i Y Y Y i Y i Y Y Y Y i` ` Y Y Y Y Y i Y Y i i Y Y Y Y Y Y Y Y Y Y Y iY YY`Y WYYY YiYYYi Yi.Y.Y. .Y.Y. .YYYYYYYYYYiYY YYYYiYYiiYY YYYiYiY Y � SG I HOUSE Y Y YY Y iY YiYiYY .`. .`Y`YY.Y.`.Yii.YYi.Y.`.. .`YYY`YYY i W Y Y i i Y Y IIW ALM REMOVIDI I — SHREDDED CYPRESS ULCH AS REQUIRED 1X4 PT PINE BOARD EDGING AS REQUIRED y YYYiYYYYYYYi.Y. .YYYYYYiYYYi YYYiYYYYYiY Y i Y Y Y Y Y Y Y i i i• Y Y i Y Y Y Y Y Y i i Y Y Y Y Y Y Y Y Y i Y WWY Y Y Y .YY`YWYWYWYW.WYWY�iWYWY�iiiiiWY WY�iYiYYYYY `Y`W`YYiiYiiYYiii.i.YYYYYYii.YYYYiiii.i.i.Y Y`ii Y.Y -Yi F, i Y YY`YYYii`iYi i iYY Y`iYYii`Y`Y YYY Y i Y iYY Y`Y`YiY ::�4±:yL�:W:.W:��W.W:y:�W�:�:W.WW�.WL�.. Y�WWYWiWiWi — _ YYYi �. ...` Y YWYWiW` `.Y.. ... `W'.i�`WiWi.Y.YW`W`WYW `�`YiYYiiYi .•. + Y Y Y i Y Y Y Y Y i Y a Y Y Y Y Y Y i Y Y Y i Y i i i i Y Y i Y i a Y Y Y Y Y Y Y Y` _ .`.` i YiYiY`Y`YiiYiiiYYYYYYYYYY .�✓ YYYYYYYYYYiYYYYYiYYiY Yr Y` Y` Y`YYYiYYY`.iYiYYYYYYYYYYYYYYYYYYYYYYYYYYYiYYYY�YYYYYWY{ BOTANICAL NAME COMMON NAME COUNT _ AA AGAPANTHUS AFRICANUS LILY OF THE NILE u 1 GALLON BM BUXUS MICROPHYLLA BOXWOOD 24 3 GALLON CF CYRTOMIUM FALCATUM' HOLLY FERN 25 2 GALLON EG EVOLVULUS GLOMERAIUS .�e 90 1 GALLON FP FICUS PUMILA FIG VINE 20 1 GALLON HD HELIANTHUS DEBILIS BEACH SUNFLOWER 28 uQ D� , uiunw HR HIBISCUS ROSA-SINE$IS HIBISCUS 3 ... i IC ILEX CRENATA SKY PENCIL 2 30 GALLON LJ .II LIGUSTRUM 11 30 GALLON LM LIRIOPE MUSCARI "S ER BLUE" SUPER BLUE LIRIOPE 55 1 GALLON MG MUHLENBERGIA CAPIL RIS MUHLY GRASS 12 1 GALLON NG NEOMARICA GRACILLIS APOSTLE IRIS - 3 GALLON PA PENNISETUM ALOPEC OIDES WHITE FOUNTAIN GRASS 44 3 GALLON PM PODOCARPUS MACRO YLIA MAKI (IIII 46 7 GALLON RI RAPHIOLEPIS INDICA 4 -BA DWARF INDIAN HAWTHORNE 36 3 GALLON SP SABAL PALMETTO SABAL PALM 2 8' CLR TR SP SABAL PALMETTO SABAL PALM 4 10' CLR TR �, w 7�r�i►��► = r,, _®� w �-�-- _- II II III s® ��,- X11'/ "�I�J�'••.� +ice �r�►� � r � ��� �� SERENOA REPENS BLUE SAW PALMETTO 3 • • ■. ��'i� �€ �►:: � ��� l��e,� �� 1•. � . � ,.� � : �� � �� X11 .1>,�� II III I I I �,�r �' �i vi •-��—���� /� /� �� I.��� /� � �� �� �� �,o �� ><o �� �� /� i� i� is �� ^ v-��°►��1/,� \® •, .; —���_ � �� ��f11�!:. 1T11"�re�p �., ,,nom � ,, .�. i►�jl STELITZIA REGINA � 5 � � � !� �i �• aril DWARF ASIAN JASMINE 1 !� �! ., 1�����i �i �®`�`i � s �� _NEW ;� 11� 17 7 GALLON � . 'i, FLORATAM GRASS SO �rh/ll � SG I HOUSE � �` - INN setazlTt SHREDDED CYPRESS ULCH AS REQUIRED 1X4 PT PINE BOARD EDGING AS REQUIRED • i T T T T T �y —, � I . Vii•\ f T T IIII M �i,� \ ��1 ��II/, \`►\I`,�IIlI�I 11/ II/. `, �`/�`/I®/�`��1/�`/ `/' • . �� r� /(1,�`1� � .�\/'i 1�,��\� •V�•�������V�����+��V��.,�`'��\.,. .�� - VMS �- i ��1 / �� /�'� ® _,��,�f® �, ,II!_ � ►.tea_---�:� � �, !� �■ � TSS �� " I �►77 ��ii �� ��� �:_- -� `►����►������i��►��i►y������ : �������� �� i ,rte J/ ,•. - I .•. + Y Y Y i Y Y Y Y Y i Y a Y Y Y Y Y Y i Y Y Y i Y i i i i Y Y i Y i a Y Y Y Y Y Y Y Y` _ .`.` i YiYiY`Y`YiiYiiiYYYYYYYYYY .�✓ YYYYYYYYYYiYYYYYiYYiY Yr Y` Y` Y`YYYiYYY`.iYiYYYYYYYYYYYYYYYYYYYYYYYYYYYiYYYY�YYYYYWY{ BOTANICAL NAME COMMON NAME COUNT REMARKS AA AGAPANTHUS AFRICANUS LILY OF THE NILE 68 1 GALLON BM BUXUS MICROPHYLLA BOXWOOD 24 3 GALLON CF CYRTOMIUM FALCATUM' HOLLY FERN 25 2 GALLON EG EVOLVULUS GLOMERAIUS .�e 90 1 GALLON FP FICUS PUMILA FIG VINE 20 1 GALLON HD HELIANTHUS DEBILIS BEACH SUNFLOWER 28 1 GALLON HR HIBISCUS ROSA-SINE$IS HIBISCUS 3 7 GALLON IC ILEX CRENATA SKY PENCIL 2 30 GALLON LJ LIGUSTRUM JAPONICA LIGUSTRUM 11 30 GALLON LM LIRIOPE MUSCARI "S ER BLUE" SUPER BLUE LIRIOPE 55 1 GALLON MG MUHLENBERGIA CAPIL RIS MUHLY GRASS 12 1 GALLON NG NEOMARICA GRACILLIS APOSTLE IRIS - .•. + Y Y Y i Y Y Y Y Y i Y a Y Y Y Y Y Y i Y Y Y i Y i i i i Y Y i Y i a Y Y Y Y Y Y Y Y` _ .`.` i YiYiY`Y`YiiYiiiYYYYYYYYYY .�✓ YYYYYYYYYYiYYYYYiYYiY Yr Y` Y` Y`YYYiYYY`.iYiYYYYYYYYYYYYYYYYYYYYYYYYYYYiYYYY�YYYYYWY{ FIG VINE FP ' 2' O.C. I GAL 11 BIRD OF PARDISE SR 3' O.C. 3 GAL 5 NEW SABAL PALM SP 12' CLEAR TRUNK MATCHING 3 SEVILLE GRASS SOD / SG 1350 COONTIE PALM � ZF 7 GAL \\, 10_ KNOCK OUT ROSE RH 3 GAL 5 HIBISCUS 3 GAL HOLLY FERN CF 2' O.C. 2 GAL 25 PODOCARPUS SP 2' O.C. 7 GAL 18 BOXWOOD BM 18"O.C. 3 GAL 24 AGAPANTHUS AA 'OC. 1 GAL 52 J SKY PENCIL IC 7 GAL 2 SEVILLE GRASS SOD SAW PALMETTO Sr VARIED HEIGHTS 3 LIGUSTRUM HEDGE 5' O.C. 30 GAL DWARF INDIAN HAWTHORNE ( RI 3' O.C. 3 GAL � 6 FLOITAM GRASS SOD PROTECTED TREES ON SITE PROTECTED TREES TO BE REMOVED SABAL PALMS: 10 PROTECTED TREES TO REMAIN: SABAL PALMS: 0 PROTECTED TREES TO BE ADDED SABAL PALMS: 13, (8' TO 12' CLEAR TRUNK) NOTE: EXISTING PALM TREES ARE TO BE PRESERVED WHEREVER PRACTICAL EVEN IF SHOWN HERE TO BE REMOVED. NOTE: AGAPANTHUS SHOWN AT ENTRY COURT MAY BE REPLACED WITH BLUE DAZE OR APPROPRIATE PLANT AS SELECTED BY LANDSCAPE SUPPLIER AND OWNER PLANT MATERIAL SCHEDULE BOTANICAL NAME COMMON NAME COUNT REMARKS AA AGAPANTHUS AFRICANUS LILY OF THE NILE 68 1 GALLON BM BUXUS MICROPHYLLA BOXWOOD 24 3 GALLON CF CYRTOMIUM FALCATUM' HOLLY FERN 25 2 GALLON EG EVOLVULUS GLOMERAIUS BLUE DAZE 90 1 GALLON FP FICUS PUMILA FIG VINE 20 1 GALLON HD HELIANTHUS DEBILIS BEACH SUNFLOWER 28 1 GALLON HR HIBISCUS ROSA-SINE$IS HIBISCUS 3 7 GALLON IC ILEX CRENATA SKY PENCIL 2 30 GALLON LJ LIGUSTRUM JAPONICA LIGUSTRUM 11 30 GALLON LM LIRIOPE MUSCARI "S ER BLUE" SUPER BLUE LIRIOPE 55 1 GALLON MG MUHLENBERGIA CAPIL RIS MUHLY GRASS 12 1 GALLON NG NEOMARICA GRACILLIS APOSTLE IRIS - 3 GALLON PA PENNISETUM ALOPEC OIDES WHITE FOUNTAIN GRASS 44 3 GALLON PM PODOCARPUS MACRO YLIA MAKI (IIII 46 7 GALLON RI RAPHIOLEPIS INDICA 4 -BA DWARF INDIAN HAWTHORNE 36 3 GALLON SP SABAL PALMETTO SABAL PALM 2 8' CLR TR SP SABAL PALMETTO SABAL PALM 4 10' CLR TR \� • ! � 7�r�i►��► SABAL PALM 7 � �� SERENOA REPENS BLUE SAW PALMETTO 3 • • ■. RK ROSA SP. "KNOCKOUT" KNOCKOUT ROSE ►. 3 GALLON ^ v-��°►��1/,� \® •, .; —���_ � �� ��f11�!:. 1T11"�re�p �., ,,nom � ,, .�. i►�jl STELITZIA REGINA � 5 ►1 TA TRACHELOSERMUM A ICUM DWARF ASIAN JASMINE 100 4" POTS ZP III I 1 � ;� 11� 17 7 GALLON � . 'i, FLORATAM GRASS SO _ ®�+' � � ,:;;°�I�`�1 a'r��,�,7,�� �����"� .`V�1j' i : ; • �� t.�' ll � SG � 1350 SF � �` - INN setazlTt SHREDDED CYPRESS ULCH AS REQUIRED 1X4 PT PINE BOARD EDGING AS REQUIRED \�M1 OE FIG VINE FP ' 2' O.C. I GAL 11 BIRD OF PARDISE SR 3' O.C. 3 GAL 5 NEW SABAL PALM SP 12' CLEAR TRUNK MATCHING 3 SEVILLE GRASS SOD / SG 1350 COONTIE PALM � ZF 7 GAL \\, 10_ KNOCK OUT ROSE RH 3 GAL 5 HIBISCUS 3 GAL HOLLY FERN CF 2' O.C. 2 GAL 25 PODOCARPUS SP 2' O.C. 7 GAL 18 BOXWOOD BM 18"O.C. 3 GAL 24 AGAPANTHUS AA 'OC. 1 GAL 52 J SKY PENCIL IC 7 GAL 2 SEVILLE GRASS SOD SAW PALMETTO Sr VARIED HEIGHTS 3 LIGUSTRUM HEDGE 5' O.C. 30 GAL DWARF INDIAN HAWTHORNE ( RI 3' O.C. 3 GAL � 6 FLOITAM GRASS SOD PROTECTED TREES ON SITE PROTECTED TREES TO BE REMOVED SABAL PALMS: 10 PROTECTED TREES TO REMAIN: SABAL PALMS: 0 PROTECTED TREES TO BE ADDED SABAL PALMS: 13, (8' TO 12' CLEAR TRUNK) NOTE: EXISTING PALM TREES ARE TO BE PRESERVED WHEREVER PRACTICAL EVEN IF SHOWN HERE TO BE REMOVED. NOTE: AGAPANTHUS SHOWN AT ENTRY COURT MAY BE REPLACED WITH BLUE DAZE OR APPROPRIATE PLANT AS SELECTED BY LANDSCAPE SUPPLIER AND OWNER PLANT MATERIAL SCHEDULE BOTANICAL NAME COMMON NAME COUNT REMARKS AA AGAPANTHUS AFRICANUS LILY OF THE NILE 68 1 GALLON BM BUXUS MICROPHYLLA BOXWOOD 24 3 GALLON CF CYRTOMIUM FALCATUM' HOLLY FERN 25 2 GALLON EG EVOLVULUS GLOMERAIUS BLUE DAZE 90 1 GALLON FP FICUS PUMILA FIG VINE 20 1 GALLON HD HELIANTHUS DEBILIS BEACH SUNFLOWER 28 1 GALLON HR HIBISCUS ROSA-SINE$IS HIBISCUS 3 7 GALLON IC ILEX CRENATA SKY PENCIL 2 30 GALLON LJ LIGUSTRUM JAPONICA LIGUSTRUM 11 30 GALLON LM LIRIOPE MUSCARI "S ER BLUE" SUPER BLUE LIRIOPE 55 1 GALLON MG MUHLENBERGIA CAPIL RIS MUHLY GRASS 12 1 GALLON NG NEOMARICA GRACILLIS APOSTLE IRIS - 3 GALLON PA PENNISETUM ALOPEC OIDES WHITE FOUNTAIN GRASS 44 3 GALLON PM PODOCARPUS MACRO YLIA MAKI JAPANESE YEW 46 7 GALLON RI RAPHIOLEPIS INDICA 4 -BA DWARF INDIAN HAWTHORNE 36 3 GALLON SP SABAL PALMETTO SABAL PALM 2 8' CLR TR SP SABAL PALMETTO SABAL PALM 4 10' CLR TR SP SABAL PALMETTO SABAL PALM 7 12' CLR TR SR SERENOA REPENS BLUE SAW PALMETTO 3 VARIED SIZES RK ROSA SP. "KNOCKOUT" KNOCKOUT ROSE 7 3 GALLON SR STELITZIA REGINA BIRD OF PARADISE 5 3 GALLON TA TRACHELOSERMUM A ICUM DWARF ASIAN JASMINE 100 4" POTS ZP ZAMIA PUMILA COONTIE PALM 17 7 GALLON FG FLORATAM GRASS SO 5455 SF SG SEVILLE GRASS SOD 1350 SF SHREDDED CYPRESS ULCH AS REQUIRED 1X4 PT PINE BOARD EDGING AS REQUIRED ALL PLANTS SHOULD BE FLORIDA FANCY #1 a W 0 Q ►-rl W O V � x Q W� pq W Z n W N W E S 4' 8' 16' LANDSCAPE PLANTING PLAN L I 12-22-17 10-11-18 JAWIFF� DUPRfE' li jM,kHITECT _�,R-0010182 ol CONCIR K 1vtwAT ." / .., / / / I ww w � 470- . . . . . . 9 ww ~ w1 I T w. 7 M[ET 6, iffliSS11­ 000, JII . ... .. 668- � . . . . . . . . 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IMPERVIOUS AREA PLAN r' MAX'L 6Q" SF IMPERVIOUS -AREA,Ei PROPOSED '`i' '";` �r �: ,r " Iw,." iwwa �ww; ��.w� w w ,—: POOL ENCLOSURE FENCE WHERE EXISTING 6' HIGH PRIVACY FENCE IS ABSENT Z' CMU WALL MAX 6' ABOVE GRADE Ln i j IMPERVIOUS AREA SITE PLANS 201 12-22-17 02-05-18 Al 06-13-18 JES %' DUPREE Ill AM Ty P'f"J'L ARCH1111— AR -004013,82 N 2118 39 9 8. roo -0) EX6TNG 20 -DECK AW I= . . . . . . . . . . . . . OVF-D . . ♦ . . . . . RI /EWAY T .♦ . .. . . . . �T.Qr JEF, RfM. CQNC,� M - �_7=_ . . . . . . . . 1ITfHlN 41 n WWWW . . . . . . WW . . . . . . . . . . . . . . . . G DIN N Cx) O Tc STORAGE C AGE 6;Jl '6�� STIBULE UlNlNr HALL . . . . . . MPORARY w �SILIENC__ SWOON Ww H HALL - Z-4 . . . . ♦ . . . . . 7 al -41 01 TH D ST 0NCjjKTE R♦ . . . ... . . . . . . . . . . . . . . . . j A . . . . . . . . . . . . . . . . TTVI . . . . . . . . . . . . . /A . . . . . . . . . . . . . . . k * . . .1 " - ki �'( %_ _.-A .% . . . . . . . . . ' TOR LU M ...... ...... 1IR 0 w c- TE: - . . . . . . . . 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W b . .ly * W w W y y ` . . ` y W N .. ..1*... ..i.. .` yWy y . yW 11 .i P I 11 ��_�� II --�� ; NOTE: ALL PERSPECTIVE DEPICTIONS HEREIN ARE CONCEPTUAL IN NATURE AND NOT INTENDED TO REPRESENT EXACT APPEARANCE. VIEW FROM WEST SITE LOCATION -MAP w wrrr a l i" i GENERAL PROJECT NOTES: THE ATTACHED DRAWINGS DESCRIBE THE PROPOSED CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE AT 1549 BEACH AVENUE IN ATLANTIC BEACH, FLORIDA. THE BUILDING DESIGN AS DESCRIBED HEREIN IS INTENDED TO BE COMPLIANT WITH ALL REQUIREMENTS OF THE FLORIDA BUILDING CODE, RESIDENTIAL- 2014 EDITION (FBC), THE 2011 EDITION OF THE NATIONAL ELECTRIC CODE, THE 2010 EDITION OF THE NFPA 101 LIFE SAFETY CODE, THE 2014 FLORIDA FIRE PREVENTION CODE, AND ALL PERTINENT ZONING REGULATIONS OF THE CITY OF ATLANTIC BEACH, FLORIDA. ALL REQUIREMENTS OF THESE CODES, WHETHER REFERENCED HEREIN OR NOT, MUST BE OBSERVED THROUGHOUT THE CONSTRUCTION PROCESS. D.E.P. CERTIFICATION: THESE DESIGN DRAWINGS ARE IN COMPLIANCE WITH STANDARDS ESTABLISHED IN SECTION 62B-33.008 OF THE FLORIDA ADMINISTRATIVE CODE. D.E.P. ALL SHORE PARALLEL HORIZONTAL STRUCTURAL ELEMENTS REST AT ELEVATIONS AT OR ABOVE THE CALCULATED CREST OF THE WAVE DURING A 100 YEAR STORM EVENT DETERMINED TO BE 16.3' NAVD'88, LISTED AS 17.4' NGVD'29 PER FLDEP DUVAL MONUMENT R047. ZONING INFORMATION: THE BUILDING DESCRIBED HEREIN IS A SINGLE FAMILY RESIDENCE TO BE CONSTRUCTED AT 1549 BEACH AVENUE ON THE SOUTH 10 FEET OF LOT 8, ALL OF LOTS 5,6 AND 7, BLOCK 62, ATLANTIC BEACH, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 6, PAGE 1 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER WITH A STRIP OF LAND LYING EASTERLY OF THE EAST LINE OF SAID BLOCK 62 AND WESTERLY OF THE EROSION CONTROL LINE ESTABLISHED IN PLAT BOOK 35 PAGES 59, 59A, AND 59B OF SAID PUBLIC RECORDS, BOUNDED ON THE NORTH BY THE EASTERLY PROLONGATION OF THE NORTHERLY LINE OF THE SOUTH 10 FEET OF SAID LOT 8 AND BOUNDED ON THE SOUTH BY THE EASTERLY PROLONGATION OF THE SOUTHERLY LINE OF SAID LOT 5. THE PROPERTY IS ZONED "RS -1". TWO STRUCTURES CURRENTLY EXIST ON THE PROPERTY, A MAIN HOUSE AND DETACHED GARAGE COTTAGE. THE EXISTING GARAGE COTTAGE IS TO REMAIN BUT TO BE RENOVATED. THE EXISTING MAIN HOUSE IS TO BE REMOVED AND REPLACED WITH A NEW ONE ALONG WITH A NEW SWIMMING POOL. ALL SETBACK REQUIREMENTS ARE TO BE MET OR EXCEEDED. THE COTTAGE ENCLOSES LESS THAN 75% OF THE HEATED AREA OF THE MAIN HOUSE AND IS SEPARATED FROM THE HEATED AREA OF THE MAIN HOUSE BY 20 FEET. THE MAXIMUM HEIGHT OF THE MAIN BUILDING IS LESS THAN 35' AS MEASURED FROM THE TOP OF ITS ROOF TO THE EXISTING AVERAGE GRADE, RECORDED AS 17.2' NAVD 1988 ON THE ATTACHED AGREEMENT NOTE LABELED AS EXHIBIT 1 ON SHEET 2.2. THE EXISTING SITE IS COVERED BY BUILDINGS, DRIVEWAYS AND WALKS THAT AMOUNT TO A TOTAL IMPERVIOUS AREA OF 5,490 SF OR 31.26% OF THE TOTAL 17,560 SF SITE. THE PROPOSED NEW COVERAGE WILL INCREASE THE IMPERVIOUS AREA TO 8,498 SF OR 48.39% OF THE PROPERTY. SEE SHEET 2.1 FOR DETAIL. NEW ONSITE STORMWATER RETENTION WILL BE PROVIDED AS REQUIRED BY GRADED SWALES. EXISTING DRAINAGE PATTERNS WILL BE OTHERWISE MAINTAINED. SEE SHEET 17 FOR CALCULATIONS. BUILDING INFORMATION: THE PROPOSED BUILDING OCCUPANCY IS SINGLE FAMILY RESIDENTIAL, GROUP R-3. THE PROPOSED CONSTRUCTION TYPE IS HERE CONSIDERED TYPE V -B WITHIN TWO STORIES THE BUILDING STRUCTURE WILL GENERALLY CONSIST OF CONVENTIONALLY FRAMED WOOD ROOF BEAMS AND RAFTERS OVER WOOD FRAMED WALLS AT THE SECOND FLOOR OVER PREFABRICATED WOOD FLOOR TRUSSES OVER 8" CONCRETE MASONRY WALLS AT THE FIRST FLOOR OVER A CONCRETE SLAB SUPPORTED BY CONCRETE GRADE BEAMS AND AUGER CAST PILINGS. SEE STRUCTURAL ENGINEERING DRAWINGS FOR STRUCTURAL DETAIL. THE HOUSE IS TO BE CONSIDERED AN ENCLOSED STRUCTURE WITH OPENING PROTECTION PROVIDED BY IMPACT RATED EXTERIOR DOORS AND WINDOWS. MAIN HOUSE BUILDING TABULATIONS: PROPOSED ENCLOSED CONDITIONED AREA: FIRST FLOOR = 3244 GSF SECOND FLOOR = 3008 GSF TOTAL= 6252 GSF PROPOSED COVERED PORCH AREA: FIRST FLOOR= 994 GSF SECOND FLOOR= 673 GSF TOTAL= 1667 GSF PROPOSED ENCLOSED UNCONDITIONED AREA: FIRST FLOOR= 463 GSF PROPOSED CONDITIONED VOLUME FOR BLOWER DOOR TEST: FIRST FLOOR NET AREA=2962 NSF X13' VERTICAL= 38,506 CFT INCLUDING FLOOR AND ATTIC CAVITY ABOVE SECOND FLOOR NET AREA=2787 NSF X9' VERTICAL= 25,083 CFT ATTIC NET CONDITIONED VOLUME= 7,400 CFT TOWER NET AREA= 170 NSFX 6' VERTICAL= 1020 CFT TOWER ATTIC= 184 CFT TOTAL CONDITIONED VOLUME= 72,193 CFT VIEW FROM EAST DRAWING INDEX: ARCHITECTURAL DRAWINGS: LANDSCAPE DRAWINGS: SHEET C= COVER SHEET L1= PLANTING PLAN SHEET 1.0= SURVEY �W SHEET 1.1= FDEP SITE PLAN OVERVIEW STRUCTURAL DRAWINGS: SHEET 1.2= FDEP SITE PLAN �¢ x SHEET 1.3= FDEP SITE SECTION AND DETAILS SHEET SO.0= GENERAL NOTES SHEET 2.0= SITE PLAN OVER SURVEY SHEET SO. 1= GENERAL NOTES SHEET 2.1= IMPERVIOUS AREA PLANS SHEET SO.2= GENERAL NOTES SHEET 2.2= SITE GRADING AND DIMENSION PLANS SHEET S1.OA= PILE LAYOUT PLAN SHEET 3.0= ATTACHED GARAGE FIRST FLOOR PLAN SHEET SLOB= SLAB DIMENSION PLAN SHEET 3.1= FIRST FLOOR PLAN SHEET S1.0= FOUNDATION PLAN SHEET 3.2= FIRST FLOOR DIMENSION PLAN SHEET S1.01= FOUNDATION DETAILS SHEET 3.3= FIRST FLOOR CEILING PLAN SHEET S1.02= FOUNDATION DETAILS SHEET 4.0= ATTACHED STUDIO SECOND FLOOR PLAN SHEET S1.03= POOL DETAILS SHEET 4.1= SECOND FLOOR PLAN SHEET S1.1= 1 ST LEVEL WALL FRAMING PLAN SHEET 4.2= SECOND FLOOR DIMENSION PLAN SHEET S1.2= 2ND LEVEL FLOOR FRAMING PLAN SHEET 4.3= SECOND FLOOR CEILING PLAN SHEET S1.3= 2ND LEVEL WALL FRAMING PLAN SHEET 5= TOWER PLANS SHEET S1.4= ROOF FRAMING PLAN SHEET 6.0= ROOF PLAN SHEET S1.5= TOWER AND CLEARSTORY PLANS SHEET 6.1= ROOF FRAMING PLAN SHEET S2.0= TYPICAL MASONRY DETAILS SHEET 7.0= CONCEPTUAL POOL DESIGN SHEET S2.1= MASONRY ELEVATIONS SHEET 7.1= GATEWAY PAVILION DESIGN SHEET S2.2= MASONRY DETAILS SHEET 8.0= RENOVATED COTTAGE PLANS SHEET S2.3= TYPICAL WOOD FRAME DETAILS SHEET 8.1= EXISTING AND RENOVATED COTTAGE ELEVATIONS SHEET S2.4= WOOD FRAMING DETAILS SHEET 8.2= EXISTING AND RENOVATED COTTAGE ELEVATIONS SHEET S2.5= WOOD FRAMING DETAILS SHEET 9= BUILDING ELEVATIONS SHEET S3.0= PAVILION PLAN AND DETAILS SHEET 10= BUILDING ELEVATIONS SHEET 11= BUILDING SECTIONS SHEET 12= BUILDING SECTIONS SHEET 13= BUILDING SECTIONS SHEET 14= BUILDING SECTIONS SHEET 15= BUILDING SECTIONS SHEET 16= BUILDING SECTIONS SHEET 17= BUILDING SECTIONS AND STORMWATER CALCS SHEET 18.0= WALL SECTIONS SHEET 18.1= WALL SECTIONS SHEET 18.2= WALL SECTIONS SHEET 18.3= WALL SECTIONS SHEET 18.4= WALL SECTIONS SHEET 18.5= WALL SECTIONS SHEET 18.6= WALL SECTIONS SHEET 18.7= WALL SECTIONS SHEET 18.8= WALL SECTIONS SHEET 18.9= WALL SECTIONS SHEET 20= AERIAL PERSPECTIVE VIEWS SHEET 21= GROUND LEVEL PERSPECTIVE VIEWS SHEET 22= INTERIOR PERSPECTIVE VIEWS SHEET 24= DOOR AND WINDOW SCHEDULES SHEET 27= SITE LIGHTING WITH FIXTURE TYPES SHEET 28= FIRST FLOOR ELECTRICAL PLAN ELECTRICAL PLAN 0 C 0 F. SHEET 29= SECOND FLOOR OFF1 ,8r Awmvdd 6j{ fti tilt Desk. f�r�1g lrtment tom► & ch, FE_ W 00 M a CA O N M N oc _ O �W � Q wa �¢ x �x W� pq W � z �� Wsxo�o Q � W CA �W Q wa �¢ x �x W� pq W � z W COVER o J 12-22-17 02-05-18 Ai 06-13-18 08-26-18 SES 41 �UPP�!;i ARCHITECfi AR -00 10382 ANGLE POINT I OPPOSITE R -46Y A 1 V F S U R Y E 1 t } THE SOUTH 10 FEET OF LOT 8, ALL OF LOTS 5, 6 AND 7, BLOCK 62, ATLANTIC BEACH, / § ACCORDING TO THE PL IT THEREOF, AS RECORDED IN PLAT BOOK 6, PAGE 1, OF THE t CURRENT PUBLIC RECORD ` OF DUVAL COUNTY, FLORIDA, TOGETHER WITH A STRIP OF LAND / } L YING EASTERL Y OF THE EAST LINE OF SAID BLOCK 62 AND WESTERL Y OF THE EROSION / CONTROL LINE ESTABLISH .D IN PLAT BOOK 35 PAGES 59, 59A, AND 598 OF SAID PUBLIC / { RECORDS, BOUNDED ON T E NOR TH B Y THE EAS TERL Y PROL ONGA TION OF THE NOR THERL Y / 1 LINE OF THE SOUTH 1 7 FEET OF SAID LOT 8 AND BOUNDED ON THE SOUTH BY THE t i EASTERL Y PR LONGA TION OF THE SOU THERL Y LINE OF SAID LOT 5. t / } t t / � t t lb�/ �} t 1 y t t / 0I 01 1 i PLAT } 16th STREET BY _---- - t I } :3 _ t Wow t - , (� t rn � `o DECKOUN h t / 01 l L CUT , - � --1- ON BULK - D / 0 t LOT + 202.59' IRON n s _ _ --- - t t y' C X11 CN7+ X21 Qd 4' Mf rAG CE i t 0 } o a - PLAT Ep T THEIII 200' PER LOT 11. O(C ET t OF LOT 1 i t 5 FE «� NORTHy t ' !" !a - H -NORTH 5 FEET CR pRI ACY FEN t 1 t } FOUNU-1/2 t 29' PPP . NO �A? cONCRE7E1 6 65.2' 33.3' to 1 0 ZI t / 1 CONCRETE DRIVE a - _ _ -- - - _-- _ IM Tgr, �` LO ,- / STUCCO p AN VINYL SIDING S O y��r�N ghs t} -I iq / h calms R SIDENCE I t fil ` I 'rn�t DNR MONUMENT y t E `. V0. 1565 t 1 72-81-18 } F" 1 t NOTES: 1. THIS IS A TOPOGRAPHIC AND BOUNDARY SURVEY. 2. BEARINGS BASED ON A CALCULATED LINE BETWEEN DEPARTMENT OF NA7TJRAL RESOURCES MONUMENT NUMBERS 72-81-A18 AND 72-81-A 19 PER THE COASTAL CONSTRUCTION CONTROL LINE (CCCL) FOR DUVAL COUNTY, FLORIDA BASED ON GPS OBSERVA77ONS 3. THE CURRENT COASTAL CONSTRUC77ON CONTROL LINE IS RECORDED IN MAP BOOK C, PAGES 72 THROUGH 72H, DUVAL COUNTY, RECORDED JULY 21, 1992. 4, MEAN HIGH WATER LINE (MHW) DETERMINED USING EXTENDED DATUM FOR 770E STA77ON 872-0291 (JACKSONVILLE BEACH, MHW = 2.10 (NAVD 1988), TIDE RANGE = 5.07'). 5. SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA STATUTES CHAPTER 161.053 (6)(02: "Seasonal high-water line" means the line farmed by the intersection of the rising shore and the elevation of 150 percent of the local mean tidal range above local mean high water. 2.10 t (1.5 X 5.07) = 9.7 (NAVD 1988) 6. COORDINATES BASED ON STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD27 PER THE RECORDED COASTAL CONSTRUCTION CONTROL LINE AND CONVERTED TO NAD 1983 DATUM USING CORPSCON 6.0.1, 7. BENCH MARK USED 1S MAG NAIL AND DISK IN WESTERN EDGE OF PAVEMENT "LB 3672" IN FRONT OF 1549 BEACH AVENUE, ELEVA 77ON = 8.86' (NAVD 1988)- a. THE EROSION CONTROL LINE AS RECORDED 1N PLAT BOOK 35, PAGES 59, 59A & 59B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA IS THE EASTERLY MOST PROPERTY UNE FOR PRIVATE LANDS IN SAID COUNTY. 9. THE OWNER OF RECORD PER THE DUVAL COUNTY PROPERTY APPRAISERS OFFICE IS CELLAR WILLIAM J 10. GPS RUN USING SPECTRA PRECISION EPOCH 50 AND TR/MBLE VRS SOFTWARE, 11. THE GENERAL PERMIT LINE SHOWN AS PER OFFICIAL RECORDS BOOK 12975, PAGE 1781 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONES "X" (AREA OUTSIDE OF THE 0.2q ANNUAL CHANCE FLOODPLAIN) AND "AO" (DEPTH 2) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP NO. 12031 C0409H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. 'NOT VALID WITHOUT THE SIGNATURE AND THE r,RIGINAL RAISED SEAL OF A FLORIDA LICENSED URVEYOR AND MAPPER." m� rb } m� m WOOD POWER G POLE k 1 BLOCK PAVERS _ �_ _ _ j=-- it y tt D 5 122.61' 9 AND y t I 4 �OSUREco �_` LIMESTONE' 1 _ 1 PLANTER 136.1 _ - - 24.5' ,1 POOL -- i t N 'EXCEPT`"' LOT 8, ' T E �4 � � s i 1 — OF } I 22.6 -r` - .I N 1 STORY STtICC ,n - PLANTER STUCCO M'A- WOOD BOARD FENCE TN PIPES f ' UND Cu SHOWER _ IRON FOUND pt2" PR I BULKHEAD q -- y TH GARAGE BEL "i ( 204.34 ' I }} h Na CAP (s.s WEST) 1 I 1 I PRIVACY • It 2,18399B,2 CDnrc THIN NOR G 530 895,`J m o IRON EASTING FOUND 1/� _ en� , PIPE, NO QiP 5 BRICK WALL 38 x 51 : 4 2. LOT _$,_,_..- - CONCRETE wn � � � % � v 1 l '� Q` FEET 9F 't"_ 13J�. '� BRICK ( ` y t BAICK WRIVE THE SOUTH- at.s' 1 t wood cn STEP i h DECK i t I 1 A CDN ;RETE S PS 15.34' F. , 1 FLAG POLE •y BENCHMARK I j PADC� LOT 7, f4.8 _ h4 MAG NAIL AND DISC ! 'A WOOD N LB 3672 ELEVATION 1 23.5' LANDIN 12.16 NA VD '88 i t 1 I 1 , ?to.1 - i l ► 1 STORY �, o P _ - 0 t } 1 «� ` FRAME N sPs covc'ED �r- ` 2 STORY FRAME `I °oi t5�3i"�` ` 1¢ xL� ;n I it n G RAGE - cowCRE1cE WALK ,av° D RESfDENCE NO. 1549 ���� 1 1 i a I 0 i k -�- \ FINISHED FLOOR= TD. ' 15.9' ONCRETE ALK x17 4 \� T 6x fi6.6 6� t 1 1 LQ ? 16G.17' 17.0' 1�----- - - _� �- l x� � i o } 12� i `^ _ �_ t2.1' ____ _ - ` ca aa,,, covcR�Q 5 _ o -'" - - 155.07' l� i l� v 61'4 3 ... 17 t m il I 155.10' 6 o t c*+ n t i I I LOT 5 19.n 1 ob t Q t� 6110 raIC: it I a ` (I I �,� 18 - x r x $.�'i V5 ' "W (F/ LD I 1 Flo? 110 ��11200.25 9 l Ow R} I I E x 18• PUMP '011)"21'W x t o '� i 9 yOL j } ` 4. WOOD eoARD FENCE kk.----'"t 11, , 2• rRaN 95 ORY FR ALAE a 1 a � _ ;�_ j EE ST \� k g m PIPE & CAP THREE H ' N (n c +, LOT 4' 146.87' a 5 _ _� ~� z o 1> I z xl N °' ' �`�A ,�7 O D O v cOa _ s_ - - JN t t �y 0avc,� 0 147.Lq 17' }, ;0 "' 23.7' 4a } IN rn 41.1' LA- } - -- 132.83' LOT 3 LOT 2 DNR MONUMENT 72-81-A19 i ANGLE POINT°N(O OPPOSITE R-47�, -'�bN ED BY: ---III FILE: 2017-1657-- IIDRAWN BY: CL D U M I M 1%,2 n I Lt INI L Q 1P 2,o 40 SCALE: 1" = 20' W CA O W �^^ H H W O H MEAN HIGH - 0,5 5 WATER UNE 2.1' x0.1 X_o.t SEASONAL HIGH 1 I WATER LINE 9.7' x 4.7 i a 14.9 140 9.6 l \ � I I p"' C) xo•4 xo.2� X_o.2 QD 7 `°x3.5 1 11 xt 1 1 A x 2 rr �� � � � � � y\ �1�1$ II i � ���•� i iI Q � i � I I �I � � � � 111a�1 oI 1 '�•� i 11 I��, 11 � � I t I I � 4 ( ' I 1�� � �1 1 4 I raj II I I I I i ��� 91 j 1 iI I 1 II I �i1I1 1 0.1 1m�o xa 1.4 x00 N` } t 1 x I I � i II � % � � � � I. � ! I , II % j � i � j �� x 2•� x�.2 I I i x 3.2 I{ l � 1 19�4 t 1 1 1 1 i lhe•� } x,3'9 �. S 10' 20' 40' MrLmmj PROPERTY SURVEY 1,80 THIS SURVEY WAS MADE FOR THE BENEFI WILLIAM CELLAR AND JOANNE CELLAR. 12-22-17 SURVEYORS, inc-.. ..1500 ROBERTS DRIVE JACKSONVILLE D.E. P, UPDATE- DECEMBER 1, 2107 POOL LOCATION AND TIES TO C.C. C.L. ADDED APRIL 26, 2016 ffllommmuu� 02-05-18 DONN W. BOATWRIGHT, P.S.M. _J AM W_ DUPRtE_111 FLORIDA LIC. SURVEYOR and MAPFI —ARCHITECT FLORIDA LIC. SURVEYING & MAPPING BUSI A.R-oo,o3t 9-11 DATE: MARCH 23, 2016111 SHEET 1 OF_1 DO M N M N a0 , U FTJ H � Q 1P 2,o 40 SCALE: 1" = 20' W CA O W �^^ H H W O H MEAN HIGH - 0,5 5 WATER UNE 2.1' x0.1 X_o.t SEASONAL HIGH 1 I WATER LINE 9.7' x 4.7 i a 14.9 140 9.6 l \ � I I p"' C) xo•4 xo.2� X_o.2 QD 7 `°x3.5 1 11 xt 1 1 A x 2 rr �� � � � � � y\ �1�1$ II i � ���•� i iI Q � i � I I �I � � � � 111a�1 oI 1 '�•� i 11 I��, 11 � � I t I I � 4 ( ' I 1�� � �1 1 4 I raj II I I I I i ��� 91 j 1 iI I 1 II I �i1I1 1 0.1 1m�o xa 1.4 x00 N` } t 1 x I I � i II � % � � � � I. � ! 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W,+17f— .Wo Q a i L LJ 4' 8' 1 0:� ENLARGED FDEP SITE PLAN WITH GRADING 1,02 12-22-17 02-05-18 r JAPES W P E �I ARMITECT AR -0010 8'? e-- l� 000 N 't � O O N .4 �:) Wry Q��WN O 4' 8' 1 0:� ENLARGED FDEP SITE PLAN WITH GRADING 1,02 12-22-17 02-05-18 r JAPES W P E �I ARMITECT AR -0010 8'? e-- l� m 214.4' FROM CCCL TO EAST EDGE END OF 4' HIGH ALUMINL 163.2' FROM CCCL TO EASTERNMOST EDGE OF STONE TERRACE — — J 155.4' FROM CCCL TO EASTERNMOST EDGE OF POOL — — — C) — — 139.4' FROM CCCL TO EASTERNMOST EDGE OF PROPOSED FIRST AND SECOND FLOOR PORCH POST — — - - 131.1" FROM CCCL TO EASTERNMOST EDgE OF PROPOSED FIRST AND SECOND FLOOR BUILDING ENCLOSURE WALL - - 125.4' FROM CCCL T EAST EDGE OF 6' HIGH WOOD BOARD FENCE 50.6' FROM CCCL TO WESTERN EDGE OF NEW HOUSE so.o'------------------------------------------------------ -- 30.0' - PICKET FENCE — — — — — — Q� , F•,{ r. _00 c� ao O W� U���O1 SOLID LINE SHOWS TOP OF PROPOSED GRADE I�••,� ��Ww� DASHED LINE SHOWS TOP OF EXISTING GRADE W W W U � sao_---------------------------_----------------------------- tx=_. ... -- a-,----- a o _ _ __ —• - - W — _/_ --F—.—�---- — — — — k w (TYPICAL) FILL QUANTITIES REQUIRED SEAWARD OF CCCL CCCL 15.0 _-- _- - __ _ _ _ __ ____.----- -1E69�z656-G-FT-196 C-Yi;S-FiLL w__ _-_ ___.__ ___ _�_ __.__ _ _ __ -- --__-___._.__—_.__- ---- - ---- : _-, ---- - — ----. --- _�_ -- -------------------------I------------ - I — — — — — — — — — — — — - � NAVD _..___- ------ -- -- — — - _ -- -_- .� _ - o.o---------__ _ _ �y- APPROX, 44 CYDS OF CUT AT YARD AREA II —�-1 -i- -- — —=— II II --- _ NAVD — — — P APPROX 136 CYDS HATCHED AREA REPRESENTS OF FILL INCLUDING 30 CYDS AT ENDS OF POOL I NAVD II II II NAVD 100 YEAR STORM WAVE CREST ELEVATION AT R-47 I ( 21 APPROX, 600 CFT OF CUT AT RETENTION AREA NOT SHOWN= 22 CYDS OF CUT FILL FOR SITE EAST SITEWORK AND UNDER POOL EXCAVATION/CUT FROM I I I I I 43 CFT EACH= 3182 CFT= 118 CYDS OF CUT 74 PILES 2 APPROX II II I I I I II II HATCHED AREA REPRESENTS 13,6SFX43' FOR I I APPROX 21 CYDS OF CUT 2 POOL 12 CYDS OF FILL 2 SOUTHEAST DEPRESSION IN I I EXCAVATION/CUT FROM PERIMETER FOOTINGS YARD NOT SHOWN FILL AT SOUTHEAST CORNER OF PROPERTY ADDITIONAL STEM WALLS AND GRADE BEAMS NOT SHOWN 2 APPROX. 144'X 4 SF=576 CFT II II PLUS ISOLATED PILE CAPS 24CFT X17= 68 CFT+ 576=644 CFT=24 CYDS OF CUT II II II II II HATCHED AREA REPRESENTS APPROX. 617 CYDS CYDS = 12 CYDS EXCAVATION/CUT FROM OF FILL D --- -- — ----------- NAVD NAVD -20.0'---------------------------------ll----�—�-- -- — --- TOTAL EXCAVATION/CUT PROPOSED= NAVD 1 TOTAL FILL REQUIRED= 765 CYDS PROPOSED SITE SECTION X NET IMPORTED FILL REQUIRED SEAWARD OF CCCL= 536 CYDS WAN ■ k w (TYPICAL) FILL QUANTITIES REQUIRED SEAWARD OF CCCL CCCL 15.0 _-- _- - __ _ _ _ __ ____.----- -1E69�z656-G-FT-196 C-Yi;S-FiLL w__ _-_ ___.__ ___ _�_ __.__ _ _ __ -- --__-___._.__—_.__- ---- - ---- : _-, ---- - — ----. --- _�_ -- -------------------------I------------ - I — — — — — — — — — — — — - � NAVD _..___- ------ -- -- — — - _ -- -_- .� _ - o.o---------__ _ _ �y- APPROX, 44 CYDS OF CUT AT YARD AREA II —�-1 -i- -- — —=— II II --- _ NAVD — — — P APPROX 136 CYDS HATCHED AREA REPRESENTS OF FILL INCLUDING 30 CYDS AT ENDS OF POOL I NAVD II II II NAVD 100 YEAR STORM WAVE CREST ELEVATION AT R-47 I ( 21 APPROX, 600 CFT OF CUT AT RETENTION AREA NOT SHOWN= 22 CYDS OF CUT FILL FOR SITE EAST SITEWORK AND UNDER POOL EXCAVATION/CUT FROM I I I I I 43 CFT EACH= 3182 CFT= 118 CYDS OF CUT 74 PILES 2 APPROX II II I I I I II II HATCHED AREA REPRESENTS 13,6SFX43' FOR I I APPROX 21 CYDS OF CUT 2 POOL 12 CYDS OF FILL 2 SOUTHEAST DEPRESSION IN I I EXCAVATION/CUT FROM PERIMETER FOOTINGS YARD NOT SHOWN FILL AT SOUTHEAST CORNER OF PROPERTY ADDITIONAL STEM WALLS AND GRADE BEAMS NOT SHOWN 2 APPROX. 144'X 4 SF=576 CFT II II PLUS ISOLATED PILE CAPS 24CFT X17= 68 CFT+ 576=644 CFT=24 CYDS OF CUT II II II II II HATCHED AREA REPRESENTS APPROX. 617 CYDS CYDS = 12 CYDS EXCAVATION/CUT FROM OF FILL D --- -- — ----------- NAVD NAVD -20.0'---------------------------------ll----�—�-- -- — --- TOTAL EXCAVATION/CUT PROPOSED= NAVD CYDS TOTAL FILL REQUIRED= 765 CYDS PROPOSED SITE SECTION X NET IMPORTED FILL REQUIRED SEAWARD OF CCCL= momt CA m } CoCEL- ML ALL cjt� CELLS... CoNcom CMU � MTROL 40t0l Nm ML ALL DETAIL, # tw • �I II IrN 11 It ...I t Wilm F �i �► ►1 c ,=, ARCHITECTURAL AS PER 00E R' RECI LJIREVEN TS Ro SIR' HAFI>I�E "�al�'�fPEd BDTTEIt P�E�I�I LINM_ MIC)", 8€ ND REAM w f 1—;�5 ciii nmuctis CENTER =f�`T1� ARCHITECTURAL FINISFi —_, RO"FOR 'INC= IN AS PER. I€}fTNER'S `--� _ 80 CLmu CELL REQ VIRW, EN T ■ I 8CML r SITE SCREEN WALL` w/ 1-0 VPICALI 24,0_c,. CENTMEQ IN CELL, FILL REINFORC CELLS SOU[ w/ CCNEREIE STANDARD 90' BED .4ND ■ 610m. LAP o►,-' %,ERnCAL REIWFCRONG 0 24'm OLC _ ADE I � ied*Ww CONCRETE F TING—, �� "�• �� � ;r � W 3^-#t CQNI1"LIDLIS AND x., Y-2" HQRIZQNTAL. 10 247 OX., TOP -ND 90TTOM. ` �" ' � , + � ' '46 ; UGHED w VE"CAL DOWEL 3'0 CLE R - 3— C:ONTINIJOU (,_EjU COURT ARD WA S E C'Tl ON' 24" HIGH REMOVABLE STAINLESS STEEL LIGHT SHIELDING SCREEN AT EASTERN HALF OF PIT WALL. SHIELD TO REMAIN IN PLACE FROM MAY 1 THROUGH OCTOBER 31. PRECAST STONE CAP WITH RECESSES TO RECEIVE POSTS ATTACHED TO LIGHT SHIELDING SCREEN, PROVIDE PLUGS TO COVER HOLES WHEN SCREEN NOT IN USE. THIN STONE VENEER OVER THIN SET MORTAR OVER 9" THICK CAST IN PLACE CONCRETE RING W/ #4 @12" EACH FACE STONE TILE THIN SET OVER �i STRUCTURAL CONCRETE SLAB cV .. NAVD '88 1=1 I I I I� -II I—I i I i I 1=1 11=1 I I I I I 1=1 11=1 i I I 1=1 11=1 I I= SECTI❑N AT EIRE PIT 1, ", Z, n„ 11—nn PLAN AT FIRE PIT EXCAVATION/CUT QUANTITIES SEAWARD OF (TYPICAL) FILL QUANTITIES REQUIRED SEAWARD OF CCCL CCCL g EXCAVATION/CUT FROM AUGERCAST PILES= 118 CYDS FILL UNDER HOUSE PAD = 617 CYDS EXCAVATION/CUT FROM SWIMMING POOL= 21 CYDS FILL FOR SITE EAST SITEWORK AND UNDER POOL EXCAVATION/CUT FROM WEST SITEWORK= 44 CYDS DECK = 136 CYDS EXCAVATION/CUT FROM PERIMETER FOOTINGS FILL AT SOUTHEAST CORNER OF PROPERTY AND GRADE BEAMS = 24 CYDS = 12 CYDS EXCAVATION/CUT FROM RETENTION SWALE= 22 CYDS TOTAL EXCAVATION/CUT PROPOSED= 229 CYDS TOTAL FILL REQUIRED= 765 CYDS NET IMPORTED FILL REQUIRED SEAWARD OF CCCL= 536 CYDS EXCAVATION NOTES: ALL SAND MATERIAL EXCAVATED FROM EXISTING SITE SHALL BE RELOCATED AND UTILIZED AS CLEAN COMPACTED FILL SEAWARD OF THE CCCL PROVIDING THE SAND QUALITY MEETS DEP REQUIREMENTS. EXTRUDED ALUMINUM C-0" O.C. TOP RAIL --ARCHITECTURAL DETAIL AS PER OWNER --1" SQUARE PICKETS ® 5" O.C. —3"' SQUARE POSTS ® 6'-0 O.C. 1"x2" BOTTOM RAIL 16 DIA. LIMERQCK BASE' COMPACTED TO A DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 1537) ,.,-STABILIZED SUBGRADE NON -PLASTIC, INORGANIC, GRANULAR SOIL COMPACTED TO A DENSITY OF AT LEAST 95% OF THE PROCTOR MAXIMUM DRY DENSITY (ASTM D 1537) 4'-0" ALUMINUM FENCE ELEVATION AT 4' TO 5' HIGH ALUMINUM FENCE W (TYPICAL) g Z w W � O � x W Q z W U � z W --ARCHITECTURAL DETAIL AS PER OWNER --1" SQUARE PICKETS ® 5" O.C. —3"' SQUARE POSTS ® 6'-0 O.C. 1"x2" BOTTOM RAIL 16 DIA. 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L / - , EL EQ I 731 -°„ p - - N1 Vp8 - -' LOW CLOSET 30- - - °o I o ORALE ____ RECESS AT ELEVATOR PIT 29 I °° `< EL =LI X 4 Ln -STAR I -- - i o \' I 10'-2" 8" 4'-10"8" 3'-10' 14'-5" �„ 4 -2 -5" - I N ENCLOSED CRAWL" ACE ABOVE LOWER LEVEL Iv SLAB BELOW WOOD FRAMED FIRST FLOOR u L L $4 L L N I 4 I L L 4 J -4' 4„ L L do -0 4'-0" A -0t 4'-0' 4'-0 0 4'-0" -0 ' 11'-4" 4'-4" 0 15'-8" jP 18'-11" CONCRETE PIERS ABOVE 16" CONCRETE STAIR ABOVEO=HSAB CMU LOW STEM WALL - u d _I N I I e N I � � I :4- 13'-7" 7' 5'-11" x 4 01 s Ln N 00co 14'1 N 00 I N 11 14'-8 " 15'-q" I I SLOPING P01 ABOVE 87'-4" I� FIRST FLOOR SHOWER SLAB 5'-2" 40'-5" 25,-� MASONRY STEM WALL AND ENCLOSURE WALL N MASONRY SUPPORT WALL ABOVE N PIERS ABOVE SLAB STEM WALL AT FRONT OF PORCH _SLAB 32,-q„ MASONRY STEM WALL AND ENCLOSURE WALL ABOVE 63'-4" 1 t' -2j" I 0 Ln MASONRY STEM WALL AND ENCLISURE WALL ABOVE co I m ■ 12'-4" 11'-8" 4'-0" 11'-0" PIERS ABOVE 8'-4" 8'-4" -6" 00 I N 00 I t- 0 co co 000 I O INC N o _ I d- I W Z 0 I w N V1 I �- W v d L N W W a/ W u U U w O -6" 00 I N 00 I t- 0 co co w 000 O INC N o U O W Z o w U V1 x W v d W� Q W W a/ W u U U w O z a W U w �wNW� w 0 Z o w U � x x v d W� W U z a W U N W S 2' 4' 8 ATTACHED GARAGE FLOOR PLAN AND FOUNDATION OUTLINE 300 12-22-17 02-05-18 1 06-13-18 08-02-18 JAM ' W DUPREE ill ARCHITECT AR -0010382 12 11 5 6 10 16 9 7 8 20 14 18 13 14 15 14 13 13 16 16 14 13 i 121 22 16 17 I WOOD WALL BRACKET AND QUARTER ROUND BLOCKS SUPPORT WOOD BEAM AND SHED ROOF D �ic) .1 g 17 1 TOPPINGLOW OW OUT AT ED FFe WITH PRECAST i 24 3 36 --- - - - - - - - - - - - - EMERG' ESCAPE / -- / �; �_ IF FIRE PIT IS NOT CONSTRUCTED INITIALLY, PROVIDE OPENING AT ❑❑ / ; ❑❑ J�❑ ❑ y \� ❑ -- SLAB FOR PLANTING AREA AND PIPING FOR FUTURE INSTALLATION _ BEACH STORAGE ' � �� — � o � I y �2— '.x � 20 4'—O" I j%i I I G ILL OUNTOERTOP❑ COUNTERTOSTONEP IF STONE I I 2 2 (,❑ I 32"AIFF 32"AFF i SHO ER -P Rel _ I 2" - - -� I I / S� u,❑� ''VE BEA jx I D _ _ I 33 4>_3>, \ I D mw 'GARAGE 01 ° I —TS + I — --� (19 ` � ,, � � � BASE CP�BINETS L,, I m 1 VENTLESS FIREPLACE I GAS STU DYIT D i El 35 Lu -0" z4 PANTRY — — —4'-1" m BATH ! I D —4'-0" _ 21 --- — ❑ L31 ui 32 y + ° -- ------ 34 35 w ❑ — ❑ 2 1-- _____ 1-- j 0 (K6) ; __ _ __ _ __ -_ . � � I I � 23 ❑ K % POOL DECK RAIN _ _.� I — — +3'-0 �'� CARRIES WATER TO DRY WELL AT - N - { ----- _ + '—o" I m C@ I $-- ❑ NORTH AND SOUTH SIDE Y RDS ❑` EL EQ ------ — ❑ p - -36- -GH -I I I fi 'u -- — 37 I 36 = _ I WAS ER DRYER ❑ 3O A -- -- VENS KIT HEN ° 7'7L_ ? I 18 29 LAUNDRYSTAIR I I - 1 E L/ - - REFR y t ° UCCt� C0 ED,1EAM, Ov ❑/� �'- D 4 - LE�I w 26� J; - - - - 4 FR. CG ❑ STORAGE G o -- - -- i❑ 3 0 �' hlI h, RAINLEADER T D DE SAB - p I i, GAS SH VES '< ❑X I —4 -�X 7 `��❑ ❑ " ,C /❑- / , i�❑ - _,,, T❑� r II �3'-0"STIBULE I PININ6HALL 2`COo - OTH FRONT O H 2 I D MASONRY PIERS POURED SOLID, ,� P. STAIR HALL —---------- -------------- i❑— -- `- �`' >%'l ] ❑ /ST, 'OCOVER E�tM;A�OVF� / --- -- - - - - - - - - - - - - - L 1 4» �'4 _ -- -- I I 2 7 El — II RAILING WITH PICKET BALUSTRADE MIN. 36" HIGH i i I I i Ii j I I i SLA 12" SQUARE CMU PILASTERS FILLED I I _--- — $-4 T Bs„ OCEAN \/ WITH CONCRETE SUPPORTING WOOD I '❑ LIVING I +NAVD2 y FRAMED AD FIRST FLOOR ROOF 16" SQUARE U PILASTERS FILLED WITH CONCRETE SUPPORTING STEEL L— — — — — PORCH TUBE STUB CO UMN PASSING THROUGH DECORATIVE WOOD FRAMED BEAM 0 SUPPORT CONCRETE EALCONY SLAB AT SECOND FLOOR i i 01 I �J I .w W I I IFRONT>>-a" 0 __-_-_ __-- _ _._ .______Gy_.___-_- R T0.&B O I 0 1 SVA +21'— 11 I ZI ACtIVELj I I A INCREASEDEPTH OF FURRIN HIS SEGMENT , I OF CMIU WALL TO ACCOMMODATE 11" DEPTH OF , ` ❑TC❑6 ❑0❑�EAw1,A� / �'- - — — — STACKING GLASS DOOR FRAME X. MASONRY PIERS POURED SOLID, TYP. 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KITCHEN 00 I g" -11 ;%v '- _ '=2 - -- � - 4 1" 13'L2" `r 4'-8 "CLR 1 o d o LAUNDRY p 7 % -8„ STAIR1 I C 6—/ 6 '�S 1 v �`L ' i k REFR - - i i j; 7 �- �- i �- -, i, r i / ' r = o DINING 1' I - UC 0 CORD 6ERtvI Ae . VEi' ', ,;' ( / /// N / / ---- — — — I _ -8 r CI I i .v TJ z ;� _ -{ 1; FR. I �Z-4 r /' STRAG G o — — — LAS SH VES�j I GLASS LVESf: I 1 C? v v I I I I » r" - v� . G - �` -' RAINLEADER TO DRAIN UNDER SLAB v �! i � WL — _ — — — 111�-4 1 r� r/ z '-o00' N yr , / n >� - - 4'-0' 5 0 4 -0 STIBULE I - - N WAT » „ I I - DININ HALL ^ I T� \-77 2 6' -3 -0 -0 N i SUPT ' 1 "' I FOR _ 11'-0" ��-4" 4'OI' 1 1 i / N To n O o I I COQ » o / -N I 2'-6 " 2'-5" 4'-9" 1 2 2 -21 i MASONRY PIERS POURED SOLID, TYP. O TH FRONT OCH _ _ i I 4 2„ 6, O„5, 6„ 1 " I I - - - - - - - - - STAIR HAL ------------ ------ — f; w ---- _ - 7R ' E� EAivl Ab E✓r, - - / k%�� I I 2'-3 » ---c::, -- 1 ' -- — --- I o I I I r ---- _3I 6'-0» I I I 1 N n 1 O 8„ 2,_8„ 8» '_0 3' » 4 -3" - -0 4 0 _ _ \ / -0 T 4'-0 -0 4' 0 1, 4» 3,_On r i i RAIL! G WITH » �I MIN. 36 HIGH 'r r I I '' I 8'-8" I In „ 22' 7 i 0 15'-8" �_ 7'- 11 -0 4 -9 2 -3 , 1 I I LJJ r 00 0 00 12" SQUARE CMU PILASTERS FILLED �' WITH CONCRETE SUPPORTING WOOD �' I o0 LIVING OCEAN FRAMED AD FIRST FLOOR ROOF 16" SQUARE CMU PILASTERS FILLED WIH CONCRETE SUPPORTING STEEL ' - TUBE STUB COLUMN PASSING THROUGH DECORATIVE WOOD FRAMED BEAM PORCH 22'-7" CLEAR TO SUPPORT CONCRETE BALCONY SLAB AT SECOND FLOOR 7'-0" I -8" 4" I M. > a -- -- -- - --- - ------ - --. __-_- wl r Y s z 1 I o - ---_E_OYER_ ---- �� ---- ------ -- - — -- --- -- -- --- - _ - o , I I �o _ ---- I I I I r �f/ i _ _.___ �..R _R -C -H- I LO o WI - II N I I I ZI I I /; j /�;'/ ,, , 1, 4„I 5,-71n 2'-O Ac IVE I !, I I 11 �; / i .i r O N E T i ' �, INCREASE DEPTH OF FURRING AT THIS SEGMENT,�T' T�-rr- =I / i / i // ' / --- �� cc oVE ;;SLA A7� I I ;i / F'; rt� i TERRACE OF CI U WALL TO ACCOMMODATE 11' DEPTH OF , t / - -Z �.. STACKING GLASS DOOR FRAMECOY) o I I n 71_0„ MASONRY PIERS POURED SOLID, TYP. - » 3'-0” 2'-0" 5'-9" 2'- 7'-0" 8 8 » I 3'-4" 3'-0" 3'-2" o I z 4 -0 7 -0 4-01 „ » I 11Ln Lo' 2' 2'- 1" RAINLEAD R TO DRAIN UNDER SLAB"' 7— �< _ GAS FI EPL Y NEE — — — — — — — — -7 �� — C / j `4 �, N o r" n �1 LC�O�C�O E D/�EAI ,�.:. x r vv v - I ! I i I x�� LJ FT U-) 1 11 , n — — — — — » \ �, 6' 11" z 6 -1 7 -4 7 - 5 2 - 11 g'-2» 14'-g2„ 4'-2Z \6 co N I HIS i _»,'_" 9„ruvyurN, 4,1 - I HER I MASTER co I I N ❑ _ x LOSE I CLOSET I MASTER PORCH ; \ \\ 6p ; ,% i i BEDROOM \ » , i I _ °° \ AST � - I � I I ATH /� I I LN Y i I N o N 00 00 PORCH 150 W OCEAN N �--� QIP O UOw�� N r TCO w� (�+ v��o� W � Q rTj H w Q W 00 00 tz 00 N` - --- M -- - - - 2 -O„- M S owtR I -.._ ---- ---------- _ --- -- - _ 4 3 - - �-- __________ ' I P OL DEC CARRIES WATER TO Df Y \ ”' S'_8' -0 '-0' 2'-6" 3'-8" WELLS AT NORTH Al'D \ r /I 1 SO TH SIDE YARI S 3'-6" 12'-4" co i 6'-0" I I 'ID o C 6 7„ 60'r\\c�Io I - 10'-2" \\ 10'-2 v lco(I MAS �R HALL I ,; - i i -o 0 N � — — — I-,," 1-0 po OF N ; N - ice--��-X' / // %' �.� 6' O,1 o I C114 x 3244 CC FIR❑T FLOORo CD � 2962 NSF FIRST FLOOR � 10'-10" X 13'= 30)506 CC CT 3'-4" 3'-0" 3'-0" F-R❑❑T PORCH 150 W OCEAN N �--� QIP O UOw�� N TCO w� (�+ v��o� W � Q rTj H w Q W w W U U o W W�1 H Q��WN �Qw 4 o 00 o H l tz 00 N` - --- M -- - - - 2 -O„- M S owtR I -.._ ---- ---------- _ --- -- - _ 4 3 - - �-- __________ ' I P OL DEC CARRIES WATER TO Df Y \ ”' S'_8' -0 '-0' 2'-6" 3'-8" WELLS AT NORTH Al'D \ r /I 1 SO TH SIDE YARI S 3'-6" 12'-4" co i 6'-0" I I 'ID o C 6 7„ 60'r\\c�Io I - 10'-2" \\ 10'-2 v lco(I MAS �R HALL I ,; - i i -o 0 N � — — — I-,," 1-0 po OF N ; N - ice--��-X' / // %' �.� 6' O,1 o I C114 x 3244 CC FIR❑T FLOORo CD � 2962 NSF FIRST FLOOR � 10'-10" X 13'= 30)506 CC CT 3'-4" 3'-0" 3'-0" F-R❑❑T PORCH 150 W OCEAN V 1 PORCH TCO CC 0 W � Q H W 0 H r 00 o 00 o H l W tz 00 N` - --- M -- - - - 2 -O„- M S owtR I -.._ ---- ---------- _ --- -- - _ 4 3 - - �-- __________ ' I P OL DEC CARRIES WATER TO Df Y \ ”' S'_8' -0 '-0' 2'-6" 3'-8" WELLS AT NORTH Al'D \ r /I 1 SO TH SIDE YARI S 3'-6" 12'-4" co i 6'-0" I I 'ID o C 6 7„ 60'r\\c�Io I - 10'-2" \\ 10'-2 v lco(I MAS �R HALL I ,; - i i -o 0 N � — — — I-,," 1-0 po OF N ; N - ice--��-X' / // %' �.� 6' O,1 o I C114 x 3244 CC FIR❑T FLOORo CD � 2962 NSF FIRST FLOOR � 10'-10" X 13'= 30)506 CC CT 3'-4" 3'-0" 3'-0" F-R❑❑T PORCH 150 ❑❑P OCEAN PORCH TCO CC HVAC z 3'-0" 2'-6» 3'- » 2'-6" 3'-0" Ropo[ ! I 15'-4" 1'-7" 16'-p„ 34'-0" 63'-4" 71'-81, 3'-0" 95'-6" • 3'-0" I 2'-7" 81-4 11 m 10'-2" 23'-10" 7'-8„ FIRST FLOOR DIMENSION PLAN 302 12-22-17 02-05- 02-22-18 �06-13-118 08-06-18 JAME ' W DUPREE III ARCHITECT AR -0010382 ��e-- " r--� 0 EL EQ F------- ----- I °i LAUNDRY 6'-6 3/4" STORAGE 1111111� • i --- —� STIBVLE I I I :D BATH m E_- Iu I � , x±11' -o" STAIR HALL BEACH STORAGE IF�l L — I❑ I wy �/❑ Z °'-0" HIGH FLAT CEILING 10" I I DINING VAULTED +10'-8 3/4" I PANTRY �I ------I L ----- KITCHENo„ STUDY $+1 1 ,-0" I I DINING HALL I I of I �+11_'-0" I I 0 '-0" II II o SII x+11'-5 3/4„ Ln fol I + 1+ N Ln II SII P I FRONT +iPORCH I 4�,-5 3/4" N II o II �I �I M I -0 1 -5 3/4" L In PI N. i l +10'-4" I OD HIS 71 F-1 CLOSET +10 -4 MASTER y BATH SHOWER I I —o" +� 0 -0" ,; 1 4, 0�-411 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i -0„ +1 �'-o" 0 I I i LIVIN _ L— I I � I FOYER o� I + i -0" HVAC oll I � I _I �I I II I 1► i MASTER HALL I 4>, I I HER CLOSET i I I I I I i I I -0 � 1'—o„ -4„ MASTER BEDROOM GRILL $+11'-8" i -0+- '-8" ,0�+11'-8" OCEAN PORCH -0 9± -0„ 11'-8" MASTER PORCH 0 STONE TERRACE 000 M�1019 O N M I- Q I I DINING HALL I I of I �+11_'-0" I I 0 '-0" II II o SII x+11'-5 3/4„ Ln fol I + 1+ N Ln II SII P I FRONT +iPORCH I 4�,-5 3/4" N II o II �I �I M I -0 1 -5 3/4" L In PI N. i l +10'-4" I OD HIS 71 F-1 CLOSET +10 -4 MASTER y BATH SHOWER I I —o" +� 0 -0" ,; 1 4, 0�-411 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i -0„ +1 �'-o" 0 I I i LIVIN _ L— I I � I FOYER o� I + i -0" HVAC oll I � I _I �I I II I 1► i MASTER HALL I 4>, I I HER CLOSET i I I I I I i I I -0 � 1'—o„ -4„ MASTER BEDROOM GRILL $+11'-8" i -0+- '-8" ,0�+11'-8" OCEAN PORCH -0 9± -0„ 11'-8" MASTER PORCH 0 STONE TERRACE W 000 O N M 00 Q W O a �W � x x U d W� Q WwWp�..,Ucv W c o z a a u W W Wei QQ�WN W o W Q W O a � x x U d W� pq W � z W L� FIRST FLOOR CEILING PLAN 12-22-17 02-05-18 Al 06-13-18 08-06-18 DU , E III ARCHITECT AR00110382 34'-7" 25'-8" 8'-11 7'-4" 3'-0" ,-0" 3,-0„ -0„ 3,-0" 7'-4» 84 <82 x JK ixCDx N N SLOPED CEILINGCPA81 0 Cl 8J N 1'_3' 6'-0" 1'-8» i „ o CABS I 8t 79 \, 24'-4" N - i I -. c14 — — — — WALL OF LAUNDRY ROOM BELOW RISES FLAT C (LINGp STUDIO THROUGH STUDIO TO SUPPORT LOFT -�-f--- i ; 86 0" 67 LANDING _ 1 SLOPED CEILING 8 M-1 o 1 4,_0„ 1„ 4'-2 CV I ' f- 00 4'-4» 3'-7" 8'-5» 3'-1' 3'-1 1�4" SHLVS`oL CONCRETE M ABOVE o COUNTERTOP �' X L0 CLOSET 68 RAILING WALL _ _- I �< \ - c 69 I --- 88 LOFT i E - V &T -Aa R 7 / V I 1k I I SLOPED CEILING MEC ' - - - - �- -a 9091 92 o „ 5'-9" 2 -8» '-2 2 -8„ -2 2'-8„ 4'- 1 [1/ 1 14'-5” 0 i 0 N N W \ E S 2' 4' 8' ATTACHED STUDIO SECOND FLOOR PLAN 400 12-22-17 02-05-18 1 06-13-18 08-02-18 JAMES 1 DUPREE III ARCHITECT AR0102, N M � � � � N O d- �o WEE-+QN O W EnrTJ O W W W U Imo, tiwNWpx..� N W \ E S 2' 4' 8' ATTACHED STUDIO SECOND FLOOR PLAN 400 12-22-17 02-05-18 1 06-13-18 08-02-18 JAMES 1 DUPREE III ARCHITECT AR0102, 20 4(12 18 11 5 6 10 16 16 14 d 16 14 13 13 14 V 15 0 SPP CA S cn STUDIO wco ca --6---°---------- --- +28 -2 3/4 I 77 � I✓ F — --- --SHLVS —� 3'-4 3/4" — — — G0 4Pl:PE-R— ,ET LOFT 69 R _O 3 4 3/4" MEC ELEV 51 \ STUDIO L k N D I N3-7 -6 -6" -8 3/D OWE 64 WOOD RAIL WITH PIQKET BALUSTRADE ITYP. mKqm HALL 74 — — — — CLOS T 5 13 I°I 4 cl lob I ° I;Q` WEST--- - CTIVE °1 _6 l 0, l BALCO Y _4"I °I o�— CLEARSORY o l o i ABOVE I I °1 402 ° to I° i° I Gd 22 9 17 7 14 13 msp,_•• FAM I L m = W N TH BALCONY I I I I i I I I I 1 I I D s8 I I ±011 I I I $+34 -8 3/4" 1 i I RECESS AT SHOWER FL00 p WOOD RAIL WIT PICKET I BALUST ADE TYP.I 57 I JUL M CH. -- D I— 6 L —------------ 5�— I ,I - tDD 63 i LOSET 2[](-)BATH 66 2 I I D D N 1 0�4 I BAR N REF BEDROOM 2 ry D U-1 I I p 43 J II 53 EDROOM 5 rrQ I I � V z Lu z J J BATH 4 D ❑ 45 D- w z /°1 //-`1 TH 3 _ 47 EDROOM 4 D 48 CLOSET 3 L eD I 46 CLOSET 4 --- EMERGE P 55 ' '/° � 56 1:1 D --- — -- i- 49 _-j 3 WOOD RAIL WIT PICKET 1 BALUSTF ADE TYP.I I I I RECESS AT SHOWER FLOOR 0 BEDROOM 3 °1 1 59 I i I —6" 1 1 I I I I I I to' �SOUTFII 71 BALCONY F--- ---- 58 PVC COVERED WOOD FRAMED PIER SURROUNDING 6X6 STRUCTURAL WOOD POST AT CORNER F4 4 V 1 12 0 3 Q 12 r�l � W O 15 V 15 m � � H LOW WOOD FRAMED WALL COVERED AT SIDES WITH SHIPLAP SIDING AND CAPPED WITH PRECAST 2 11 HIGH TAPERED CLEARSTORY WALLS EXTERIOR CLAD IN SHIPLAP SIDING 17 N 16 i W �� E S 2' 4' 8 PVC COVERED WOOD FRAMED POST SURROUNDING 6X6 STRUCTURAL WOOD POST TYPICAL PVC COVERED WOOD FRAMED PIER SURROUNDING 6X6 STRUCTURAL WOOD POST AT CORNER 1 11 PAINTED MAHOGANY WOOD RAIL SYSTEM WITH SHOP CUT PVC SECOND FLOOR PLAN 4.1 12-22-17 02-05-18 02-22-18 �� 06-13-18 08-06-18 DQPREE III RCHIT.ECT AR 1/ l� M N o? _ QIo UoW�� 4 w Q w W W U u p PVC COVERED WOOD FRAMED PIER SURROUNDING 6X6 STRUCTURAL WOOD POST AT CORNER F4 4 V 1 12 0 3 Q 12 r�l � W O 15 V 15 m � � H LOW WOOD FRAMED WALL COVERED AT SIDES WITH SHIPLAP SIDING AND CAPPED WITH PRECAST 2 11 HIGH TAPERED CLEARSTORY WALLS EXTERIOR CLAD IN SHIPLAP SIDING 17 N 16 i W �� E S 2' 4' 8 PVC COVERED WOOD FRAMED POST SURROUNDING 6X6 STRUCTURAL WOOD POST TYPICAL PVC COVERED WOOD FRAMED PIER SURROUNDING 6X6 STRUCTURAL WOOD POST AT CORNER 1 11 PAINTED MAHOGANY WOOD RAIL SYSTEM WITH SHOP CUT PVC SECOND FLOOR PLAN 4.1 12-22-17 02-05-18 02-22-18 �� 06-13-18 08-06-18 DQPREE III RCHIT.ECT AR 1/ l� -0" 23'-7j„ 26' 25'-q„ 12'-4" 1' 4" 14'-81 2'-7" 3'-0„ 7" 3,-0" 7,-q» 3'-0" 7" 3'-0" 2'-7" - 7'-4" 3'-0" -0" 3'-0" -0" 3'-0" 7'-4" 8'-11" 11-8 xLuti,CD ------ i N °° N O 24'-4" CN ' q-- ----- I 1 L — !"------- -3'-6" I' CA S N, BALCONY NORTH - 4'-1 w m N IF vA STUDIO (B4Q mU p is — 6'-6" I ---- N „i ----+28x2 374 ------ c I u II i 11 -0 °O PVC COVERED WOOD FRAMED PIER I I STUDIO C> I I LANDING II I I SURROUNDING 6X6 STRUCTURAL WOOD POST AT CORNER co I I 1 li N>t II' I °° I I `� Co 1 4'-40-2" I1» 1 n ll�I 1 1 II N `o 3'-7" 8'-5" 3'-0" 5-7 6'- 6 — — — - " N - - 3,_4 3/4' `n SHLVS 6 u FAMILY ' -8 3/4" I I ��� o I —� — T€R� °° y I 6r 8 r, 4r_ „ 4,_101" 4,-1„ 4,_8„ o %{ COUNTERTOP I 2'_0 - _ - i - �� II = 2 -0 4 0 OOD RAIL WITH PIC ETI � N x _i X Ilr RECESS AT SH WER FLOOR BALUSTRADE P.I 1 CL SET RAILING WALL c11 11 II 8„ 1 "' LOFToo 2'-3j 3 - 7" 3'-0" 7" 3'_0" 2,_3" II � SHOWER/ — — — — — — - - ' I -� � — ----- ----- -6'-6" N -3'-4 3 4" j „I o TAR $-- / MECH — — — — i� f 1 N , i, 1 _ _ C14— 34 � y 1co I I CLOS T 2_ I 1 Ln o To ERN ,� x HALL o I " 5'—q" OBATH 2 r I B 00 I ' AB VE �' 7'-f' 4'- I 8'-3" 8'- " 6'-0" 1 „ 11 1 Lo C- _ I _ — 1 CLOSET 5 I BAR I 12'-4" 2j' 1j -- --= — N REFR. N I I = 5'-9" 3'-10" 2' -8"p' -2',2'-g^ _1" 4' 6 -0 4$- ° I 4 TUBULAR KT IGHTS BEDROOM 2 I �' - III ° I N II I O co III°� 11 II o III o i 1,_Orr T_3" _d M co LOW WOOD FRAMED WALL COVERED B E D R O O 5 Q AT SIDES WITH SHIPLAP SIDING AND CAPPED WITH PRECAST WEST ' 0 1 ,ncrlvE I I 13'-4° I BALCO x s O _ - o f x 00 oO o o I CD I gyp' �o I I "' �' HIGH TAPERED CLEARSTORY WALLS co ° 1 �-- N N ° 1 CLEARSORY7, TF7 I off" 11'-7" 10 = EXTERIOR CLAD IN SHIPLAP SIDING II I ABOVE — —-------- II EIS x 2'-10" x x 1 2,_Or, 31 C —I — — — x - u w — — — x WOOD RAIL WITH PICKET BALUSTRADE TYP. J ° I `—f' Al `D " U x ° I BATH 5 4,-'� 1z3' 3'-8 x N III ° o 1 III o it " 5,_1„ 1 7>r "' 6-81 `„ -- III o BATH r r 4» - III ° - it- — 7„ 5, 4 -f - I x-------- N --- 71131 L —g-- SOWER 3 OOD RAIL WITH PICKET 4 -0 8 - ® _ 4'-4" 4'-0" BALUSTRADE TYP.1 PVC COVERED WOOD FRAMED POST i I x SURROUNDING 6X6 STRUCTURAL � I i RECESS AT SHOWER FLOOR I I WOOD POST TYPICAL x1 i BEDROOM 4 BEDROOM 3 PVC COVERED WOOD FRAMED PIER N I 76' SURROUNDING 6X6 STRUCTURAL I x x = :-,, WOOD POST AT CORNER 11 I I I c° cn N N "co 2'-0" I. I I i I 8r_4„ I � c0 11 ' ro CL SET 3 p c N to' -4 SOUTH PAINTED ---� GANY x I > > 5'_ 16'-71" I;,; ALCONY I SYSTEM WITH OSHOP CUT PVC IL 13 -4 PICKET BALUSTERS TYPICAL N 1 I ' i CLOSET 4CD L I 1 N z m 7'_8n YYLRLR 2 -$„ 4 _1" $» 6 9'_7» 2'-4" 2'-8" 3'-6" 2'_g" 1'_5„ 2,_6„ 2,-0„ 2,-61„ 1' 2r-8„ 6'-8" 8,_oi" 12'-71" 7'-1" 16'-7j" 8'_61" 2 14'-5" 0'-2" 36,_q„ 44'-8j" 87'-4" W M a N M N zt ~ N Q z �W O U� x �x W� pq W � z Q Wp!o�o W W W Q z �W o U� x �x W� pq W � z Q W N W` ;E S 2' 4' 8' SECOND FLOOR DIMENSION PLAN 402 12-22-17 02-05-18 02-22-18 i� 06-13-18 08-06-18 j4MES DUPREE III �R(1HIfiECI AR -001038,;,% 7 1/4 STUDIO SLOPED — — — — — — — — — - FLAT $+6-6 CD i I co " SH LVS -- ----- 11T€R— COUNTERTOP I LOFT SLOPED SLOPED I TAR MECH 1 +3'-7 1/4" O. CABSy V) Lu m j mU STUDIO SOPED I LANDING sLOPED MECH. FAMILY -0 SHOWER — —-t/7 — — — — — — — r TOWER HALL i i CLOSET 2 00BATH 2 ABOVE VAULTED I Ig -0" +14'-3 1 /2" I I — — — — — ` n +8'-8" -0' +g'- CLOSET s I BAR I i _ I I REF . — Z-0 III � II I I BEDROOM 2 ry -�--6�� I J II 91, BEDROOM BEDROOM 5 Q I I WEST I I = BALQQ Y I I 4 TUBULAR SKTLIGHTS -0' I I I I I II II j CLEARSORY - 1 ABOVE CC)Ll I I f E IIIU ' ep ' i - '. III +9 -6" TH 3 o I BATH 5 III _ I 00 III / 0 BATH C IljII `� 4 IIS I`U.- II -------- II �� — ----- EL SHOWER i 30.5 4" FOLD DDER A ESS - I 0 BEDROOM 4 N BEDROOM 3 II I I u 1 I II �I IF / I-0 I II ' CLOSET 3 II -- W N o0 110 NN O o0 cq INC Q W O � x W� p� W as z QTto W Wp�o�o W W Q W O � x W� p� W as z W /N W' E s 2' 4' 8 SECOND FLOOR CEILIN PLAN 4.3 ,2-22-,7 02-05-18 06-13-18 08-06-18 JAMES WPP\EE .Ill , RCITECT ARI- 001� WIN F N— 00 I N 0 ,I ❑NCCSC C❑CITI❑❑C ARA = 170 NSF X 6'=1020 C❑CT ATTIC VOLUME- 104 CULT T❑TAA VOLUME== 1204 CULT! 14'-5„ � N "o I 1 00 I N PLATFORM AT TOP OF ELEVATOR N I N WOOD TRIM ALL AROUND AT TOP OF ELEVATOR JUST BELOW WINDOWS 18 16 " 2 - 2j„ 2'-8" -0" 2'-8" -0" -8" 2' -2 1 <8>97 98 A 4' �21" 78 FIXED LOUVERED SHUTTERS 6'-0" 0 I 00 0 0 00 0 I 00 c a 0 0 Ic T 2: LY 11 Y 5 4 13 14 1 4'-24" 6 13 2X6 STUD WALLS SHELF OVER THICKER WALL BELOW 4 ,C_1 99 -I CENTRAL INTERIOR LIGHT FIXTURE lZ C"i TO BE SELECTED SUSPENDED �- BELOW FLAT WOOD CEILING CUT IN DIAMOND PATTERN PORCH 2X6 STUD 15 2 11 30 POUND CENTRAL EXTERIOR LANTERN LIGHT FIXTURE SUSPENDED BELOW FLAT WOOD CEILING W 00 N o0 0 � W� u���Co o w U � x W� pq W �a z W o�o U w �w oar za W 0 � Q z o w U � x W� pq W �a z W U N E r S 2' 4$ 8 TOWER PLANS 5 12-22-17 02-05-18 JA W PUlPREE 41 ARC IPLCT AR -00-1082, r' --Lr llc 141 oNo 21 22 16 8 20 12 13 11 56 10 16 9 17 16 14 1- 14 13 13 14 15 14 13 13 W ROOF BELOW O o �W �Www�C 5'-0' �� WZW"�'c•1 \ ZL N Lo cr------- -- -- •'' --- ' N zT,K,``- N - --- -- 2-1 \i ROC F BELOW 4+3'77 1,/4" N I tiC) O pO O _. MET L ROOF IJELOW 2 -1" ° N I ---- +9-0 I ROOFLOV I----- 1 �- — I - - 1 I co1 I ----- —N ----l---- I--- ------ ----- --- r� I I I I 11') I _ 2- I SLOPED ' 1 I - -----------5/12 5/12 _- CV I i - ------ ROOF BELOW ---I-------------- ---- iPVC FRAMED 04 SLOPED I SLOPE I I I 15 13 SURROUNDINDG 6X06 DSTRUCTURALER oI 2.5/12 RICKET i I N ¢ I 1 i I I WOOD POST AT CORNER L4 LAT \ 6/100 % I I 12 r ROOF BELOW I i' I f WOOD,ZAILWITdPICKET � � � RE S SHOWER -FLOOR % — _ / BALUST A L E / — /--- 1-- 6AP-E--- / lF C) 145/12 i�/h� 2�1- 15 (� 15 ' +8' 8" I __ �� N / -- --44 ,tA +g` 0' / /� I I // i ' U OF BE W / — I --- -- ----- - o I,I RO F BELTW r ' �' j / i 1 ' I j' 1 / ///3/12/ ; / / GUTTER AT FlRST FLOOR ROOF E -I / / / r� MAJOR SECOND FLOOR ROOF FRAMIN TO BEAR ON THIS WA RAFTERS OVER HALL TO BE i� i' j /i I I I ; j" / I / / i LOW WOOD FRAMED WALL COVERED 2X8 TO MAXIMIZE CEILING HEIGHT UNDE PEAKED VAULT. 2X6 0 TLOOKERS STILL SISTERED TO / N ' i ;! / J „ ; �.,/ / / +9'�0" � �-I ,�/ :i %/ I' %� /i j/ AT SIDES WITH SHIPLAP SIDING AND 2X8'S AN DROPPED 4 TO ACCOM ODATE 1X SOFFIT THICKN S. — — , ' r I $�` / j i%i I / j _ CAPPED WITH PRECAST / ' I //'3/12 '' ROOF W 04 a I W 4/TUBULAR Kf IGHTS 2 i i' I ( 11 u HIGH TAPERED CLEARSTORY WALLS Ni; I % j:' j' '" ; ' j' _ I j EXTERIOR CLAD IN SHIPLAP SIDING SII I / r H ,' i �i I It ' WOOD RAIL WITH PI KET i 0 ' �� / /� 17 N BALUSTRADE TYP.10+-T- 6 16 —;� HATCHED AREA SHOWS 1310 SF OF i + l �r / _ ROOF AREA DRAINING TO DRYWELLS I i PER IM ATOP MASONRY UE r— I W E i' SURF,N ✓ BY ,2X6 FRAMEjC(i MNEY ij II� I / I LZ —/4— I�;�j --7 -- -- TUBULAR S GHTS L �/ j / 3 2 O DE i 2' 4' W [� 'RAIL WIT r LUST, TYP. � 8� i / .d /j, A i / 2 PVC COVERED WOOD FRAMED POST B / i CRICIKET BE SURROUNDING 6X6 STRUCTURAL HATCHED AREA SHOWS 1610 SF OF / ' j �� ' I / '� � � �� '� / / / ii j� %/ � /, ( �/ I �� �i I /; WOOD POST TYPICAL AREA DRAINING TO COURT AND j ' /� / / / 30.5 " FOLD DDER A CES - � � b � ,i � �f�ECESS AT/SHOWER FL�R STORMWATER RETENTION SWALE. / PVC COVERED WOOD FRAMED PIER /N 9'-0" '' - � %-0" i/ I I SURROUNDING 6X6 STRUCTURAL WOOD POST AT CORNER 2 i" \i ROOCONCEPTUAL F LOW i - -- i U�l / ROOFPLAN LAN 0" 2'-1' AIR HANDLER AT Am.,_ _e - I NI -- I t,f 1 11,111711 I 5, I I I PAINTED MAHOGANY WOOD RAIL I +10' " 1 2' SYSTEM WITH SHOP CUT PVC 6,00 - I 1$-- I PICKET BALUSTERS TYPICAL I I 1 I 12-22-17 - -- - - - - _ --- _- r - _- , , - - - - I I-- ------ -1------ -- ------ I� N , 02-05-18 I _ �j 1 07-01-18 08-06-18 i mini JAMES W DUPREE III ARCHITECT AR -0010382 0 O w co0 O w —O" n 6/14_ 21 22 7 16 8 20 12 18 11 5 6 10 16 9 17 13 16 14 16 14 13 13 14 15 14 13 \ N I I Ito eli "'------- -- -- — , r r 2'-1 04 T.V %���. �� — -- ON RO _ I l „vvv 1 // F BELOW\ ull II II �► II II II $+3t7 I II II II II II II II it II II I . 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ATOP MASON _ -JIlIIIItIIIIII IiII IIII I tI_ —.- N BY 2x6 FRAME ; IL I_- - — IStIIl1I- I 1I — IiIlIIllIII1ISI_l II �Il f1� � I I� - -- I-- -/_�� I1 1 UZELA +9 UE 114 NIIIWO D �IL WIT IPICKETII I 3 LUST A TYP. 2 11 II L -jI 11 �RIC&1BE 30_5FOLD DDEACs sTaII II =-=_ I1 11 11014 77- 4 L N +9'-0" C= M OF BE40W IILO NI " AIR HANDLER AT ATTIC 2-1 I I�� I1041 ____--- _II !— 1 II# I I ,- _-C u') II II 10 ll II 2 I o„ _ -_ -__-_- --_- 4 L _ - / IF 11 II :-04 / -- -- - 1 _ c I �I I II II II f II� - II - II II II Il II II „� I-•� l I I I I MM_ �f II I' II i II II II I II it II II II II II II // _ fi U u PVC COVERED WOOD FRAMED PIER SURROUNDING 6X6 STRUCTURAL WOOD POST AT CORNER 0 ON 3 12 15 15 LOW WOOD FRAMED WALL COVERED AT SIDES WITH SHIPLAP SIDING AND CAPPED WITH PRECAST 2 11 HIGH TAPERED CLEARSTORY WALLS EXTERIOR CLAD IN SHIPLAP SIDING 17 16)r PVC COVERED WOOD FRAMED POST SURROUNDING 6X6 STRUCTURAL WOOD POST TYPICAL PVC COVERED WOOD FRAMED PIER SURROUNDING 6X6 STRUCTURAL WOOD POST AT CORNER 1 11 PAINTED MAHOGANY WOOD RAIL SYSTEM WITH SHOP CUT PVC PICKET BALUSTERS TYPICAL W N d0 W W u O 0 a �W �D � P�Www�C zN x v Q W QU, W W u��o v � �✓W �aF„{W QQ�WN Wil W U W W Q W O a � x x v Q W W v � z W U 2' 4' 8' CONCEPTUAL ROOF FRAMING PLAN 6,91 12-22-17 02-05-18 08-02-18 PAII_� JAMES W DUPREE III ARCHITECT A�0 10z 2�� GENERAL NOTE: ALL LIGHT FIXTURES TO `')TRUCTURAL CONCRETE BE LED AS APPROVED BY FLORIDA WALLS ARE 12" THICK. WILDLIFE COMMISSION FOR AREAS COPING EXTENDS 2" EACH ADJACENT TO POTENTIAL SEA TURTLE SIDE WITH 16" WIDTH NESTING F E 3'-6„ 1 ,_4„ 12'-2" 1� +21,_3„ o flit UNDERWATER CN POOL LIGHT POOL DRAIN AT CENTER OF LOWER POOL RECESSED LINEAR POOL DRAIN ol ^L i'- i orn i , —4 0 0011 i+ + + FACE OF COPING / FACE OF CONCRETE`m�/' 9+f " UNDERWATER POOL LIGHTS / ,� 00 / ' LTJ N jg Ir/ Ini N POOL DRAIN AT CENTER OF SPA r 9 0 I All. UNDERWATER POOL LIGHT ,,2 N , 3'-6„ -4- 00 i 00 00 I PLAN SECTI❑N STONE TERRACE UNDERWATER \DRAIN AT SPA POOL LIGHTS SECTI❑N _ -- HIGHEST EDGE OF SLOPED TOP OF SPA SUN SHELF POOL DECK POOL LIGHT WALL @1/4" ABOVE WATER LEVEL WATER LEVEL TOE LEDGE STONE TERRACE , SP o o —� ��, q -� �T��� N POOL STEPS +21'-3" STONE TERRACE CONCEPTUAL SWIMMING POOL DESIGN 7,*0 12-22-17 02-05-18 JA ES W DUPREE iii ARCHITECT A�QJF' i 00 M N N� M 00 �o W`OF-+QN O W� ��v1p� 4 Q W W W U SECTI❑N STONE TERRACE UNDERWATER \DRAIN AT SPA POOL LIGHTS SECTI❑N _ -- HIGHEST EDGE OF SLOPED TOP OF SPA SUN SHELF POOL DECK POOL LIGHT WALL @1/4" ABOVE WATER LEVEL WATER LEVEL TOE LEDGE STONE TERRACE , SP o o —� ��, q -� �T��� N POOL STEPS +21'-3" STONE TERRACE CONCEPTUAL SWIMMING POOL DESIGN 7,*0 12-22-17 02-05-18 JA ES W DUPREE iii ARCHITECT A�QJF' i 71-4 11 00 I GATEWAY PAVI L.1 0 N GP4 GP5 1 l'-4" 2" I 12" 5-8„ CMU WALL coi "I --- CMU WALL GP3 MASONRY PLAN 9'-4" 11'-4T» .7" l'-421" . V-4» , l'-4" j l'-42» 7„ 1'-0 L4T 1'-21)" 6'-52" 8'- 1011, 2 6'-0" 00 Lio! o� co � SECTION____ GP2 SECTION GRAY PAINTED ALUMINUM GUTTER OPEN ENDED ��, WESTERN RED rEDAR ROOF SHINGLES 7'-4„ 6'-0" 5'-8» CMU WALL I GP3 GP2 12" 12" 12' 2_8" �CO rr- GP1 1' 4" 4'-8" 1'-4' 11 GP4 GP5 BEAM FR --AM 6X6 BLOCKS BETWEEN JOISTS OVER POSTS OSECTION CMU WALL ING PLAN GRAY PAINTED PT SYP 6X8 BEAM 2'-84" 8' 0" 2'-84„ 2 5 » 2'-6" 6 GRAY PAINTED P SYP 6XIO B MS d�4 �Ln 52" GRAY PAINTED PT SYP 6X6 POSTS, BEAMS AND BRACES PRECAST CONCRETE 3'-2" WHITE PAINTED STUCCO OVER CAPS CMU PIERS 6" 1'-4" WHITE PAINTED STUCCO STAINED MAHOGANY VENEER OVER CMU WALLS GATES WITH STAINLESS STEEL CD CAP FLASHING AT TOP AND 6' 8" VIEWPOINTS WEST ELEVATION SOUTH I ELEVATION EAST ELEVATION 1 GP4 SECTION A 2X6 T&G SYP DECKING OVER 2X6 PT SYP RAFTERS ALL PAINTED DARK BROWN 1 L V! t--� Z Z 8' 1' 1512 2 3, 62» 2„ 3' 62» X52»k N I N 8 -SECTION— PLAN NORTH ELEVATION w 8' 1' 2' 4' o 0 N �Q �z 0 w w w w w Z M con � � W H � 0 W W cn w 8' 1' 2' 4' 0 �Q �z o w c� d M W H � W N W E S GATEWAY PAVILION CONCEPTUAL DESIGN 7ol 08-06-17 t JAMES W DUPREE ill ARCHITECT ARf jayk 8' 1' 2' 4' GATEWAY PAVILION CONCEPTUAL DESIGN 7ol 08-06-17 t JAMES W DUPREE ill ARCHITECT ARf jayk 00 o +1 N � I REMOVE EXISTING CEDAR SHINGLES, WINDOW TRIM, WINDOWS AND GARAGE DOOR TO BE REPLACED 23'-6" 22'-4" L----- -- , Ln I O I � I d- ( I BILL'S LEXUS I + -7777 EXISTING FIRST FLOOR PLAN GENERAL NOTE: INTERIOR DESIGNER TO DETERMINE WHERE EXISTING INTERIOR FIXTURES AND FINISHES ARE TO BE REPLACED AND WHAT THE NEW WILL BE. NEW STUCCO OVER EXISTING AND REPAIRED CMU WALL BASE AND NEW CEMENTITIOUS SIDING OVER EXISTING AND REPAIRED WOOD �13 FRAME WALL ABOVE 15 23'-611 REMOVE EXISTING WINDOW INFILL OPENING 23'-6" REMOVE EXISTING KITCHENETTE �1 — — — — — — — — — — — — — — -- — — -� REMOVE EXISTING WOOD STAIR, RAILS AND — — — — — — — LANDING I —Fr/j— ,;� �� , / , � 0 1 a 3'-524�„ 1, i L 00 6'-1,1 10" 1011 III II N III II 10'-52' i III II N rj � � I, I REMOVE EXISTING WOOD STAIR, RAILS AND LANDING TO BE REPLACED WITH NEW BUT --------------- — — — — SIMILAR --------- 11 u u iz --- �- ---- I�—�—� - �---�----,< - �; - + 17 -7 PROPOSED FIRST FLOOR PLAN 4 12 3 12 14 15 FERAL NOTE: INTERIOR DESIGNER TO DETERMINE WHERE EXISTING INTERIOR FIXTURES AND ISHES ARE TO BE REPLACED AND WHAT THE NEW WILL BE. NEW CEMENTITIOUS SIDING OVER EXISTING AND NE CEI112TITI US SIDING OVER EXISTING AND REPAIRED WOOD FRAME WALL R FRAME WALL 23'-6" NEW REPLACEMENT STOOP AND STAIR. PVC OR IPE DECKING OVER WOOD FRAME, NEW STUCCO COVERED SITE WALL TO FLANK EAST 0 SIDE AND TURN UNDER NORTH SIDE TO ENCLOSE CRAWL SPACE UNDER STOOP .- / PANTRY 4 —° N�8 0 3'-3" a ' I KITCHEN BATH / 3' S ' 4 N - 1 12 HALL 102 PORCI H T I I � 'j N I 3 12 � N " r Ln co co -00 Lm ,- N N LIVI G ; I r-- El 7j" NEW MAHOGANY WOOD RAILING WITH PVC - I INFILL PICKET BALUSTRADE N } 09 04 BEDR M Z N ACTUAL RISE AND RUN AT STAIR TO BE Nj DETERMINED BY SITE CONDITIONS 10-51„ N co 14 2 211 15 — 77i a= _; NEW REPLACEMENT WINDOWS THROUGHOUT 06 0 ��^` � O WITH FIBERGLASS AND PVC COMPOSITE BAHAMA SHUTTERS WHERE SHOWN. SHUTTER WIDTH TO EXTEND BEYOND OPENING 1-1/2" 2, 82„ 2, 81, 2'-42„ 2,-8„ 21-421, 2,-8„ 21-4211 2,-81, 3'-0" EACH SIDE PROPOSED SECOND FLOOR PLAN EXISTING ROOF PLAN NEW CEDAR SHAKE ROOF OVER NEW PROPOSED ROOF PLAN 00�, M 777 7— \' I >" I ,I i N M N d- 00 �o I O 22'-4" I � Q W O a 41Tj � x x v - u I II III �� v I I --- W PLO �1 W I I P I I III I Z -a Ln II III I I BILL'S LEXUS 00 CD II II +1 - + i --------- 11 u u iz --- �- ---- I�—�—� - �---�----,< - �; - + 17 -7 PROPOSED FIRST FLOOR PLAN 4 12 3 12 14 15 FERAL NOTE: INTERIOR DESIGNER TO DETERMINE WHERE EXISTING INTERIOR FIXTURES AND ISHES ARE TO BE REPLACED AND WHAT THE NEW WILL BE. NEW CEMENTITIOUS SIDING OVER EXISTING AND NE CEI112TITI US SIDING OVER EXISTING AND REPAIRED WOOD FRAME WALL R FRAME WALL 23'-6" NEW REPLACEMENT STOOP AND STAIR. PVC OR IPE DECKING OVER WOOD FRAME, NEW STUCCO COVERED SITE WALL TO FLANK EAST 0 SIDE AND TURN UNDER NORTH SIDE TO ENCLOSE CRAWL SPACE UNDER STOOP .- / PANTRY 4 —° N�8 0 3'-3" a ' I KITCHEN BATH / 3' S ' 4 N - 1 12 HALL 102 PORCI H T I I � 'j N I 3 12 � N " r Ln co co -00 Lm ,- N N LIVI G ; I r-- El 7j" NEW MAHOGANY WOOD RAILING WITH PVC - I INFILL PICKET BALUSTRADE N } 09 04 BEDR M Z N ACTUAL RISE AND RUN AT STAIR TO BE Nj DETERMINED BY SITE CONDITIONS 10-51„ N co 14 2 211 15 — 77i a= _; NEW REPLACEMENT WINDOWS THROUGHOUT 06 0 ��^` � O WITH FIBERGLASS AND PVC COMPOSITE BAHAMA SHUTTERS WHERE SHOWN. SHUTTER WIDTH TO EXTEND BEYOND OPENING 1-1/2" 2, 82„ 2, 81, 2'-42„ 2,-8„ 21-421, 2,-8„ 21-4211 2,-81, 3'-0" EACH SIDE PROPOSED SECOND FLOOR PLAN EXISTING ROOF PLAN NEW CEDAR SHAKE ROOF OVER NEW PROPOSED ROOF PLAN 00�, M �I \' I >" I ,I i --------- 11 u u iz --- �- ---- I�—�—� - �---�----,< - �; - + 17 -7 PROPOSED FIRST FLOOR PLAN 4 12 3 12 14 15 FERAL NOTE: INTERIOR DESIGNER TO DETERMINE WHERE EXISTING INTERIOR FIXTURES AND ISHES ARE TO BE REPLACED AND WHAT THE NEW WILL BE. NEW CEMENTITIOUS SIDING OVER EXISTING AND NE CEI112TITI US SIDING OVER EXISTING AND REPAIRED WOOD FRAME WALL R FRAME WALL 23'-6" NEW REPLACEMENT STOOP AND STAIR. PVC OR IPE DECKING OVER WOOD FRAME, NEW STUCCO COVERED SITE WALL TO FLANK EAST 0 SIDE AND TURN UNDER NORTH SIDE TO ENCLOSE CRAWL SPACE UNDER STOOP .- / PANTRY 4 —° N�8 0 3'-3" a ' I KITCHEN BATH / 3' S ' 4 N - 1 12 HALL 102 PORCI H T I I � 'j N I 3 12 � N " r Ln co co -00 Lm ,- N N LIVI G ; I r-- El 7j" NEW MAHOGANY WOOD RAILING WITH PVC - I INFILL PICKET BALUSTRADE N } 09 04 BEDR M Z N ACTUAL RISE AND RUN AT STAIR TO BE Nj DETERMINED BY SITE CONDITIONS 10-51„ N co 14 2 211 15 — 77i a= _; NEW REPLACEMENT WINDOWS THROUGHOUT 06 0 ��^` � O WITH FIBERGLASS AND PVC COMPOSITE BAHAMA SHUTTERS WHERE SHOWN. SHUTTER WIDTH TO EXTEND BEYOND OPENING 1-1/2" 2, 82„ 2, 81, 2'-42„ 2,-8„ 21-421, 2,-8„ 21-4211 2,-81, 3'-0" EACH SIDE PROPOSED SECOND FLOOR PLAN EXISTING ROOF PLAN NEW CEDAR SHAKE ROOF OVER NEW PROPOSED ROOF PLAN W 00�, M O N N M N d- 00 �o WWF-+QN O w � Q W O a � x x v W u � W v z W PLO �1 W ti w P Z -a W w � Q W O a � x x v W u � W v z �1 W 2' 4' 8' EXISTING AND RENOVATED COTTAGE FLOOR PLANS 800 12-22-17 02-05-18 J ME Al I JPRFE !!I ARCHITECT AR-O,Q 10382 EXISTING REMOVE EXISTING POOFING, FASCIA TRIM AND SOFFIT MATERIAL REMOVE EXISTING EDAR SHINGLES, WINDOW TRIM AND WINDOW) REMOVE EXISTING GARAGE DOOR REMOVE EXISTING ONCRETE WALK AND SOIL ADJACENT TO BAS_ OF WALL TO ASSURE INTEGRITY OF WAL PRIOR TO WATERPROOFING. WEST ELEVATI❑N REMO�JE EXISTING ROOFING, FASCIA TRIM AND SOFF16 MATERIAL REMOJJE EXISTING CEDAR SHINGLES, WINDOW TRIM AND WINDOWS � � I L U-7 i EXISTING SOUTH ELEVATI❑N REMOVE EXISTING WOOD BRACKETS AND ROOF REMOVE EXISTING WOOD STAIR AND LANDING REMOVE EXISTING DOOR AND PROVIDE WALL INFILL TO COMPLETE EXISTING ENCLOSURE OVE EXISTING CONCRETE WALK AND SOIL %CENT TO BASE OF WALL TO ASSURE GRITY OF WALL PRIOR TO WATERPROOFING. NEW CEDAR SHINGLE ROOF OVER CEDAR GRAY PAINTED CEMENTITIOUS SHEETS BREATHER BY BENJAMIN OBDYKE OVER AND TRIM OVER DRAINABLE WATERPROOF MEMBRANE OVER EXISTING OR HOUSEWRAP OVER EXISTING OR REPAIRED ROOF SHEATHING REPAIRED WALL SHEATHING DARK BROWN PAINTED CEMENTITIOUS TRIM WHITE PAINTED CEMENTITIOUS TRIM GRAY PAINTED FIBERGLASS BAHAMA SHUTTERS OVER NEW BRONZE VINYL CLAD WOOD REPLACEMENT WINDOWS LIGHT GRAY PAINTED CEMENTITIOUS NICKEL GAP SHIPLAP SIDING BY BORAL OVER NEW DRAINABLE HOUSEWRAP SUCH AS BENJAMIN OBDYKE HYDROGAP OVER EXISTING OR REPAIRED WALL SHEATHING WHITE PAINTED PVC SILL TRIM GRAY PAINTED WOOD TRELLIS WITHIN DRIPLINE OF EXISTING ROOF OVERHANG ABOVE NEW GARAGE DOOR WITH STAINED MAHOGANY VENEER WHITE PAINTED CEMENTITIOUS TRIM AT BASE OF WOOD WALL - WHITE PAINTED CONVENTIONAL STUCCO OVER EXISTING CMU WALL COATED WITH BASF MASTERSEAL 581 (THOROSEAL) WATERPROOFING GRAY PAINTED FIBERGLASS BAHAMA SHUTTERS OVER NEW BRONZE VINYL CLAD WOOD REPLACEMENT WINDOWS. TREAT WALL OPENING WITH LIQUID APPLIED WATERPROOFING SUCH NEW LIGHT AS PROSOCO R -WALL FAST FLASH PRIOR TO FIXTURE HOUSEWRAP APPLICATION. SEE MAIN HOUSE DETAILS. GRAY PAINTED ALUMINUM GUTTER WITH OPEN ENDS INTENDED TO DIVERT WATER FROM COTTAGE WALL. CONSIDER DOWNSPOUT JUST BEHIND WALL AS DESIRED. PROPOSED WEST ELEVATION 0 NEW CEDAR SHINGLE ROOF OVER CEDAR BREATHER BY BENJAMIN OBDYKE OVER WATERPROOF MEMBRANE OVER EXISTING OR REPAIRED ROOF SHEATHING COPPER DRIP FLASHING DARK BROWN PAINTED CEMENTITIOUS TRIM GRAY PAINTED FIBERGLASS BAHAMA SHUTTERS OVER NEW BRONZE VINYL CLAD WOOD REPLACEMENT WINDOWS WHITE PAINTED PVC SILL TRIM NEW LIGHT FIXTURE GRAY PAINTED WOOD TRELLIS WITHIN DRIPLINE OF EXISTING ROOF OVERHANG ABOVE LIGHT GRAY PAINTED CEMENTITIOUS NICKEL GAP SHIPLAP SIDING BY BORAL OVER NEW DRAINABLE HOUSEWRAP SUCH AS BENJAMIN OBDYKE HYDROGAP OVER EXISTING OR REPAIRED WALL SHEATHING WHITE PAINTED CEMENTITIOUS TRIM AT BASE OF WOOD WALL WHITE PAINTED CONVENTIONAL STUCCO OVER EXISTING CMU WALL COATED WITH BASF MASTERSEAL 581 (THOROSEAL) WATERPROOFING DOWN TO FOOTING NEW GATEWAY PAVILION, GATES, AND STUCCO COVERED MASONRY WALL: SEE SHEET 7.1 FOR DETAIL PROPOSED SOUTH ELEVATI❑N W N � Q H U o w rTj � x x U d W� pq W U � z a W o W � Q z o w U � x x U d W� pq W U � z a W EXISTING AND RENOVATED COTTAGE ELEVATIONS WEST/SOUTH 12-22-17 02-05-18 JA PREE ARCHITECT AR -0010382 c'-- —tr dJ EXISTING NFlRTH ELEVATION PROPOSED NORTH ELEVATI❑N EXISTING AND RENOVATED COTTAGE ELEVATIONS EAST/NORTH 12-22-17 02-05-18 W DUPREE ill ARCHITECT AR�-i00103 1X10 CEMENTITIOUS NICKEL GAP SHIPIAP SIDING WITH MITERED CORNERS BY BORAL +�-p 114_ SECOND FLOOR T.O.ROOF — — — WESTERN RED CEDAR SHAKE ROOF WHITE PAINTED PVC TRIM AT OPENINGS AND SILL 00 GRAY PAINTED CEMENTITIOS SHEETS AND TRIM AT WOOD FRAMED CABLE INFILL AND FASCIA 3„L4" SECOND FLOOR T.O.WALLTf co WHITE PAINTED CONVENTIONAL_ STUCCO OVER CMU AlGARAGE AND STUDIO WALLS PRECAST SILLS AT WINDO S IN STUCCO WALLS SECOND FLOOR T.O.PLWD — — — — r�0 I _ I SECOND FLOOR B.O.TRUSS— WESTERN RE CEDAR SHAKE ROOF \ SHIPLAP SIDING RUNS TO WALL OPENING AT WINDOW JAMBS WITH NO JAMB TRIM, TYPICAL PAINTED PT SYP TIMBER BRACKETS, BEAMS AND RAFTER TAILS C) ri I COPPER LIGHT FIXTURE HERE SHOWN AS COPP RSMITH CONTEMPO CO 31 STAINED MAH GANY CLAD GARAGE DOOR + 4 FIRST FLOOR T.O.PLWD— +21'-8" — FIRST FLOOR T.O.SLAB +21'-8" — — LIGHT GRAY PAINTED 1X10 CEMENTITIOUS MCKEL ^� p GAP SHIPLAP SIDING WITH MITERED CORN RS BY BORAL VESTIBULE T.O.SLAB_ _ _ +$-1=8 -tet - INTEGRATED AVERAGE EXISTING GRADE 100 YEAR STORM WAVE CREST ELEVATI❑N EXISTING COTTAGE TO BE RENOVATED IN PLACE LIGHT GRAY PAINTED 1X10 CEMENTITIOUS V -RUSTIC SHIPLAP SIDING WITH MITERED CORNERS BY BORAL WHITE PAINTED STUCCO OVER EXISTING MASONRY GRAY OPEN LOUVER FIBERGLASS BAHAMA SHUTTER OVER PAVERS STONE TILE OVER SLOPING CONCRETE BALCONY SLAB AND DOWN FACE OF SLAB 4" TO DRIP -- -- tz--- -- -- 4 C� PAINTE SYP DECORATIVETIMBER TRELLIS NEW STAIN :D MAHOGANY CLAD GARAGE DOOR WEST E EVATION 4 TUBULAR SKYLIGHTS ill �.. a •- GRAY PAINTED I STAINLESS I O N INC N M MAHOGANY I'• I. I •1 1 1 III 1 •:,1 E-+N�3 1• 1•: 1 •1 •I• Ifl� �1�"�R��111� �A ■ ■I��� �1��1i! ► �ij�i ■�i■�����11�I■�■���■�■I�II�+/�'��•� /.�r ► • I I I I.. •II . �I �I�i►.•/illril��l��llrillrillrillrillri�. �I, 1 ►�,/`lfll �`°�1 ���/�1�1/I�Ir��IrlWl�r�l� ��''�rfr.�rtr��rtr���r���r��rtr���rtr��rt�rr'.r�rr,.��rrin. Isimim1/Irl/ori' 11 ;.I 1 • III I I•. rt�rr��t�� _ ■ ■■■.�.■. ■. mill, 1 �Iiillrrf:'.ii11ri11r , I rrri�l�irrrii+ j 1 eri11ri1��.r' �Ilrillri�:%i11rMINE ri11ri11r � w Q • , I • I :.. , �■ 1..- -1- 11 �_ „iii_�rwr��_�.��r1r���r��rtr��rlr��rlr�il �Mr�■r■�i_■di�l■■II�■r■Ilr�■r�l■■.rte■rr� � I 1, I Ij' �� � _� I I 1 I 1 I I ��I I• 1 e 1 1 1 W �O I I OoE� �� ���_ ;� III' i� • SII 1� 1 ■ ���� ��_ W - NOMMIMME �.��mom- i=. \ SLOT OPENING AT MASONRY WALL WITH PRtGASI JILL STAINED MAHOGANY CLAD GATES WITH OPENINGS. OPENING AT MASONRY WALL WITH PRECAST SILL TOP OF GATE AT SILL OF OPENING WHITE STUCCO COVERED MASONRY PIERS AT ENTRY PAVILION WITH PAINTED CAPPED WITH COPPER OR STAINLESS STEEL FLASHING PT SYP TIMBER ROOF FRAMING AND CEDAR SHINGLE ROOF NORTH ELEVATION INTEGRATED AVERAGE EXISTING GRADE 100 YEAR STORM WAVE CREST ELEVATI❑N IRST FLOOR T.O.PLWD -IRST FLOOR T.O.SLAB +21'-8' W M a •- '-'' O N INC N M N �ovoW�� E-+N�3 I w W� O a � x x � w Q W W Wrl� v U� z W �O OoE� W ITII W� a � x x � W � � W v z W 2' 4' 8' BUILDING ELEVATIONS 9 16'- 4' 12-22-17 02-22-18 Al 06-13-18 08-06-18 JAMES DUPREE III ARCHITECT -Ov X382 el a I m ml I 7T� i "r�� ������i�� � _ ��' _ �_ �_ ►� i�iiGiG■ � IIII�I 'IIIIII � ■�i�Gi�i i� ������� ����� ����� I ������� i � � �. ._,� . n _� �. .. ^r _ _ III � � — ��� 4�� � i �� _ � ,_ .. _ ��1 0 12�BUILDING SECTI❑N L AND ROOF OF MASONRY \ .n ,BUILDING �SECTI❑N li 1 CONCRETE BEA 12 'M AT BOTTOM 01 ILING WALL ASONRY STAIR X 18.8 10 `)BUILDING SECTI❑N BUILDING SECTI❑N W � M N � � W� W O c) a � x x w W � � W U W�1 z QQ�WN W W LA �D0 � Q W O a � x x � W � � W U � z W 2' 4' 8' BUILDING SECTIONS 14 12-22-17 1 06-13-18 JAME- 1! DUPREE li ARCWTE,;T 15 Rl LTi nTNr-i !�FC'TT❑N BUILDING SECTION NEW CEMENTITIOUS SIDING OVER N� �FC,TI❑N nl STI nTnlr :Z',C-rTTFlKl CEMENTITIOUS SIDING OVER WOOD FRAME STONE TILE OVER SLOPING CONCRETE SLAB PVC PICKETS AND TRIM TRIM OVER STAINLESS STEEL FRAME AS RAILING WITH STAINED MAHOGANY CAP CEDAR SHINGLE ROOF OVER 2X DECKING OVER RAFTERS OVER BEAM OVER BRACKETS ('RAY PAINTFD At UMINUM GUTTER LINEAR POOL DECK DRAIN RECESSED INTO SLAB LEADING TO DRY WELLS AT NORTH AND SOUTH YARD AREAS STUCCO OVER CMU RAIL WALL WITH STONE COUNTER TOP CAP STUCCO OVER CMU GRILL ISLAND WITH STONE COUNTER TOP CAP W oc 1.10 �p Wim[—�QN W W � O O a w � x Lt � w Q W w W U U � z W U W W Q W O a V � x x � W� W U � z W U 2' 4, $, BUILDING SECTIONS 15 12-22-17 A, 06-13-18 JAMES w DURREE III ARCHITECT AR -00T0382 / e, 1 SITE SECTI❑N—BUILDING ELEVATI❑N 2GBUILDING SECTI❑N IJ n BUILDING SECTI❑N BUILDING SECTI❑N t 2' 4' 8' BUILDING SECTIONS 12-22-17 1\ 06-13-18 JAME DUPREE Iii ARCHITECT AR -0010382 /� O 2c E-+ N M N O�Q �o Wim[-QN O , rTj QWWr..1W�U� o 2' 4' 8' BUILDING SECTIONS 12-22-17 1\ 06-13-18 JAME DUPREE Iii ARCHITECT AR -0010382 /� O 2c 22 BUILDING SECTION Comp. By: JWD Date: 6/14/2016 1 7 Public Works Department City of Atlantic Beach Permit No: ?????? Address: 1549 BEACH AVENUE Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V = CAR/12 Where: V = Volume of Runoff C = Coefficient of Runoff A = Area of lot in square feet R= 25 -yr / 24 -hr rainfall depth (9.3 -inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 17,560 ft' Runoff Coefficient Area Lot Area rinscrintion (ft) (ft) "C" Wtd "C" Impervious 5,490 17,560 1.00 u.37 Pervious 12,070 17,560 0.20 0.14 Runoff Coefficient (C) = 0.45 Runoff Volume 00 V = 0.45 x 17,560 V = 6,126 ft3 Postdevelopment Runoff Volume: W Q Lot Area (A) = 17,560 ftZ �W Runoff Coefficient o Area Lot Area 7 Description (ft) (ft) "C.. Impervious 49B 17,560 1.00 Pervious 9,062 17,560 0.20 x 9.3 / 12 Wtd "C" 0.48 Change in impervious o.10 from application. Runoff Coefficient (c) = u.oy Runoff Volume V =0.59 x 17,560 x 9.3 V = 7,991 ft3 Required Storage Volume DV = Postdevelopment Runoff Volume - Predevelopment Runoff Volume DV = 7,991 - 6,126 DV = 1,865 ft3 / 12 Retention 1549 BEACH AVE RETENTION- 061418 -WITH DRYWELLS 6/14/2018 Comp. By: `; ..gym.¢• . �? Date: Public Works Department City of Atlantic Beach Permit No: ...... Address: 1549 BEACH A Provided Storage: Elevation Area 17.4 676 Elevation Area 13.8 40 14.8 40 Elevation Area 13.8 40 14.8 40 Inground storage=A*d*pf A= Area= d= depth to ESHWT= pf = pore factor = Inground Storage= Required Treatment Volume = Supplied Treatment Volume = JWD 6/14/2016 LJ Storage 0 BOTTOM 25'X13.25need to confirm elevation 307 TOB 33'X20.5' Storage 0 BOTTOM 40 TOB Storage 0 BOTTOM 40 TOB MATERIAL INSTALLATION NOTES MARK NOTES ALL MATERIALS TO BE INSTALLED PER MANUFACTURER AND SUPPLIER RECOMMENDATIONS AS WELL AS REQUIREMENTS LISTED IN THE GENERAL FLORIDA BUILDING CODE (FBC) OR AS SPECIFIED IN FLORIDA PRODUCT APPROVAL DESCRIPTIONS. WHERE RECOMMENDATIONS CONFLICT WITH NOTES BELLOW, CONSULT ARCHITECT TO DETERMINE PROPER SPECIFICATION AND INSTALLATION METHODS. AT WOOD ROOF: 5/8" THICK X 18" LONG CERTI-SAWN TAPERSAWN WESTERN RED CEDAR SHAKES WITH CERTI-LAST CCA PRESERVATIVE TREATMENT AND 100% EDGE GRAIN AND FLORIDA CODE APPROVAL. SHAKES LAID WITH 5-1/2" EXPOSURE TO WEATHER WITH 1/4" KEYWAYS, FASTENED WITH 2 STAINLESS STEEL NAILS, (316 GRADE), INTERLAID AT EACH LAPPING COURSE WITH AN 18" WIDE STRIP OF 30# ASPHALT IMPREGNATED FELT, (TYPE 2 PER ASTM D 226), SET BACK 1 1 " FROM THE BOTTOM OF EACH SHAKE, ALL OVER CONTINUOUS LAYER OF CEDAR BREATHER CONTINUOUS VENTILATION SHEET BY BENJAMIN OBDYKE WITH BUTT JOINTS OVER LAPPING SHEETS OF 30# ASTM 226 -TYPE 2 FELT AND A 36" STRIP OF POLYGLASS POLYSTICK TU MAX WATERPROOF MEMBRANE AT EAVE EDGES AND VALLEYS. OPTION TO USE SELF -ADHERING MEMBRANE SUCH AS POLYGLASS POLYSTICK TU MAX OVER ENTIRE ROOF 1 BUT THIS IS NOT RECOMMENDED BY NATIONAL CEDAR BUREAU. FELT OR MEMBRANE TO BE AFFIXED TO 5/8" EXTERIOR GRADE PLYWOOD ROOF SHEATHING COATED AT UNDERSIDE WITH 8-1/2" THICKNESS OF OPEN CELL SPRAY FOAM POLYURETHANE INSULATION TO ACHIEVE INSULATION VALUE OF R-30 WITH INTEGRAL THERMAL BARRIER SUCH AS DEMILEC APX 1.2. SHAKE STARTER COURSE AT EAVE TO BE DOUBLE STACKED. RIDGES TO BE CAPPED WITH PRE -MADE CEDAR "HIP AND RIDGE CAPS" INSTALLED TO ALLOW VENTILATION AT TOP OF CEDAR BREATHER, OPEN VALLEYS AND ALL WALL AND EAVE DRIP FLASHING TO BE 316 STAINLESS STEEL TO BE PAINTED. CEDAR BREATHER MAY BE STOPPED OION DO N EAVE MANNERAND UGABLE SUFFICIENTEDGES CONTROLE HUMIDITREVENT Y AND N PRERAIN VENT FROM ENTERING SYSTEM. ATTIC CAVITY TO BE MECHANICALLY CONDI MOISTURE ACCUMULATION ON ATTIC SURFACES. MASONRY WALLS TO CONSIST OF WHITE COLORED VAPOR PERMEABLE WATERPROOF COATING SUCH AS BASF MASTERPROTECT HB 400 APPLIED IN TWO COATS OVER SMOOTH FINISH STUCCO APPLIED IN THREE COATS PER ASTM C926/1063 TO ACHIEVE 5/8" THICKNESS OVER BASF MASTERSEAL 581 WATERPROOF CEMENT BASED COATING MIXED WITH BASF MASTEREMACO A 660 AND WATER APPLIED IN TWO COATS OVER SMOOTH FACED CMU WITH JOINTS CUT FLUSH, NOT STRUCK. WATERPROOF COATING TO EXTEND BELOW GRADE TO TOP OF FOOTING OR GRADE BEAM. STUCCO TO EXTEND BELOW GRADE OR TO TOP OF ADJACENT WALKING SURFACE. IF STUCCO IS NOT APPLIED TO COVER MASTERSEAL 581 WITHIN 48 HOURS OF ITS APPLICATION THEN 581 IS TO BE COVERED WITH 2 STUCCO BONDING AGENT SUCH AS BASF MASTEREMACO A660. SEE STRUCTURAL DRAWINGS FOR ALL CMU AND REINFORCING SPECIFICATIONS AND DETAILS ALL CELLS OF CMU TO BE GROUTED SOLID. AT INSIDE FACE OF CMU APPLY PRESSURE TREATED 2X4 VERTICAL FURRING STRIPS TURNED FLAT SPACED AT 24" WITH BETWEEN SPACE FILLED WITH MIN. 1" THICK AIR SEALING CLOSED CELL POLYURETHANE SPRAY FOAM INSULATION ALL COVERED WITH Y2" GYPSUM BOARD. FOR BETTER INSULATION VALUE CONSIDER THE OPTION OF ADHERING 2" OF RIGID CLOSED CELL EXPANDED POLYSTYRENE PANELS WITH INTEGRAL PLASTIC FURRING STRIPS BY INSOFAST TO CMU WALL INTERIOR WITH LOCTITE PL PREMIUM 3X STRONGER CONSTRUCTION ADHESIVE. THEN ATTACH Y2" GYPSUM BOARD TO INTEGRAL STRIPS. AT MASONRY WALL OPENINGS TERMINATE APPLICATION OF BASF MASTERSEAL 581 AT EDGE OF PRIMARY WALL SURFACE. ATTACH 2X6 PRESSURE TREATED WOOD BUCKS TO INSIDE OF OPENING OVER BEAD OF BASF MASTERSEAL AWB 900. COAT WIDE INSIDE FACE AND FRONT FACE OF BUCKS WITH THE AWB 900 AS WELL AS THE UNCOVERED MASONRY INSIDE OF THE OPENING AND OUT ONTO THE PRIMARY WALL SURFACE OVER THE MASTERSEAL 581 FOR A DISTANCE OF 1-1/2". COVER THE AWB 900 AT THE OPENING CORNER WITH PVC CORNER BEAD ATTACHED TO THE CMU AND EXTENDING BACK INTO THE OPENING TO COVER THE AWB 900 OVER THE CMU. INSTALL THE FLANGED WINDOW TO THE WOOD BUCKS OVER A BEAD OF BASF MASTERSEAL NP 100. APPLY PVC CASING BEAD OVER THE AWB 900 AT THE FRONT FACE OF THE BUCKS LEAVING 3/8" BETWEEN THE CASING BEAD AND THE WINDOW FRAME TO BE SEALED WITH BACKER ROD AN BASF MASTERSEAL NP 100 POLYURETHANE SEALANT. STUCCO APPLICATION AT TYPICAL THICKNESS TO COVER MASTERSEAL 581 AND PVC TRIM TERMINATING AT WINDOW EDGE. AT WINDOW SILL, FACE OF CONCRETE WALL OPENING IS SHAPED TO RECEIVE A DECORATIVE PRECAST CONCRETE SILL TO BE SET IN MORTAR AND ANCHORED TO CONCRETE WITH REBAR SET IN EPDXY GROUT AS REQUIRED BY PRECAST SUPPLIER ALL OVER TYPICAL APPLICATION OF THE MASTERSEAL 581 MEMBRANE. TAKE CARE TO PRESERVE WATERPROOF INTEGRITY OF WALL. SEAL WINDOW FRAME AT SILL TO TOP OF PRECAST SILL WITH NP 100 SEALANT. AT SOME MASONRY WALL OPENINGS WHERE THE WINDOW HEAD ENGAGES FASCIA TRIM AT THE BASE OF THE ROOF THE HEAD OF THE 3 OPENING IS COVERED WITH BORAL TRUEXTERIOR POLY -ASH TRIM AND THE WINDOW FRAME WILL BE SEALED TO THE TRIM. THE MASONRY UNDER THE TRIM WILL BE COATED WITH MASTERSEAL 581 OR MASTERSEAL AWB 900 AS PRACTICAL BUT A WATERPROOF MEMBRANE IS TO TYPICALLY EXTEND FROM TOP PLATE OF WALL TO TOP OF FOOTING ACROSS ALL WALLS AROUND ALL OPENINGS. ALL WINDOW FRAMES TO BE SEALED TO BLOCKING AT WALL AT INTERIOR FACE TO ACHIEVE AIR DAM ALL AROUND. AT DOORS WITHIN MASONRY OPENINGS TREAT JAMBS AND HEAD THE SAME AS WINDOWS. DOOR SILLS ARE TO BE RECESSED INTO CONCRETE SLABS TO ALLOW TOP OF THRESHOLD TO BE FLUSH WITH TOP OF INTERIOR FLOOR FINISH. DOOR SILLS AT MASONRY WALLS OPEN ONTO CONCRETE PORCH DECKS TO BE COVERED IN STONE TILES. COAT TOP OF CONCRETE TO BE COVERED BY STONE WITH BASF MASTERSEAL TRAFFIC 1500 CONSISTING OF BASF MASTERSEAL M 200 WITH AN AGGREGATE TOPPING OF BASF MASTERSEAL TC 225 TO BOND TO THINSET TILE. COAT CONCRETE AT BASE OF SILLS OR WALLS WITH TRAFFIC 1500 FOR MIN. 12" OUT FROM WALL. WHERE CONCRETE CHANGES PLANE SUCH AS AT BASE OF WALL OR SILL PROVIDE BEAD OF MASTERSEAL NP100 UNDER M 200 OR WHERE M 200 MEETS 581 OR AWB 900. EXTEND MASTERSEAL M 200 INTO DOOR SILL OPENINGS AND UP FACE OF CONCRETE RECESS TO CREATE SILL PAN. CONSIDER PROVIDING ADDITIONAL SILL PAN SUCH AS CUSTOM COPPER PAN WITH SOLDERED BACK AND END DAMS OR PLASTIC SILL BY JAMSILL CORPORATION. COVER EXPOSED M 200 NOT COVERED BY SILL WITH TC 225 WHERE STONE TILE IS TO FOLLOW. WHERE M 200 IS TO BE COVERED BY DOOR SILL, SET SILL INTO BED OF MASTERSEAL NP 100. WOOD FRAMED WALLS TO CONSIST OF EXTERIOR GRADE PAINT, TO BE SELECTED, OVER FACTORY PRIMED, 1X10, NICKEL GAP, SHIPLAP, CRAFTSMAN COLLECTION, BORAL TRUEXTERIOR, POLY -ASH SIDING OVER A CONTINUOUS LAYER OF BASF WS DRAINAGE MAT DF OVER LIQUID APPLIED WALL MEMBRANE CONSISTING OF BASF MASTERSHIELD AWB 665 REINFORCED AT CORNERS AND JOINTS WITH BASF MASTERSHIELD AWB 900 OVER 7/6" EXPOSURE 1 OSB PLYWOOD SHEATHING OVER TYPICAL 2X6 WOOD STUDS SPACED AT 16" 4 CENTERS. RECOMMENDED ATTACHMENT OF SIDING TO STUDS WITH 8DX 2-1/2" STAINLESS STEEL RING SHANK NAILS WITH 2 NAILS PER FRAMING MEMBER AT 16" CENTERS. APPLY FULL THICKNESS OF OPEN CELL POLYURETHANE SPRAY FOAM INSULATION BETWEEN STUDS TO BE TRIMMED FLUSH AND COVERED AT INTERIOR WITH 2" GYPSUM WALL BOARD. EXTERIOR FACE OF POLY -ASH SIDING TO BE PAINTED WITHIN 150 DAYS OF INSTALLATION. ALL EXTERIOR CORNERS ARE TO BE MITERED AND GLUED. AT WOOD FRAME WALL OPENINGS APPLY COATING OF BASF MASTERSEAL AWB 900 ALL AROUND FACE OF FRAMED OPENING AND OUT ONTO PRIMARY WALL FACE OSB SHEATHING FOR A MINIMUM OF 4". WHERE BUCKS ARE USED PROVIDE BEAD OF AWB 900 BETWEEN BUCK AND BUILDING STRUCTURE IN 12 TO 20 MIL THICKNESS. LAP CONTINUOUS APPLICATION OF BASF MASTERSEAL AWB 665 THAT TYPICALLY COVERS WALL SHEATHING A MINIMUM 2" OVER EDGE OF AWB 900. SET WINDOW FRAME WITH FLANGE INTO BEAD OF BASF 5 MASTERSEAL NP 100 OVER AWB 900. TRIM WALL OPENING WITH BORAL TRUEXTERIOR POLY -ASH TRIM OR VERSATEX CELLULAR PVC TRIM BOARD SET OVER DRAINAGE PLANE MATERIAL PER DETAIL DRAWINGS. PVC TYPICALLY USED FOR SUPERIOR FINISH WHERE PAINTED WHITE AND INSTALLED IN SHORT SEGMENTS. LONG FASCIA RUNS MAY PERFORM BETTER AS BORAL TRUEXTERIOR TRIM TO AVOID EXCESSIVE THERMAL EXPANSION AND SEPARATION AT JOINTS. WINDOW FRAME TO BE SEALED TO EITHER TRIM MATERIAL WITH 3/8" WIDTH OF BASF MASTERSEAL NP100 SEALANT OVER BACKER ROD. ALL WINDOW FRAMES TO BE SEALED TO BLOCKING AT WALL AT INTERIOR FACE TO ACHIEVE AIR DAM ALL AROUND. W 00 W Q z � �W o �x 7 W� �D Q W U W W N o z W Q Q W�,o W W N o W W Q z � �W o �x W� pq W � z W 756.0 6 2' 4' 8' 13.8 0.3 3129.8 ft3 1,865 ft3 7 BUILDING 3,517 ft3 SECTIONS STORMWATE 8 CALCS AND NOTES TYPICAL FLOORING MATERIAL AT SECOND FLOOR: CONVENTIONAL OR ENGINEERED 3/4" STRIP WOOD FLOORING, SPECIES AND FINISH 9 TO BE SELECTED LAID OVER VAPOR RETARDER SUCH AS LAYER OF 30# ASPHALT SATURATED FELT OVER 3/4" T&G PLYWOOD SCREWED AND GLUED TO 20" DEEP PRE -FAB WOOD TRUSSES PER ENGINEERING DRAWINGS. PROVIDE 3-1/2" THICKNESS OF MINERAL WOOL INSULATION AT UNDERSIDE OF SHEATHING FOR SOUND CONTROL. 17 TYPICAL FLOORING MATERIAL AT FIRST FLOOR : CONVENTIONAL OR ENGINEERED 3/4" STRIP WOOD FLOORING, SPECIES AND FINISH TO 10 BE SELECTED, LAID OVER VAPOR RETARDER SUCH AS LAYER OF 15# FELT OVER 3/4" PLYWOOD SUBFLOOR OVER CONCRETE SLAB OVER 6 MIL POLYVINYL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL. 12-22-17 Retention 1549 BEACH AVE RETENTION- 061418 -WITH DRYWELLS 6/1 1\ 06-13-18 JA W M)PREE III ARCHITECT AR -001.0382/ 5„ I 3 99 3)3)) 9f 99 i f 99 3 1 0 —— SIT IN CEDAR SHAKE FABRIC OVER SELF -ADHERING WATERPROOF ROOFING ACHIEVE R-30 INSULATION VALUE APPLIED CONTINUOUSLY )I FABRIC MEMBRANE OVER W EXTERIOR GRADE PLYWD OVER TO UNDERSIDE OF ROOF SHEATHING AND AT 5-1/2 CONVENTIONAL ROOF FRAMING. THICKNESS DOWN TO TOP PLATE AT EXTERIOR WALLS. ^ 1, COPPER DRIP FLASHING WITH HEMMED EDGE 1'-4" \ SANDWICHED BETWEEN LAYERS OF ROOFING 1'-0" MEMBRANE AND LAPPING OVER FACE OF 1X2 PT NAILER ATTACHED TO SOFFIT MATERIAL - — 2 X 6 WOOD OUTLOOKERS CANTILEVER FROM ROOF FRAMING PAST DROPPED PLATE TO SUPPORT 1X6 T&G WOOD SOFFIT OR 3a" PLYWD ALL CAPPED WITH " PLYWD., ROOFING MEMBRANE, CEDAR BREATHER !\� AND CEDAR SHAKES -_1 0" 3" 2 X 6 BROWN PAINTED OR DARK STAINED WOOD - 2 X 2 GRAY PAINTED RAKING CEMENTITIOUS TRIM X 6 GRAY PAINTED RAKING AND HORIZONTAL CEMENTITIOUS TRIM Y2 CEMENTITIOUS SHEET SIDING AT GABLE OVER _ t - WATERPROOF DRAINAGE PLANE SUCH AS BENJAMIN OBDYKE SLICKER CLASSIC RAINSCREEN OVER BASF AWB 665 LIQUID APPLIED WATERPROOFING OVER Y2" EXTERIOR GRADE PLYWOOD OVER 2X6 WOOD STUD FRAMING -- 12 COPPER FLASHING UNDER LAST TWO SHINGLES RISING 8" UP WALL OVER WATERPROOF �r MEMBRANE AND TAPED TO MEMBRANE AT TOP OF 1' FLASHING, TYPICAL WHERE ROOF MEETS WALL Y2" GYPSUM CEILING BOARD OVER 2X WOOD ROOF FRAMIN CEDAR SHAKE ROOF OVER CEDAR BREATHER VENTILATING f FABRIC OVER SELF -ADHERING WATERPROOF ROOFING Y2" GYPSUM WALL BOARD OVER 2X PT WOOD BLOCKING MEMBRANE OVER Y8" EXTERIOR GRADE PLYWD OVER 2X6 J4 OUTLOOKERS. ROOF MEMBRANE TO TURN UP WALL FACE 1X2 TRIM TO PICTURE FRAME\j OVER WALL MEMBRANE MIN 4" UNDER COPPER FLASHING. WINDOW 2 X 6 WOOD OUTLOOKERS CANTILEVER PAST TOP 1,-1 AIR DAM SEALANT ALL AROUND PLATE TO RECEIVE 1X6 T&G SOFFIT BELOW WINDOW FRAME AT INTERIOR CONTINUOUS J" PLYWOOD ROOF SHEATHING FACE _ BASF AWB 900 LIQUID 2X CEMENTITIOUS TRIM OVER 1X PT WOOD BLOCKING OVER WALL MEMBRANE FLASHING OVER PRESSURE TO EXTEND INTO WINDOW OPENING TO COVER 2X6 PT WOOD BUCKS co TREATED BUCKS AND INSIDE OF MASONRY OPENING AND BASF NP1 POLYURETHANE SEALANT OVER BACKER ROD ALL AROUND WINDOW OUT 1-1/2" ONTO FACE OF SEALING FRAME TO TRIM AT HEAD, STUCCO AT JAMBS AND PRECAST SILLS. MASTERSEAL 581 OVER CMU SET WINDOW FLANGE ONTO BEAD OF SEALANT OVER FACE OF BUCKS ALL M BATH AROUND. TYPICAL WINDOWS ARE OPERABLE WOODEN CASEMENT OR AWNING UNITS Y2" GYPSUM WALL BOARD OVER WITH PAINTED ALUMINUM OR FIBERGLASS CLADDING. WINDOWS PROVIDE 2X PT WOOD FURRING AND IMPACT PROTECTION AND INTERNAL SHADING ADEQUATE TO PROTECT SEA 1-1/2" OPEN CELL TURTLES. SEE NOTE 6 AND WINDOW SCHEDULES FOR DETAIL, POLYURETHANE SPRAY FOAM INSULATION OVER 8" CMU o " WALL. INSULATION TO BE TRIMMED TO UNIFORM e THICKNESS AND CREATE VAP0 PERMEABLE AIR TIGHT ASSEMBLY. WHERE TILE TURNS UP FACE TWO COATS OF WHITE COLORED VAPOR PERMEABLE WATERPROOF OF WALL PROVIDE Yz" CEMECOATING SUCH AS BASF MASTERPROTECT HB 400 OVER %" THREE OVER FURRINIOUSG. BACKER BOBE ARD _ COAT SMOOTH FINISH STUCCO OVER TWO COATS OF BASF MASTERSEAL OVER FURRING. TILE TO R 581 WATERPROOF CEMENT COATING OVER 8" STEEL REINFORCED CMU s APPLIED TO BACKER BOARD WALL WITH JOINTS STRUCK FLUSH AND ALL CMU CELLS POURED OVER THINSET MORTAR WHERE SOLID. STUCCO AND WATERPROOF COATING TO EXTEND DOWN TO TOP INDICATED IN INTERIOR DESIGN DRAWINGS. WHERE WALL WILL OF FOOTING. HB 400 COATING TO STOP AT GRADE. BE SUBJECTED TO WATER COAT BACKER BOARD WITH FIBERGLASS LOUVERED SHUTTER SUCH AS BY ATLANTIC PREMIUM °e LIQUID APPLIED MEMBRANE SHUTTERS. SHUTTER HERE IMPLIES COVER OF FAUX WINDOW AND IS SUCH AS ROR UNDER MORTAR. URAD AFFIXED OVER TOP OF PRECAST FAUX WINDOW SILL.01 HYDROBAN UNDER CONSIDER SCHLUTER SYSTEMS KERDI PRODUCTS FOR OPTIMAL SHOWER STYTEMS. e�d PRECAST FAUX WINDOW SILL ANCHORED TO CMU WALL THROUGH °6 STUCCO WITH REBAR AND EPDXY GROUT. TAKE CARE TO WATERPROOF BREACH IN MEMBRANE AT HOLES DRILLED IN WALL FOR INSTALLATION. ° T; o I 00 oo M O N 3" o ° CONTINUOUS PRECAST OR NATURAL STONE WATER TABLE BAND WITH o ' TOP TO ALIGN WITH TOP OF FLOOR AT WEST FACE OF MAIN FRONT = ° PORCH AND ANCHORED TO CMU WALL THROUCH STUCCO WITH REBAR AND EPDXY GROUT. n LII 1113 I !-1 1411=1 11=111 I I 1=1 I Ed ° --111 111! I '—��I-�111I I 11,I1i '` gy m III i I=1111 I L I I I1-11 H 1111 I� III. III—I � 1-1 L i — III_ I I =1 i I4I 11=1 I I=1 i i -_=III =11 I4 I I4 141 I i F 14I I I_ 11= I I 1=111 -1 l I-- =77=77177- - _—__— _ _ _ _ =1 111 1 I ! =I 141 I IE! �—I I —I 114 I I--1 I I—! I I-1 11—1 I I4 11-1 -- -- -1_ I I—III—� 11 _ - — -- -- — — — — _ — 1—_— =1 1 1=1 1 41 1 1=1 1 14 1 1=1 1 1=1 1 141 I I I I_I I I-1 I L-1 I I-1 I I_I 11 111—III—III __---- _ =1 1141 I!=1 11=! 1=1 11 1 I I41 11=1 11=1 I I-111— —° ° ° III— I I I—I 1 l- I I I I i i 4 1141 I I =1 I--=1 I I4 1141 11-► 11=1� ! 141 I l a ° 11; I I IEI 11_I 1= =III I _111 --111 --I ==11 1 IIEEIIMI41I14111 =11=1_Ia 84 a a � a-1 = _ L=1 I I4l i l41 I =1 1=1 11=i 11=1 I I-1 11-1 I I4 I I -2" _I i4 I I-1 11=,1 I f 4i ! I-1 I I I 1 111=1 1141 1141 11-- = i _ � G ° 99 " T4 Nd 4 MrO`�W��O-o-a M � �i 42 �NQOw oE�wlllrywQ—+ WwU�cch1- xov aW��WwQ oo�Q�Oc , w �aNw� N ^ r—ICI r— ^00��r N I 4 G H r T 1 cel �\ �rlf _ Vii✓.-/ rrr. ✓ r r �r r N 00, 4 WATERPROOF MEMBRANE AND J" PVC ✓r r✓r.- i-'� .-�i-'r-' w I I I 31 I 1_0„ 3 oe " a SHEETS TO BE PAINTED WHITE I STAINED SAPELE MAHOGANY RAIL I 599 NG GRAY PAINTED SHOP CUT CAPPIHI 1 PVC BALUSTRADE LADDER PANELS _cIcl�j �N 99 � MEMBRANE OVER 'V" CUT 6X6 POST O 00 „4 TOP WITH PVC SHEETS OVER MEMBRANE OVER PLYWOOD AT SIDES I (_] — I I 9 I relsv- 99 99— 100 8-1/2" OPEN CELL SPRAY FOAM POLYURETHANE ROOF OVER CEDAR BREATHER VENTILATING INSULATION WITH CODE COMPLIANT IGNITION BARRIER TO 9f 99 i f 99 3 1 0 —— SIT IN CEDAR SHAKE FABRIC OVER SELF -ADHERING WATERPROOF ROOFING ACHIEVE R-30 INSULATION VALUE APPLIED CONTINUOUSLY )I FABRIC MEMBRANE OVER W EXTERIOR GRADE PLYWD OVER TO UNDERSIDE OF ROOF SHEATHING AND AT 5-1/2 CONVENTIONAL ROOF FRAMING. THICKNESS DOWN TO TOP PLATE AT EXTERIOR WALLS. ^ 1, COPPER DRIP FLASHING WITH HEMMED EDGE 1'-4" \ SANDWICHED BETWEEN LAYERS OF ROOFING 1'-0" MEMBRANE AND LAPPING OVER FACE OF 1X2 PT NAILER ATTACHED TO SOFFIT MATERIAL - — 2 X 6 WOOD OUTLOOKERS CANTILEVER FROM ROOF FRAMING PAST DROPPED PLATE TO SUPPORT 1X6 T&G WOOD SOFFIT OR 3a" PLYWD ALL CAPPED WITH " PLYWD., ROOFING MEMBRANE, CEDAR BREATHER !\� AND CEDAR SHAKES -_1 0" 3" 2 X 6 BROWN PAINTED OR DARK STAINED WOOD - 2 X 2 GRAY PAINTED RAKING CEMENTITIOUS TRIM X 6 GRAY PAINTED RAKING AND HORIZONTAL CEMENTITIOUS TRIM Y2 CEMENTITIOUS SHEET SIDING AT GABLE OVER _ t - WATERPROOF DRAINAGE PLANE SUCH AS BENJAMIN OBDYKE SLICKER CLASSIC RAINSCREEN OVER BASF AWB 665 LIQUID APPLIED WATERPROOFING OVER Y2" EXTERIOR GRADE PLYWOOD OVER 2X6 WOOD STUD FRAMING -- 12 COPPER FLASHING UNDER LAST TWO SHINGLES RISING 8" UP WALL OVER WATERPROOF �r MEMBRANE AND TAPED TO MEMBRANE AT TOP OF 1' FLASHING, TYPICAL WHERE ROOF MEETS WALL Y2" GYPSUM CEILING BOARD OVER 2X WOOD ROOF FRAMIN CEDAR SHAKE ROOF OVER CEDAR BREATHER VENTILATING f FABRIC OVER SELF -ADHERING WATERPROOF ROOFING Y2" GYPSUM WALL BOARD OVER 2X PT WOOD BLOCKING MEMBRANE OVER Y8" EXTERIOR GRADE PLYWD OVER 2X6 J4 OUTLOOKERS. ROOF MEMBRANE TO TURN UP WALL FACE 1X2 TRIM TO PICTURE FRAME\j OVER WALL MEMBRANE MIN 4" UNDER COPPER FLASHING. WINDOW 2 X 6 WOOD OUTLOOKERS CANTILEVER PAST TOP 1,-1 AIR DAM SEALANT ALL AROUND PLATE TO RECEIVE 1X6 T&G SOFFIT BELOW WINDOW FRAME AT INTERIOR CONTINUOUS J" PLYWOOD ROOF SHEATHING FACE _ BASF AWB 900 LIQUID 2X CEMENTITIOUS TRIM OVER 1X PT WOOD BLOCKING OVER WALL MEMBRANE FLASHING OVER PRESSURE TO EXTEND INTO WINDOW OPENING TO COVER 2X6 PT WOOD BUCKS co TREATED BUCKS AND INSIDE OF MASONRY OPENING AND BASF NP1 POLYURETHANE SEALANT OVER BACKER ROD ALL AROUND WINDOW OUT 1-1/2" ONTO FACE OF SEALING FRAME TO TRIM AT HEAD, STUCCO AT JAMBS AND PRECAST SILLS. MASTERSEAL 581 OVER CMU SET WINDOW FLANGE ONTO BEAD OF SEALANT OVER FACE OF BUCKS ALL M BATH AROUND. TYPICAL WINDOWS ARE OPERABLE WOODEN CASEMENT OR AWNING UNITS Y2" GYPSUM WALL BOARD OVER WITH PAINTED ALUMINUM OR FIBERGLASS CLADDING. WINDOWS PROVIDE 2X PT WOOD FURRING AND IMPACT PROTECTION AND INTERNAL SHADING ADEQUATE TO PROTECT SEA 1-1/2" OPEN CELL TURTLES. SEE NOTE 6 AND WINDOW SCHEDULES FOR DETAIL, POLYURETHANE SPRAY FOAM INSULATION OVER 8" CMU o " WALL. INSULATION TO BE TRIMMED TO UNIFORM e THICKNESS AND CREATE VAP0 PERMEABLE AIR TIGHT ASSEMBLY. WHERE TILE TURNS UP FACE TWO COATS OF WHITE COLORED VAPOR PERMEABLE WATERPROOF OF WALL PROVIDE Yz" CEMECOATING SUCH AS BASF MASTERPROTECT HB 400 OVER %" THREE OVER FURRINIOUSG. BACKER BOBE ARD _ COAT SMOOTH FINISH STUCCO OVER TWO COATS OF BASF MASTERSEAL OVER FURRING. TILE TO R 581 WATERPROOF CEMENT COATING OVER 8" STEEL REINFORCED CMU s APPLIED TO BACKER BOARD WALL WITH JOINTS STRUCK FLUSH AND ALL CMU CELLS POURED OVER THINSET MORTAR WHERE SOLID. STUCCO AND WATERPROOF COATING TO EXTEND DOWN TO TOP INDICATED IN INTERIOR DESIGN DRAWINGS. WHERE WALL WILL OF FOOTING. HB 400 COATING TO STOP AT GRADE. BE SUBJECTED TO WATER COAT BACKER BOARD WITH FIBERGLASS LOUVERED SHUTTER SUCH AS BY ATLANTIC PREMIUM °e LIQUID APPLIED MEMBRANE SHUTTERS. SHUTTER HERE IMPLIES COVER OF FAUX WINDOW AND IS SUCH AS ROR UNDER MORTAR. URAD AFFIXED OVER TOP OF PRECAST FAUX WINDOW SILL.01 HYDROBAN UNDER CONSIDER SCHLUTER SYSTEMS KERDI PRODUCTS FOR OPTIMAL SHOWER STYTEMS. e�d PRECAST FAUX WINDOW SILL ANCHORED TO CMU WALL THROUGH °6 STUCCO WITH REBAR AND EPDXY GROUT. TAKE CARE TO WATERPROOF BREACH IN MEMBRANE AT HOLES DRILLED IN WALL FOR INSTALLATION. ° T; o I 00 oo M O N 3" o ° CONTINUOUS PRECAST OR NATURAL STONE WATER TABLE BAND WITH o ' TOP TO ALIGN WITH TOP OF FLOOR AT WEST FACE OF MAIN FRONT = ° PORCH AND ANCHORED TO CMU WALL THROUCH STUCCO WITH REBAR AND EPDXY GROUT. n LII 1113 I !-1 1411=1 11=111 I I 1=1 I Ed ° --111 111! I '—��I-�111I I 11,I1i '` gy m III i I=1111 I L I I I1-11 H 1111 I� III. III—I � 1-1 L i — III_ I I =1 i I4I 11=1 I I=1 i i -_=III =11 I4 I I4 141 I i F 14I I I_ 11= I I 1=111 -1 l I-- =77=77177- - _—__— _ _ _ _ =1 111 1 I ! =I 141 I IE! �—I I —I 114 I I--1 I I—! I I-1 11—1 I I4 11-1 -- -- -1_ I I—III—� 11 _ - — -- -- — — — — _ — 1—_— =1 1 1=1 1 41 1 1=1 1 14 1 1=1 1 1=1 1 141 I I I I_I I I-1 I L-1 I I-1 I I_I 11 111—III—III __---- _ =1 1141 I!=1 11=! 1=1 11 1 I I41 11=1 11=1 I I-111— —° ° ° III— I I I—I 1 l- I I I I i i 4 1141 I I =1 I--=1 I I4 1141 11-► 11=1� ! 141 I l a ° 11; I I IEI 11_I 1= =III I _111 --111 --I ==11 1 IIEEIIMI41I14111 =11=1_Ia 84 a a � a-1 = _ L=1 I I4l i l41 I =1 1=1 11=i 11=1 I I-1 11-1 I I4 I I -2" _I i4 I I-1 11=,1 I f 4i ! I-1 I I I 1 111=1 1141 1141 11-- = i _ � G ° 99 " T4 Nd 4 MrO`�W��O-o-a M � �i 42 �NQOw oE�wlllrywQ—+ WwU�cch1- xov aW��WwQ oo�Q�Oc , w �aNw� " 1 1'-0" G H r T 1 4 WATERPROOF MEMBRANE AND J" PVC — w 1_0„ 3 " a SHEETS TO BE PAINTED WHITE STAINED SAPELE MAHOGANY RAIL NG GRAY PAINTED SHOP CUT CAPPIHI 1 PVC BALUSTRADE LADDER PANELS PLAN GRAY PAINTED PVC CAP TRIM OVER � MEMBRANE OVER 'V" CUT 6X6 POST O „4 TOP WITH PVC SHEETS OVER MEMBRANE OVER PLYWOOD AT SIDES (_] rel 99 99— COPPER FLASHINGUNDER LAST TWO SHINGLES RISING 8" UP WALL OVER WATERPROOF MEMBRANE AND APED TO MEMBRANE AT TOP OF ° �—� (LASHING, TYPICALWHERE ROOF MEETS WALL °° �_ - �Id G e 12 5 (_J a r�^�r - 4 1X6 T&G PINE FLUSH JOINT SOFFIT AND 1X6 FLAT TRIM STAINED TO RESEMBLE MAHOGANY. SET OVER WOOD " CEILING JOISTS TIED TO ROOF RAFTERS - `-4 +43'-8 3 4" _ 43'-8 3/4„ - I G ^ I- PVC TRIM AT TOP OF COLUMN GLUED TIGHT OVER CONTINUOUS O MEMBRANE OVER PLYWOOD OVER I WOOD FRAMING SOUTH ► ► — — °— �-==-- —° - 4 — — --=� - — — — h„ i ° SOUTH BALC ON 4 ^ BALCONY 4" I ° ° ° 5 11'474 ot 0 a ° d41 6XP PT SYP POST AND BLOCKING C.0 ° 11 II Imo' I1—{� I I I oo I 6" II +439 -8 �4 r 1 FORM RECESS AT DOOR SILL AS SHOWN TO ACCOMMODATE STONE UNDER FRONT EDGE OF DOOR I I — `./ THRESHOLD SET IN STAINLESS STEEL PAN WITH WELDED I I W ~ BACK AND SIDE DAMS SET OVER FLUID APPLIED WATERPROOF MEMBRANE FLOWING CONTINUOUSLY FROM z OPENING DOWN ACROSS CONCRETE DECK I �I GRAY " PAINTED 2X2 PICKETS 28 ° 52 2 +34'-8 3/4" — — 4 -8 3 4 R>•o 1N�x4 svRRovND — + N FRAME ALL IN PVC ATTCHED TO a ° �� `:' " ' I" ^ UNDERSIDE OF STAINED MAHOGANY ,,,, :' .- -. TOP RA ILBALUSTER PANELS 99 STONE TILE TO BE SELECTED 2 3 _. ° d . ' . ' � . ; . -' � .• ;. �. _ THINSET OVER WATERPROOF G 4 MEMBRANE OVER SLOPED 1 9 CONCRETE DECK. TILE TURNS f •� DOWN FACE LIP OF DECK AND TX6-T&G-PINE­FCUSH-JOINT-SOFFIT CREATES DRIP AT BOTTOM. 4 4 9 AND 1X6 FLAT TRIM STAINED TO / / — — C3 o p 1 �'. " � RESEMBLE MAHOGANY. SET OVER 2X PT— T _ CKING CRATING CAVITY FOR — - — — 5" N ELECTRICAL. PROVIDE CONDUIT TO I I n 4: `e.. REINFORCED CONCRETE BEAM �dN FORMED AND POURED TO ^ L SHAPE SHOWN COVERED WITH 9 399 FACE OF CONCRETE BEAM STUCCO PAINTED WHITE BEYOND e° d FACE OF CMU WALL 4z G °c e!J ° d ° — — °G, aG G G 4 PLAN SECTION OF 16" SQUARE �Id r -IN 9 WITCU PIER H STEEL ROEII FORC NGD ° f 7 I I I I COVERED WITH STUCCO a z O °op I a ° 3J9 699 12", 00 O ° ° O �— c- 0100 O N d a ° c " o -- —' — — — 899 69' 32,9 i O I I PLAN a o d n° % 6 ' — 51° 28 2, X I i cfl 00 I31 WALL FACE OF CONCRETE PIER SECTIONS c I I I RECESS AT CONCRETE FOR LINEAR �N �TI c ­J I I I I SSELECTED E PROPERLY PER DRAIN r / I I I PAVERS SET OVER COMPACTED SAND l FORN RECE S T DOOR SILL AS SHOWN TO I BED OVER CANTILEVERED CONCRETE ACC MMOD TE TONE UNDER FRONT EDGE OF DOOR I SHELF. EXPANSION JOINT BETWEEN ° d THRESHOLD SE1 IN STAINLESS STEEL PAN WITH WELDED I I SHELF END AND POOL SHELL I • II BAC14 AND 31DE DAMS SET OVER FLUID APPLIED I 3 a = „ — 4'_p"ROBCONTINUOUSLY FROM OPENING D WN ACROSS CONCRETE I 0" 3-0" - 1 „ I —13-18O 06 +21-8 +21 8 _ G "+ - 08-06 1 +21 1 ° 4 d 4 I g Ie _--- ° ° ° dI-1 i III 11=, I ,' — N DUPREE III ZE 11 — — - - I G — '� =1 I I =� l d ARCHITECT — - — — — — - III =- SII I ° III III r_, —I I -i l l -I I I=111-111 -, — = I ° . � T� 19f � 3� ; ; .; ..,, ;; ,; � �,R-ooio.5 � ° — — — — I I� _i 1�-1 I 1-1 ! 1 5 1'i 1 11= I I I --I 11=111 111=1 I I =1 I I I I 1-1 III I I 4 4 ___ <� �_- _-_� _ _ — � — -_ B -- ° ° nq° ° � � 1—I I�—N I—I I I_I I I—I L a ��-- �, i —— 1-1 11--111-- 11411 I I I I --- -- — LI_ -I I I—I i I--� I —1 _ I40 —1— = 1-11 I I -III= =N 1 =111-111 N w _ I I I=1 I I 111=1 I I I I I—III—I I-1 I I—III--- I III I I 74 1- 0 ,- � ,III III—III =— I -— — -__-- I I __ _I 11--1 i l III -1 I I I I I ; 141 I I-11 I I -!-I I I I WRAPPED IN J" PLYWOOD, G H r T 1 WATERPROOF MEMBRANE AND J" PVC w " a SHEETS TO BE PAINTED WHITE STAINED SAPELE MAHOGANY RAIL NG GRAY PAINTED SHOP CUT CAPPIHI 1 PVC BALUSTRADE LADDER PANELS PLAN GRAY PAINTED PVC CAP TRIM OVER � MEMBRANE OVER 'V" CUT 6X6 POST O TOP WITH PVC SHEETS OVER MEMBRANE OVER PLYWOOD AT SIDES (_] II Imo' I1—{� I I I oo I 6" II +439 -8 �4 r 1 FORM RECESS AT DOOR SILL AS SHOWN TO ACCOMMODATE STONE UNDER FRONT EDGE OF DOOR I I — `./ THRESHOLD SET IN STAINLESS STEEL PAN WITH WELDED I I W ~ BACK AND SIDE DAMS SET OVER FLUID APPLIED WATERPROOF MEMBRANE FLOWING CONTINUOUSLY FROM z OPENING DOWN ACROSS CONCRETE DECK I �I GRAY " PAINTED 2X2 PICKETS 28 ° 52 2 +34'-8 3/4" — — 4 -8 3 4 R>•o 1N�x4 svRRovND — + N FRAME ALL IN PVC ATTCHED TO a ° �� `:' " ' I" ^ UNDERSIDE OF STAINED MAHOGANY ,,,, :' .- -. TOP RA ILBALUSTER PANELS 99 STONE TILE TO BE SELECTED 2 3 _. ° d . ' . ' � . ; . -' � .• ;. �. _ THINSET OVER WATERPROOF G 4 MEMBRANE OVER SLOPED 1 9 CONCRETE DECK. TILE TURNS f •� DOWN FACE LIP OF DECK AND TX6-T&G-PINE­FCUSH-JOINT-SOFFIT CREATES DRIP AT BOTTOM. 4 4 9 AND 1X6 FLAT TRIM STAINED TO / / — — C3 o p 1 �'. " � RESEMBLE MAHOGANY. SET OVER 2X PT— T _ CKING CRATING CAVITY FOR — - — — 5" N ELECTRICAL. PROVIDE CONDUIT TO I I n 4: `e.. REINFORCED CONCRETE BEAM �dN FORMED AND POURED TO ^ L SHAPE SHOWN COVERED WITH 9 399 FACE OF CONCRETE BEAM STUCCO PAINTED WHITE BEYOND e° d FACE OF CMU WALL 4z G °c e!J ° d ° — — °G, aG G G 4 PLAN SECTION OF 16" SQUARE �Id r -IN 9 WITCU PIER H STEEL ROEII FORC NGD ° f 7 I I I I COVERED WITH STUCCO a z O °op I a ° 3J9 699 12", 00 O ° ° O �— c- 0100 O N d a ° c " o -- —' — — — 899 69' 32,9 i O I I PLAN a o d n° % 6 ' — 51° 28 2, X I i cfl 00 I31 WALL FACE OF CONCRETE PIER SECTIONS c I I I RECESS AT CONCRETE FOR LINEAR �N �TI c ­J I I I I SSELECTED E PROPERLY PER DRAIN r / I I I PAVERS SET OVER COMPACTED SAND l FORN RECE S T DOOR SILL AS SHOWN TO I BED OVER CANTILEVERED CONCRETE ACC MMOD TE TONE UNDER FRONT EDGE OF DOOR I SHELF. EXPANSION JOINT BETWEEN ° d THRESHOLD SE1 IN STAINLESS STEEL PAN WITH WELDED I I SHELF END AND POOL SHELL I • II BAC14 AND 31DE DAMS SET OVER FLUID APPLIED I 3 a = „ — 4'_p"ROBCONTINUOUSLY FROM OPENING D WN ACROSS CONCRETE I 0" 3-0" - 1 „ I —13-18O 06 +21-8 +21 8 _ G "+ - 08-06 1 +21 1 ° 4 d 4 I g Ie _--- ° ° ° dI-1 i III 11=, I ,' — N DUPREE III ZE 11 — — - - I G — '� =1 I I =� l d ARCHITECT — - — — — — - III =- SII I ° III III r_, —I I -i l l -I I I=111-111 -, — = I ° . � T� 19f � 3� ; ; .; ..,, ;; ,; � �,R-ooio.5 � ° — — — — I I� _i 1�-1 I 1-1 ! 1 5 1'i 1 11= I I I --I 11=111 111=1 I I =1 I I I I 1-1 III I I 4 4 ___ <� �_- _-_� _ _ — � — -_ B -- ° ° nq° ° � � 1—I I�—N I—I I I_I I I—I L a ��-- �, i —— 1-1 11--111-- 11411 I I I I --- -- — LI_ -I I I—I i I--� I —1 _ I40 —1— = 1-11 I I -III= =N 1 =111-111 N w _ I I I=1 I I 111=1 I I I I I—III—I I-1 I I—III--- I III I I 74 1- 0 ,- � ,III III—III =— I -— — -__-- I I __ _I 11--1 i l III -1 I I I I I ; 141 I I-11 I I -!-I I I I 5j" Aa —1-- -CE 12 OF REINFc)N(;L TL-ING; FRAMING TO 5F7-' SUPPORT 30 POUND CENTER LIGHT FIXTURE 11X6 T&G FW$H JOINT WOOD CEILING TO BE STAINED ---ta�EKRS70-]RY­_'­ lc"� Lc-) CEMENTITIOUS RAY PAINT FIBERGLASS AND PVC LOUVERED GRAY PAINT SHIPLAP SIDING SHUTTERS SET INTO PVC CLAD OPENINGS WHi E PAINTED PVC TRIM OVER ME h BRANE, I" PLYWOOD AND WOOD FRAAING ALL AROUND CLEARSTORY 00 XT I I L* �43— 8 4" N SEE STRUCTURAL FOR FRAMING TO BE WRAPPED IN J" PLYWOOD, WATERPROOF MEMBRANE AND J" PVC 'o SHEETS WITH MITERED CORNERS TO Ln BE PAINTED WHITE WEST 19 --1--- - - -- I i i I BALCONY ry—) _ _ - ^N I I I I 2)) �21 6 .1 f Joe + 3 4 3 67A 11 Z -2-2 -ZA Z� i-nioo l,<1 <7 Z-11 co co 2'— 1 0>� Q0 21 51 L�)Ioo1 In In Q0 00 II I 51 2 797 o, 32 loop 72 -----L-------- — -- — O i +43 ----- 4,3'— 8 3 4*7 _P31 1'-0" a PLAN 0 o' FOYER 3 4 +43 —8 3 4-kI CIA 00 00 C'.4 3 4 4 CIA 00 C'.4 M 00 "c 'tt � Q W O D z Z + G� W W W 44 u Ln p Q Q zl W N W cn C) z C" Z6 00 < 75 < CT) T- <7 zn 00 99 5i 99 8 2 7599 4 PLAN 3 699 12" 16" 32 WALL SECTIONS 8" +Zl 181 ST NE TILE OVER 0 4 06-13-18 Ilk 4 Zl 1=1 I 1 1 1= 77 --71 1—i I =1 I IEEI I lEl H + - n LIQ Z�l — — — — — — — — — — --1 I III I -- I A N, REE III E 4III I Z� IE9 � FE ARCHITECT = F I i 1=1 I FE1 I lE i 1 71" < L IEEI I - 111=112 4 - - —2 -III=1 I FA I lEl i 1= i I lEl I FEd I lEl I I► el IEE� El I I I ? 41_ A2��'. =-I EEI I F= I I �—J;j t I-11 L=11 1.1 1 i:L� i lEl 11=1 I F -d I F=1 11-i11=1 i i 5=1 I F�l 11=111=1 I I =� = =-I -1 < V-0, 9 11=1 11=1 I El I El I 1= 111EM 1-1 1 1-1 1 1-1 1 1-11 1---LLII- 1 1: -=: —49" — 1--� li—=H I— I E CIA 00 C'.4 M 00 "c 'tt � Q W O D z Z W� G� W W W 44 u p Q Q Q� W N W cn C) z C" PLAN 3 699 12" 16" 32 WALL SECTIONS 8" +Zl 181 ST NE TILE OVER 0 4 06-13-18 Ilk 4 Zl 1=1 I 1 1 1= 77 --71 1—i I =1 I IEEI I lEl H + - n LIQ Z�l — — — — — — — — — — --1 I III I -- I A N, REE III E 4III I Z� IE9 � FE ARCHITECT = F I i 1=1 I FE1 I lE i 1 71" < L IEEI I - 111=112 4 - - —2 -III=1 I FA I lEl i 1= i I lEl I FEd I lEl I I► el IEE� El I I I ? 41_ A2��'. =-I EEI I F= I I �—J;j t I-11 L=11 1.1 1 i:L� i lEl 11=1 I F -d I F=1 11-i11=1 i i 5=1 I F�l 11=111=1 I I =� = =-I -1 < V-0, 9 11=1 11=1 I El I El I 1= 111EM 1-1 1 1-1 1 1-1 1 1-11 1---LLII- 1 1: -=: —49" — 1--� li—=H I— I E � Q W O W� G� W ,./ � z PLAN 3 699 12" 16" 32 WALL SECTIONS 8" +Zl 181 ST NE TILE OVER 0 4 06-13-18 Ilk 4 Zl 1=1 I 1 1 1= 77 --71 1—i I =1 I IEEI I lEl H + - n LIQ Z�l — — — — — — — — — — --1 I III I -- I A N, REE III E 4III I Z� IE9 � FE ARCHITECT = F I i 1=1 I FE1 I lE i 1 71" < L IEEI I - 111=112 4 - - —2 -III=1 I FA I lEl i 1= i I lEl I FEd I lEl I I► el IEE� El I I I ? 41_ A2��'. =-I EEI I F= I I �—J;j t I-11 L=11 1.1 1 i:L� i lEl 11=1 I F -d I F=1 11-i11=1 i i 5=1 I F�l 11=111=1 I I =� = =-I -1 < V-0, 9 11=1 11=1 I El I El I 1= 111EM 1-1 1 1-1 1 1-1 1 1-11 1---LLII- 1 1: -=: —49" — 1--� li—=H I— I E 31k7% SIN I -IN o N 12 O r` r -IN 11 4'-0" 2'-q„ 12 c�3 >R1 12 D3 �1 v 4" 7, E74S O I N d. O 2'-1 M 00 �o o Q _ W O 8 a 51) 8 N Uu a - � � �� W �WWw►tiC 11 4'-0" 2'-q„ 12 c�3 >R1 12 D3 w I c" n CONCRETE BEAM RUNNIN CONC ETE BEAM IN PLANE OF EAST WEST UNDER ROOF FROM CMU ALL PRIMARY WALL TO PORC PIER OCEAN PORCH FACE OF CMU WALL 0 I I o , 43„ 4 Nal D 3 4" 2'— ,,, 1 2 3'- 3„ 2'-6" �1 75n N $ d G O ° 4" 771 O I N d. w I c" n CONCRETE BEAM RUNNIN CONC ETE BEAM IN PLANE OF EAST WEST UNDER ROOF FROM CMU ALL PRIMARY WALL TO PORC PIER OCEAN PORCH FACE OF CMU WALL 0 I I o , 43„ 4 Nal D 3 4" 2'— ,,, 1 2 3'- 3„ 2'-6" �1 I I i( 4" O N N d. O 2'-1 M 00 �o w I c" n CONCRETE BEAM RUNNIN CONC ETE BEAM IN PLANE OF EAST WEST UNDER ROOF FROM CMU ALL PRIMARY WALL TO PORC PIER OCEAN PORCH FACE OF CMU WALL 0 I I o , 43„ 4 Nal D 3 4" 2'— ,,, 1 2 3'- 3„ 2'-6" E19 m I I �1 I I i( ' O N N d. O N M 00 �o � WEE-+QN ^ I W O W E19 m I I pp M I I i( ' O r -IN Ln a 6" 00 01 F7T TUf NEI, UP C AN- U I RECESS AT CONCRETE FOR LINEAR D RY NELLS NORTH AN DRAIN. SIZE PROPERLY PER DRAIN n OUTH YARD II SELECTED , _ I PAVERS SET OVER COMPACTED SAND 9 9 9 I _ 1 3" RECESS CONCRETE SLAB 1" AND EXTEND 2 i/2" OUT 2 Q 1 , 1 „ I BED OVER CANTILEVERED CONCRETE POOL COPING SET — — — — — —(� — — — — — BEYOND FACE OF CMU WALL AT DOOR SILL I MORTAR OVER TOP I or 8 THI CUT VERS SET IN SHELF. EXPANSION JOINT BETWEEN OF CONCRETE SHEI. HINSET ORTAR OVEN SHELF END AND POOL SHELL 1' 100 SLOPE SLAB 2" TO LINEAR DRAIN RECESSED AT SLAB C CRETE S 4'-0" I JUST BEYOND EAST FACE OF CONCRETE PORCH PIERS I i 3 -1 ^ n '-8" +21+2� ff� hil '-S" I - - - - N 21'— " 9 9 9 +21 I — 1 — 8 ° v a , I �I 21 —�— 21 1 + _ ° a c I _ I� _ I Ei I I- _I I 1=i I 1=1 I ==I_= _ a Ln —_ —_ 5 d a <;1 1 0 �Z d- — a _ 2 —I L I-1 I I—I I I_I 11—! I I— a ° <7 2 2 II-1II ° I11 -11I II III — _ _ _ — 211 I ! _ —1 11=1 11=1I1=1 11=111=1 1=111- -- —_— Z. — — — — — — — —I — — _ =1 1- I_I 11--1 I I—I I i --I I I_ -I ► 21 I!-1 I I_1 I I— I I_I I I_--1 I i — G — I — —_— —_— — I — _- ISI 1=.I I =_� 1=1 +21 2 — I I== _= i i—LII—I 11-1 i 1=1 I I—III--1 12 I I 11-1--- ., t° n° -� _-=1 - 16 I 5 � zn, IL I—III I_� I I ! I I_ — - II I— III - �,, a ^ — — __ ! I �- I I I 1 I 1=1 1 1=1 1 21 1 12 1 21 I=1 12 I I =1, - L ° _I��I� I—� , — �, v _ ca � I I—III—! I �_ __ __ _—_— a I I—IIII I- 2 I I=1 1 0-- --I-- -— —___ ^ =�!_1 I I-1 11-1 I I_I I I; I ►_!—I 11 -- I III :—_ a _ Z'' J — — — — -- _ ' '-- 2 _ _-2 I <' Q � q I I --I 121 I I_ I I 1-1 11=1 I I—I I!—III—I i 1--I I I � I L I--III—I I— I��- �I I I I I I I I- I�i ' n G � ° a I I-1 I I L I I-1 112 1=1 I I-1 I—I I IHI I I-1 I I—III I I_ I I I_I I L—III III III III _ _ — — _ _ =1 I !-1 121 I I—I 12 ! !—III—III—III—I l f_ —111-1 I I -- — —1 I I=111—III 111—� I—i _ a n a a °a a 12 I I—III i i l III III ►�{-{-f=-I l=--2-=-H_I a a a a - -- W pp M O N N d. O N M 00 �o � WEE-+QN W O W Uu � � �� W �WWw►tiC W � � Qa W W W U N u�wo W �� W rsio�0 W � Q W O a � x x � W � � W c� z W 3" 6" 1 299 8„ 16" 32„ WALL SECTIONS EC06-1 3-18 8-26-18 JA )UPREE III ARCHITECT AR 001033? g- 1 � £.:.� � 1 a Im 06-13-18 08-01-18 TO BE NOTCHED A D BO TED TOGETHER AND PAINTED" O 11 GYPSUM COLIN ; BOARD « GYPSUM BOARD OVER 2X4 WOOD WHITE PAINTED PVC TRIM OVER PT WOOD - --- -- - ° ACTUAL 1" THICK VERTICAL PVC TRIM AT BLOCKING AND WALL MEMBRANE `�--- —� -- - - - ° - - - ° a STUDS AT 16" CENTERS INFILLED WITH OIUTBORAD WINDOW JAMBS ° TOP OF WALL AND SPRING POINT FOR 5 ° ° ° N ° SPRAY FOAM INSULATION i �. A VAULT BEYOND. PR)VIDE TAPERED 1" CEDAR SHAKE ROOF OVER CEDAR SIZED 3" WIDER AND 1-1/2" TALLER THAN o HOISINAY WALL SHOWN WITH d J° i --i { -.. t7 t ;. a a Cq .}ft' i �•2�' �,' yrv�h �} 'S -�- NG OVER W LL PLATE TO BLOCKING BREATHER FABRIC OVER WATERPROOF WINDOW OPENING. PRICE AS LIGHT GRAY °' TRPI L BLOCKING HERE ' ° ,z s� ' SUPPORT ROOF RATERS I MEMBRANE OVER PLYWOOD SHEATHING f 1 ff FLOOF FINISH TO BE SELECTED OVER ° 4 CONSIDERED SPACE FOR 2X12 D ° I RAILS FOR ELEVATOR. CONSULT ILYWOOD SCREWED AND GLUED TO TICAL 12 EJAMBS BA OF OD TRIM ALL G d a _ ELEVATOR MANUFACTURER REPX PVC �RIMACTUAL ETWEEN WINDOW PLAN I I d 1 o AROUND N WER PERIMETER AND FOR PTIMAL INSTALLATION d g o t e " GYPSUM BOARD OVER 2X ROOF TECH IQUE WHITE PAINTED PVC TRIM OVER PT WOOD ° 8 SIN SHAFT ENCLOSURE d FRAMING (SEE STRUCTURAL) WITH 8-1/2° SPRAY FOAM INSULATION T ° Q — _ BLOCKING AND WALL MEMBRANE M FLOOR FINISH TO BE SELECTED OVER 1 CEILING OVER ELEVATOR ° ZA T&G PLYWOOD SCREWED AND GLUED TO r�oo d ° rr d HOISI WAY FRAMED WITH 2X4'S o ° \i` 2X8 FLOOR FRAMING SPACED AT 16" A d STAIR FRAMWG Yz" GYPSU WALL BOARD OVER TYP -X GYPSU BOARD TYF ICAL AT_ TYPE -X GYPSUM BOARD TYPICAL AT cc 21 -8' - _I -- _--- - SPAC D PER STRUCTURAL — ° a ° GARAGE AND STORAGE CEILING 2X PT WO 1D BLOCKING GARAGE AND STORAGE CEILING ? ENGINEER CAPPED WITH i OVER 2)" PREFABR CATED WOO FLOOR FLOOR FINISH TO BE SELECTED OVER OVER 20" PREFABRICATED WOOD FLOOR +,31'-4" d - --- - ° IN PLYWOOD ff" t G 3'-" T&G PLYWOOD SCREWED AND GLUED TO TRUSSE3 _ TRUSSES 1X2 TRIM '0 PICTURE FRAME ELEVATOR SHAFT a n ° 2X STAIR FRAMING ° roti �_` a « LNDRY LAUNDRY WINDOW d �-1N - ---------- 13., 9" SPRAY FOAM INSULATION A ° -- 3 sf — 1 ff° 28 U dd o 1 n a ° 5� a r-- �— V -7j" AIR WINDOW F DAM S3�LANT ALL. AROUND F AME AT INTERIOR ACE ° WOOD CAP AT LOW GYPSUM BOARD OVER WOOD STUD WALL BEYOND STUDIO LOFT M E C H a e o SPACE _._.�---- - - ° --- HOISINAY FINISH SHOWN AS MEMBRANE AND TAPED TO MEMBRANE AT TOP OF --- - PLYWOOD ° STORAG _ CONTINUOUS CONCRETE CURB AT GARAGE _ - -- _ FLASHING, TYPICAL WHERE ROOF MEETS WALL A _ STUDIO I '� G z d - I d PERIMETER EXCEPT AT GARAGE DOORS TO T� _ OWNE TO DETERMINE IF THIS SPACE IS d ° % A G i ' PROVIDE LEVEL BEARING FOR CMU AND WATER BARRIER AT FLOOR AFFIX OUTLOOKERS TO SIDE OF CUSTOM DEPTH PRESSURE TREATE 6X6 SYP BRACKETS STEP SLAB AND SLOPE TO DRAIN AT 4:� TO BE CLAIMED FOR STORAGE. FINISH AS ° — — STUDS AT GABLE WALL FRAMING — _ — SPRAY FOAM INSULATION STORAGE ROOM APPR PRIATE BUT INSULATION MUST BR £.:.� � 1 a Im A n ° ° d ACTING AS GUARD TO STUDIO LOFT 67 3 f f a � 4ed d ° d 1-1/2' DIAMETER WALL MOUNTED SIN HANDRAIL ®STAIR — — +34'-8 3 —, 06-13-18 08-01-18 TO BE NOTCHED A D BO TED TOGETHER AND PAINTED" O 11 GYPSUM COLIN ; BOARD « GYPSUM BOARD OVER 2X4 WOOD ° ACTUAL 1" THICK VERTICAL PVC TRIM AT PVC AND FIBERGLASS LOUVERED BAHAMA ° - - - ° a STUDS AT 16" CENTERS INFILLED WITH OIUTBORAD WINDOW JAMBS ° TOP OF WALL AND SPRING POINT FOR 5 ° ° ° N ° SPRAY FOAM INSULATION i �. A VAULT BEYOND. PR)VIDE TAPERED 1" CEDAR SHAKE ROOF OVER CEDAR SIZED 3" WIDER AND 1-1/2" TALLER THAN o HOISINAY WALL SHOWN WITH d J° i --i { -.. t7 t ;. a a Cq .}ft' i �•2�' �,' yrv�h �} 'S -�- NG OVER W LL PLATE TO BLOCKING BREATHER FABRIC OVER WATERPROOF WINDOW OPENING. PRICE AS LIGHT GRAY °' TRPI L BLOCKING HERE ' ° ,z s� ' SUPPORT ROOF RATERS I MEMBRANE OVER PLYWOOD SHEATHING f 1 ff FLOOF FINISH TO BE SELECTED OVER ° 4 CONSIDERED SPACE FOR 2X12 D ° RAILS FOR ELEVATOR. CONSULT ILYWOOD SCREWED AND GLUED TO TICAL 12 EJAMBS t,. G d a _ ELEVATOR MANUFACTURER REPX PVC �RIMACTUAL ETWEEN WINDOW PLAN I I d 1 o A FOR PTIMAL INSTALLATION d g o t e " GYPSUM BOARD OVER 2X ROOF TECH IQUE WHITE PAINTED PVC TRIM OVER PT WOOD SIN d FRAMING (SEE STRUCTURAL) WITH 8-1/2° SPRAY FOAM INSULATION T ° Q — _ BLOCKING AND WALL MEMBRANE M FLOOR FINISH TO BE SELECTED OVER 1 ° ZA T&G PLYWOOD SCREWED AND GLUED TO r�oo d ° rr -00 o ° \i` 2X8 FLOOR FRAMING SPACED AT 16" A d STAIR FRAMWG Yz" GYPSU WALL BOARD OVER TYP -X GYPSU BOARD TYF ICAL AT_ TYPE -X GYPSUM BOARD TYPICAL AT cc 21 -8' - _I -- _--- - — ° a ° GARAGE AND STORAGE CEILING 2X PT WO 1D BLOCKING GARAGE AND STORAGE CEILING ? OVER 2)" PREFABR CATED WOO FLOOR FLOOR FINISH TO BE SELECTED OVER OVER 20" PREFABRICATED WOOD FLOOR +,31'-4" d - --- - ° IN ° ff" t G 3'-" T&G PLYWOOD SCREWED AND GLUED TO TRUSSE3 _ TRUSSES 1X2 TRIM '0 PICTURE FRAME ELEVATOR SHAFT a n ° 2X STAIR FRAMING ° roti �_` a « LNDRY LAUNDRY WINDOW d COPPER FLASHING UNDER LAST TWO SHINGLES - ---------- SPRAY FOAM INSULATION A ° 3 sf — 1 ff° 28 U dd o 1 n a ° 5� a r-- �— V -7j" AIR WINDOW F DAM S3�LANT ALL. AROUND F AME AT INTERIOR ACE ° WOOD CAP AT LOW GYPSUM BOARD OVER WOOD STUD WALL BEYOND STUDIO LOFT M E C H a e o SPACE _._.�---- - - ° --- A n ° ° d ACTING AS GUARD TO STUDIO LOFT 67 3 f f a � 4ed d ° d 1-1/2' DIAMETER WALL MOUNTED SIN HANDRAIL ®STAIR — — +34'-8 3 —, SIN +49' -0 1 4" TOWER I � d I BAN OF WOOD TRIM ALL AROUND T WER PERIMETER AND SHAFT ENCLOSURE CEILIt G OVER ELEVATOR HOISINAY FRAMED WITH 2X4'S SPAC D PER STRUCTURAL ENGI EER CAPPED WITH PLYWOOD HOIS*AY FINISH SHOWN AS J" C «I � N 0000 M M 00 <Co woW�� ;:41 w� u MSI z W W w U N Q 0 M 1 WQ QQ�Wc� W P:; o o ti O a C 06-13-18 08-01-18 TO BE NOTCHED A D BO TED TOGETHER AND PAINTED" O 11 A « GYPSUM BOARD OVER 2X4 WOOD ° PVC AND FIBERGLASS LOUVERED BAHAMA ° - - - STUDS AT 16" CENTERS INFILLED WITH ° SHUTTERS BY ATLANTIC PREMIUM SHUTTERS 5 ° ° N ° SPRAY FOAM INSULATION i A 1" SIZED 3" WIDER AND 1-1/2" TALLER THAN o d J° i --i { -.. t7 t ;. a a Cq .}ft' i �•2�' �,' yrv�h �} 'S WINDOW OPENING. PRICE AS LIGHT GRAY �i ° I I f 1 ff FLOOF FINISH TO BE SELECTED OVER CUSTOM COLOR BUT CONSIDER COLORN "SAND AS ALTERNATE PRICE. D ° T&G ILYWOOD SCREWED AND GLUED TO -642" G d a _ I I d o 4 d g o t e 3" 'J ° A _ d T ° Q — _ M FLOOR FINISH TO BE SELECTED OVER ° ZA T&G PLYWOOD SCREWED AND GLUED TO r�oo d ° rr -00 o J \i` 2X8 FLOOR FRAMING SPACED AT 16" A d STAIR FRAMWG �" TYP -X GYPSU BOARD TYF ICAL AT_ TYPE -X GYPSUM BOARD TYPICAL AT cc 21 -8' - _I -- _--- - ° GARAGE AND STORAGE CEILING GARAGE AND STORAGE CEILING ? OVER 2)" PREFABR CATED WOO FLOOR FLOOR FINISH TO BE SELECTED OVER OVER 20" PREFABRICATED WOOD FLOOR +,31'-4" d - --- - ° IN ° ff" t G 3'-" T&G PLYWOOD SCREWED AND GLUED TO TRUSSE3 _ TRUSSES ELEVATOR SHAFT a n FROM SPACE UNDER STAIR 2X STAIR FRAMING ° roti �_` -,�z LNDRY LAUNDRY d COPPER FLASHING UNDER LAST TWO SHINGLES d SPRAY FOAM INSULATION A ° STORAGE RISING 8" UP WALL OVER WATERPROOF ° o SPACE ° ° --- MEMBRANE AND TAPED TO MEMBRANE AT TOP OF ° STORAG CONTINUOUS CONCRETE CURB AT GARAGE _ - -- _ FLASHING, TYPICAL WHERE ROOF MEETS WALL A STUDIO '� G d - I d PERIMETER EXCEPT AT GARAGE DOORS TO _ OWNE TO DETERMINE IF THIS SPACE IS d ° % G i ' PROVIDE LEVEL BEARING FOR CMU AND WATER BARRIER AT FLOOR PRESSURE TREATE 6X6 SYP BRACKETS STEP SLAB AND SLOPE TO DRAIN AT 4:� TO BE CLAIMED FOR STORAGE. FINISH AS ° — — — _ — SPRAY FOAM INSULATION STORAGE ROOM APPR PRIATE BUT INSULATION MUST BR — — < CEDAR SH KE ROOF OVER CEDAR k ------- r, " d BREATHER FA RIC OVER WATERPROOF MEMBRANE OVER s " PLYWOOD SHEATHING, _ M" GYPSUM BOARD d +17'-8" +17 -8' T — — -8" +17'— — TYPICAL 1 d ° N A s—IN <i9 y" �I C11,1 5 ff — ° ° _ — A ° SIN +49' -0 1 4" TOWER I � d I BAN OF WOOD TRIM ALL AROUND T WER PERIMETER AND SHAFT ENCLOSURE CEILIt G OVER ELEVATOR HOISINAY FRAMED WITH 2X4'S SPAC D PER STRUCTURAL ENGI EER CAPPED WITH PLYWOOD HOIS*AY FINISH SHOWN AS J" C «I � N 0000 M M 00 <Co woW�� ;:41 w� u MSI z W W w U N Q 0 M 1 WQ QQ�Wc� W P:; o o ti O a C 06-13-18 08-01-18 TO BE NOTCHED A D BO TED TOGETHER AND PAINTED" O 11 A « GYPSUM BOARD OVER 2X4 WOOD ° ° STUDS AT 16" CENTERS INFILLED WITH ° 5 ° ° N SPRAY FOAM INSULATION A 1" o d J° i --i { -.. t7 t ;. a a Cq .}ft' i �•2�' �,' yrv�h �} 'S ° FLOOF FINISH TO BE SELECTED OVER T&G ILYWOOD SCREWED AND GLUED TO G d a _ 2X1 I d o d g o t e 3" 'J d ° Q ZA r�oo d ° -00 A J \i` �" TYP -X GYPSU BOARD TYF ICAL AT_ TYPE -X GYPSUM BOARD TYPICAL AT cc 21 -8' - _I -- _--- - ° GARAGE AND STORAGE CEILING GARAGE AND STORAGE CEILING ? OVER 2)" PREFABR CATED WOO FLOOR OVER 20" PREFABRICATED WOOD FLOOR - --- - ° BLOCKING TO SEPARATE WALL CAVITY t G 3'-" TRUSSE3 TRUSSES a FROM SPACE UNDER STAIR ° LNDRY LAUNDRY d SPRAY FOAM INSULATION A ° STORAGE ° o SPACE ° I --- ° STORAG CONTINUOUS CONCRETE CURB AT GARAGE _ - -- _ A G d PERIMETER EXCEPT AT GARAGE DOORS TO _ OWNE TO DETERMINE IF THIS SPACE IS d ° G i PROVIDE LEVEL BEARING FOR CMU AND WATER BARRIER AT FLOOR PRESSURE TREATE 6X6 SYP BRACKETS STEP SLAB AND SLOPE TO DRAIN AT 4:� TO BE CLAIMED FOR STORAGE. FINISH AS ° — — — _ — SIN +49' -0 1 4" TOWER I � d I BAN OF WOOD TRIM ALL AROUND T WER PERIMETER AND SHAFT ENCLOSURE CEILIt G OVER ELEVATOR HOISINAY FRAMED WITH 2X4'S SPAC D PER STRUCTURAL ENGI EER CAPPED WITH PLYWOOD HOIS*AY FINISH SHOWN AS J" C «I � N 0000 M M 00 <Co woW�� ;:41 w� u MSI z W W w U N Q 0 M 1 WQ QQ�Wc� W P:; o o ti O a C 06-13-18 08-01-18 TO BE NOTCHED A D BO TED TOGETHER AND PAINTED" O 11 « « GYPSUM BOARD OVER 2X4 WOOD d ° STUDS AT 16" CENTERS INFILLED WITH ° 5 ° ° N SPRAY FOAM INSULATION 1" o ° FLOOF FINISH TO BE SELECTED OVER T&G ILYWOOD SCREWED AND GLUED TO G 2X1 FLOOR FRAMING SPACED AT 16" d o d o t e 'J ° d ° -00 A cc 21 -8' ° BLOCKING TO SEPARATE WALL CAVITY G FROM SPACE UNDER STAIR d SPRAY FOAM INSULATION A ° ° o SPACE ° I --- CONTINUOUS CONCRETE CURB AT GARAGE PERIMETER EXCEPT AT GARAGE DOORS TO _ OWNE TO DETERMINE IF THIS SPACE IS d ° G i PROVIDE LEVEL BEARING FOR CMU AND WATER BARRIER AT FLOOR d ° STEP SLAB AND SLOPE TO DRAIN AT 4:� TO BE CLAIMED FOR STORAGE. FINISH AS ° — — — _ — STORAGE ROOM APPR PRIATE BUT INSULATION MUST BR — — PROTECTED PER CODE k ------- r, d I _ +17'-8' +17'-8" +17 -8' T — — -8" +17'— — — s—IN <i9 y" C11,1 5 ff — ° ° _ — A ° ' g„ _—=i — — I - G r 98 = __— ________ I I 11- I-1 I I 11-1 I CI I I ° ° as 4 , A I _ _ _ = — -^ _ -1 I 1=1 I I—III—I 11-1 I I_; I III III I I I= -- —I I i—III—I — III_LII-1�l=�►=1►—�i1_- — I I—III—) — —1 I :� — - — = —1 I I—I �1-1�1-1�1 I ° a ° __ a _III—III —III' !I I i-1 l I—III—I I —'.- _� I —I -� I I III -- I—I I .I — I = J --1 C d ° ° d° ►=III=i ►1-1 I 1-1 I—I = 1=1 I II d - - _ — -1 I-- I i I I—III—i I I—I I 1=� '- I ! =►! 1=►! —�Ii=►I ►► ISI— II_ m _ I = 1 ►=1 I _ _ =I III - I i_-- ° a ° __ I I—I — _ I IE I I I L' _ III— __ —_ , _ _ _ ,– - i—� I-11 I I I 1-11 I—III ° ° e c —_ G III=1 —_— III—III—� I I—III—III 1=I 11=1 -— 11—� ►—I ►_► I H — —I I =1 1= I—I 1— ►_ — _I — I—I ►_ _ _ ° ° d ° _ — G —-= -1 i i-1 I I=► ►�►-I�1-11I I= �- i1=► ►=1 11=1 I►=f 11=► ►1=� I �=_� I __ =1 I i —_ ' — I i 1=III—I i I—� 1-1 11= ---- __ 1=1► I I►► ►�-1 I i—► I I I = —__— ;—► ► I-� 1=1 I I I ==______ I I=1 I ►= I A °° I IE I I ___ I 1—� 1— 11-1 11-4.] II I i_I-1 _— ° ° d ___ III—III—I i i_—I -- _—� i I iI I I III III =1 (—III—I I I_I I I=1 I I—III—III—i ! —III -1 I __ I—I I I—III I, i _I 1-1 IF I I! I I—I I I_I—I 11— � I—LII—I_I I—I I I I ! I__i I--III—III—III—III—III_—, �.__ ° a ° Q a— ° --- — — _ 1 SIN +49' -0 1 4" TOWER I � d I BAN OF WOOD TRIM ALL AROUND T WER PERIMETER AND SHAFT ENCLOSURE CEILIt G OVER ELEVATOR HOISINAY FRAMED WITH 2X4'S SPAC D PER STRUCTURAL ENGI EER CAPPED WITH PLYWOOD HOIS*AY FINISH SHOWN AS J" C «I � N 0000 M M 00 <Co woW�� ;:41 w� u MSI z W W w U N Q 0 M 1 WQ QQ�Wc� W P:; o o ti O a C 3" 6" 12" 8" 16" 32" WALL SECTIONS 18,93 06-13-18 08-01-18 C O 11 « « 3" 6" 12" 8" 16" 32" WALL SECTIONS 18,93 06-13-18 08-01-18 JA DUPREE III ARCHITECT AR �r11n3 u a 0 0 WHITE PAINTED PVC TRIM OVER PT WOOD BLOCKING AND WALL MEMBRANE _._.-+49'-0 1-4' -- MEMBRANE STEPS OUT OVER BLOCKING CONCRETE BOND BEAM PER --, STRUCTURAL SLO ED WOOD G ILING EYOND a a4 STAIR H LL WHITE PAINTED PVC TRIM OVER PT WOOD BLOCKING AND WALL �� MEMBRANE MEMBRANE STEPS OUT OVER 0 r-7�)Ioo 3'-0" 2' 4'-0" 4.r j T4 o a <, r21 8' , d d p 1 -1 I 1 11-�--_ I I � _ — — �--_ I l if III =11 i I 1=1 1 ; I I I—I _ I I I I_ 11—I I I—I —I I 1=III-111 -I I II III =III=1 ISI 1=1111 I II III —III— LEI !-III=111=1 I I K EH I -EI I I—III_ IIFE I I ILf-1 —1I1= 1=1II 111—!1 E!I!=1_ 111=II��=! I 1=1 I I III=11!=1I-� —1 I I__I I I- 11=1 11—I 11_1 I I1I= th a e d e=III—III--I i!—III-1 11-_1 11 _ I =1 11 d I 1=! 1 x=11 !_! 11 1 I I _III -1_ e =1 11=1 11= I I I—EI 11-1 11=1Ii_I 1=111= Q 111=1 I !— I I I--1 I!-1 11 III -1 I i_ —I 11-11i =1 11= I I I-1 -1 I I=1 11=1 I=1 11=1 11=1 I I—I I I=1 I I—I I i=1 I I-- 11=1 II=_! II I-1 11=1 11=1 I I-1 I I-1 11-1 I I-1 I IE -1 I til 11=1 11 --1 11 1=III=I I! =I i I=1 I I i i III—i i I I 1 I I I I I I—III--I 1 I 11= -1 I1= I I I--III=III= I I F=-1 11=111 �11=! �Q0 0 I IT,<] 111 +329-899 12 sp 1� x+34' =8 3 4" +32'-8'r, DINING OOM WHITE PAINTED PVC TRIM OVER PT WOOD BLOCKING AND WALL �� MEMBRANE MEMBRANE STEPS OUT OVER 0 r-7�)Ioo 3'-0" 2' 4'-0" 4.r j T4 o a <, r21 8' , d d p 1 -1 I 1 11-�--_ I I � _ — — �--_ I l if III =11 i I 1=1 1 ; I I I—I _ I I I I_ 11—I I I—I —I I 1=III-111 -I I II III =III=1 ISI 1=1111 I II III —III— LEI !-III=111=1 I I K EH I -EI I I—III_ IIFE I I ILf-1 —1I1= 1=1II 111—!1 E!I!=1_ 111=II��=! I 1=1 I I III=11!=1I-� —1 I I__I I I- 11=1 11—I 11_1 I I1I= th a e d e=III—III--I i!—III-1 11-_1 11 _ I =1 11 d I 1=! 1 x=11 !_! 11 1 I I _III -1_ e =1 11=1 11= I I I—EI 11-1 11=1Ii_I 1=111= Q 111=1 I !— I I I--1 I!-1 11 III -1 I i_ —I 11-11i =1 11= I I I-1 -1 I I=1 11=1 I=1 11=1 11=1 I I—I I I=1 I I—I I i=1 I I-- 11=1 II=_! II I-1 11=1 11=1 I I-1 I I-1 11-1 I I-1 I IE -1 I til 11=1 11 --1 11 1=III=I I! =I i I=1 I I i i III—i i I I 1 I I I I I I—III--I 1 I 11= -1 I1= I I I--III=III= I I F=-1 11=111 �11=! �Q0 0 I IT,<] 111 +329-899 12 sp 1� x+34' =8 3 4" +32'-8'r, —R -� /4" OOM N M H 0 N M 00 �W o W � u �x u { rr �� w� �W(��'►tiC p� W �a z W U� ^^W F�u W H wM Q W —R -� /4" a 399 6„ 12" g99 16" 32,9 e o e ' DINING WALL SECTIONS a 18,04 e y 06-13-18 08-06-18 a +2i' In lI 44 d —� 1jjfff I_I M 1=1 11=1 W CD �W o �x u w� p� W �a z W a 399 6„ 12" g99 16" 32,9 e o e ' DINING WALL SECTIONS a 18,04 e y 06-13-18 08-06-18 a +2i' In lI 44 d —� 1jjfff I_I M 1=1 11=1 N -�- t i i O CAc W W� Wrl q w I ocV H a w Q Fri M c N v �7 UD i cl\ N � � a r J; i Y z� '00, SIN 0 7 c6 c 66 I, 6 n 'o 0, ZO 00, 40 G 66 J to i con 40 LUGoo M77— v c v v o y o — oo U) I 1-1I I I 7. I� iHI I x _I ---I — � — I -IIF % l r e_ i N III I W as H s -. i - —I II—II.I—III-I Zt-�ZZw W z z -. SONO -moo ID O~ z¢ U� — ZS S N �wO U W ^ /: _ i l l_ _ wwQ w w � Ww d w�YS U=� Or�zO in N dew W O1-1 Ely -,p �I z wwz > N 7 :."J `� mcnazU� (n T—:, —�z cn = z a\— X - I I V 1 �1 O g o lO W. O W W' a u h l l-, Z LL __C-- Qzo d D M Z¢ 4 (n Z w O W J m Z \ W N mow~' Z N [� ���� O W Mzw�mC,� 0-,61 civ o s''= 0 1- zo CoQ= �g¢w / N o o i cnw�oowww w 2 W U.F-lJi�d(,U Zdd zo (/i J dUOZJ w0-,6 `n II—III-111=- g� o Q a" W< „0-,� W(1WINIW ONIN3d0 Ol H030 o m 1 Z U N I I ( � I � I � I I I I � I 3 99 6 99 ^ 2", 99 I 699 1699 3299 WALL SECTIONS I I 805I I I 06-13-18 08-06-18 I I I I JAME ' W DUPREE !I! ARCHITECT I I I I ARS 0)O 0 1 '-R 3 /4" +34' —8 3 4" — Q e , M R _ ad � d i" 4 2'-1" 1'-10" 12 �5 a PLAN "•c 'moi' z MH L a d o o � 4 N aa: ° 4 - 4 +21'-8' a ° a B B =► ! !=1 FEE =1 I =1 I !-= _ ! 11=1 I I I=1 I I=1 11=1 I I I =III=111=111=1 I 1=1II=11 I=1 111 II =1 11=1 11=1 11=1 11=1 _ III=1 I 1=1 I I =11 I-1 _ _ _ _ I—-_ I _ -- _ _1 LIE ILS--11-�---1-u--, , � a, _ _ ___ 11=1 11=1 I I-1 I_�_-1 I I I i 1=I I 1=1 I l—III i !=!11—= �_I=11�=�_sl 11i=11!_...! i I=iI I—I i I—I 11— — — — — —1 = I=1 ! I=! =1 ! 1=1 I 1=111-=!11=111=I =11!=III=!I! ; ! ! a _ — _ ! _I I (I I I—I I I—I I !_ I I-111—! I I--1 I! a 4 a a I I I--111— ! I I—I I l —111—I Q = i 11-1 I I; I I !— __= 1 I I—I 1=1 11 111----1 11- I !—I ! !I!— ! � d m _; I= =1 11=1 11=! a I—I i 1-1 I I—III—I 11= i I I—III =1 I I-1 laa a I! III ___ I I 1=1 11=111=1 11^I I I 11 i-1 I I HI 11=! 11`111 1 I __ —_ _— a-- II—III-111 — a4a —_ __ —_ _ _ ®— I_I!—I— ! ! — I=111=11 !—! 1 — _ _ _ 11=1 I I- I I-1 !{ -- ,'-6,1 511 1=1 11-111=I i 1= III=1 I I- -I I-1=1 ! __�' 1-1 I I =1 11=1 11=1 11=1 —I 11-1 I i—I 11=1 II_I=1—=1 11==1 I I_=1 L I-=-�, i_2=-1 I I -I I I-11.1=1 I I =111=1 ISI I I—I i 1-1. I ___ I I--1 I I—III— iI- oo -8 3 4" 41' " PLYFOR 1X6 SOFNTINUOUSROOF WCONTINUOUS SROOFING WEE-�1N FRAMINGMAINTAIN W � Q SPACING o 751 i 00 00 CLOSET 4 a PLAN "•c 'moi' z MH L a d o o � 4 N aa: ° 4 - 4 +21'-8' a ° a B B =► ! !=1 FEE =1 I =1 I !-= _ ! 11=1 I I I=1 I I=1 11=1 I I I =III=111=111=1 I 1=1II=11 I=1 111 II =1 11=1 11=1 11=1 11=1 _ III=1 I 1=1 I I =11 I-1 _ _ _ _ I—-_ I _ -- _ _1 LIE ILS--11-�---1-u--, , � a, _ _ ___ 11=1 11=1 I I-1 I_�_-1 I I I i 1=I I 1=1 I l—III i !=!11—= �_I=11�=�_sl 11i=11!_...! i I=iI I—I i I—I 11— — — — — —1 = I=1 ! I=! =1 ! 1=1 I 1=111-=!11=111=I =11!=III=!I! ; ! ! a _ — _ ! _I I (I I I—I I I—I I !_ I I-111—! I I--1 I! a 4 a a I I I--111— ! I I—I I l —111—I Q = i 11-1 I I; I I !— __= 1 I I—I 1=1 11 111----1 11- I !—I ! !I!— ! � d m _; I= =1 11=1 11=! a I—I i 1-1 I I—III—I 11= i I I—III =1 I I-1 laa a I! III ___ I I 1=1 11=111=1 11^I I I 11 i-1 I I HI 11=! 11`111 1 I __ —_ _— a-- II—III-111 — a4a —_ __ —_ _ _ ®— I_I!—I— ! ! — I=111=11 !—! 1 — _ _ _ 11=1 I I- I I-1 !{ -- ,'-6,1 511 1=1 11-111=I i 1= III=1 I I- -I I-1=1 ! __�' 1-1 I I =1 11=1 11=1 11=1 —I 11-1 I i—I 11=1 II_I=1—=1 11==1 I I_=1 L I-=-�, i_2=-1 I I -I I I-11.1=1 I I =111=1 ISI I I—I i 1-1. I ___ I I--1 I I—III— iI- CD I • 14111' 11S11p<►!»'iv 2X 12 1 X6 T&G 00D FL I I 12 4 [:�:� oo 41' 0 2 1" c) CD I • 14111' 11S11p<►!»'iv 2X 12 1 X6 T&G 00D FL I I 12 4 [:�:� ALUMINUM STANDING SEAM ROOF WITH MIN. 1" HIGH RIBS SPACED AT 16" WITH INTERMEDIATE STRIATIONS SEALED WITH SILVER COLORED KYNAR 500 TYPE FLUOROPOLYMER FINISH SET OVER SELF -ADHERING, SELF -HEALING, WALKABLE, HIGH TEMP., WATERPROOF UNDERLAYMENT SUCH AS BORAL TILE SEAL OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING OVER CONVENTIONAL FRAMING SEE STRUCTURAL DRAWINGS. WALL MEMBRANE TO CONTINUOUSLY COVER CMU AND FORMED CONCRETE AT WINDOW OPENING AND PT WOOD BUCKS AT OPENING. TURN STORAGE ROOFING MEMBRANE UP WALL TO BASE OF PRECAST SILL. BEND METAL FLASHING TO SET IN MASTIC OVER MEMBRANE AT STORAGE ROOF AND TURN UP WALL AND UNDER PRECAST SILL. 9" 5'-4" oo 41' 0 `O Nd N c) WEE-�1N W � Q W r l 00 �-IN V� U� 0 QWWw .a u�wo d' a r -IN W Q� p!o�o F—I 79 �-IN I"7 z d- H N aQ 4 QQ Q. 0 ^I V AA Q ALUMINUM STANDING SEAM ROOF WITH MIN. 1" HIGH RIBS SPACED AT 16" WITH INTERMEDIATE STRIATIONS SEALED WITH SILVER COLORED KYNAR 500 TYPE FLUOROPOLYMER FINISH SET OVER SELF -ADHERING, SELF -HEALING, WALKABLE, HIGH TEMP., WATERPROOF UNDERLAYMENT SUCH AS BORAL TILE SEAL OVER 5/8" EXTERIOR GRADE PLYWOOD SHEATHING OVER CONVENTIONAL FRAMING SEE STRUCTURAL DRAWINGS. WALL MEMBRANE TO CONTINUOUSLY COVER CMU AND FORMED CONCRETE AT WINDOW OPENING AND PT WOOD BUCKS AT OPENING. TURN STORAGE ROOFING MEMBRANE UP WALL TO BASE OF PRECAST SILL. BEND METAL FLASHING TO SET IN MASTIC OVER MEMBRANE AT STORAGE ROOF AND TURN UP WALL AND UNDER PRECAST SILL. 9" 5'-4" 12 2 4a a 99 6 99 1 2,9 aGi 00 4 da. 8„ 16" 3299 0 ROLL UP GARAGE DOOR 4° a n 4 _- = i — I i —_-= I_ " STUCCO WALL MEMBRANE OVER OVER CMU=I- I ! ! i -! !- -Iii--! ! I_I 1-1 I!—I I.1-111=111=1 I I WALL I1 I= 11=1 I I=1 11=1 11=1 11=1 ! I=1 I I=1 i I=1 11=1 I I- -I I IE I I 1=1 1IE- ��!_! SECTIONS 111-=1 11=1 11=1 11=1 I I-1 11=1_I 1=1 -! C B EACH STORAGE R !_! I i !=1 11=! ! I==! 11=i !!=1 ! != !=_!II !11=1 I 1=! ! !=1 ! !=ill=1 1==!11=1 !=!_186 Q . Q CONCRETE SLAB SLOPED TO DRAIN !=1 I I-=11 I=! ! !-1 I I-1 ! !—) ! I—I ! !---! I !-11!—! ! ! —! `—! ! !-1 ! I—! I I—I ! ! - 111 • =1 11=1 11=! 11=111=1 11=1 11= i 0 6 Ili��! !Ii -1 I-!--- �a _ _ _ a a a 4 ° 4Q _qaI_I I I—! ! I=! I I—LII—I i 1�-III—! ! !—!I! �--11 I—! ! i ;--! i !- ; ! I !_L ! I—! I Li --I ! !—_ zA I d- d a 4 _., I I_i 0.8 —0 6-18 a a ° d _ ° _ — a _! I I —! I I=1 I I=1 ! !—III -1 ! I_i I !— l_I—!I!—L!—I i i—!11 -111--I _— a __ _ 1=1 11= I i=! I 1-1 1I— _ —_ _ w DUPREE III — — — — — — T — — — _ —_ — ARCHITECT __, I— 1=1 I F I 1=1 l I_I 11=111=1 I!=1 I I=1 I I=1 11=1I_ -- I=1 ! I-- -� I I _!! I—I 11—!I!� -I ! i_ — _ _ -! ! 1=! ! !=111_1 ! ! AR -0010382 I I--111 _ _ — -- -- — _ — — — _ =1 I I—I I I—I ! 1= 1 I I—1 11--111=1 I 1-1 I 1 — — — — a I=11=III III = _ _ _ _ — — =1 I I=� 1 I I—I 11=I 11-1 I I I,I I_ -- —— ___ --- = I 1=1 I I—I 11= I I—III- ..III � _ a a f _ _ _ _ -- _ _ !I—III I_ _ _ -- — — — — = I- I 1=1 I I=1.11=1 I 1=1 I 1-1 I I I I a a 11—I 11=1 I_I _ -- a — �„-III I i 1=111-1 11=1 I I___ 1-1 I 1=1 I 1=1 ! 1=161=! I I I I ! _ _ l'-2 = _ _ _ _ _ —__ _III—III—III-1 I I—III—III--1 I I- - — _ _ ' _ = Iel I I=i i !__, I !— !--! I I—I ! !_ ! I—III_II�—I I !—1 i f 1 I ! I1=111—III=1 I I-1 1- __I 11=1 I I_I I I I I_ __ = I i 1= —_ -1 11=1 11=1 __III =11 I- =1 11= I i 1=1 11=1 11=1 11=1 11=1 I I =111=1 I I-=1 I I I I 1< EL oo 0 `O Nd N c) WEE-�1N W � Q W r l O V� U� w QWWw .a u�wo W Q� p!o�o F—I z 12 2 4a a 99 6 99 1 2,9 aGi 00 4 da. 8„ 16" 3299 0 ROLL UP GARAGE DOOR 4° a n 4 _- = i — I i —_-= I_ " STUCCO WALL MEMBRANE OVER OVER CMU=I- I ! ! i -! !- -Iii--! ! I_I 1-1 I!—I I.1-111=111=1 I I WALL I1 I= 11=1 I I=1 11=1 11=1 11=1 ! I=1 I I=1 i I=1 11=1 I I- -I I IE I I 1=1 1IE- ��!_! SECTIONS 111-=1 11=1 11=1 11=1 I I-1 11=1_I 1=1 -! C B EACH STORAGE R !_! I i !=1 11=! ! I==! 11=i !!=1 ! != !=_!II !11=1 I 1=! ! !=1 ! !=ill=1 1==!11=1 !=!_186 Q . Q CONCRETE SLAB SLOPED TO DRAIN !=1 I I-=11 I=! ! !-1 I I-1 ! !—) ! I—I ! !---! I !-11!—! ! ! —! `—! ! !-1 ! I—! I I—I ! ! - 111 • =1 11=1 11=! 11=111=1 11=1 11= i 0 6 Ili��! !Ii -1 I-!--- �a _ _ _ a a a 4 ° 4Q _qaI_I I I—! ! I=! I I—LII—I i 1�-III—! ! !—!I! �--11 I—! ! i ;--! i !- ; ! I !_L ! I—! I Li --I ! !—_ zA I d- d a 4 _., I I_i 0.8 —0 6-18 a a ° d _ ° _ — a _! I I —! I I=1 I I=1 ! !—III -1 ! I_i I !— l_I—!I!—L!—I i i—!11 -111--I _— a __ _ 1=1 11= I i=! I 1-1 1I— _ —_ _ w DUPREE III — — — — — — T — — — _ —_ — ARCHITECT __, I— 1=1 I F I 1=1 l I_I 11=111=1 I!=1 I I=1 I I=1 11=1I_ -- I=1 ! I-- -� I I _!! I—I 11—!I!� -I ! i_ — _ _ -! ! 1=! ! !=111_1 ! ! AR -0010382 I I--111 _ _ — -- -- — _ — — — _ =1 I I—I I I—I ! 1= 1 I I—1 11--111=1 I 1-1 I 1 — — — — a I=11=III III = _ _ _ _ — — =1 I I=� 1 I I—I 11=I 11-1 I I I,I I_ -- —— ___ --- = I 1=1 I I—I 11= I I—III- ..III � _ a a f _ _ _ _ -- _ _ !I—III I_ _ _ -- — — — — = I- I 1=1 I I=1.11=1 I 1=1 I 1-1 I I I I a a 11—I 11=1 I_I _ -- a — �„-III I i 1=111-1 11=1 I I___ 1-1 I 1=1 I 1=1 ! 1=161=! I I I I ! _ _ l'-2 = _ _ _ _ _ —__ _III—III—III-1 I I—III—III--1 I I- - — _ _ ' _ = Iel I I=i i !__, I !— !--! I I—I ! !_ ! I—III_II�—I I !—1 i f 1 I ! I1=111—III=1 I I-1 1- __I 11=1 I I_I I I I I_ __ = I i 1= —_ -1 11=1 11=1 __III =11 I- =1 11= I i 1=1 11=1 11=1 11=1 11=1 I I =111=1 I I-=1 I I I I 1< EL W V l W � Q W � � F—I d- H 12 2 4a a 99 6 99 1 2,9 aGi 00 4 da. 8„ 16" 3299 0 ROLL UP GARAGE DOOR 4° a n 4 _- = i — I i —_-= I_ " STUCCO WALL MEMBRANE OVER OVER CMU=I- I ! ! i -! !- -Iii--! ! I_I 1-1 I!—I I.1-111=111=1 I I WALL I1 I= 11=1 I I=1 11=1 11=1 11=1 ! I=1 I I=1 i I=1 11=1 I I- -I I IE I I 1=1 1IE- ��!_! SECTIONS 111-=1 11=1 11=1 11=1 I I-1 11=1_I 1=1 -! C B EACH STORAGE R !_! I i !=1 11=! ! I==! 11=i !!=1 ! != !=_!II !11=1 I 1=! ! !=1 ! !=ill=1 1==!11=1 !=!_186 Q . Q CONCRETE SLAB SLOPED TO DRAIN !=1 I I-=11 I=! ! !-1 I I-1 ! !—) ! I—I ! !---! I !-11!—! ! ! —! `—! ! !-1 ! I—! I I—I ! ! - 111 • =1 11=1 11=! 11=111=1 11=1 11= i 0 6 Ili��! !Ii -1 I-!--- �a _ _ _ a a a 4 ° 4Q _qaI_I I I—! ! I=! I I—LII—I i 1�-III—! ! !—!I! �--11 I—! ! i ;--! i !- ; ! I !_L ! I—! I Li --I ! !—_ zA I d- d a 4 _., I I_i 0.8 —0 6-18 a a ° d _ ° _ — a _! I I —! I I=1 I I=1 ! !—III -1 ! I_i I !— l_I—!I!—L!—I i i—!11 -111--I _— a __ _ 1=1 11= I i=! I 1-1 1I— _ —_ _ w DUPREE III — — — — — — T — — — _ —_ — ARCHITECT __, I— 1=1 I F I 1=1 l I_I 11=111=1 I!=1 I I=1 I I=1 11=1I_ -- I=1 ! I-- -� I I _!! I—I 11—!I!� -I ! i_ — _ _ -! ! 1=! ! !=111_1 ! ! AR -0010382 I I--111 _ _ — -- -- — _ — — — _ =1 I I—I I I—I ! 1= 1 I I—1 11--111=1 I 1-1 I 1 — — — — a I=11=III III = _ _ _ _ — — =1 I I=� 1 I I—I 11=I 11-1 I I I,I I_ -- —— ___ --- = I 1=1 I I—I 11= I I—III- ..III � _ a a f _ _ _ _ -- _ _ !I—III I_ _ _ -- — — — — = I- I 1=1 I I=1.11=1 I 1=1 I 1-1 I I I I a a 11—I 11=1 I_I _ -- a — �„-III I i 1=111-1 11=1 I I___ 1-1 I 1=1 I 1=1 ! 1=161=! I I I I ! _ _ l'-2 = _ _ _ _ _ —__ _III—III—III-1 I I—III—III--1 I I- - — _ _ ' _ = Iel I I=i i !__, I !— !--! I I—I ! !_ ! I—III_II�—I I !—1 i f 1 I ! I1=111—III=1 I I-1 1- __I 11=1 I I_I I I I I_ __ = I i 1= —_ -1 11=1 11=1 __III =11 I- =1 11= I i 1=1 11=1 11=1 11=1 11=1 I I =111=1 I I-=1 I I I I 1< EL 2' —3 1'-11499 2X1 2 RAFTERS 79 9 99 _IN _IN 00 2X1 2 RAFTERS <In 11" 79 9 99 <In 11" Lrs _ I I 00 00 N Q0 O I r�ld- \\ o HALL � V9b Jf!'I.K/L (IfNI�IVI� al 1. Elm 79 1,-01 2 Lrs _ I I 00 00 N Q0 O I r�ld- \\ o HALL � V9b Jf!'I.K/L (IfNI�IVI� al 1. Elm uuui�!a ZEN 1'-2" W BALCi NY co I I O I o I SKM 0 ,+J4'-8 3/4" r — t d as d d III III WaOn GRAY PAINTED PVC SHEETS 1 I MITERED GLUED CORNERS I FR T POOC� I II I V -3'I I o I I° d I STUCCO PLAN t i I I I I III -1 11-1 11= I I 1=1 11=1 11=1 11=-1 _i 1=1 I I I-111=1 I I I DI:I_I=1 11=1 11== -i 11=1 11=i 11=111=11 I =1111 11=1 11-11=1 11=! (1=1 11=1 I_-, I—III—! I I—III- i I-111=1 �1 11 I ---III ;-III- I =1 I !=1 11=1 I I- 1=1 S =! ! I= d ax I !_! I!=1 i 1=! I!=1 I I- 1-1 11=1 11=1 I I-1 I I-1 11=,; III—! I I-1 I I-1 I I-1 11—! I I—I I I—I I I—! I ISI I I—I I I-1 I I—! !—I !—! 1—! i- =1 I I I_I I I I i=-! 1=1 ! I!=1 11— 11-1 i I- -=1II_� ! I _l ! ! __�l_l—LII-1 ► ! !_!! �! !_I_LL�1� �! !_! I r 4 Qd d �d _ I i°_ 11 =1 _ ° I_!-_=_ III=1 11=! I I-1 I I=1 11=1 I I-1 I1 111=1 11=111=1 I I-1 11=1 I I-1 -1 I I= 11-1 11=i ! I I I —I 1 ,_.—I 1 1=1 11=! I- 1111 II FEE - III=1 ! I_III-1 I I I __ _ I -I T — —��El I IHE ! —1 I !—I I 1=1 I I I I —I ! !-1 I —1 I I ! I ----I I I-- ° 111 I 1 ! =1 11=1 11=1 11=1 I I=1 I I-1 11=1 11=1 11= 11=' 11=1 11=1 11=1 11=1 I =1 11=1 I I=1 11=_ I I!=1 I I1 I I—III—I 1=1 11=1 11— =11 !=1 I I-1 I I— I I=! !.1-=1 I FE I11=1 f 1=1 I I—III =1 H= } }=1 I--�11-� H -=N 1— —II I-1 11-1 11=1 1 1=111=1 11=1 11=1 I IE 11 �I I I— i_I L= I I 1=1 I II I I_� __ 11� I I 1=1 11=111= 1 I 27 79 � - — 04 c M�No M 00 2' � ��—+ �i � N Q 4 t2 °' � 2 W� p p 5 r, 1" W 5 z WZ� W p 1 _ LC)I00 C 14 +143'-8 3 4" 12 SIN �' ti�,,, W a Q0 z I 19 — 99 SHIPLAPI SIDING r�ld- o PVC SHEET ��IHIPLASIDING� --- PLAN APERED OR TI TED 2X PVC CAP WITH P C TIN _ 1.-3.. SKIRT OVER CEvIENTITIOUS SIDING INSIDE BALCONY AND VC SHEET OUTSIDE BALCONY - OVER FLUID AP LIED WATERPROOFING OVER 2 WALL FRAMING ET ON CONCRETE BALCONY. WATERPROOF MEMBRANE AT BALCONY AN = --- ►�""1 CRICKET ROOF TO TURN UP FACE OF WAI L = PROVIDE ADDITIONAL ALUMINUM FLASHING WALL AGAINST ROOF.35, M ---I i I PVC SHEET HERE FOR FLUSH N CONTINUATIOIN AT COLUMN AND --_ -- Q E PILASTER. SURFACE NOTVVW 6j" CONSIDERED READILY VISIBLE. B ` , MAY DISCUS IN FIELD. THI ET 7ONE TIE OVER WATE PR00 N OVER r --- — t = �T IN CO RET B CONY. _ 00 + 1 4'1 81 — N i 52r -F m 12 1 G1 , 5� I 177 tD �; - d < p ° d � H 32'- 8 „ I 51 d V ' I I I _-- co I - N a. d 8"- 4 r d d a - i-111=1 I != � I i 1=111= a _ _ I II -i I I III=1 11=1 d I I I� I 11= 111=1 I! I I 1=1 I !— i 1=1 I =11 I-=1 I I=1 I I III= =!! !=1 11=1 I III I I I=— III=1 11=1 II I—I 11 i t—I I, =1 11=1 1= 1 !- =111=1 I l=1 11=1 III 11=1 I!=1 11= =1 I =1 11=1 I!=1 I I I! 1=1 I U 1-1 11=1 11=f 11=1 111 = I I 1=! 11=111= !—! 11=1 ! ! III- -r 1=H I_ m I= -_H 1-1=--H-I- I — ' I=1 [=I (I=11 ! =1 I I 1 1 1=1' 1=1 I!=1 I_I=1 1=11 11 I 1 II 111=1 I I-=1 I1=1 I I-1 11-1 I! ! 1=3 I I I= 11 d a d 11-=1 11=1 11=1 I!=1 11=1 11Qo I-111— I -- 1I III I I-111-11- -_�; =1 ! I 1 I W I I= 11=1-1 I I 4 III I I=11 I-=! 11=1! I=1 I I-1 I II I I i II 1= 329—S99 3" 6" 12" 899 16" 3277 WALL SECTIONS 18,97 06-13-18 JAMES W DUPREE III ARCHITECT AR -0010382 m"� A TE H LL b I a 2'- 4" 377 2 -04 3./4" - _ -PIT 12 2'-4" 3'-0" 12 4 12 4 3'-0" -� _-- +49'-0 +49'-0 1 4 �. 2,6. t, FACE OF PLYWOOD ALIGNS WITH FACE OF FACE OF PLYWOOD ALIGNS WITH FACE OF CMU BELOW CMU BELOW TOWER TO ER u ...----- d I 421 Ie l lel I! ° d d d a 1=I I I EI I I 9' C I I!-III-ILI 1=1 I lel I I 4 !111Ei 11=1 ! 1=1 i -- !_� IEI I I 1E 1 I I; ,I I! d� 11181 I Iel I IEI I !el I Iel_I i= �° f I(=1 I I -III -I - - - - i - I J= 1+!=--=-�-I�I I !-- - 4 I -I 11a I I -I i ! 1 EI I Iel I I 1EI I1el I1==1I III lel I I EI 118111 -- 11=I I I=1 _ 1=1 I I F I ---I I! ii -1 11-1 I I- =1 11=1 11=f 11-1 ! 1=1 11-1 ! 1-1 I ,_-III q i 11=1 11-1 da I I ! ! I -I I !-! I !-! ! IE - 1 -11 _ ° a _ III -III 1-111=1 =_ =1 I ;1 11=1 I =III= I I 1 MEI I IEI I IEI I Ie I IEI I lel 11=III=-1 =1 11=1 11- =11 I - -- - =1 I I=1 =1 I !--1 I 1-- 11- -111=! 11=1 ! 1=1 11=1 ! 1=1 =1 I I ° -11 1=11 !=1 III = � - = I III1 I I - _ =!,I IEHII I III=_I I f I=! 11=1 I =1 11=111 I =III _ =1 11=1 11=i a� +43'- 124 00 N - +43'-8 3/44 0 Tn STUDIO L NDING I 0 -- VESTIBULE 00 a M 0 N N d- C? d° 4'-7" W o d W a z Q 12 I6 d ' d � z W 5,� d. f QQ�wN 6° QUARTER ROUND PAINTED PT WOOD W BLOCK AT WALL END OF 6X10 PAINTED r— SHOWER PORCH 1-4 N w W � a c Q „ 3„ 4 4 a 0 Q 4 SIN Q °a as ,9 a� +43'- 124 00 N - +43'-8 3/44 0 Tn STUDIO L NDING I 0 -- VESTIBULE ER CMU 00 a M 0 N N d- C? d° 4'-7" W o d W a z Q 12 I6 d ' d � z W 5,� d. f QQ�wN 6° QUARTER ROUND PAINTED PT WOOD W BLOCK AT WALL END OF 6X10 PAINTED PT WOOD BEAM SHOWER PORCH ER CMU 00 a M 0 N N d- C? O W o a W a z � z W 1.4 QQ�wN Wil W 1-4 N w W z ER CMU rte, W W o a � z W i +17 Q8" M 1=II! - ^I I I-111-11 L; III -III -1 _ �-- I`r-) - - _- - - - -_-I- a c ! I -III -III =111= -111-! 1 -- -__ d ! ! !-III-! ! !-! ! -! ! !_! ! !- I I I -I I I -I I 2 a - - _ _. = - --111=1 L I=- 1 I _ c - - _ _ _ I I 11- a 3" 6„ 12„ 8" 16" 32" WALL1LL SECTIONS 18,08 06-13-18 JAME W UPREE III ARCHITECT AR -0010382 /ff/ 2)-1)) I3)) 1 94 I CD d _ I 1Ip" 2-1 _ - 11 2X CEMENTITIOUS TRIM 1'-9j„ 1 " r I BEYOND AT TOP STUCCO WALL „ 5„ 12 - o ° I I I QUARTER ROUND PAINTED PT WOOD BLOCK AT WALL END OF 6X12 PAINTED PT WOOD BEAM 1 6 T&G FLUSH J01 PINE CEILING >� T BE STAINED STUCCO OVER CONCRETE BEAM SHAPED AS SHOWN -- — a ----- I I 1X6 T&G FLUSH JOINT PINE CEILING FACE OF FRAMING ALIGNS WITH > )�A I FACE OF CMU BELOW 1�- 3 NORTH C— I 1 PRECAST CONCRETE CAP WITH BLOCK OUT AT I STUCCO OVA MBEYOND I I � � CENTER TO ALLOW PASSAGE OF 4X4 STAINLESS PRECAST CONCRETE CAP FRONT O STEEL TUBE EPDXY SET INTO CONCRETE AT 12X12 I SET OVER MORTAR OVER I 1 p O p H I I CMU PILASTER BLOCK PIER. TUBE SUPPORTS POR I THOROCOAT MEMBRANE COMPOSITE 2X BEAM PER STRUCTURAL DRAWINGS OVER 8” CMU WALL 00i n a s I 1 i I STONE BACKSPLASH THINSET OVER THOROCOAT - -✓• n - a I WHITE PAINTED % RAN" STUCCO OVER CONCRETE FILLED o MEMBRANE OVER 8" CMU ° O N WALL lb 12X12 CMU PILASTER BLOCK PIER o i I o 10" o FIBER LASS AND PVC LOS D LOU ER S U ER I o r a I L� - MOUN ED TO WALL AS f C VERING WINIJO SIZ D %g" STUCCO OVER o i THOROCOAT MEMBRANE G I TO M TCH ADJACENT W NDO OVER 8" CMU WALL n 2'-0' 9� ° 00 I � ---- Q lalco - — a < X" ° � EXTERIOR GRADE CABINET d- SYSTEM WITH STONE d. COUNTER TOP FLANKING 7 ` ° PREC ST CONCRETE TRIM T MATO SI A I Y GAS GRILL, SELECTION AND d ADJA NT WINDOW ( °n DESIGN TO BE DETERMINED _ a _ I I " IK,� I I 2'-6" TWO PIECE PRECAST CONCRETE TRIM CONTINUES 4 c I I' FROM FRONT PORCH WALL TO TRIM BASE OF PIERS ALONG NORTH FRONT PORCH PIER AND d I 3" EXPAND INTO RUNNING CAP OVER 16" CMU - x I SUPPORT WALL BELOW. co i A a, - - 4 _ - - J 9-90ECO VER -- I_I—I I—I I I—III { STAIRAND LD 41—.! I i ---I I I --I 11-- TYPICAL BALCONY RAIL AT STAIR WITH POSTS I!I I!I—III a d ° — . - — — — EMBE DED IN CONCRETE a `j" STUCCO OVER 16" CMU WALL WITH PRECAST T ° _..-- CONCRETE CAP _ i=l i I, e V-4"� - I --- _ _ - a I ii !=i i 1=I I !=1 I I_! I 1=1 11=! I I <I Z, 1-=111=III—III_III—=111_.---III — — F 1 —8" =1 =! I i=1 1=1 (1=! I �_! ! 1=1 I I=� I I=! ! !_ I-1 I! -- — — _ _ _ �.IIII!=1II=!II x!11 =1�! III=1I! �° a a II�-1�I III IIII III _ _ r 1=1 I !=1 ! 1=! 11 `� 1-1 I ! n _ _ _ a °°—I i !_—III._- —_ aI—III-III=1 I --III— I I_I—I I I=1 a ml 1=1 I I III— _I 11=1 11=I a d I _-- — I I _ ,_ I I 1=1 i 1=1 11=I I I_=1 11= III ado -- -- -- —_-- a d° 1= 11--1 11—! ! 1 I I—I i 1=1 I I= I! I—I i I-1 11=1 I!-1 I!—i I-1 I I a a4 a— - I = —I l I�i l I—III--III— Iii—1 — --- -- — I I=i I I—Iii—. I I 1--, i I I -I_ I I I=1 i 1= I I, I I I=, i L_I 11=1 I I—III—I 11— i I—III— I =1 - •_-= III_ -1 11-1 11-1 11—III—I_I 1-1 I I—I _ -- _--� I_�� I� =1 11=11 I -� 1-- III 1=1 ii— III I I— I-1 11=1 I; I I_I I i—i I I I_ — -— —__,` N ^ I j 10 e h h F i21-4 -1 1 I 1'-4" 11 —7 4 )) 1 1 1 2, 0j„ I I z 12 00 I ^ a i IN I CD r—I clllj z ktn I 10„ 2)) � I I I 52 dg I I W — I Nil I � r (l} 7777' ° d r <t o I I I 12 as I 2X PVC BOARD RUNNING LEVEL BUT TILTED TO DRAIN 10" OVER WATERPROOF MEMBRANE OVER 2X6 WALL - FRAMING SANDWICHED BY 1/2" PLYWOOD ALL SET ON ° ° �3g°— 4' �. � , ; -. - SLOPING CONCRETE BALCONY FLOOR 1X CEMENTITIOUS SHIPLAP SIDING OVER WATERPROOF °Al )) 2 )) d ° MEMBRANE OVER J" PLYWOOD AND 2X6 WALL FRAMING a 41 PROVIDE ADDITIONAL FLASHING AT BASE Of WALL ° a OVERLAPPING TYPICAL WATERPROOFING AT WALL AND Lc) I ` . Z I FLOOR cV 10" 2.. 4>-21" I I" GAP AT BASE OF SIDING OVER STONE TILE SET OVER WATERPROOF MEMBRANE OVER CONCRETE FLOOR I51" +34'-8 34"— — — — N N I ASH_ STON TURNS DOWN OVER FACE FLING SET OVER FLOOR MEMBRANE OVER CONCRETE. BOTTOM OF FLASHING CEMENTITIOUS TRIM AT CEMENTITI w I TUCKED UNDER CEDAR SHINGLES SET OVER VENTING BASE WOOD WALL AND SIDING TURNS CORNER - - > MESH OVER SAME MEMBRANE STARTING AT CONCRETE AN RUNNING DOWN ACROSS TOP OF 1X T&G ROOF AND TERMINATES AT EITHER Q SHEATHING NAILED TO 2X6 RAFTERS ROOF FACE FLASHING OR END RAFTER AGAINST WALL ' 12 OR FACE OF WOOD BEAM �3 a I d _ I 1Ip" 2-1 _ - 11 2X CEMENTITIOUS TRIM 1'-9j„ 1 " r I BEYOND AT TOP STUCCO WALL „ 5„ 12 - o ° I I I QUARTER ROUND PAINTED PT WOOD BLOCK AT WALL END OF 6X12 PAINTED PT WOOD BEAM 1 6 T&G FLUSH J01 PINE CEILING >� T BE STAINED STUCCO OVER CONCRETE BEAM SHAPED AS SHOWN -- — a ----- I I 1X6 T&G FLUSH JOINT PINE CEILING FACE OF FRAMING ALIGNS WITH > )�A I FACE OF CMU BELOW 1�- 3 NORTH C— I 1 PRECAST CONCRETE CAP WITH BLOCK OUT AT I STUCCO OVA MBEYOND I I � � CENTER TO ALLOW PASSAGE OF 4X4 STAINLESS PRECAST CONCRETE CAP FRONT O STEEL TUBE EPDXY SET INTO CONCRETE AT 12X12 I SET OVER MORTAR OVER I 1 p O p H I I CMU PILASTER BLOCK PIER. TUBE SUPPORTS POR I THOROCOAT MEMBRANE COMPOSITE 2X BEAM PER STRUCTURAL DRAWINGS OVER 8” CMU WALL 00i n a s I 1 i I STONE BACKSPLASH THINSET OVER THOROCOAT - -✓• n - a I WHITE PAINTED % RAN" STUCCO OVER CONCRETE FILLED o MEMBRANE OVER 8" CMU ° O N WALL lb 12X12 CMU PILASTER BLOCK PIER o i I o 10" o FIBER LASS AND PVC LOS D LOU ER S U ER I o r a I L� - MOUN ED TO WALL AS f C VERING WINIJO SIZ D %g" STUCCO OVER o i THOROCOAT MEMBRANE G I TO M TCH ADJACENT W NDO OVER 8" CMU WALL n 2'-0' 9� ° 00 I � ---- Q lalco - — a < X" ° � EXTERIOR GRADE CABINET d- SYSTEM WITH STONE d. COUNTER TOP FLANKING 7 ` ° PREC ST CONCRETE TRIM T MATO SI A I Y GAS GRILL, SELECTION AND d ADJA NT WINDOW ( °n DESIGN TO BE DETERMINED _ a _ I I " IK,� I I 2'-6" TWO PIECE PRECAST CONCRETE TRIM CONTINUES 4 c I I' FROM FRONT PORCH WALL TO TRIM BASE OF PIERS ALONG NORTH FRONT PORCH PIER AND d I 3" EXPAND INTO RUNNING CAP OVER 16" CMU - x I SUPPORT WALL BELOW. co i A a, - - 4 _ - - J 9-90ECO VER -- I_I—I I—I I I—III { STAIRAND LD 41—.! I i ---I I I --I 11-- TYPICAL BALCONY RAIL AT STAIR WITH POSTS I!I I!I—III a d ° — . - — — — EMBE DED IN CONCRETE a `j" STUCCO OVER 16" CMU WALL WITH PRECAST T ° _..-- CONCRETE CAP _ i=l i I, e V-4"� - I --- _ _ - a I ii !=i i 1=I I !=1 I I_! I 1=1 11=! I I <I Z, 1-=111=III—III_III—=111_.---III — — F 1 —8" =1 =! I i=1 1=1 (1=! I �_! ! 1=1 I I=� I I=! ! !_ I-1 I! -- — — _ _ _ �.IIII!=1II=!II x!11 =1�! 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I T -Id- PROPOSED VIEW FROM NORTHWEST NOTE: ALL PERSPECTIVE DEPICTIONS HEREIN 0 S� J 327777 WO Jkl", INTENDED TO REPRESENT EXACT APPEARANCE. e, o jE o o M W � � A 3z PROPOSED VIEW FROM NORTHWEST NOTE: ALL PERSPECTIVE DEPICTIONS HEREIN 0 ARE CONCEPTUAL IN NATURE AND NOT J 327777 WO INTENDED TO REPRESENT EXACT APPEARANCE. e, o o o M W � � rym) PROPOSED VIEW FROM NORTHWEST PROPOSED VIEW FROM SOUTHEAST PROPOSED VIEW FROM WEST PROPOSED VIEW FROM WEST AT COURT PROPOSED VIEW FROM EAST NOTE: ALL PERSPECTIVE DEPICTIONS HEREIN 0 ARE CONCEPTUAL IN NATURE AND NOT J PROPOSED VIEW FROM SOUTHEAST PROPOSED VIEW FROM WEST PROPOSED VIEW FROM WEST AT COURT PROPOSED VIEW FROM EAST PROPOSED VIEW FROM SOUTHWEST PROPOSED VIEW FROM NORTHEAST NOTE: ALL PERSPECTIVE DEPICTIONS HEREIN 0 ARE CONCEPTUAL IN NATURE AND NOT WO INTENDED TO REPRESENT EXACT APPEARANCE. e, o o o M W � � rym) � ® 4 W Q'' � � 4 PROPOSED VIEW FROM SOUTHWEST PROPOSED VIEW FROM NORTHEAST GROUND LEVEL PERSPECTIVE VIEWS 20 02-05-18 02-22-18 06-14-18 j opp -E IV acM Tec? AR k- 0 WO W � � rym) GROUND LEVEL PERSPECTIVE VIEWS 20 02-05-18 02-22-18 06-14-18 j opp -E IV acM Tec? AR k- t w O if a V � x v x � �T� w � � W H � z Q W AERIAL VIEW FROM NORTHWEST , a i 1 4 , v a gat VIEW FROM NORTHEAST BALCONY VIEW FROM SOUTHEAST BALCONY F AERIAL PERSPECTIVE VIEWS w O a V � x x U d �T� w � � W H � z Q W F AERIAL PERSPECTIVE VIEWS PROPOSED VIEW FROM KITCHEN TO SOUTHEAST PROPOSED VIEW FROM LIVING TO NORTHEAST PROPOSED VIEW FROM LIVING TO NORTHWEST k: i PROPOSED VIEW FROM LIVING TO KITCHEN ON AXIS KKUUJCU V ACVv rKUiV► o u LIIv IIIIvv uav /-\nIJ NOTE: ALL PERSPECTIVE DEPICTIONS HEREIN ARE CONCEPTUAL IN NATURE AND NOT INTENDED TO REPRESENT EXACT APPEARANCE PROPOSED VIEW FROM HALL TO DINING PROPOSED VIEW FROM FOYER TO DINING ir 2 , K f PROPOSED VIEW FROM DINING TO HALL W r e, , 0 � Q W O a � E^ 'A ' J v l k� � M11A1� W v W 3�� t,• rtr s 3 � � a d W F ra �• fo- r r+� 4 ` 1 t rt S" ar l s a I �� Jr r< G i � t f 'k Mx P iY s r .l9 4• rK p .7= r *-n r r4i 4 y � WES 'Y'SK31", 1p PROPOSED VIEW FROM LIVING TO NORTHEAST PROPOSED VIEW FROM LIVING TO NORTHWEST k: i PROPOSED VIEW FROM LIVING TO KITCHEN ON AXIS KKUUJCU V ACVv rKUiV► o u LIIv IIIIvv uav /-\nIJ NOTE: ALL PERSPECTIVE DEPICTIONS HEREIN ARE CONCEPTUAL IN NATURE AND NOT INTENDED TO REPRESENT EXACT APPEARANCE PROPOSED VIEW FROM HALL TO DINING PROPOSED VIEW FROM FOYER TO DINING ir 2 , K f PROPOSED VIEW FROM DINING TO HALL W 0 � Q W O a � x x v W � � W v W � � � a d W INTERIOR PERSPECTIVE VIEWS 12-22-17 02-05-78 06-14-18 JAM UPREE III ARCHITECT AR -001? —/ MARK WIDTH HEIGHT 28 10'-0" 8'-0" 29 3'-0" 8'-0- 30 31 3'-0" -� 32 33 2'-8"8'-0" 2'-8" 8'-0" 34 35 PR 2'-6" PR 2'-6" 3'-0" 3'-0" 1\36 1 2'-6" 1 8' -0 - STAINED STAINED STAINED STAINED CLEAR STAINED STAINED STAINED STAINED STAINED BRONZE BRONZE BRONZE BRONZE STAINED STAINED STAINED STAINED STAINED STAINED STAINED BRONZE GRAY OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL RUBBED BRONZE FINISH LEFT -- • -- STAINLESS STEEL RIGHT -- RUBBED BRONZE FINISH RIGHT -- RUBBED BRONZE FINISH LEFT -- RUBBED BRONZE FINISH NA SEE HAFELE HAWA CONCEPTA 25 RUBBED BRONZE FINISH RIGHT 2'-8" RUBBED BRONZE FINISH LEFT -- RUBBED BRONZE FINISH RIGHT RUBBED BRONZE FINISH NA 6 -- -4' PANELS SLIDING FROM CENTER TO FIXED SIDES RUBBED BRONZE FINISH LEFT 2'-4" 2'-4" RUBBED BRONZE FINISH LEFT RUBBED BRONZE FINISH LEFT MAY BE FIXED - _- RUBBED BRONZE FINISH RIGHT 8'-0" W-0" 9'-0" RUBBED BRONZE FINISH RIGHT -_ RUBBED BRONZE FINISH RIGHT -- RUBBED BRONZE FINISH RIGHT -- RUBBED BRONZE FINISH RIGHT -- RUBBED BRONZE FINISH RIGHT -- RUBBED BRONZE FINISH RIGHT -- STAINLESS STEEL NA -- 8'- 0" 65 3'-0" 8'-0" SOLID CORE WOOD ALUMINUM STAINED OIL RUBBED 3RONZE FINISH RIGHT -- MARK WIDTH HEIGHT 28 10'-0" 8'-0" 29 3'-0" 8'-0- 30 31 3'-0" -� 32 33 2'-8"8'-0" 2'-8" 8'-0" 34 35 PR 2'-6" PR 2'-6" 3'-0" 3'-0" 1\36 1 2'-6" 1 8' -0 - STYLE HINGED -DOUBLE -FULL LITE -WOOD HINGED - SINGLE -2 PANEL HINGED - DOUBLE -2 PANEL CASED OPENING CASED OPENING HINGED - SINGLE -2 PANEL POCKET - SINGLE -2 PANEL SHOWER SINGLE HINGED - SINGLE -2 PANEL HINGED - SINGLE -2 PANEL BIFOLD-DOUBLE-2 PANEL -POCKET HINGED - SINGLE -2 PANEL POCKET - SINGLE -2 PANEL SLIDING - TRIPLE - FULL LITE FOLDING GLASS WALL HINGED - SINGLE - FULL LITE SLIDING - DOUBLE - FULL LITE HINGED - SINGLE -2 PANEL HINGED - SINGLE -2 PANEL HINGED - SINGLE -2 PANEL HINGED - SINGLE -2 PANEL HINGED -SINGLE -2 PANEL -2 WAY SWING HINGED - SINGLE -2 PANEL HINGED - SINGLE -2 PANEL HINGED - SINGLE - FULL LITE OVERHEAD - SECTIONAL FIRST FLOOR DOOR SCHEDULE MATL GLAZING MAHOGANY WOOD/GLASS TEMPERED, INSULATED, LOW -E, TURTLE GLASS", IMPACT SOLID CORE WOOD -- SOLID CORE WOOD -- COLOR STAINED STAINED STAINED OIL OIL OIL MATL OVERHEAD - SECTIONAL- 8 PANEL MAHOGANY CLAD SOLID CORE WOOD HARDWARE WING REMARKS RUBBED BRONZE FINISHNA !RIGHT SOLID CORE WOOD RUBBED BRONZE FINISH -� RUBBED BRONZE FINISH NA -` HINGED - SINGLE - FULL LITE -- -- NA NA -` -- CASING TRIM TO MATCH DOORS CASING TRIM TO MATCH DOORS SOLID CORE WOOD S OLID CORE WOOD FRAMELESS PIVOTING GLASS SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD ALUMINUM CLAD WOOD/GLASS ALUMINUM CLAD WOOD/GLASS ALUMINUM CLAD WOOD/GLASS ALUMINUM CLAD WOOD/GLASS SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD SOLID CORE WOOD ALUMINUM CLAD WOOD/GLASS FIBERGLASS CLAD STEEL -- -- -- -- CLEAR TEMPERED 1/2" -- -- -- -- -- TEMPERED, INSULATED, LOW -E, 'TURTLE GLASS", TEMPERED, INSULATED, LOW -E, TURTLE GLASS", TEMPERED, INSULATED, LOW -E, 'TURTLE GLASS", TEMPERED, INSULATED, LOW -E, 'TURTLE GLASS", -- -- -- -- -- -- -- TEMPERED, INSULATED, LOW -E, 'TURTLE GLASS", -- IMPACT IMPACT IMPACT IMPACT IMPACT STAINED STAINED STAINED STAINED CLEAR STAINED STAINED STAINED STAINED STAINED BRONZE BRONZE BRONZE BRONZE STAINED STAINED STAINED STAINED STAINED STAINED STAINED BRONZE GRAY OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL OIL RUBBED BRONZE FINISH LEFT -- RUBBED BRONZE FINISH LEFT -- STAINLESS STEEL RIGHT -- RUBBED BRONZE FINISH RIGHT -- RUBBED BRONZE FINISH LEFT -- RUBBED BRONZE FINISH NA SEE HAFELE HAWA CONCEPTA 25 RUBBED BRONZE FINISH RIGHT 2'-8" RUBBED BRONZE FINISH LEFT -- RUBBED BRONZE FINISH RIGHT RUBBED BRONZE FINISH NA 6 -- -4' PANELS SLIDING FROM CENTER TO FIXED SIDES RUBBED BRONZE FINISH LEFT 2'-4" 2'-4" RUBBED BRONZE FINISH LEFT RUBBED BRONZE FINISH LEFT MAY BE FIXED - _- RUBBED BRONZE FINISH RIGHT 8'-0" W-0" 9'-0" RUBBED BRONZE FINISH RIGHT -_ RUBBED BRONZE FINISH RIGHT -- RUBBED BRONZE FINISH RIGHT -- RUBBED BRONZE FINISH RIGHT -- RUBBED BRONZE FINISH RIGHT -- RUBBED BRONZE FINISH RIGHT -- STAINLESS STEEL NA -- 8'- 0" 65 MARK 40 GARAGE LEVEL STYLE MATL OVERHEAD - SECTIONAL- 8 PANEL MAHOGANY CLAD SOLID CORE WOOD HINGED -SINGLE -2 PANEL -FIBERGLASS SOLID CORE WOOD HINGED - SINGLE -2 PANEL SOLID CORE WOOD HINGED - SINGLE -2 PANEL SOLID CORE WOOD HINGED - SINGLE -2 PANEL SOLID CORE WOOD HINGED - SINGLE - FULL LITE ALUMINUM CLAD WOOD/GLASS HINGED - DOUBLE SOLID CORE WOOD HINGED - DOUBLE SOLID CORE WOOD HINGED - SINGLE -2 PANEL SOLID CORE WOOD MARK 40 WIDTH PR 3'-0" HEIGHT 8'-0" 41 PR 2'-6" 8'-0" 42 2'-6" 8'-0" 43 2'-8" 8'_0„ 44 2'-8" COLOR 45 2'-4" 8'-0" 46 OIL RUBBE BRONZE FINISH HINGED 47 2'-8" 8'-0" 48 2'-6" 8'-0" 49 50 2'-8" 2'-4" 8'-0- 51 2'-4" 7'-0" 52 2'-0" 8'-01, 53 2'-8" 8'-0" ---j7 54-4" FINISH 8'-0" 55 56 2'-4" 2'-4" 8'-0" 57E2'- 5'-6" 5'-6" SOLID CORE WOOD 8'-0" W-0" 9'-0" 60" OIL RUBBED RONZE FINISH 61 4-0" HINGED 62 -2 PANEL 0. 63 3'-0" OIL RUBBED 64 RIGHT -- 8'- 0" 65 3'-0" 8'-0" - DOOR SCHEDULE GLAZING MARK WIDTH HEIGHT 66 3'-0" 8'-0" 67 3'-0" 8'-0" 68 PR V-6" 8'-0" 69 2'-6" 6'-8" - DOOR SCHEDULE GLAZING COLOR STAINED HARDWARE STAINLESS STEEL SWING REMARKS NA IMPACT RATED SCHEDULE STAINED OIL RUBBED BRONZE FINISH LEFT -- __ GRAY GRAY OIL RUBBED BRONZE FINISH OILRUBBED BRONZE FINISH LEFT LEFTGRAY GLAZING COLOR OIL RUBBE BRONZE FINISH RIGHTTEMPERED, g"TURTLE INSULATED,GLASS," IMPACT BRONZE OIL RUBBE BRONZE FINISH HINGED __ GRAY GRAY OIL RUBBE BRONZE FINISH OIL RUBBEP BRONZE FINISH NA -- NA -- __ GRAY OIL RUBBE6 BRONZE FINISH LEFT -- COTTAGE GROUND FLOOR DOOR SCHEDULE MARK WIDTH HEIGHT STYLE MATL GLAZING COLOR HARDWARE SWING REMARKS 101 15'-0" 7'-0" OVERHEAD - SECTIONAL -16 PANEL MAHOGANY CLAD SOLID CORE WOOD STAINED STAINLESS STEEL NA IMPACT RATED COTTAGE GROUND FLOOR WINDOW SCHEDULE MARK I WIDTHI HEIGHT HEAD HEIGHT SILL HEIGHT I STYLE I MATERIAL I HARDWARE COLOR GLAZING REMARKS COTTAGE SECOND STUDIO SECOND FLOOR DOOR SCHEDULE SCHEDULE COTTAGE I MATL IGLAZING COLOR HARDWARE SWING REMARKS REPLACE EXISTING MARK WIDTH HEIGHT STYLE MATL GLAZING COLOR HARDWARE OIL RUBBED BRONZE FINISH I RIGHT I MAY SWING REMARKS REMARKSSS"/IMPACT REPLACES EXISING WINDOW— 102 HINGED -SINGLE -2 PANEL SOLID STYLE -- STAINED MATL CLAD WOOD/GLASS TEMPERED/INSULATED/LOW-E/"TURTLE GLASS"/IMPACT BRONZE OIL RUBBED IRONZE FINISH NA SOLID HINGED - DOUBLE -FULL LITE ALUMINUM LEFT =_ STAINED OIL RUBBED BRONZE FINISH NA -- CORE WOOD HINGED - DOUBLE -2 PANEL SOLID CORE WOOD _ STAINED OIL RUBBED RONZE FINISH RIGHT -- OIL RUBBED HINGED -SINGLE -2 PANEL SOLID CORE WOOD BRONZE STAINED OIL RUBBED RONZE FINISH RIGHT -- 2'LA -8" HINGED -SINGLE -2 PANEL SOLID CORE WOOD ALUMINUM STAINED OIL RUBBED 3RONZE FINISH RIGHT -- INSULATED/LOW-E/"TURTLE GLAS /IMPACT HINGED -SINGLE -2 PANEL SOLID CORE WOOD __ STAINED OIL RUBBED IRONZE FINISH LEFT -- CLAD WOOD HINGED - SINGLE -2 PANEL SOLID CORE WOOD _- STAINED OIL RUBBED 3RONZE FINISH LEFT -- 6'-10" POCKET -SINGLE-2 PANEL SOLID CORE WOOD RUBBED STAINED OIL RUBBED 3RONZE FINISH LEFT -- DOW HINGED - SINGLE -2 PANEL SOLID CORE WOOD 2'-8" STAINED OIL RUBBED 3RONZE FINISH RIGHT -- BRONZE FINISH POCKET - SINGLE -2 PANEL SOLID CORE WOOD EMERGENCY STAINED OIL RUBBED RONZE FINISH LEFT -- 6'-10" HINGED - SINGLE -2 PANEL SOLID CORE WOOD CLEAR TEMPERED 1 2" CLEAR STAINLE S STEEL RIGHT -- BRONZE SHOWER SINGLE 'TURTLE GLASS", FRAMELESS PIVOTING GLASS . CASEMENT STAINED OIL RUBBED 3RONZE FINISH LEFT -- BRONZE HINGED - SINGLE -2 PANEL SOLID CORE WOOD - STAINED OIL RUBBED 3RONZE FINISH RIGHT -- ALUMINUM HINGED - SINGLE -2 PANEL SOLID CORE WOOD __ STAINED OIL RUBBED RONZE FINISH LEFT -- CLAD WOOD/GLASS HINGED - SINGLE -2 PANEL SOLID CORE WOOD BRONZE FINISH STAINED OIL RUBBED 3RONZE FINISH RIGHT -- IMPACT HINGED - SINGLE -2 PANEL SOLID CORE WOOD CASEMENT STAINED OIL RUBBED RONZE FINISH RIGHT -- INSULATED, HINGED - SINGLE -2 PANEL SOLID CORE WOOD CLEAR TEMPERED 12' CLEAR STAINLE ;S STEEL LEFT -- CASEMENT CASEMENT SHOWER SINGLE BRONZE FINISH FRAMELESS PIVOTING GLASS INSULATED, STAINED OIL RUBBED 3RONZE FINISH LEFT -- CASEMENT HINGED -SINGLE -2 PANEL SOLID CORE WOOD TEMPERED/INSULATED/LOW-E/"TURTLE GLASS"/IMPACT BRONZE OIL RUBBED BRONZE FINISH RIGHT SLIDING - TRIPLE - FULL LITE ALUMINUM CLAD WOOD/GLASS TEMPERED/ INSULATED/LOW-E/"TURTLE GLASS"/IMPACT BRONZE OIL RUBBED ALUMINUM CLAD WOOD/GLASS RINAT __ -- SLIDING - TRIPLE - FULL LITE ALUMINUM CLAD WOOD/GLASS STAINED INSULATED, LOW -E, 'TURTLE GLASS", CASED OPENING CASING TRIM TO MATCH DOORS __ STAINED OIL RUBBED BRONZE FINISH NA -- CASED OPENING CASING TRIM TO MATCH DOORS IMPACT STAINED OIL RUBBED !NESH SH LEFT -- BRONZE FINISH HINGED -SINGLE -2 PANEL SOLID CORE WOOD IMPACT STAINED OIL RUBBED SH LEFT -- BRONZE FINISH HINGED - SINGLE -2 PANEL SOLID CORE WOOD NA -- 'TURTLE GLASS", IMPACT CASED OPENING CASING TRIM TO MATCH DOORS -_STAINED STAINED OIL RUBBED SH RIGHT -- LOW -E, HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- 'TURTLE GLASS", IMPACT COTTAGE GROUND FLOOR DOOR SCHEDULE MARK WIDTH HEIGHT STYLE MATL GLAZING COLOR HARDWARE SWING REMARKS 101 15'-0" 7'-0" OVERHEAD - SECTIONAL -16 PANEL MAHOGANY CLAD SOLID CORE WOOD STAINED STAINLESS STEEL NA IMPACT RATED COTTAGE GROUND FLOOR WINDOW SCHEDULE MARK I WIDTHI HEIGHT HEAD HEIGHT SILL HEIGHT I STYLE I MATERIAL I HARDWARE COLOR GLAZING REMARKS COTTAGE SECOND STUDIO DOOR SCHEDULE COTTAGE I MATL IGLAZING COLOR HARDWARE SWING REMARKS REPLACE EXISTING MARK WIDTH HEIGHT STYLE MATL GLAZING COLOR HARDWARE SWING REMARKS OIL RUBBED BRONZE FINISH I RIGHT I MAY STYLE REMARKSSS"/IMPACT REPLACES EXISING WINDOW— 102 HINGED -SINGLE -2 PANEL SOLID CORE WOOD -- STAINED OIL RUBBED BRONZE FINISH LEFT -- HINGED -SINGLE -2 PANEL SOLID CORE WOOD -- STAINED OIL RUBBED BRONZE FINISH LEFT =_ HINGED - DOUBLE -2 PANEL SOLID CORE WOOD -- STAINED OIL RUBBED BRONZE FINISH NA 104 - SINGLE -2 PANEL SOLID CORE WOOD -- STAINED OIL RUBBED BRONZE FINISH RIGHT -- HINGED COTTAGE GROUND FLOOR DOOR SCHEDULE MARK WIDTH HEIGHT STYLE MATL GLAZING COLOR HARDWARE SWING REMARKS 101 15'-0" 7'-0" OVERHEAD - SECTIONAL -16 PANEL MAHOGANY CLAD SOLID CORE WOOD STAINED STAINLESS STEEL NA IMPACT RATED COTTAGE GROUND FLOOR WINDOW SCHEDULE MARK I WIDTHI HEIGHT HEAD HEIGHT SILL HEIGHT I STYLE I MATERIAL I HARDWARE COLOR GLAZING REMARKS COTTAGE SECOND FLOOR DOOR SCHEDULE COTTAGE I MATL IGLAZING COLOR HARDWARE SWING REMARKS REPLACE EXISTING MARK WIDTH HEIGHT STYLE 102 1 2'-8" 1 6'-8" 1 HINGED - SINGLE - FULL LITE I WOOD/GLASS I DECORATIVE I STAINED I OIL RUBBED BRONZE FINISH I RIGHT I MAY GENERAL NOTES: 1. ALL EXTERIOR DOOR AND WINDOW UNITS SHALL BE "FLORIDA CERTIFIED" AND MEET THE DESIGN PRESSURES NOTED IN THE STRUCTURAL ENGINEERING DOCUMENTS ATTACHED. F SEL CTED DOOR AND WINDOW UNITS TO BE INSTALLED PER 2. ALL DOOR AND WINDOW SIZES ARE GENERIC AT THIS TIME. ALL WALL OPENINGS SHALL BE SIZED 1-0 ACCOMMODATE THE ACTUAL SIZE O MANUFACTURER RECOMMENDATIONS. ORS AND WINDOWS SHALL BE "IMPACT" RATED PER THE FLORIDA BUILDING CODE. ALL EXTERIOR DOOR E C � S WINDOW 45% OFNG ALL BE THE HNTERIOR TINTED L LIGHT. TURTLE GLASS" AS PART OF AN INSULATED UNIT 3. ALL EXTERIOR DO WITH LOW -E PROPERTIES. THE GLAZING SHALL PROHIBIT ANY INTERIOR -TO - EXTERIOR VISIBLE LIGHT TRANSMITTANCE IN SEE NS SUGG ED 4. ALL EXTERIOR DOORS AND WINDOWS ARE TO BE INSTALLED IN A MANNER THAT WILL MAINTAIN THE, INTEGRITY OF THE BUILDING'S WATERPROOF ENVELOPE. SEALANAL BED THE FOR RECESSED rONCRETE OR TION METHOD. DOORS ARE TO BE INSTALLED LIKE WINDOWS MBUT ALSO ETHOD OF ET INTO PLASTICOORULOWITH SILL PANS IIRHAP OSEDLEND A DTO BACK LA1IIONMS ET INTO PLYWOOD FLOOR. IF INSTALLER PREFERS A DIFFERENT 5, DOOR AND WINDOW MANUFACTURERS ARE TO PROVIDE ARCHITECT WITH SHOP DRAWINGS OF PROPOSED UNITS PRIOR TO ORDER. NOTE THAT S IME SCHEDULED UNIT SIZES MAY NEED TO CHANGE TO ACCOMMODATE STRUCTURAL REQUIREMENTS OR FIELD CONDITIONS. MARK 2 3 4 WIDTH 4'-0" 3'-0" 2'-8" HEIGHT HEAD HT 8'-0" 10'-0" 2'-8" 10'-0" 2'-8" 10'-0" SILL HT 2'-0" 7'-4" 7'-4„ 5 6 COTTAGE SECOND FLOOR WINDOW SCHEDULE 7'-0 1/2" 10'-0" V-6 1/2" 7'-4" MARK WIDTH HEIGHT HEAD HEIGHT SILL HEIGHT STYLE MATERIAL HARDWARE COLOR GLAZING INSULATED/LOW-E/"TURTLE G REMARKSSS"/IMPACT REPLACES EXISING WINDOW— 102 2'-6" 3'-4" 6'-10" 3'-6" DOUBLE HUNG ALUMINUM CLAD WOOD OIL RUBBED BRONFE FINISH BRONZE BRONZE INSULATED/LOW-E/"TURTLE G SS"/IMPACT REPLACES EXISING WINDOW 103 2'-8" 4'-2" 6'-10" 2'-8" DOUBLE HUNG ALUMINUM CLAD WOOD OIL RUBBED BRONZE FINISH BRONZE "TURTLE GILASS"/IMPACT INSULATED REPLACES EXISING WINDOW 104 2 _8" 4'-2" 6'-10" 2'-8" DOUBLE HUNG ALUMINUM CLAD WOOD OIL RUBBED BRONZE FINISH FINISH BRONZE INSU / LOW-E/'TURTLE GLASS"/IMPACT REPLACES .-. EXISING WINDOW - 105 2'LA -8" 4'-2" 6'-10" 2'-8" DOUBLE HUNG ALUMINUM CLAD WOOD OIL RUBBED BRONZE FINISH BRONZE INSULATED/LOW-E/"TURTLE GLAS /IMPACT REP CE S EXISING WINDOW 106 2'RONZE -8" 4'-2" 6'-10" 2'-8" DOUBLE HUNG ALUMINUM CLAD WOOD OIL RUBBED OIL RUBBED BRONZE FINISH BRONZE INSULATED/LOW-E/"TURTLE GLASS"/IMPACT REPLACES EXISING WINDOW 107 2'-8" 4'-2" 6'-10" 2'-8" DOUBLE HUNG ALUMINUM CLAD WOOD RUBBED BRONZE FINISH- BRONZE INSULATED/LOW-E/"TU FASS"/IMPACT REPEXISTING DOW 108 2'-8" 4'-2" 6'-10" 2'-8" DOUBLE HUNG ALUMINUM CLAD WOOD OIL OIL RUBBED BRONZE FINISH BRONZE INSULATED/LOW-E/ TURTLE GLASS'%IMPACT EMERGENCY ESCAPE 109 2'-8" 4'-2" 6'-10" 2'-8" DOUBLE HUNG ALUMINUM CLAD WOOD BRONZE CLEAR/INSULATED/IMPACT/LOW-E BRONZE INSULATED, LOW -E, 'TURTLE GLASS", GENERAL NOTES: 1. ALL EXTERIOR DOOR AND WINDOW UNITS SHALL BE "FLORIDA CERTIFIED" AND MEET THE DESIGN PRESSURES NOTED IN THE STRUCTURAL ENGINEERING DOCUMENTS ATTACHED. F SEL CTED DOOR AND WINDOW UNITS TO BE INSTALLED PER 2. ALL DOOR AND WINDOW SIZES ARE GENERIC AT THIS TIME. ALL WALL OPENINGS SHALL BE SIZED 1-0 ACCOMMODATE THE ACTUAL SIZE O MANUFACTURER RECOMMENDATIONS. ORS AND WINDOWS SHALL BE "IMPACT" RATED PER THE FLORIDA BUILDING CODE. ALL EXTERIOR DOOR E C � S WINDOW 45% OFNG ALL BE THE HNTERIOR TINTED L LIGHT. TURTLE GLASS" AS PART OF AN INSULATED UNIT 3. ALL EXTERIOR DO WITH LOW -E PROPERTIES. THE GLAZING SHALL PROHIBIT ANY INTERIOR -TO - EXTERIOR VISIBLE LIGHT TRANSMITTANCE IN SEE NS SUGG ED 4. ALL EXTERIOR DOORS AND WINDOWS ARE TO BE INSTALLED IN A MANNER THAT WILL MAINTAIN THE, INTEGRITY OF THE BUILDING'S WATERPROOF ENVELOPE. SEALANAL BED THE FOR RECESSED rONCRETE OR TION METHOD. DOORS ARE TO BE INSTALLED LIKE WINDOWS MBUT ALSO ETHOD OF ET INTO PLASTICOORULOWITH SILL PANS IIRHAP OSEDLEND A DTO BACK LA1IIONMS ET INTO PLYWOOD FLOOR. IF INSTALLER PREFERS A DIFFERENT 5, DOOR AND WINDOW MANUFACTURERS ARE TO PROVIDE ARCHITECT WITH SHOP DRAWINGS OF PROPOSED UNITS PRIOR TO ORDER. NOTE THAT S IME SCHEDULED UNIT SIZES MAY NEED TO CHANGE TO ACCOMMODATE STRUCTURAL REQUIREMENTS OR FIELD CONDITIONS. MARK 2 3 4 WIDTH 4'-0" 3'-0" 2'-8" HEIGHT HEAD HT 8'-0" 10'-0" 2'-8" 10'-0" 2'-8" 10'-0" SILL HT 2'-0" 7'-4" 7'-4„ 5 6 3'-0" 3'-0" 5-6" 2'-8" 7'-0 1/2" 10'-0" V-6 1/2" 7'-4" 7 8 9 2'-8" 3'-0" 3'-0" 2'-8" 5-6" 2'-8" 10'-0" 7'-0 1/2" 10'-0„ 7'-4" 1'-6 1/2" 7,-4„ 10 2'-8" 2'-8" 10'-0" 7'-4" 11 3'-0" 5-6" 7'-0 1/2" 1'-6 1/2" 12 13 15 3'-0" 2'-8" 3'-0" 2'-8" 2'-8" 6'-0" 10'-0" 10'-0" 9'-0" 7'-4" 7'-4" 3,-0" 16 3'-0" 6'-0" g' -p" 3'-0„ 17 18 19 3'-4" 3'-4" 6'-0" 6' -0" g' -p" g' -p" 3'-0„ 3'-0„ 20 21 ALUMINUM CLAD WOOD/GLASS 6'-0" 6'-0" g' -p" g' -p" 3,-0„ 3,-0„ 22 E2'- 6'-0" g -p 3,-0„ 25 81 5'-0" g' -p" 3,-0„ 26 2'-8" 5-0" g' -p" 3'-0„ PICTURE 3'-0" 6'-0" g' -p" 2'-0„ OIL RUBBED 3'-0" 6'-0" 8'-0" LOW -E, TURTLE GLASS", 'TURTLE 3'-0" 2'-0" 10'-0" 8'-0" 6'-0" 3'-0" 2'-0" INSULATED, 8'-0" GLASS", 3'-0" 6'-0" 8'-0" 2'-0" i39 2'-6" 1'-7 1/2" 9'-10 1/2" 8'-3" PICTURE 2'-6" 2'-6" 1'-7 1/2" 1'-7 1/2" 9'-10 1/2" 9'-10 1/2" 8'-3" 8'-3" INSULATED, 2'-8" 4'-0" 1'-7 1/2" 1'-7 1/2" 9'-10 1/2" 2'-6" FIRST FLOOR WINDOW SCHEDULE C14 M r --a TOWER AND CLEARSTORY STUDIO WINDOW SCHEDULE SCHEDULE STYLE MATERIAL HARDWARE COLOR SILL HEIGHT GLAZING 'TURTLE MATERIAL REMARKS HARDWARE COLOR GLAZING REMARKS WIDTH BRONZE INSULATED, LOW -E, GLASS", 'TURTLE IMPACT MARK PICTURE ALUMINUM CLAD WOOD/GLASS CLEAR/INSULATED/IMPACT/LOW-E -- AWNING ALUMINUM CLAD WOOD/GLASS OIL RUBBED BRONZE FINISH BRONZE INSULATED, LOW -E, GLASS", "TURTLE IMPACT CLEAR/INSULATED/IMPACT/LOW-E AWNING ALUMINUM CLAD WOOD/GLASS OIL RUBBED BRONZE FINISH BRONZE INSULATED, LOW -E, GLASS", "TURTLE IMPACT BRONZE CLEAR/INSULATED/IMPACT/LOW-E 81 3'-0" -- BRONZE INSULATED, LOW -E, GLASS", IMPACT STAINLESS STEEL PICTURE ALUMINUM CLAD WOOD/GLASS 82 AWNING ALUMINUM CLAD WOOD/GLASS OIL RUBBED BRONZE FINISH BRONZE INSULATED, LOW -E, TURTLE GLASS", 'TURTLE IMPACT CLEAR/INSULATED/IMPACT/LOW-E FIXED TRANSOM ALUMINUM CLAD WOOD/GLASS 6'-0" -- BRONZE INSULATED, LOW -E, GLASS", IMPACT BRONZE CLEAR/INSULATED/IMPACT/LOW-E EMERGENCY ESCAPE 84 3'-0" 6'-0" "TURTLE GLASS", IMPACT PICTURE PICTURE ALUMINUM CLAD WOOD/GLASS -- -- BRONZE INSULATED, LOW -E, 6'-0" 8'-6" 2'-6" PICTURE ALUMINUM INSULATED, LOW -E, 'TURTLE GLASS", IMPACT 85 AWNING ALUMINUM CLAD WOOD/GLASS OIL RUBBED BRONZE FINISH BRONZE ALUMINUM LOW -E, 'TURTLE GLASS", IMPACT CLEAR/INSULATED/IMPACT/LOW-E FIXED TRANSOM ALUMINUM CLAD WOOD/GLASS 6'-0" -- BRONZE INSULATED, ALUMINUM CLAD WOOD/GLASS -- BRONZE CLEAR/INSULATED/IMPACT/LOW-E BRONZE INSULATED, LOW -E, 'TURTLE GLASS", IMPACT . CASEMENT PICTURE ALUMINUM CLAD WOOD/GLASS STAINLESS STEEL -- BRONZE FINISH BRONZE INSULATED, LOW -E, 'TURTLE GLASS", IMPACT 5'-10" CASEMENT CLAD WOOD/GLASS OIL RUBBED AWNING ALUMINUM CLEAR/INSULATED/IMPACT/LOW-E -- BRONZE INSULATED, LOW -E, 'TURTLE GLASS", IMPACT ALUMINUM CLAD WOOD/GLASS CLAD WOOD/GLASS BRONZE FIXED TRANSOM ALUMINUM 2'-8" BRONZE FINISH BRONZE INSULATED, LOW -E, 'TURTLE GLASS", IMPACT CLAD WOOD/GLASS OIL RUBBED CASEMENT ALUMINUM BRONZE FINISH BRONZE INSULATED, LOW -E, 'TURTLE GLASS", IMPACT ALUMINUM CLAD WOOD/GLASS OIL RUBBED CASEMENT CASEMENT ALUMINUM CLAD WOOD/GLASS OIL RUBBED BRONZE FINISH BRONZE INSULATED, LOW -E, 'TURTLE GLASS", 'TURTLE GLASS", IMPACT IMPACT EMERGENCY ESCAPE CASEMENT ALUMINUM CLAD WOOD/GLASS OIL RUBBED BRONZE FINISH BRONZE INSULATED, LOW -E, "TURTLE GLASS", 'T IMPACT PICTURE ALUMINUM CLAD WOOD/GLASS -- BRONZE INSULATED, LOW -E, INSULATED, LOW -E, 'TURTLE GLASS", IMPACT CASEMENT ALUMINUM CLAD WOOD/GLASS OIL RUBBED BRONZE FINISH BRONZE LOW -E, "TURTLE GLASS", IMPACT CASEMENT ALUMINUM CLAD WOOD/GLASS OIL RUBBED BRONZE FINISH BRONZE INSULATED, LOW -E, "TURTLE GLASS", IMPACT CASEMENT ALUMINUM CLAD WOOD/GLASS OIL RUBBED BRONZE FINISH BRONZE INSULATED, 'TURTLE GLASS", IMPACT CASEMENT ALUMINUM CLAD WOOD/GLASS OIL RUBBED BRONZE FINISH BRONZE INSULATED, LOW -E, 'TURTLE GLASS", IMPACT CASEMENT ALUMINUM CLAD WOOD/GLASS OIL RUBBED BRONZE FINISH BRONZE INSULATED, LOW -E, 'TURTLE GLASS", IMPACT TEMPERED GLASS CASEMENT ALUMINUM CLAD WOOD/GLASS OIL RUBBED BRONZE FINISH BRONZE INSULATED, LOW -E, LOW -E, 'TURTLE GLASS" , IMPACT TEMPERED GLASS CASEMENT ALUMINUM CLAD WOOD/GLASS OIL RUBBED BRONZE FINISH BRONZE INSULATED, -E, 'TURTLE GLASS", IMPACT FIXED TRANSOM ALUMINUM CLAD WOOD/GLASS -- BRONZE INSULATED, LOW BRONZE INSULATED, LOW -E, 'TURTLE GLASS", IMPACT FIXED TRANSOM ALUMINUM CLAD WOOD/GLASS -- BRONZE FINISH BRONZE INSULATED, LOW -E, "TURTLE GLASS", IMPACT CLAD WOOD/GLASS OIL RUBBED CASEMENT ALUMINUM BRONZE FINISH BRONZE INSULATED, LOW -E, "TURTLE GLASS", IMPACT ALUMINUM CLAD WOOD/GLASS OIL RUBBED AWNING -- STAINED CLEAR INTERIOR FIXED TRANSOM WOOD/GLASS CLEAR INTERIOR FIXED TRANSOM WOOD/GLASS -- STAINED CLEAR INTERIOR FIXED TRANSOM WOOD/GLASS -- STAINED CLEAR INTERIOR FIXED TRANSOM WOOD/GLASS -- STAINED GARAGE LEVEL WINDOW SCHEDULE GLAZING REMARKS MARK WIDTH HEIGHT HEAD HEIGHT SILL HEIGHT STYLE MATERIAL HARDWARE COLOR 23 3'-0" 3'-0" 8'-0" 5'-0" PICTURE ALUMINUM CLAD/GLASS OIL RUBBED BRONZE FINISH BRONZE INSULATED, LOW -E, "TURTLE GLASS", IMPACT 24 3'-0" 3'-0" 8'-0" 5'-0" PICTURE ALUMINUM CLAD/GLASS OIL RUBBED BRONZE FINISH BRONZE INSULATED, LOW -E, TURTLE GLASS", IMPACT GLAZING C14 M r --a TOWER AND CLEARSTORY STUDIO WINDOW SCHEDULE SCHEDULE MARK WIDTH HEIGHT HEAD HEIGHT SILL HEIGHT STYLE MATERIAL HARDWARE HARDWARE COLOR GLAZING REMARKS WIDTH HEIGHT HEAD EIGHT SILL HEIGHT STYLE MATERIAL MARK BRONZE INSULATED, CLEAR/INSULATED/IMPACT/LOW-E 79 3'-0" 5'-0" 8'-6" 3'-6" CASEMENT ALUMINUM CLAD WOOD/GLASS STAINLESS STEEL BRONZE BRONZE CLEAR/INSULATED/IMPACT/LOW-E 80 3'-0" 5'-0" -H 8'-6" 3'-6" CASEMENT ALUMINUM CLAD WOOD/GLASS CLAD WOOD/GLASS STAINLESS STEEL STAINLESS STEEL BRONZE CLEAR/INSULATED/IMPACT/LOW-E 81 3'-0" 5'-0" 8'-6" 3'-6" 2'-6" CASEMENT CASEMENT ALUMINUM ALUMINUM CLAD WOOD/GLASS STAINLESS STEEL BRONZE CLEAR/INSULATED/IMPACT/LOW-E 82 3'-0" 6'-0" 8'-6" 2'-6" CASEMENT ALUMINUM CLAD WOOD/GLASS STAINLESS STEEL BRONZE CLEAR/INSULATED/IMPACT/LOW-E 83 3'-0" 6'-0" 8'-6" 2'-6" CASEMENT ALUMINUM CLAD WOOD/GLASS STAINLESS STEEL BRONZE CLEAR/INSULATED/IMPACT/LOW-E EMERGENCY ESCAPE 84 3'-0" 6'-0" 8'-6" 2'-6" PICTURE ALUMINUM CLAD WOOD/GLASS -- BRONZE CLEAR/INSULATED/IMPACT/LOW-E 85 3'-0" 6'-0" 8'-6" 2'-6" PICTURE ALUMINUM CLAD WOOD/GLASS -- BRONZE CLEAR/INSULATED/IMPACT/LOW-E 85 3'-4" 6'-0" 8'-6" 2'-6" PICTURE ALUMINUM CLAD WOOD/GLASS -- BRONZE CLEAR/INSULATED/IMPACT/LOW-E 87 3'-4" 6'-0" 8'-6" PICTURE ALUMINUM CLAD WOOD/GLASS -- BRONZE CLEAR/INSULATED/IMPACT/LOW-E 88 3'-0" 6'-0" 8'-6" 2'-6" 5'-10" . CASEMENT ALUMINUM CLAD WOOD/GLASS STAINLESS STEEL BRONZE CLEAR/INSULATED/IMPACT/LC 0 2'-8" 2'-8" 8'-6" 5'-10" CASEMENT ALUMINUM CLAD WOOD/GLASS STAINLESS STEEL BRONZE CLEAR/INSULATED/IMPACT/LOW-E 91 2'-8" 2'-8" 8'-6" 5'-10" CASEMENT ALUMINUM CLAD WOOD/GLASS STAINLESS STEEL BRONZE CLEAR/INSULATED/IMPACT/LOW-E 92 2'-8" 2'-8" 8'-6" GLAZING C14 M r --a TOWER AND CLEARSTORY WINDOW SCHEDULE MARK WIDTH HEIGHT HEAD HEIGHT SILL HEIGHT STYLE MATERIAL HARDWARE COLOR � � 3'-0" 4'-0" 7'-5" 3'-5" PICTURE ALUMINUM CLAD WOOD/GLASS -- BRONZE INSULATED, 76 3'-0" 4'-0" 7'-5" 3'-5" PICTURE ALUMINUM CLAD WOOD/GLASS -- BRONZE INSULATED, 78 2'-8" 4'-0" 7'-5" 3'-5" AWNING ALUMINUM CLAD WOOD/GLASS STAINLESS STEEL BRONZE INSULATED, 93 O 7'-5 3'-5" PICTURE ALUMINUM CLAD WOOD/GLASS -- BRONZE INSULATED, 94 2'-8 4'-0 7'-5" 3'-5" PICTURE ALUMINUM CLAD WOOD/GLASS -- BRONZE INSULATED, 95 2'-8" 2'-8 4'-0" 4-0 7 _5 3'-5" PICTURE ALUMINUM CLAD WOOD/GLASS -- BRONZE INSULATED 96 2'-8" 4'-0" 7'-5" 3'-5" PICTURE ALUMINUM CLAD WOOD/GLASS -- BRONZE INSULATED 97 98 2'-8" 4'-0" 7'-5» 3'-5" PICTURE ALUMINUM CLAD WOOD/GLASS -- BRONZE INSULATED 99 2'-8" 4'-0" 7'-5" 3'-5" PICTURE ALUMINUM CLAD WOOD/GLASS -- BRONZE INSULATED 100 V-8" 2'-4" 2'-7 1/2" 3 1/2" SHUTTER FIBERGLASS -- GRAY GRAY 101 1'-8" 2'-4" 2'-7 1/2" 3 1/2" SHUTTER FIBERGLASS GRAY 102 1'-8" 2'-4" 2'-7 1/2" 3 1/2" SHUTTER FIBERGLASS -- -E/'TURTLE GLASS"/IMPACT -E/'TURTLE GLASS"/IMPACT -E/'TURTLE GLASS"/IMPACT -E/'TURTLE GLASS"/IMPACT -E/"TURTLE GLASS"/IMPACT -E/'TURTLE GLASS"/IMPACT -E/'TURTLE GLASS"/IMPACT -E/'TURTLE GLASS"/IMPACT '-E/'TURTLE GLASS"/IMPACT REMARKS REMOTE OPERATED FIXED WITHIN WALL OPENING FIXED WITHIN WALL OPENING FIXED WITHIN WALL OPENING DOOR AND WINDOW SCHEDULES 24 12-22-17 02-05-18 02-22-18 1 06-13-18 08-06-18 JN W DUPKI= iH ARCIN IItT A 30 / El C14 M r --a INC M 00 � O O W � � cn O O a� cn CIA cn W Q Q W N O DOOR AND WINDOW SCHEDULES 24 12-22-17 02-05-18 02-22-18 1 06-13-18 08-06-18 JN W DUPKI= iH ARCIN IItT A 30 / El wel I COASTAL CONSTRUCTION CONTROL LINE - - - - --- - -°--- - - 7---. -a-�-'--"-�-- --. + +---- - r- --- -- -- w w y ..s- -,---r v-c--w--r-w-wa- -- i- --c-�- -.R-- err .' n. -- -- w w y y w- w w w y w y y w w w 11 �M'BRARY-ALT FENC�DURING CONSTM2 CTI0�1 . w N .. . w w y w . y y w w . w w w w . . . i . . 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Liffe flours ' 15,000 A15 ''� I I 4 -'I'I i Rib, ar White Finish Emits Red When Lit is Light must b e downward directed. INSIDE -TO -OUTSIDE LIGHT TRANSMITTANCE TO 45% WITHIN THE Base Type E26 - - l I . Maximum mounting height' of S feet from the floor. M Lus .v WALL -MOUNT - .+ .. I r... i able OJ I ;. recommended for use above the first had L r 1TCten � Q CC Not. r e �,,:. ,} .. �. . ., Brand _-_- Dan1ai' _ _---'--- I 1 r ch side of a when located on the shore pe' pendicular or baa ,� ,6_u a "u: L. 4d=.. gM ,:,, .. u. _, I CO -31 -E-TLA SIDE FOR 112" CONDUIT - 02.5 [8.3cm] structure. 04A' (11.1#0] - ._--- ---- -I I.. LOGO HERE ) - -- _ =@ - M ) DUPLEX GFCIGFCI ® A 1 DUPLEX GCFI WATERPROOF Name: 5 Watt A15 Red LED QUADROPLEX OUTLET -@ ,. ,. vi Catalog Number: D LED5A15/RED 38665A Spectral Distribution Features 91 JUNCTION BOX WITH GFCI Manufacturer: IDAMAR Worldwide Required options: Must be installed in a low mounted, , - •Long Life -1 wo "gars INCLUDES CABLE AND DATA C2 - r downward directed and shielded fixture, e. d❑ 240V IRRIGATION CONTROLS OUTLET ---@ IRR • IR Output and No UV Output Low tp P A- 3 WAY WALL SWITCH Link: DAMAR A15 Red LED In, 4 WAY WALL SWITCH $4 •Mercury Free $R DISPOSAL SWITCH Wildlife Lighting Certification Number: 2015-0301 4 , p ap.- 1. Induded for lpurpoes. .LowMaintenanceCosts ,�f• LIGHTING, STOCK NO. MR1 uz--, -i 4 -'I'I i �resti CU3) - --es White Finish Emits Red When Lit I'" WP::l ELECTRICAL LEGEND ELECTRICAL PANEL ELECTRICAL METER METER DUPLEX OUTLET =@ DUPLEX UNDER COUNTER AUC DUPLEX GFCIGFCI ® A 1 DUPLEX GCFI WATERPROOF GWP QUADROPLEX OUTLET -@ FLOOR OUTLET vi 220 VOLT OUTLET -2@240V ® C JUNCTION BOX 91 JUNCTION BOX WITH GFCI ®GFCI JUNCTION BOX FOR TV ®N INCLUDES CABLE AND DATA C2 220 VOLT JUNCTION BOX d❑ 240V IRRIGATION CONTROLS OUTLET ---@ IRR WALL SWITCH LED UNDER +OVER ,P, -P-,- 3 WAY WALL SWITCH CABINET INTERIOR PENDANT FIXTURE - 4 WAY WALL SWITCH $4 REMOTE SWITCH $R DISPOSAL SWITCH $Iso 4" DOWN LIGHT- HAZE A REFLECTOR PAR20-39W 2'/O.6m e'1 g.em 4'l1.2m .6m 8'11.em 7'/2.1m B'l24m 9')... 10'I 1 4" DOWN LIGHT- CLEAR LENS - ® A 1 PAR20-39W Abr,,00ediwswb('mah, 5" DOWN LIGHT- HAZE CONE - B REFLECTOR PAR30-60W E17- 2 - SW -A -NFL 4" LOW VOLTAGE ART LIGHT - ® C 35W MR16 FIXTURES IN AREAS OF SEA TURTLE NESTING. CERTIFIED 4" LOW VOLTAGE ELBOW C 1 FOR ART, SLOPED CEILING DATA CONNECTION 2 LIGHT DIRECTIONAL LIGHT-- C2 4" LOW VOLTAGE DIRECTIONAL (* C3 SHOWER TRIM GROOVED FOR LED UNDER +OVER ,P, -P-,- F8+F9 CABINET INTERIOR PENDANT FIXTURE - -* EXTERIOR PENDANT FIXTURE ' h +50C -40'F m 122 'F 1-40T 7 6" DOWN LIGHT SLOPED S CEILING 6OW PAR 30 Dimensions 1.87" 47�) . 3511' (89.0 mm) E17Yr gv+es Lag9'P, '� 'a'.z° i -.' 1 Id11fe Lighting Wn ti 9 � .:. � P Ceftifleellon Number #2017-011 n9' ir' A �nM The Ei] Is amasa advopam n mlmadmr flaWre. t �t Cnnmu don 80114 Ite, c(2e)1m2 eNPGTOPeDlla ahousing g siders comw too. nre,(2)aoaMach oxid r' -- Lena Cyrodncal, stomal, bomsiilrate glass. Voltage 12 Vote AC. Rerwle tmnefsmer required M ... tin i In-gmuh7 or co .rets lodagatkn. SOLID BRASS FACEPLATE 1 ]-- 03.5" (0.0cm7 --{ Lampe - 1 1 (0i "'`�,N7•L"`a'V1eq`S�:f,i1'.1'. 0.8"(2.1em] , twos T . The fomes will ________ Finish: Innnshrd is e. The no apecfioN on um, required. wwiherm U..W pabrm. 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'vs. '_` Mounting 10ound Canopy (slerkaN): .mss canopy s - .-.- - ` onto bras omwber gnduded). Crusher ft over Wr all 4.0' adagonal / round and .Ings gem{ rentengukr recessed bases. squmoc... Py(optlonalsube6Mlon): Two-part canopy mounds over 3.0' oetagowl / round box only, Voltage I Lamp Options 12V Ramora"rh -requked. s1V 6.91 gMUYW.. _-W4V%4♦PC'5 .. I14.gcm] [i T.5cm] AAollatsfl .. 120V I 230 I 1 Rt'B[i'T - - $ly4dAgE , 02.4 .Ocm @ I aW4k n.gws Mounting -So 3.5'(gcm) square candor substitution for L-014"8 with Arxe•soly smndamroundoodopy L-014-$ (standard) 9D canopy and Optical PR Faded lens14' accessory A-hosorles -MLI Honeycomb lower, 116 [3mm]In -111.2 Honeycomb louver, 114[6mm] in - Its Exsnded 1' mmot H 3.7' ja3cm) --i f - 3.6'[92-1 --I -PR Rhmabc.pread tem -RT Reclilinearspfoodlor. _ 8L Shch tend. T mhre wHl The T bn ulretl I aab' rm .tinter Finish: ulmnrehea m den w req 3.5" durelwdh brasantico a 050' rtsanetuml tine. The nor. roc -#rand PP c weeltm pa Pd P Bogan Ras of ps8re ark evmtud mor s dependent upon gimes and pmmmay to [12 7an1 I 1 me ousem. Thus Bearhode dos not guarantee any -wins-Waarenm. 1 1 CSA Ussd Na a18011� loyse two wamumy MADE IN USA 3ywrwerenlyonM 18 LED ).rape "'d By Data For ordering puryaaw, Passe.Pedfy(aownple: L,0I S I20V-iW-A-NFL-sq-FR) 415 - i 2011 - 5�M-A-NFl- - F. ollage LemP 72Bs a -so m raz-'shwe.m^' E4ra17 L-012 E17. Hortscrdal Footcandlss at Radius from Fixture rap TI0.3m 2'/O.6m e'1 g.em 4'l1.2m .6m 8'11.em 7'/2.1m B'l24m 9')... 10'I 1 :'$0 r-fift - sins :. x.3e :.a u , 030 :.O tz 'obs' OqoB5 :.-.OM ' cmtiflc un Numb" Abr,,00ediwswb('mah, Pro- g Dam For #tasting Wmwee, Pleasa.pedh (aka Pie: E91-2-5Yl-hNFLj TELEPHONE OUTLET E17- 2 - SW -A -NFL FISH AND WILDLIFE CONSERVATION COMMISSION FOR LIGHT Lamp ,.,n., WET LOCATION EXTERIOR STEP RECESSED WALKWAY LIGHT LIGHT k FIXTURE- O GAS TANKLESS WATER HEATER LIGHT L -014-S - M1 IIMId"s LIRM1Nng �I on Number .. a;ertif�2DI 1 z6n4n " _ : The L-074-5 is a wall -moused, burse dovmllght. ;e n A' 1 mkk brow hood tmens 0.140' .Bnm ngc +#� An mawoom l3 1 n coon v Co stru �' e g ` � i Lenses Temp,mdsode lima glees. ,_'. a. -yzr �" _.- _ _d. _ . 'vs. '_` Mounting 10ound Canopy (slerkaN): .mss canopy s - .-.- - ` onto bras omwber gnduded). Crusher ft over Wr all 4.0' adagonal / round and .Ings gem{ rentengukr recessed bases. squmoc... Py(optlonalsube6Mlon): Two-part canopy mounds over 3.0' oetagowl / round box only, Voltage I Lamp Options 12V Ramora"rh -requked. s1V 6.91 gMUYW.. _-W4V%4♦PC'5 .. I14.gcm] [i T.5cm] AAollatsfl .. 120V I 230 I 1 Rt'B[i'T - - $ly4dAgE , 02.4 .Ocm @ I aW4k n.gws Mounting -So 3.5'(gcm) square candor substitution for L-014"8 with Arxe•soly smndamroundoodopy L-014-$ (standard) 9D canopy and Optical PR Faded lens14' accessory A-hosorles -MLI Honeycomb lower, 116 [3mm]In -111.2 Honeycomb louver, 114[6mm] in - Its Exsnded 1' mmot H 3.7' ja3cm) --i f - 3.6'[92-1 --I -PR Rhmabc.pread tem -RT Reclilinearspfoodlor. _ 8L Shch tend. T mhre wHl The T bn ulretl I aab' rm .tinter Finish: ulmnrehea m den w req 3.5" durelwdh brasantico a 050' rtsanetuml tine. The nor. roc -#rand PP c weeltm pa Pd P Bogan Ras of ps8re ark evmtud mor s dependent upon gimes and pmmmay to [12 7an1 I 1 me ousem. Thus Bearhode dos not guarantee any -wins-Waarenm. 1 1 CSA Ussd Na a18011� loyse two wamumy MADE IN USA 3ywrwerenlyonM 18 LED ).rape "'d By Data For ordering puryaaw, Passe.Pedfy(aownple: L,0I S I20V-iW-A-NFL-sq-FR) 415 - i 2011 - 5�M-A-NFl- - F. ollage LemP 72Bs a -so m raz-'shwe.m^' E4ra17 L-012 3W LED - *Ric---- . Red orange Irbil nm) qhs*,, Wtie Li Ido R `1a cmtiflc un Numb" Abr,,00ediwswb('mah, 112017-0111al EXCLUSIVELY AND MEET ALL REQUIREMENTS OF TELEPHONE OUTLET ,4TEL FISH AND WILDLIFE CONSERVATION COMMISSION FOR LIGHT w' Th. L-012 m a solk braes stepllghtwlm a renamed Imudng. FIXTURES IN AREAS OF SEA TURTLE NESTING. CERTIFIED Const dose fawplafa. il8" j3mm] IM tis brow recessed Td. "ad cows, scw lose'mg. DATA CONNECTION Lone: Tempered and. one gess. 11 Len. Chokes: FR Frosmtl as 16.41(5 m) underwater cord _ Reclione,r spread lare GROOVED FOR _RT HEAT 513SIPATION V.11i 12 Vols AC. Remas tmnaronner required. -�( 2.7"".2cm] I - Mounting: sufable, for WNW$ recessed wall mounting only, in both ' h +50C -40'F m 122 'F 1-40T 7 mmbuedlde end non-robus6bts epplke6one. A 3' d1 a d ons, x 4 F deep ri Bom x 11 4-1 hall I. required. A 4 , p ap.- 1. Induded for lpurpoes. 16 ' Looms: LIGHTING, STOCK NO. MR1 uz--, -i 4 -'I'I i �resti CU3) - --es WALL M❑UNTED SC❑NCE WITH WILDLIFE LAMP BY I'" WP::l INSIDE -TO -OUTSIDE LIGHT TRANSMITTANCE TO 45% WITHIN THE wosabgM: rSus-5g5nanomdam 44 ' f tion aired. Tho akum will I hntlak' n0 s ea m Finish:Unflnshetl s s p required. .'. k s nemralwith brawaM The capper. rkenalural Yna ne proce.s seethe pn Pat) .v WALL -MOUNT ml b mit u dime). ark y vmmd mors dependant Oen Poon a re ark a Pe Ras pe6 T BRACKET floe ocean. Thus BeaChalde tidos not guaranies, ell .pedfic eppoorenm. HANDLER 03" x 4.5• COPPER TUBING low (2) HOLES EACH IN SACKAND SIDE FOR 112" CONDUIT - 02.5 [8.3cm] Might: 3.7 be. i1.7 kg) 04A' (11.1#0] CBA Ude4 Ma M19C030 toywrmwre wone 18 LED I... 3 yeas MADE IN USA �' oot BY Data Forardering purpose., ploss..peclfy(mamph: L -612 -FR -5W -A -FL) L-012 - -FR - 5W -A -FL ore Lens Lamp ad.imure.wm =W NOTE 1: ALL ELECTRICAL WIRING TO BE INSTALLED IN ACCORDANCE WITH CURRENT N.E.C. REQUIREMENTS. ALL ®TWH BEDROOM OUTLETS TO HAVE ARC FAULT CIRCUIT INTERRUPTERS PER NEC ARTICLE 210-12. POOL SURFACE MOUNTED LE ) FIXTURE NOTE 2: LAYOUT LINES GENERALLY REFERENCE THE CENTER OF TO BE SELECTED 0HVAC COMPRESSOR HVAC CEILING BAY, NEARBY WINDOW, DOOR OR WALL SEGMENT. LOW VOLTAGE TRANSFORMER Lj POSSIBLE LOCATIONS SHOWN SMOKE AND CARBON ONOXIDE BEST LOCATIONS TO BE DETECTOR WIRED W/ ATTERY S DETERMINED BY ELECTRICIAN BACKUP- CEILING MO 1NTED AND ARCHITECT TOGETHER INTERIOR WALL SCONCE 1-o WET LOCATION EXTERIOR LED LIGHT FIXTURE RECESS D AT 2X2 FLUORESCENT F6 SOFFIT EXHAUST FAN SILENT 80 CFM ❑N CEILING FAN DOOR ACTIVATED LIGHT FIXTURE - MOUNTED AT BACKSIDE OF HEADER FD I F 1 EXHAUST HOOD -1114 E l{ H 2'X4' FLUORESCENT 2 -COLO R-- ❑ ' INTEGRAL DOWNL GIHT' CORRECTED LAMPS I I �- EXTERIOR WALL SCO�CE O -j 2'X4' FLUORESCENT F5 2 -32W -35K __' 3" LOW VOLTAGE TRIM FOR NICHES ON CONCRETE PAD AIR 3W LED COMDR. . Red orange Irbil nm) NOTE 3: ALL EXTERIOR LIGHT FIXTURES ARE TO SHINE DOWN THE FLORIDA swimming P. and kunte rs -.ret niche N d' 0 Abr,,00ediwswb('mah, CoeUol00- EXCLUSIVELY AND MEET ALL REQUIREMENTS OF TELEPHONE OUTLET ,4TEL FISH AND WILDLIFE CONSERVATION COMMISSION FOR LIGHT 316 nada grade dddeas tied Wilson going FIXTURES IN AREAS OF SEA TURTLE NESTING. CERTIFIED handled lnduluc handled Td. "ad cows, scw FIXTURES HAVE BEEN CALLED FOR HERE. SUBSTITUTIONS FOR DATA CONNECTION ,ADC THE CERTIFIED FIXTURES MAY BE MADE AS LONG AS THE G) 16.41(5 m) underwater cord TECHNICAL REQUIREMENTS OF THE COMMISSION STANDARDS ARE SPEAKERS MOUNTED TO ®)ll // SATISFIED. OR RECESSED AT CEILING on ific ons I., mob ooh aaW spec Amhism Opera) -B ' h +50C -40'F m 122 'F 1-40T 7 Tempmsmre LT psomreetdcs NOTE 4: ALL INTERIOR LIGHTING IS TO BE SHIELDED FROM THE GARAGE DOOR OPENER FIXTURE BY BEACHSIDE U LIGHTING, STOCK NO. EXTERIOR WITH "TURTLE GLASS" AT EXTERIOR GLAZING TO LIMIT WITH LIGHT FIXTURE WN WALL M❑UNTED SC❑NCE WITH WILDLIFE LAMP BY I'" WP::l INSIDE -TO -OUTSIDE LIGHT TRANSMITTANCE TO 45% WITHIN THE AIR HANDLER '-�� _ PVAC -I VISIBLE LIGHT SPECTRUM OF 400 TO 700 NANOMETERS. IN ATTIC LA. L. - J NOTE 5: ASSUME ALL NEW SWITCHES TO BE DIMMABLE TO BE In CCIPPERSMITH LIGHTING, STOCK CONFIRMED WITH OWNER. HANDLER HVAC low NOTE 6: ALL FIXTURES TO BE LED AS PRACTICAL L.-I-1--i ATTIC ACCESS HATCH 30.5"X54" PULL DOWN LADDER 131m Reain - LUMASCAPE �e fo.NP, GA.g4B:0 FRE =7-B6g-0855%Z us E6mssie W'speamya.- LS333ANS-2LED Swimming Pool Luminaire Turtle Friendly - fi.7 mlvvaftPWBfai The LS33MM-2110 is a swimming pmMded kraals)% and one d Wmeamses most ,as,, krnire me h s .iobsoed enmd! of 316 manna grade ashleas .ted and hes ."sad d8nmem lesions is I. W. are ben dD dss brine u sr W no mwlefion dare,.ym ache woo dd..e nal me use d 1m aAaw. rortha awtiva inwaarpw d Poor and Igloo ad anergy ard-soV. SPaC&Afia r IamP Source 3W LED SYMBOL . Red orange Irbil nm) Allprevad Use swimming P. and kunte rs -.ret niche N d' 0 Abr,,00ediwswb('mah, CoeUol00- On- .it. or fschryyrogremn.me bighmwa IF Rang IPBR to 6' (2 m) uyoaheaian 316 nada grade dddeas tied Wilson going IK10 wgh Ooh C lem'" I - handled lnduluc handled Td. "ad cows, scw LIGHTING, STOCK NUMBER, ML mNUleach^ wire era ry LS333ANS-2LED-3RO4-WD-13 RECESSED CEILING FIXTURE BY Thmmd rdmm G) 16.41(5 m) underwater cord W mous kramabiyn omit)' Remote Trenafm mem Rdsr o Techniwl0ahseclloo area #sonde. on ific ons I., mob ooh aaW spec Amhism Opera) -B ' h +50C -40'F m 122 'F 1-40T 7 Tempmsmre L-014-S-12OV-5W-A-NFL psomreetdcs Rafter to -w-lip.... _ AnyhaswaberanbenwPhal.has -man N iters ess as arkphmrm.f I �- _ _, -- _ i l'v. t"` 11 «.....r...wM -C-1--1, 'L$533ANa.TfB. _ - IMPtfr YOLTA6E LAMP g PnCiII SYSTEM t - Been Cale 'stages Cern ___ __.__ _ r_eY- p-/.tlm Yhups _ 11d.. AN gib -s ,s."nn, 3R84 oa. Ie' NR ''YAt14IO t3-_ hw»eiNwlrr, to NM "mp.wwme,owvmaunw Mesa t NE yea- -. ; W . Name; POD) Lummalre x ,, catalog Nunlher: 1S333ANS-LED " I Manufacturer Ll maacape USA INC Required Options AMI1i,1 Orange Df Red LED \ Li'nR', hili#.', WY4w:Rfn135C" i2tm¢ht MIL53r33AN5 LED-TEI'll Wildlife Lighting Certification Number: 2012 001 NEW EXTERIOR LIGHT FIXTURES FIXTURE TYPE RECESSED STEP LIGHT FIXTURE SYMBOL ^1 110 N BY BEACHSIDE LIGHTING, STOCK N d' 0 NUMBER: L12 -FR -5W -A -NFL RECESSED STEP LIGHT FIXTURE O 0 BY BEACHSIDE LIGHTING, STOCK 2 NUMBER1 L12 -FR -5W -A -NFL I UNDERWATER POOL LIGHT ®FIXTURE BY LUMASCAPE Q LIGHTING, STOCK NUMBER, O LS333ANS-2LED-3RO4-WD-13 RECESSED CEILING FIXTURE BY w �W G) BEACHSIDE LIGHTING, STOCK W NO, L -016 -F -CL -5W -A -FL v WALL MOUNTED D❑WNLIGHT FzFIXTURE BY BEACHSIDE W � LIGHTING, STOCK NO, iiiiiiiil L-014-S-12OV-5W-A-NFL N O GROUND RECESSED PATHLIGHT e::% O FIXTURE BY BEACHSIDE U LIGHTING, STOCK NO. = E17 -2 -5W -A -NFL WN WALL M❑UNTED SC❑NCE WITH WILDLIFE LAMP BY I'" WP::l COPPERSMITH LIGHTING, STOCK NO CO -31 -E-TLA o CEILING MOUNTED PENDANT OO �' WITH WILDLIFE LAMP BY In CCIPPERSMITH LIGHTING, STOCK NCI. CO -24 -E -TLA mal -N- M 91 NUMBER LAMP TYPE OF FIXTURES 16 5W MR16 LED AMBER 25D NARR❑W FL❑❑D 5W MR16 LED AMBER 25D 4 NARROW FL❑❑D �( L -016-F ,, , 9Widiffis Lighting ,; C.r620 fl174 Number 2017411{ '. m MRi6 mm e anal m a degas P flumns.phonesm su The L-0tB-F receswtl with the condemn oseblsq led of a Beaoharee hours. The Beak#) the mesa 9dm seemly #ealtaelsuP egalna me bottom a1 iha racoeaed, dal lase I algid can and the frame b Powder -dad .reel An internal braes bracket all- wmby atkw. 360° mtdbn and aMllrg up m 28' without en opera' #mesad- 1 ry (no boom atoll wlth 40° i= lamp) or 10' with. The L -01 6F s IntaMed .I far new none m cion applloatlana and fe,rdegmLed wllh magnetic ffensfomlem i 12V second# Th e' -F" d re6on ##nolo# the gat mm v.r- .fli dura sslg ( P ry. M Iced mm aFthe L-0 8. u. the m J Housing Recessed ceiling failure far new mnabuc8m. { . , _-- . Mounting Lamp housing Is removable through rolling aparture for 06,0• [012.7-1 access to jund. box. lousing ran bs lowered all ad- spann from IF Willing 38.1 ora) to 2G3/4-(64,7 on)�wimhiavemm Ion length or plecof mo fwmre. Brea Mach h sees along n is wid61 of mounting lama. Henget dere maybe - is edbred on T-Largnd. For around .ted Wings, -1-11e minimum 9" clearance around 6kure. C -C - 02.1[05.4rm] Electrical �n6fullyy lamdim ab �retic lav dlmm.swith Moi dononneol � Tmrlsfommr lora Internet themml pram 1mn. J4= has (4) 1 h' KON ell s (2) oxarnic 112' x 3W K.O.'e wnh solos lash pads prase. Suit" for Was L unit. U%. Lenss Tem eretlaodallma l ores Angling Bracket -CL Cher 6.5' -FR Frosted [74.0cm] Lamp GU5 .3 • MR16 LED 1 ' <�.- L--- �WAMAfm� :': W,-I.jw 6tj;-,7 Coiling �s+'pMt)p' � 11.7 N.4cm71 Accessamin HL-MR16 Lamp-E6acned honeycomb I—,, 118' (only -ami (3mm)mldc -P11da1R18 Lamp-0tmched Prlamsto, Wood les FinishFIN-BK Bmn,Add Finish =FlN-OB O.a Brame AadadJh9 Sohn Nidrel Plea FlN-NK rg FlN-WH Yyhita Power CoUnfinishaling 575. 14.ecm ..-.--ad s standard; .ire spedncetlan requlod. The fixture wIA wwiher to L ) 525' (13.3an7 s all r. Ram �C_ m nemml e4[h bow e rebrel atln e aha °apps P Pa3na Pmoow to dimam and ro Jm on patina all u., em cobs d dehot gui upon P so ee� one ocean. rnn. ewnrelaa awes nal enaranhe am .pednr appaaronee. �-- 10.5• [26.7an] Weight: 7lbs. [32 kill Calling Opening 0431' M.Colling Thlcknese: V CSA Usha, Me a1g0030 to year nkam werrany MADE IN USA 3 yemwanemy on MRi6 LED lamps Data, ProwFor ordering Purposes, Plassa apedfr (ex milt: L-00MF-CL-6W-A-FL-HL- IRifi-FlN-BK) L -016-F - CL - 5W -A -FL - - Future ---7.-. T pccasaory Flnlah fire/) osasrana •waw e;meoanenr.mm 0620,7 3W LED RED ❑RANGE 4 GU5,3-MR16 LED 5W AMBER 25 D NARR❑W FL❑❑D a' 15 1 1 CU10-MR16 LED 5W AMBER 25 D NARR❑W FL❑❑D GU53-MR16 LED 5W AMBER D LED 5A15/RED 38665A D LED 5A15/RED 38665A MOUNTING TYPE MOUNTING HEIGHT RECESSED AT WALL 2'-0' ABOVE FIRST FLOOR WALKING SURFACE AT STEPS RECESSED AT WALL 2'-O' ABOVE SECOND FLOOR WALKING SURFACE AT BALC❑NY RECESSED AT WALL I BELOW WATER SURFACE OF MAIN POOL RECESSED AT CEILING WALL M❑UNTED RECESSED IN CONCRETE PATH WALL MOUNTED ABOVE GARAGE DOOR CEILING MOUNTED ABOVE ALCOVE PORCH 11'8' AFF 9' -0"+/ -AFF ,8' ABOVE WALKING SURFAC 9'-4' ABOVE DRIVEWAY 9'-4' ABOVE PORCH FLOOR W M Pail� ^1 110 N C M N d' 0 iiiiiiiiiii ��UoW�d,- O 0 ��W I uu 1� M U � Q O 01 w �W � �> P4WW40'� W �� v = � w W � W iiiiiiiil < N O z el4e-.4 �. 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'w w Jr W •Y Ji W .V .V W 'W w W w W w yr w w w w w w W w .'I' 1111 ffr• 111 � 1� 111 — �{ 1� w ✓ w w W w w w w W w W w w TEMPORARY SILT FENCE DURING CONS 2' 4 8 ELECTRICAL LEGEND ELECTRICAL PANEL ELECTRICAL METER---�ME1TER DUPLEX OUTLET � RECESSED PIN FIXTURE DUPLEX SPECIFIED HEIGHT =0 INq:HES AFF DUPLEX GFCI =@GF,I RECESSED CAN FIXTURE DUPLEX GCFI WATERPROOF =@G P QUADROPLEX OUTLET 41) INTERIOR RECESSED CAN FLOOR OUTLET WET AREA 240 VOLT OUTLET � 24 �V JUNCTION BOX 91 DECORATIVE EXTERIOR JUNCTION BOX WITH GFCI 111GF,I WALL SCONCE JUNCTION BOX FOR TV OTV LED SURFACE MTD FIXTURE INCLUDES CABLE AND DATA POOL LIGHT 24X24 240 VOLT JUNCTION BOX 11 240V LED SURFACE MTD FIXTURE IRRIGATION CONTROLS OUTLET ­@ I 'R WALL SWITCH CLOSET STRIP LIGHTING UL2 3 WAY WALL SWITCH $3 4 WAY WALL SWITCH $4 REMOTE SWITCH $R DISPOSAL SWITCH $OIsP 1 RECESSED CAN FIXTURE (D Ll DIRECTIONAL RECESSED CAN L2 RECESSED PIN FIXTURE L3 DIRECTIONAL RECESSED CAN L4 SLOPED CEILING RECESSED CAN FIXTURE L5 SLOPED CEILING F6 EXTERIOR RECESSED CAN Q L6 INTERIOR RECESSED CAN L7 WET AREA INTERIOR WALL SCONCE I' --o W L 1 MODULIGHTOR WALL ART LIGHT W L2 EXTERIOR WALL SCONCE FZ WL3 DECORATIVE EXTERIOR ID W L4 WALL SCONCE --,I LED SURFACE MTD FIXTURE i- I F1 POOL LIGHT 24X24 LL__ I LED SURFACE MTD FIXTURE F 48X24 ! INTERIOR PENDANT FIXTURE F2 INTERIOR DECORATIVE FIXTURE F3 DECORATIVE LIT MIRROR EXTERIOR DECORATIVE FIXTURE F5 RECESSED EXTERIOR F6 STEP LIGHT WALL RECESSED NIGHT LIGHT ® F7 LIGHT SENSOR RECESSED WALKWAY LIGHT O F8 FIXTURE DECORATIVE CEILING MOUNTED F9 EXTERIOR LIGHT FIXTURE ® F 1 O POOL LIGHT RECESSED INTERIOR ® F1 1 STEP LIGHT LED UNDER CABINET U L 1 CLOSET STRIP LIGHTING UL2 ABOVE DOOR LIGHT UL3 DOOR SWITCHED GARAGE DOOR OPENER I LT WITH LIGHT FIXTURE IGIDI TELEPHONE OUTLET TEL DATA CONNECTION 14 SMOKE AND CARBON MONOXIDE DETECTOR WIRED W/ BATTERY S; BACKUP- CEILING MOUNTED ONE ALARM ACTIVATES ALL CEILING FAN EXHAUST FAN SILENT 80 CFM -K EXHAUST HOOD WITH INTEGRAL DOWNLIGHTS AND SWITCHES \ SPEAKERS MOUNTED TO ®3) OR RECESSED AT CEILING / GAS TANKLESS WATER HEATER ®TWH HVAC COMPRESSOR HVAC ON CONCRETE PAD COMPR. 240V AIR HANDLER ® HVAC -I IN ATTIC L A. H. J AIR HANDLER HVAC A.H. ATTIC ACCESS HATCH 30.5"X54" PULL DOWN LADDER NOTE 1: ALL ELECTRICAL WIRING TO BE INSTALLED IN ACCORDANCE WITH CURRENT N.E.C. REQUIREMENTS. ALL BEDROOM OUTLETS TO HAVE ARC FAULT CIRCUIT INTERRUPTERS PER NEC ARTICLE 210-12. NOTE 2: LAYOUT LINES GENERALLY REFERENCE THE CENTER OF CEILING BAY, NEARBY WINDOW, DOOR OR WALL SEGMENT. NOTE 3: ALL EXTERIOR LIGHT FIXTURES ARE TO SHINE DOWN EXCLUSIVELY AND MEET ALL REQUIREMENTS OF THE FLORIDA FISH AND WILDLIFE CONSERVATION COMMISSION FOR LIGHT FIXTURES IN AREAS OF SEA TURTLE NESTING. CERTIFIED FIXTURES HAVE BEEN CALLED FOR HERE. SUBSTITUTIONS FOR THE CERTIFIED FIXTURES MAY BE MADE AS LONG AS THE TECHNICAL REQUIREMENTS OF THE COMMISSION STANDARDS ARE SATISFIED. NOTE 4: ALL INTERIOR LIGHTING IS TO BE SHIELDED FROM THE EXTERIOR WITH "TURTLE GLASS" AT EXTERIOR GLAZING TO LIMIT INSIDE -TO -OUTSIDE LIGHT TRANSMITTANCE TO 45% WITHIN THE VISIBLE LIGHT SPECTRUM OF 400 TO 700 NANOMETERS. NOTE 5: ASSUME ALL NEW SWITCHES TO BE DIMMABLE TO BE CONFIRMED WITH OWNER. NOTE 6: ALL LIGHT FIXTURES TO BE LED AS PRACTICAL NOTE 7: DUPLEX OUTLETS TYPICALLY MOUNTED 18" AFF. WHERE MOUNTED ABOVE 36" AFF TURN OUTLETS HORIZONTAL. NOTE 8: AT EXISTING COTTAGE TO BE RENOVATED, SOME NEW ELECTRICAL WIRING IS SHOWN AT AREAS TO BE MODIFIED. ALL NEW WIRING TO COMPLY WITH CURRENT CODE. IN GENERAL, ELECTRICIAN SHOULD ASSESS EXISTING CONDITIONS TO DETERMINE NEED FOR UPGRADES BUT EXISTING WIRING FOR OTHER AREAS IS HERE CONSIDERED UNCHANGED. SMOKE AND CARBON MONOXIDE DETECTORS WILL BE PROVIDED PER CURRENT CODE REGARDLESS OF EXISTING CONDITION. FIRST FLOOR ELECTRICAL PLAN 12-22-17 02-05-18 07-01-18 D PREF III ARCHITECT A R f :?r21 i PANTRY 4 71 CI GF I 4'-6» 41-6?1 4'-6" 4 -6 CABS S UD10 - - __ / 42 -;- !---- I--- — --- / ADIO LANDING TV60SHL 4 �U42 RTOP 42 240V III - II HVAC ' I ® ��__ A.H. II III CL SET I -r - F1 Ili ILO < L5 UL3 I EL V -I MECH I SII LR QFlI �_ i SECOND\ \ SKYLIGHTS SHOWN WITH OFF -RIDGE ALIGNMENT AT LIGHT AND FIXTURES SHIFT IN ARE FLOOR OF � TUBE TO ALIGN WITH HALLWAY. CENTER DESIRED WITHIN SKYLIGHTS THE LIGHT TUBES MAY NOT BE ABLE TO COTTAGE BEND RESULTING IN OFF -CENTER HALL FIXTURES, CONSULT OWNER \ WITH CHOICES. d SWITCH AT FIRST FLOOR FOYER CD 3'�! 0" 1, 1 -\\, � \___ 1 » 5-4 SUN !TUNNEL SKYLIGHT �i II !, II SKYLIGHT SUN 'ITU NEL �YL'GHT . I c� L2 I — —} — F( SUN IT NFi-�/ sm mem O 15-0 11 — - - N } \ ©iHVA -1 i L IA)H. I i j 7I— M ------ i Ll I ELECTRICAL LEGEND NOTE 3: ALL EXTERIOR LIGHT FIXTURES ARE TO SHINE DOWN EXCLUSIVELY AND MEET ALL REQUIREMENTS OF THE FLORIDA ABOVE DOOR LIGHT HVAC COMPRESSOR HVAC FISH AND WILDLIFE CONSERVATION COMMISSION FOR LIGHT F2 U L3 RECESSED CAN FIXTURE L� INTERIOR PENDANT FIXTURE DOOR SWITCHED ON CONCRETE PAD COMPR. IN AREAS OF SEA TURTLE NESTING. CERTIFIED ELECTRICAL PANEL � � FIXTURES ELECTRICAL METER METER FIXTURES HAVE BEEN CALLED FOR HERE. SUBSTITUTIONS FOR DIRECTIONAL RECE�SED CAN L2 INTERIOR DECORATIVE FIXTURE F3 GARAGE DOOR OPENER LT THE CERTIFIED FIXTURES MAY BE MADE AS LONG AS THE DUPLEX OUTLET I WITH LIGHT FIXTURE GD TECHNICAL REQUIREMENTS OF THE COMMISSION STANDARDS ARE DUPLEX SPECIFIED HEIGHT RECESSED PIN FIXI�URE L3 240V AIR HANDLER HVAC –I SATISFIED. INCHES AFF DECORATIVE LIT MIRROR DIRECTIONAL RECE 'SED CAN L4 F4 TELEPHONE OUTLET IN ATTIC L _LH_ J GFCI /TEL NOTE 4: ALL INTERIOR LIGHTING IS TO BE SHIELDED FROM THE DUPLEXGFCI SLOPED CEILING EXTERIOR WITH "TURTLE GLASS" AT EXTERIOR GLAZING TO LIMIT DUPLEX GCFI WATERPROOF EXTERIOR DECORATIVE FIXTURE F5 DATA CONNECTION AIR HANDLER HVAC INSIDE -TO -OUTSIDE LIGHT TRANSMITTANCE TO 45% WITHIN THE GWP RECESSED CAN FI ITURE L5 A.H. VISIBLE LIGHT SPECTRUM OF 400 TO 700 NANOMETERS. QUADROPLEX OUTLET SLOPED CEILING SMOKE AND CARBON MONOXIDE NOTE 5: ASSUME ALL NEW SWITCHES TO BE DIMMABLE TO BE FLOOR OUTLET OO EXTERIOR RECESSE CAN L6 RECESSED EXTERIOR F6 DETECTOR WIRED W/ BATTERY �S) ATTIC ACCESS HATCH CONFIRMED WITH OWNER. STEP LIGHT BACKUP- CEILING MOUNTED 30.5"X54" PULL DOWN LADDER 240 VOLT OUTLET � 24oV ;� L� ONE ALARM ACTIVATES ALL NOTE 6: ALL LIGHT FIXTURES TO BE LED AS PRACTICAL INTERIOR RECESSE CAN WALL RECESSED NIGHT LIGHT ® F7 JUNCTION BOX D WET AREA II LIGHT SENSOR NOTE 7: DUPLEX OUTLETS TYPICALLY MOUNTED 18" AFF. WHERE JUNCTION BOX WITH GFCI INTERIOR WALL SCd NCE WL1 CEILING FAN MOUNTED ABOVE 36" AFF TURN OUTLETS HORIZONTAL. GFC� RECESSED WALKWAY LIGHT 0 F8 NOTE 1: ALL ELECTRICAL WIRING TO BE TV Q1V MODULIGHTOR WALL ART LIGHT WL2 FIXTURE INSTALLED IN ACCORDANCE WITH CURRENT NOTE 8: AT EXISTING COTTAGE TO BE RENOVATED, SOME NEW JUNCTION BOX FOR EXHAUST FAN SILENT 80 CFM E� N.E.C. REQUIREMENTS. ALL BEDROOM ELECTRICAL WIRING IS SHOWN AT AREAS TO BE MODIFIED. INCLUDES CABLE AND DATA EXTERIOR WALL SCONCE WL3 DECORATIVE CEILING MOUNTED F9 OUTLETS TO HAVE ARC FAULT CIRCUIT ALL NEW WIRING TO COMPLY WITH CURRENT CODE. IN 240 VOLT JUNCTION BOX 240V EXTERIOR LIGHT FIXTURE INTERRUPTERS PER NEC ARTICLE 210-12. GENERAL, ELECTRICIAN SHOULD ASSESS EXISTING CONDITIONS IRRIGATION CONTROLS OUTLET --� IRR DECORATIVE EXTERIOR WL4 TO DETERMINE NEED FOR UPGRADES BUT EXISTING WIRING WALL SCONCE EXHAUST HOOD WITH INTEGRAL E><.�i POOL LIGHT ®F10 DOWNLIGHTS AND SWITCHES—\j NOTE 2: LAYOUT LINES GENERALLY FOR OTHER AREAS IS HERE CONSIDERED UNCHANGED. SMOKE WALL SWITCH -- $❑ REFERENCE THE CENTER OF CEILING BAY, AND CARBON MONOXIDE DETECTORS WILL BE PROVIDED PER 3 WAY WALL SWITCH $3 LED SURFACE MTD FIXTURE F� RECESSED INTERIOR ® F11 SPEAKERS MOUNTED TO ��)) NEARBY WINDOW, DOOR OR WALL SEGMENT. CURRENT CODE REGARDLESS OF EXISTING CONDITION. 4 WAY WALL SWITCH $ 24X24 OR RECESSED AT CEILING 4n UL1 LED UNDER CABINET REMOTE SWITCH $R LED SURFACE MTD FIXTURE F CLOSET STRIP LIGHTING U L2 GAS TANKLESS WATER HEATER ®TWH I ❑ DISPOSAL SWITCH $DISP 48X24 N E S 2' 4' 8' SECOND FLOOR ELECTRICAL PLAN 29 12-22-17 02-05-18 07-01-18 1 REED III INC O U U ^ U Q��WN WIC W N E S 2' 4' 8' SECOND FLOOR ELECTRICAL PLAN 29 12-22-17 02-05-18 07-01-18 1 REED III 1D BEACH SUNFLOWER 67 30" O.C. 1 GAL DDBEACH SUNFLOWER 30" O.0 1 GAL sP NEW SABLE PALM 2 8' AND 10' CLEAR TRUNK ZP COONTIE PALM 3 7 GAL RI DWARF INDIAN HAWTHORNE 13 30" O.C. 3 GAL TA DWARF ASIAN JASMINE 100 1' O.C. 4" POTS FG FLORITAM GRASS SOD 205 AT TURF BLOCK I I COpt p44�0 CONCI EWA eye 0L LINE W Je t I i I I TO IBE RENOVATED (OTTAG I I I I ----I Itirm CONCffTE DRIVEWAY PALM REM W® www PODOCARPUS fPM 2' O.C. 7 GAL 30 FIG VINE ( FP 2' O.C. 1 GAL \9_�, KNOCK OUT ROSE RK 3 GAL \\, BLUE WHITE FOUNTAIN GRASS PA 2' O.C. 1 GAL 10 NEW SABAL PALM SP 12' CLEAR TRUNK MATCHING 4 DWARF ASIAN JASMINE TA 1' O.C. 4" POTS 30 LIRIOPE SUPER BLUE SP 2' O.C. 1 GAL 4 LIRIOPE SUPER BLUE SP GRAVEL DWARF INDIAN HAWTHORNE ( RI 30" O.C. 3 GAL \, �O RI< LIRIOPE SUPER BLUE SP r 2' O.C. 1 GAL 22 / DWARF INDIAN HAWTHORNE SF RI 1 30" O.C. 3 GAL 7 i2` LIGUSTRUM HEDGE FICUS PUMILA HELIANTHUS DEBILIS FIG VINE BEACH SUNFLOWER 5' O.C. 30 GAL 3 HIBISCUS ROSA—SINESIS 7 3 2 30 GALLON COMMUNITY DEVELOPMENT ILEX CRENATA LIGUSTRUM 11 DENIED 2 O.C. 1 GAL 29 NEW FLORITAM GRASS SOD FG 4820 GRAVEL GR w w w w w w w w ww w w w w w w w ww www w w w� w w ww w w ww w O® �ZM CM WALw wwwwwALUMINtMIvPICKET, fVC0 KLEOT R,FENCE � 4 y MAX�0° >wwww w ww ww o , wwww w. ww ❑ ❑ �\ Ww " � u`Vwwww wwww. ww`� yw .yww �wyWWyWWwWWw Www wwwww .wwww ww w wwwww W w v w w w w CONCRETE �,'t,.f- :.- r �.- a wwww wwwww wwwwwwwwwwww www www wwwwww .w.w w www. wwww www. www w w WWWwW `wwwwwwww w 'o w ' ^- �-c� �_ . -' _ w WALKWAY wo w W 0 HOSE B I w w w w w w w w w w w - 1 `` � ❑ I L _� � v w w w v w w w w w w w w w w YtxI w w w w w w w w W w www ww ww w w ww vwy ww ww w wwwwwwwwwwww www wwww w w www wwv w w .wwwwww ,wwwwwwwwwwwwww w wwww ww wwww ww ww �� j -- I I ww www wyw ww wwwwwwwwww wwwwwww`ww wwww wwwwwwwwww w wwww wwwwww --'- I w w w w w w w w w wwwwww w w w w w w w w ._./ w W w J• ❑ I w w w w w w wwwwwwww w w w w w w w w ww www. www wwwwwwwwww wwwww w w w w w w w w w w w w w w www w WOOD,,w w w w w w w w w w w w w �XhSTHNC�� w w w w w w w w ww w w w � w w w w w ©SCK .AND ."rLAGP�LE w w w w w w w w w w w w w w w w w w w w w _ I wwwwwwwwwwww w w ww wwwww www wTO BE REMOVED — — L -J I ww ww www �wwwwwww`w w www�www�ww w wwwww www w ww ww w www PALM REMOVE 400, i _ x 21 ------ f wwwww avowWw w w � y I\ yww""ww ww II 1 I�, �wwwwwWw wwWwWwWwww II -- ,- NEW i PALIO EUV„Eu I I I I H USE PALM REMOVED --- -- _ C0 f -ET ---WA- AY GAT WAY _ a I -- ------ lu Y � ..0_0_00°0� oW oW or o•"d_ .� °app ww ww ww wwwww � I oSO°o�o"�"o°wOOow�w °FooO wcu, °°o°ddO� oocCodoYp�S} oOioQ° ®gp©oCp o0o9pao� �0oa.°0w� oQ0COcyaw.h. 0 .w0w ww D dqwwoS��, =� d =www �ID °O0 OO 0 7OYpOo'b �O Ow7 ®° ��OOpp�aao A�oq 00 o o — -III Y — ❑ I _ ❑ l ------ .I o �o�� o�°�•� �oaoo< I w w w w w w w w w w wwww 00 � � Ove, 0 � . w. w w . w w w w w w w w w w. w w w y V® / I I ❑ I I I �_ Q a ca o w � o I' w I ww ww www ywwwwwwwwww :ywwwwww wwww w w www wwwwww�w w�wwwwwwwW ww www www wwwwwwwwww wwwww w w wWwWwWwwwywWwwwww��,Www www w�wW ww %%%%%% vW www YWw .wwwwww w Www. wwwwwwwwww w wwwwwwwww�ww WwwwwwW Www` w w w w w w w w w Ww Vwy °WW LLy�wwWwWw WyyW�w w W�w �ywwwwwww wwwwww WWWWWWWWWwW" �w „wW www wwWwww�wwwWw� WWwwWw.WWWwwWw"wF� wwWwwwywWw w ww ww.yww pwop�o°°ooc®� -�Z,02w w www w wwww w wwww wwwwww wwwwwwww Www w` ww wwwwww w w w w w w w w w w w w w w w w O O H Ca Q© © � _ a w p° pOpOOp00' ow°°O�� Opp A w w w w w w w w w w w w w w w w www w w w w w w w w w w w wwww www w w w y I w w w o' p� (Ya0©OQf91 d©pS�° O�0°�` wlw w w www w w w w w w w w ..wwwww � w w w w w www w w w w w w w w w w w wwwww w w w w w w w www w�, o„O©�o0o0g0� 9pdpw a,�pQ .,,,n w w w w www ww w w � IIS � I � w w yww wwww`. www" w w w w www ww ww wwwwwwww 0 0 0 0l o a o �ww w w w w w w w w w . w w w w w w w cs o w w w w w w w c� w w 0y w w w o w wo w w w wo w w wo v w a y w w w a w w w w o w w c� w w oo�Qp�O�pQ� po0o a°"°oo°po; f wlwwWw w w w . wwww w w w w w www www www www wwww w www w w w w www ywy .wwwwwwww .wwwwww w G o 0 o w w - - --- w w w w w w w w w w w w w w w w o opG� I” - wo p � w w w w � d O ®� O •O y tl� o, w it w � w w w w w y w ,, w dQ` ,I � �;�. ✓� �� ,}\' �`n"G, > � '`.<'; y ,, w w w w w w w w w w w w w w 0 0 0 0 w w w w w w w w w w w .o wo 0 0 0 0 0. ca •� � w � ..o � Q4/` w� "� � w wQp� I � �, `� '� " ', . w w w w w w . w w w w w w w w w w w w w w w w w HOSE A w w w w w w w w w w BRONZE .yda OREDv w. Q wwwww w y wwwwwwww wwwww www "FEN.y w w w w z, y w w w w w MAS 60'w w°H i G IST w� �° M 1'Nw 4 , . y y w m K L° O"V,ED w w .(�1D� "�� � 0_, � w wPA w wwwwww yww ww w wwwww w w � " " w " w FG FLORITAM GRASS SOD 430 OVER ECO BLOCK HD BEACH SUNFLOWER 10 30" O.0 1 GAL MG MUHLY GRASS 12 2' O.C. 1 GALLON DSP SABAL PALM 1 10' CLEAR TRUNK ZP COONTIE PALM D3 7 GAL PA WHITE FOUNTAIN GRASS 30 2' O.C. 1 GALLON BAA AGAPANTHUS 2 ' O.C. 1 16 GALLON EG BLUE DAZE GROUNDCOVE 90 2' O.C. 1 QT. SP NEW SABAL PALM 3 10' CLEAR TRUNK MATCHING wr -7� � 'iota..- y►v��Y c_ A�\gra ������ ` �.� � Vii° ♦r � � `� r� � � I' r �� / / FIG VINE � �FP 2 0 I GAL BIRD OF PARDISE bR 3' O.C. 3 GAL NEW SABAL PALM jSp 2' CLEAR TRUNK MATCHING 2 SEVILLE GRASS SOD G 1 50 COONTIE PALM P 7 GAL �9 KNOCK OUT ROSE RI< 3 GAL 24 AGAPANTHUS r HIBISCUS HF 3 GAL / EXISTING SABAL PALM SF TO REMAIN 1 HOLLY FERNcl 3 / i2` 1 GALLON 1 GALLON FP HD FICUS PUMILA HELIANTHUS DEBILIS FIG VINE BEACH SUNFLOWER 27 1 GALLON 7 GALLON HR HIBISCUS ROSA—SINESIS HIBISCUS SKY PENCIL 3 2 30 GALLON IC ww ww www ywwwwwwwwww :ywwwwww wwww w w www wwwwww�w w�wwwwwwwW ww www www wwwwwwwwww wwwww w w wWwWwWwwwywWwwwww��,Www www w�wW ww %%%%%% vW www YWw .wwwwww w Www. wwwwwwwwww w wwwwwwwww�ww WwwwwwW Www` w w w w w w w w w Ww Vwy °WW LLy�wwWwWw WyyW�w w W�w �ywwwwwww wwwwww WWWWWWWWWwW" �w „wW www wwWwww�wwwWw� WWwwWw.WWWwwWw"wF� wwWwwwywWw w ww ww.yww pwop�o°°ooc®� -�Z,02w w www w wwww w wwww wwwwww wwwwwwww Www w` ww wwwwww w w w w w w w w w w w w w w w w O O H Ca Q© © � _ a w p° pOpOOp00' ow°°O�� Opp A w w w w w w w w w w w w w w w w www w w w w w w w w w w w wwww www w w w y I w w w o' p� (Ya0©OQf91 d©pS�° O�0°�` wlw w w www w w w w w w w w ..wwwww � w w w w w www w w w w w w w w w w w wwwww w w w w w w w www w�, o„O©�o0o0g0� 9pdpw a,�pQ .,,,n w w w w www ww w w � IIS � I � w w yww wwww`. www" w w w w www ww ww wwwwwwww 0 0 0 0l o a o �ww w w w w w w w w w . w w w w w w w cs o w w w w w w w c� w w 0y w w w o w wo w w w wo w w wo v w a y w w w a w w w w o w w c� w w oo�Qp�O�pQ� po0o a°"°oo°po; f wlwwWw w w w . wwww w w w w w www www www www wwww w www w w w w www ywy .wwwwwwww .wwwwww w G o 0 o w w - - --- w w w w w w w w w w w w w w w w o opG� I” - wo p � w w w w � d O ®� O •O y tl� o, w it w � w w w w w y w ,, w dQ` ,I � �;�. ✓� �� ,}\' �`n"G, > � '`.<'; y ,, w w w w w w w w w w w w w w 0 0 0 0 w w w w w w w w w w w .o wo 0 0 0 0 0. ca •� � w � ..o � Q4/` w� "� � w wQp� I � �, `� '� " ', . w w w w w w . w w w w w w w w w w w w w w w w w HOSE A w w w w w w w w w w BRONZE .yda OREDv w. Q wwwww w y wwwwwwww wwwww www "FEN.y w w w w z, y w w w w w MAS 60'w w°H i G IST w� �° M 1'Nw 4 , . y y w m K L° O"V,ED w w .(�1D� "�� � 0_, � w wPA w wwwwww yww ww w wwwww w w � " " w " w FG FLORITAM GRASS SOD 430 OVER ECO BLOCK HD BEACH SUNFLOWER 10 30" O.0 1 GAL MG MUHLY GRASS 12 2' O.C. 1 GALLON DSP SABAL PALM 1 10' CLEAR TRUNK ZP COONTIE PALM D3 7 GAL PA WHITE FOUNTAIN GRASS 30 2' O.C. 1 GALLON BAA AGAPANTHUS 2 ' O.C. 1 16 GALLON EG BLUE DAZE GROUNDCOVE 90 2' O.C. 1 QT. SP NEW SABAL PALM 3 10' CLEAR TRUNK MATCHING wr -7� � 'iota..- y►v��Y c_ A�\gra ������ ` �.� � Vii° ♦r � � `� r� � � I' r �� / / FIG VINE � �FP 2 0 I GAL BIRD OF PARDISE bR 3' O.C. 3 GAL NEW SABAL PALM jSp 2' CLEAR TRUNK MATCHING 2 SEVILLE GRASS SOD G 1 50 COONTIE PALM P 7 GAL �9 KNOCK OUT ROSE RI< 3 GAL 24 AGAPANTHUS r HIBISCUS HF 3 GAL r3 EXISTING SABAL PALM SF TO REMAIN 1 HOLLY FERNcl 3 2' O.C. 2 GAL i2` PODOCARPUS � SP 2' O.C. 7 GAL 00 BOXWOOD BM 18" O.C. 3 GAL 24 AGAPANTHUS AA 2' O.C. 1 GAL 52 SKY PENCIL IC 7 GAL 2 EXISTING SABAL PALMS SF TO REMAIN 3 SEVILLE GRASS SOD ( Sc - SAW PALMETTOY sr VARIED HEIGHTS 3 LIGUSTRUM HEDGE L- 5' O.C. 30 GAL 8 DWARF INDIAN HAWTHORNE R., 3' O.C. 3 GAL 5 FLOITAM GRASS SOD PROTECTED TREES ON SITE i PROTECTED TREES TO BE REMOVED SABAL PALMS: 6 PROTECTED TREES TO REMAIN: SABAL PALMS: 4 PROTECTED TREES TO BE ADDED SABAL PALMS: 12, (8' TO 12' CLEAR TRUNK) PLANT MATERIAL SCHEDULE 00 BOTANICAL NAME COMMON NAME COUNT REMARKS AA AGAPANTHUS AFRICANUS LILY OF THE NILE 68 24 1 GALLON 3 GALLON BM BUXUS MICROPHYLLA BOXWOOD HOLLY FERN 25 2 GALLON CF EG CYRTOMIUM FALCATUM EVOLVULUS GLOMERATUS BLUE DAZE 90 20 1 GALLON 1 GALLON FP HD FICUS PUMILA HELIANTHUS DEBILIS FIG VINE BEACH SUNFLOWER 27 1 GALLON 7 GALLON HR HIBISCUS ROSA—SINESIS HIBISCUS SKY PENCIL 3 2 30 GALLON IC ILEX CRENATA LIGUSTRUM 11 30 GALLON LJ LIGUSTRUM JAPONICA "SUPER BLUE" SUPER BLUE LIRIOPE 55 1 GALLON LM MG LIRIOPE MUSCARI MUHLENBERGIA CAPILLARIS MUHLY GRASS 12 1 GALLON NG NEOMARICA GRACILLIS APOSTLE IRIS WHITE FOUNTAIN GRASS — 10 3 GALLON 3 GALLON PA PENNISETUM ALOPECUROIDES 45 7 GALLON PM PODOCARPUS MACROPHYLIA MAKI JAPANESE YEW DWARF INDIAN HAWTHORNE 35 3 GALLON RI RAPHIOLEPIS INDICA ALBA SABAL PALM 1 8' CLR TR SP SABAL PALMETTO SABAL PALM 5 10' CLR TR SP SABAL PALMETTO SABAL PALM 6 12' CLR TR SP SR SABAL PALMETTO SERENOA REPENS BLUE SAW PALMETTO 3 VARIED SIZES 3 GALLON RK ROSA SP. "KNOCKOUT" KNOCKOUT ROSE 7 5 3 GALLON SR STELITZIA REGINA BIRD OF PARADISE DWARF ASIAN JASMINE 100 POTS TA TRACHELOSERMUM ASIATICUM COONTIE PALM 74" ON ZP ZAMIA PUMILA 5455 SF FG FLORATAM GRASS SOD 1350 SF SG SEVILLE GRASS SOD SHREDDED CYPRESS MULCH AS REQUIRED 1 X4 PT PINE BOARD EDGING AS REQUIRED ALL PLANTS SHOULD BE FLORIDA FANCY #1 4' 8' 16'� LANDSCAPE PLANTING PLAN L1 12-22-17 .,IAVW DUNEE ill ;ARCHKI T , 00 O W U � � O � �crCA �WWw�C Q ~ cn cn CA � W o 4' 8' 16'� LANDSCAPE PLANTING PLAN L1 12-22-17 .,IAVW DUNEE ill ;ARCHKI T , DESIGN CRITERIA DESIGN CODE: --------------- 2017 FLORIDA BUILDING CODE - RESIDENTIAL DESIGN LOADS: -------------- ACTUAL AND UNIFORM ROOF LOADING: (cd=1.25) TOP CHORD LIVE LOAD - - - - - - - - - - - - - - - - - - - - - - 20 psf TOP CHORD DEAD LOAD ----------------------7 psf (ALL OTHER) TOP CHORD DEAD LOAD - - - - - - - - - - - - - - - - - - - - - - 20 psf (TILE SHINGLES) BOTTOM CHORD LIVE LOAD -------------------- 0 psf BOTTOM CHORD DEAD LOAD - - - - - - - - - - - - - - - - - - - 5 psf FLOOR LOADING: (cd=1.00) TOP CHORD LIVE LOAD (INTERIOR) --------------- 40 psf TOP CHORD LIVE LOAD (BALCONIES) -------------- 60 psf TOP CHORD DEAD LOAD _-------------------- 20 psf BOTTOM CHORD LIVE LOAD-------------------- 0 psf BOTTOM CHORD DEAD LOAD - - - - - - - - - - - - - - - - - - - 5 psf DEFLECTION CRITERIA: TRIBUTARY AREA (sf) ROOF FRAMING: LIVE LOAD L/360 TOTAL LOAD L/240 EDGE STRIP (PSF): a = 5'- 0 FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 & 0.75" MAX WIND LOADING: (ASCE 7/10) 50 BASIC WIND SPEED - - - - - - - - - - - - - - - - - - - - - - - - - 130 MPH IMPORTANCE FACTOR ----------------------- 1.00 MEAN ROOF HEIGHT ------------------------ 34 FT ROOF PITCH ----------------------------- 6/12 BUILDING CATEGORY ------------------------ II EXPOSURE CATEGORY _----------------------- D ENCLOSURE CLASSIFICATION _------------------- ENCLOSED INTERNAL PRESSURE COEFFICIENT - - - - - - - - - - - - - - - - f .18 COMPONENTS & CLADDING ALLOWABLE PRESSURES TRIBUTARY AREA (sf) INTERIOR ZONE (PSF) EDGE STRIP (PSF): a = 5'- 0 10 +30.2 -32.9 +30.2 -40.5 50 +27.1 -29.6 +27.1 -34.2 100 +25.7 -28.2 +25.7 -31.2 GARAGE DOOR PRESSURES (PSF) 1 CAR +30.2 GARAGE DOOR -32.9 (8'x7') 2 CAR +27.1 GARAGE DOOR -29.6 (16'x7') THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. LINEAR INTERPOLATION IS PERMISSIBLE. PLUS = PRESSURE AND MINUS = SUCTION. THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE DESIGNED FOR EDGE STRIP PRESSURES. DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. FEMA RELATED DESIGN CRITERIA FEMA RELATED DESIGN CRITERIA FEMA (BFE): FEMA VE 13 (NGVD) + 1 FT SJC = 14 (NGVD) = +12.90' NAVD DEP MONUMENT NUMBER - DU R-047 100 YR. STORM ELEVATION - +16.3' NAVD (FROM MONUMENT) 100 YR. STORM DESIGN GRADE ELEVATION - +4.40' NAVD (FROM MONUMENT) BOTTOM OF PILING - -25.00' NAVD BOTTOM OF LOWEST HORIZONTAL STRUCTURAL ELEVATION - +16.3' NAVD. STRUCTURAL METAL CONNECTORS ARE IN CONFORMANCE WITH TABLE 1, FEMA - TECHNICAL BULLETIN 8 96. ALL CONCRETE REBAR COVERAGE HAS BEEN SPECIFIED AS REQUIRED BY ACI. VE CONSTRUCTION CERTIFICATION STATEMENTS AT THE FEW LOCATIONS WHERE THE PILE SPACING HAS BEEN REDUCED TO LESS THAN 8:1 RATIO (PER FBC 3109.4), THE PILES HAVE BEEN DESIGNED TO RESIST THE ADDITIONAL LOADS FROM FLOOD WATERS AND TRAPPED DEBRIS. FND. AND STRUCTURE IS ANCHORED TO RESIST FLOTATION, COLLAPSE AND LATERAL MOVEMENT DUE TO THE COMBINED EFFECTS OF WIND AND WATER LOADS ACTING SIMULTANEOUSLY ON THE BLDG. COMPONENTS THAT RECEIVE SUCH LOADING. BREAKAWAY ELEMENTS COMPLY WITH THE INTENT OF TECHNICAL BULLETIN 5 'FREE OF OBSTRUCTION REQ'. GENERAL NOTES. GENERAL NOTES: THESE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. TYPICAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. ALL WORK, MATERIALS AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS AND SAFETY REQMT'S. FOR CLARITY, ALL OPENINGS MAY NOT BE SHOWN ON DRAWINGS. SEE ALSO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS. ALL OPENINGS AND PENETRATIONS SHALL BE LOCATED AND VERIFIED BY ALL TRADES FROM DRAWINGS MADE BY THEM. CONTRACTOR SHALL NOT PROCEED WITH ANY WORK SHOWN ON DRAWINGS IF IN CONFLICT UNTIL RECEIVING CLARIFICATION FROM ARCHITECT. FOR FRAMING AT OPENINGS, SEE TYPICAL STRUCTURAL DETAILS. WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR PLAN NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL SIMILAR OR LIKE CONDITIONS UNLESS OTHERWISE NOTED. CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR SPECIFICATIONS OF ACI, PCI, AISC, SJI OR OTHER STANDARDS. WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE STRICTEST REQUIREMENT SHALL GOVERN. MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITION`, AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. FOR DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS, SEE ARCHITECTURAL DRAWINGS. DO NOT SCALE FOR DIMENSIONS NOT SHOWN ON DRAWINGS. SEND WRITTEN REQUEST FOR INFORMATION TO THE ARCHITECT FOR DIMENSIONS NOT PROVIDED. ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS. RESOLVE ALL DISCREPANCIES WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. DO NOT SCALE DRAWINGS COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. GENERAL NOTES (CONTINUED) CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORT`;. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY REGULATIONS FOR ITS EMPLOYEES, NO STRUCTURAL CHANGE FROM THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE IN THE FIELD UNLESS WRITTEN APPROVAL IS OBTAINED PRIOR TO MAKING SUCH CHANGE. CHANGES WITHOUT THE WRITTEN APPROVAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONDITION SHALL BE REPAIRED OR REPLACED AS DIRECTED. THE MECHANICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF THE REQUIRED INSERTS WITH THE GENERAL CONTRACTOR. REFER TO MECHANICAL DRAWINGS FOR SUPPORT STRUCTURES AND INSERTS. THE MECHANICAL CONTRACTOR SHALL FURNISH ALL NECESSARY STRUCTURES FOR MECHANICAL EQUIPMENT, HANGING DEVICES AND INSERTS FOR INSTALLATION OF MECHANICAL EQUIPMENT. FOR ELEVATORS ASSOCIATED WITH THIS PROJECT, EDGE OF SLAB OPENINGS AT PIT, FOUNDATION, FLOOR FRAMING AND ROOF FRAMING HAVE BEEN COORDINATED FOR DIMENSIONS, SLAB EDGE SUPPORTS, HOIST BEAM SUPPORTS AND RAIL SUPPORTS BASED ON ELEVATOR CUT SHEETS PROVIDED DURING THE DESIGN PHASE FOR THIS PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE ELEVATOR MANUFACTURER FOR THE ELEVATOR(S) TO BE INSTALLED ON THE PROJECT AND SHALL ADJUST SLAB OPENING DIMENSIONS, PROVIDE MISCELLANEOUS FRAMING AS REQUIRED FOR SLAB OPENING ADJUSTMENTS, SLAB EDGE SUPPORTS, RAIL SUPPORTS AND HOIST BEAM SUPPORTS, AS REQUIRED. CONTRACTOR SHALL COORDINATE WITH ARCHITECT FOR ALL REQUIRED ADJUSTMENTS AS NOTED AND SHALL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH ANY REQUIRED ADJUSTMENTS NOTED ABOVE FOR INSTALLATION OF ELEVATOR(S) AT NO ADDITIONAL COST TO OWNER. MATERIAL SPECIFICATIONS: ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F1554 GRADE 36. QT WIRE ROPE: GALVANIZED "AIRCRAFT" DESIGNED 7x19, 270KSI WIRE ROPE. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" LARGER THAN REBAR SIX AND '/8" LARGER THAN THREADED ROD SIZE. (U.O.N.) EPDXY: RED HEAD EPCON G5. REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. FOUNDATIONS: THE AUGER CAST PILES AND FOUNDATION HAVE BEEN DESIGNED BASED ON THE RECOMMENDATIONS PROVIDED BY ELLIS & ASSOCIATES, INC. REPORT No. 4224-0001 DATED OCTOBER 4, 2013. THE PILE SUPPORTED FOUNDATION SHALL UTILIZE 14" DIAMETER AUGER CAST PILES WITH A GROUT STRENGTH OF 5000 PSI AND SHALL HAVE A CAPACITY OF 33 TONS IN COMPRESSION, 9 TONS IN TENSION CAPACITY AND 3 TONS IN SHEAR. ALL AUGER PILE REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER OF 3" TO THE #3 TIES. AUGER PILE PLACEMENT TOLERANCE: PLUS OR MINUS 2 INCHES. THE CONTRACTOR SHALL ENGAGE THE SERVICE OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR AN APPROVED TESTING AGENCY TO SUPERVISE AND CERTIFY THAT THE PILE INSTALLATION COMPLIES WITH THE DESIGN REQUIREMENTS. RECORDS OF THE REINFORCING FOR EACH PILE; EACH INDIVIDUAL PILE DEPTH AND QUANTITY OF CONCRETE GROUT VOLUME INSTALLED FOR EACH PILE; TOTAL NUMBER OF INSTALLED PILES; TOTAL LENGTH OF INSTALLED PILES; TOTAL CALCULATED CONCRETE GROUT VOLUME FOR ALL OF THE PILES; ACTUAL TOTAL CONCRETE GROUT VOLUME INSTALLED FOR ALL OF THE PILES; AND DEVIATION OF EACH PILE FROM THE SPECIFIED LOCATION SHALL BE KEPT AND SUBMITTED TO THE ENGINEER OF RECORD UPON COMPLETION OF THE AUGER PILE WORK. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT THE STRUCTURAL ENGINEER.. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE USING SUPPORT BARS AND CHAIRS. IN ALL CONTINUOUS FOOTINGS PROVIDE #4 @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS THE GEOTECHNICAL ENGINEER SHALL ACT AS THE OWNER'S REPRESENTATIVE AND SHALL MAKE OBSERVATIONS AND TESTS AS CONSIDERED NECESSARY FOR QUALITY CONTROL. WHERE FOUNDATIONS OR OTHER CRITICAL ELEMENTS ARE TO BE SUPPORTED ON ENGINEERED FILL, CONTINUOUS OBSERVATIONS AND TESTS OF GRADING OPERATIONS SHALL BE MADE BY THE GEOTECHNICAL ENGINEER. ALL TESTS SHALL BE PERFORMED IN ACCORDANCE WITH PROCEDURES SET FORTH IN THE CURRENT BOOK OF STANDARDS OF THE AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM). WHERE FILL IS REQUIRED, IT SHALL BE PLACED IN ACCORDANCE WITH INSTRUCTIONS OF THE PROJECT GEOTECHNICAL ENGINEER TO MAINTAIN DESIGN BEARING PRESSURE. UNLESS SPECIFICALLY NOTED AS "CANTILEVERED" ON PLAN OR DETAILS, WALLS RETAINING EARTH MUST BE SHORED CONTINUALLY PRIOR TO COMPLETION OF STRUCTURAL SLABS ON GRADES AND/OR ELEVATED SLABS HAVE BEEN PLACED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE DESIGN, ADEQUACY, SAFETY, AND STABILITY OF TEMPORARY ERECTION BRACING AND SHORING. BACKFILL AGAINST WALLS SHALL BE DEPOSITED EVENLY IN 8" TO 12" LIFTS AGAINST BOTH SIDES OF WALL UNTIL THE LOWER FINAL GRADE IS REACHED. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING OR SHORING FOR ALL WORK DURING THE CONSTRUCTION PERIOD. BACKFILL SHALL NOT BE PLACED AGAINST WALLS UNTIL THE WALLS HAVE ACHIEVED 75% OF SPECIFIED DESIGN STRENGTH. FOOTINGS SHALL BE CENTERED ABOUT COLUMN LINES UNLESS NOTED OTHERWISE. TOP OF FOOTING ELEVATIONS PROVIDED ON DRAWINGS ARE FOR PURPOSES OF CONTRACT & SHALL BE ADJUSTED, AS REQUIRED, AT TIME OF EXCAVATION TO BEAR ON PROPERLY PREPARED SUPPORT SUBGRADE (PER GEOTECHNICAL REPORT RECOMMENDATIONS OR FIELD DIRECTIVES OF GEOTECHNICAL ENGINEER ON SITE) OR TO ADJUST FOOTING ELEVATIONS TO AVOID INFLUENCE BETWEEN FOUNDATIONS & BURIED PLUMBING. SEE TYPICAL FOOTING -TRENCH INFLUENCE DETAIL FOR SIMILAR REQUIREMENTS FOR INFLUENCE BETWEEN FOUNDATIONS & BURIED PLUMBING. DO NOT EMBED PIPING WITHIN OR PASS PIPING VERTICALLY OR HORIZONTALLY THROUGH ISOLATED FOOTINGS. WHERE THE GEOTECHNICAL ENGINEER FINDS AN UNSTABLE CONDITION IS BEING CREATED, EITHER BY CUTTING OR FILLING, THE WORK SHALL NOT PROCEED IN THAT AREA UNTIL AN INVESTIGATION HAS BEEN MADE AND THE GRADING PLAN REVISED. FILL TO BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. PLACE FILL IN LAYERS OF 8" THICK MAXIMUM & UNDER THE DIRECT SUPERVISION OF THE GEOTECHNICAL ENGINEER. FILL TO BE TESTED TO VERIFY COMPACTION AS REQUIRED BY THE GEOTECHNICAL ENGINEER. TESTS FOR DEGREE OF COMPACTION SHALL BE DETERMINED BY THE ASTM D-1556 OR ASTM D-2922 TEST METHODS. OBSERVATION AND FIELD TESTS SHALL BE CARRIED ON DURING FILL AND BACKFILL PLACEMENT BY THE GEOTECHNICAL ENGINEER TO ASSIST THE CONTRACTOR IN OBTAINING THE REQUIRED DEGREE OF COMPACTION. IF LESS THAN 95 (U.O.N. IN SOILS REPORT) PERCENT IS INDICATED, ADDITIONAL COMPACTION EFFORT SHALL BE MADE WITH ADJUSTMENT OF THE MOISTURE CONTENT AS REQUIRED COMPACTION IS OBTAINED. CAST -IN-PLACE CONCRETE: TO BE MIXED AND PLACED IN ACCORDANCE WITH ACI 301, ACI 506 & 506.2. ALL REINFORCED CONCRETE TO HAVE 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: ALL STRUCTURAL ELEMENTS f'c = 4000 PSI UNLESS NOTED OTHERWISE. • COLUMNS & WALLS: f'c = 4,000 P`>I • BEAMS & SLABS: f'c = 4,000 PSI • AUGERCAST PILES: f'c = 5,000 PSI • SLAB -ON -GRADE: f'c = 3,000 PSI CAST -IN-PLACE CONCRETE (CONTINUED) ALL CONCRETE MIX DESIGN SUBMITTALS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. UNLESS NOTED OTHERWISE, NORMAL WEIGHT CONCRETE (145 PCF) SHALL BE USED WITH 3/4" MAX. (ELEVATED) OR 1" MAX. (SLAB -ON -GRADE) COARSE AGGREGATE CONFORMING TO ASTM C 33. PROTECT FRESHLY POURED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD AND HOT TEMPERATURES. START CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM THE CONCRETE SURFACE AFTER PLACING AND FINISHING. ALL CURING PROCEDURES TO FOLLOW ACI 308. PROTECT CONCRETE FROM DAMAGE AND REDUCED STRENGTH CAUSED BY FROST, FREEZING ACTIONS AND LOW TEMPERATURES IN COMPLIANCE WITH ACI 306. PROTECT CONCRETE FROM DAMAGE AND REDUCED STRENGTH CAUSED BY HIGH TEMPERATURES IN COMPLIANCE WITH ACI 305. UNIFORMLY COOL WATER AND AGGREGATES BEFORE MIXING TO OBTAIN A CONCRETE MIXTURE TEMPERATURE OF NOT GREATER THAN 90 DEGREES FAHRENHEIT AT POINT OF PLACEMENT. WHERE NEW CONCRETE IS TO BE POURED ONTO EXISTING CONCRETE, ROUGHEN AND CLEAN SURFACE OF THE ADJOINING AREA AND COAT WITH SIKADUR 32 HI -MOD OR AN APPROVED BONDING AGENT. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. SEE ARCHITECTURAL, ELECTRICAL, MECHANICAL, FIRE PROTECTION AND PLUMBING DRAWINGS FOR DRIPS, CHAMFERS, REGLETS, SLOTS, SLEEVES, RUSTICATIONS, INSERTS ANCHORS AND OTHER EMBEDDED ITEMS NOT NOTED ON STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING & PLACING ALL EMBEDDED ITEMS SHOWN ON DRAWINGS & ADDITIONAL ITEMS NOTED IN THIS NOTE, AS REQUIRED BY OTHER TRADES, ALL OPENINGS REQUIRED BY OTHER TRADES ARE TO BE COORDINATED W/ARCH. & MECH. DWGS., AND ARE SUBJECT TO STRUCTURAL ENGINEERING APPROVAL. ALL OPENINGS IN CONCRETE SLABS SHALL BE LOCATED, SIZED AND REINFORCED (WITH THE EXCEPTION OF SMALL OPENINGS AND/OR SLEEVES OF A SIZE THAT WILL NOT DISPLACE OR INTERRUPT THE CONTINUITY OF THE REINFORCING) AS SHOWN ON RESPECTIVE FLOOR PLANS AND DETAILS. ALL OPENINGS IN SLAB LESS THAN 10" SHALL BE COORDINATED WITH ARCHITECTURAL & MEP DRAWINGS AND ARE SUBJECT TO STRUCTURAL ENGINEER'S APPROVAL, ANY ALTERATIONS REQUIRE APPROVAL OF THE STRUCTURAL ENGINEER. (SEE TYPICAL SLAB OPENING DETAIL). DEFECTIVE AREA IN CONCRETE INCLUDING, BUT NOT LIMITED TO, HONEY -COMBING, SPALLS, AND CRACKS WITH WIDTHS EXCEEDING 0.01 INCH SHALL BE REPAIRED. EXTENT OF DEFECTIVE AREA TO BE DETERMINED BY THE STRUCTURAL ENGINEER. CONCRETE SLABS ON GRADE (BREAK -AWAY): SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. C.J. DENOTES CONCRETE SLAB "CONTROL JOINT" WHICH SHALL BE CUT INTO THE SLABS AT A DEPTH OF '/ TIMES THE THICKNESS OF THE SLAB WITHIN 12 HOURS OF PLACING THE CONCRETE. MAXIMUM SPACING OF CONTROL JOINTS, UNLESS NOTED OTHERWISE, SHALL BE 5'-0" (MAX.) IN EACH DIRECTION (FEMA REQUIREMENT). . REFER TO ARCHITECTURAL/MECHANICAL FOR SLAB FINISHES, SLAB DEPRESSIONS, THICKENED SLABS (IN ADDITION TO THICKENED SLABS NOTED ON STRUCTURAL DRAWINGS), ELEVATIONS, AND ENCASED OR EMBEDDED ITEMS. PLUMBING AND ELECTRICAL CONDUITS SHALL BE PLACED BELOW THE SLAB AND NOT WITHIN THE SLAB, VERTICAL PENETRATIONS ARE ALLOWED. CONCRETE REINFORCING REINFORCING STEEL AND ACCESSORIES SHALL BE DETAILED IN ACCORDANCE WITH ACI 315-99 (MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES) AND CRSI MSP2-01 (MANUAL OF STANDARD PRACTICE) (IBC 2009: CRSI MANUAL OF STANDARD PRACTICE, 28TH EDITION) REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 (UNLESS NOTED OTHERWISE). UNLESS NOTED OTHERWISE, CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: 1. CONCRETE CAST AGAINST EARTH - - - - - - - - - - - - - 3„ 2. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 2" 3. WALLS ----------------------------- 3/4„ 4. COLUMNS/BEAMS (TO MAIN REINF.)- - - - - - - - - - 1 1/2" SPLICES IN REINFORCEMENT, WHERE PERMITTED SHALL BE AS FOLLOW: 1. WELDED WIRE MESH --------------------- 8 2. ALL OTHERS - - - - - - - - - - - - - - - - - - - - - - CLASS "B" TENSION, CASE 'T' MINIMUM U.O.N. (SEE CHART) SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE REINFORCING BAR SIZES AND PLACEMENT. WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT ADEQUATE SECTIONS, ELEVATIONS AND DETAILS IS NOT ACCEPTABLE. ALL WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A-706, GRADE 60, AND BE USED ONLY WITH PRIOR PERMISSION FROM THE STRUCTURAL ENGINEER. ALL TENSION SPLICES, INCLUDING SPLICES FROM BARS LABELED CONTINUOUS, SHALL CONFORM TO ACI 318-11. SPLICES SHALL BE CLASS B IN ACCORDANCE WITH ACI 318, UNLESS NOTED OTHERWISE. REINFORCEMENT SHALL BE SPLICED ONLY AT LOCATIONS SHOWN OR NOTED IN THE STRUCTURAL DOCUMENTS, EXCEPT REINFORCEMENT MARKED "CONTINUOUS" CAN BE SPLICED AT LOCATIONS DETERMINED BY CONTRACTOR. SPLICES AT OTHER LOCATIONS SHALL BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. (FBC 2010: ACI 318-08) WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A-185 AND BE LAPPED TWO FULL PANELS, TIED ON EACH SIDE AND SHALL BE SUPPLIED IN FLAT SHEETS. LONGITUDINAL REINFORCING BARS IN FOOTINGS SHALL BE PLACED CONTINUOUS AT CORNERS AND INTERSECTIONS. FOR EVERY VERTICAL OR HORIZONTAL BAR DISCONTINUED BY AN OPENING, ONE BAR (MIN. OF 2 BARS) SHALL BE ADDED @ SIDE OF OPENING (HALF TO EACH SIDE - TYPICAL). PROVIDE CORNER BARS AT ALL CONTINUOUS REINFORCING BARS AT ALL MEMBERS (FOUNDATIONS, WALLS, SLABS, BEAMS & OTHER MEMBERS). PROVIDE DOWELS FROM FOUNDATIONS, THE SAME SIZE & NUMBER AS THE VERTICAL WALL OR COLUMN REINFORCING, UNLESS NOTED OTHERWISE. ALL DOWELS AND TERMINATING BARS SHALL HAVE A STANDARD 90 DEGREE HOOK. ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS THROUGH CONTROL AND/OR CONSTRUCTION JOINTS AND AROUND CORNERS. Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph, 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P•ONTic' J� �;'GENSE 0, ,v No 3 - S OF ONA� Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 1 W J U0 LLJ L� Z > T 7n 7 LLj LLJ � � Q U cc Q� Q U Q m 1- Z LJ Ln U - Q DESIGN CRITERIA AND GENERAL NOTES LORA OT SCALE DIMENSIONS FROMWINGS. IF A DIMENSION ISUNCLEAR REFER TO THE HITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET S0,0 SHEET 1 OF 2.1 PLYWOOD ROOF SHEATHING: CONCRETE MASONRY: PRE—ENGINEERED STEEL STAIRS HANDRAII S & GUARDRAILS 19/32" APA RATED PLYWOOD SHEATHING 32/16 (EXPOSURE 1). MASONRY DESIGN AND CONSTRUCTION SHALL CONFORM TO ACI 530-05/ASCE `;-05/TMS 402-05 AND ACI COMPLY WITH NAAMM, NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS, "METAL STAIR MANUAL" ' ALL HANDRAILS AND GUARDRAILS SHALL BE DESIGNED FOR THE REQUIREMENTS OF 1607.7 OF THE REFERENCED BUILDING 602-05. CMU SHALL BE IN ACCORDANCE WITH ASTM C:90-75, HOLLOW LOAD—BEARING (CMU),. "LURE SHALL BE CAPABLE OF WITHSTANDING A 200 LB POINT LOAD OR 50 LONG SIDE OF PLYWOOD PANEL SHALL BE PERPENDICULAR TO THE SUPPORT WITH THE END JOINT OF THE PANE 530.1-05/ASCE 6-05/TMS _ CODE. HANDRAILS & SUPPORTING STRUCTURE WEIGHT WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI (f'm-1500 PSI). GROUT ALL ON AT ANY POINT ON THE RAIL AND TO THE REQUIREMENTS OF THE ALIGNED WITH THE CENTER OF THE TWO ADJACENT PANELS. (NO CONTINUOUS PANEL JOINTS). PANELS SHALL B TYPE 1, GRADE N-1, NORMAL LB FT LINE LOAD APPLIED IN ANY DIRECTION L REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE / CONTINUOUS OVER TWO OR MORE .SPANS. MINIMUM SIZE OF CONNECTION SHALL BE 0.113x2Y2" RINGSHANK NAILS @ 6 CELLS CONTAINING VERTICAL REFERENCED BUILDING CODE. BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". O.C. L-_DGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0 OF ROOF ASTM C-90. LAY IN RUNNING BOND UNLESS NOTE) ALL COMPONENTS SHALL BE DESIGNED AND DETAILED BY THE FABRICATOR FOR A MINIMUM 100 PSF LIVE LOAD, 2000 EDGE). CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT AND CONFORM TO LB. CONCENTRATED LOAD AND L/360 MAX. DEFLECTION. MINIMUM SIZES SHALL BE AS FOLLOWS: 0 MIN. CMU COMPRESSIVE STRENGTH = 1900 PSI). COMPLETE TEST REPORTS THAT SUITABLE EDGE SUPPORT SHALL BE PROVIDED AS RECOMMENDED BY THE AMERICAN PLYWOOD ASSOCIATION BY USE OF OTHERWISE. F' M SHALL BE 150 PSI ( 1. METAL PANS: 14 GA. (UNLESS NOTED OTHERWISE) COMPRESSIVE STRENGTH SHALL BE SUBMITTED TO THE BUILDING INSPECTOR. PANEL CLIPS OR LUMBER BLOCKING BETWEEN JOISTS. PANEL END JOINTS SHALL OCCUR OVER FRAMING. PLYWOOD DOCUMENT MINIMUM CO OTHERWISE 2. STRINGERS: C12x20.7 (UNLESS NOTED ) PANELS SHALL BE BLOCKED WITH 2x4 (MIN. U.N.O.) AT PERIMETER OF ROOF AND AT DIRECTIONAL CHANGES. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 3000 psi PER SIZE OF 3/8 PLACED AT AN 8" TO 11" SLUMP. MORTAR STEEL STAIRS SHALL BE SLAB SUPPORTED USING 4" DIAMETER STANDARD PIPE POSTS AS NEEDED. PROVIDE DETAILS ASTM C1019. GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATESO THAT STAIR CAN BE ASSEMBLED AND INSTALLED IN PROPER SEQUENCE WITH ADJACENT WORK. METAL PAN STAIR WOOD FRAMING S ASSOCIATION, AF & PA NDS -05, WITH 2005 SUPPLEMENT, AND AF&PA SPECIAL DESIGN TREADS AND SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. LANDINGS SHALL HAVE NOT LESS THAN 2" NOR MORE THAN 3" OF CONCRETE FILL FOR WALKING NATIONAL FOREST PRODUCT RROVISIONS FOR WIND & SEISMIC, SDPWS-05. JOINT REINFORCING — TRUSS TYPE, 9 GAUGE SPACED VERTICALLY AT 16" UNLESS NOTED OTHERWISE AND CONFORM TO SURFACES. COORDINATE WITH ARCHITECTURAL DRAWINGS & MEET ALL APPLICABLE LOCAL BUILDING CODES. TION. COMPLETE SHOP DRAWINGS (INCLUDING ALL LUMBER, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE, SHALL BE MILL SIZED AND SURFACED ON (4) SIDES. ALL ASTM A-82. SEE ARCHITECTURAL DRAWINGS FOR EXACT LAYOUT AND CONFIGURA SHALL BE STRAIGHT STOCK, FREE FROM WARP OR CUP, AND SINGLE LENGTH PIECES. SPLICES WILL NOT BE PERMIT TED MASONRY AS REQUIRED SHALL BE DOWELED INTO THE FOUNDATION AND EXTEND INTO MEMBERS, COMPONENTS, CONNECTIONS AND ALL LOADS CLEARLY INDICATED ON THE CALCULATIONS &SHOP DRAWINGS. EXCEPT WHERE SPECIFICALLY SO DETAILED OR AS DIRECTED BY THE ENGINEER. VERTICAL REINFORCING IN CONCRETE MA ( ) SHOP DRAWINGS SHALL SHOW & SPECIFY ALL CONNECTIONS UTILIZED WITHIN THE RAILING SYSTEM AS WELL AS THE BOND BEAM AT THE FLOOR OR ROOF. PROVIDE MIN. 4" X 4" OPENING AT U BLOCK FOR VERTICAL BAR. CONNECTIONS TO AND LOADS IMPOSED UPON THE STRUCTURAL FRAMING SYSTEM) FOR CONSTRUCTION OF STAIRS, EACH PIECE OF STRUCTURAL LUMBER, SHEATHING AND TIMBER SHALL BE MARKED WITH THE GRADE BY SUCH T MASONRY GROUTED CELLS AT EACH SIDE OF OPENING, EQUAL TO THE REINFORCING HANDRAILS, AND GUARDRAILS SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE IN COMPETENT AND RELIABLE ORGANIZATION WHOSE REGULAR BUSINESS IS TO ESTABLISH LUMBER GRADES. PROVIDE REINFORCING IN CONCRETE WHICH CONSTRUCTION WILL OCCUR AND SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION. DISPLACED. MINIMUM REINFORCING SHALL BE (1) TYPICAL REINFORCEMENT BAR AT EACH SIDE UNLESS REINFORCED CONCRET : UNLESS NOTED OTHERWISE, USE SPRUCE—PINE—FIR (SPF) OR SOUTHERN PINE (SYP), 19% MAX. MOISTURE CONTENT, AS JAMB IS CALLED OUT. EARTHWORK TESTING: FOLLOWS: PROVIDE JOINT REINFORCING AT 8" AT MASONRY BELOW GRADE, 2 ROWS AT 8" AT TOP AND BOTTOM OF OPENINGS, (EXTENDIT IS REQUIRED THAT THE SITE PREPARATION & FOUNDATION CONSTRUCTION BE MONITORED BY THE GEOTECHNICAL 24" EACH SIDE) AND 2 ROWS AT 8" AT BOND BEAMS. UNLESS NOTED OTHERWISE, WHERE MULTIPLE WYTHES OF CONCRETE ENGINEER OR HIS REPRESENTATIVE. THE FOLLOWING ARE RECOMMENDED MINIMUM SAMPLING AND TESTING FREQUENCIES. 1. DOUBLE TOP PLATES AND SILL PLATES SHALL BE (SYP#2). MASONRY ARE CONSTRUCTED AND/OR WHERE ADDITIONAL WYTHES OF CONCRETE MASONRY ARE ADDED TO EXISTING WYTHES 2. PLATES IN CONTACT WITH CONCRETE. OR CMU SHALL BE (SYP#2) P.T. EACH ADJACENT WYTHE SHALL BE TIED TO THE NEXT WYTHE WITH TYPICAL JOINT REINFORCING (NEW CONSTRUCTION FOR AT LEAST ONE MOISTURE—DENSITY (PROCTOR) TEST, ATTERBERG LIMITS TEST AND PERCENT FINER THAN #200 SIEVE 3. SILL PLATE ANCHORS PER FOUNDATION PLAN. TIES APPROVED BY ARCHITECT/ENGINEER (ADDITION TO EXISTING CONSTRUCTION) WITH TEST SHOULD BE PERFORMED PER EACH SOIL TYPE SUCH AS SUBGRADE AND SELECT FILL. 4. MIN. OF (SPF) UTILITY GRADE FOR INTERIOR NON—BRG. TOP PLATES. BOTH WYTHES) OR POST—INSTALLED LOCATIONS MATCHING THE SPACING/LOCATIONS FOR TYPICAL JOINT REINFORCING DESCRIBED IN THE GENERAL 5. USE (SPF#2) OR BETTER FOR ALL STUDS IN THESE PLAN S. SPACING /LOCATIONS IN STRUCTURE AREAS, AT LEAST 1 DENSITY AND MOISTURE CONTENT TEST PER 5000 SQUARE FEET OF SURFACE AREA 6. SPACE STUDS AT 24" O.C. IN NON—LOAD BEARING WALLS. NOTES. SHOULD BE PERFORMED ON THE SUBGRADE SOILS, AND AT LEAST 1 DENSITY AND MOISTURE CONTENT TEST PER 5000 7 BEAMS AND HEADERS (SYP#2). OND BEAMS AS REQUIRED IN ORDER TO GET SQUARE FEET OF SURFACE AREA SHOULD BE PERFORMED FOR EACH COMPACTED 8—INCH THICK LAYER OF FILL. TESTING 8 LOAD BEARING STUDS, & EXTERIOR STUDS (SEE WALL SCHEDULE) CONCRETE MASONRY UNITS SHALL BE CUT BELOW CONCRETE BEAMS OR BBACKFILL TRENCHES SHOULD BE AT LEAST 1 DENSITY AND MOISTURE CONTENT TEST PER 100 LINEAR FEET OF TRENCH 9. SUB—PURLINS, PLATES, BLOCKING (SPF #2) CONTINUOUS BEAM OR BOND BEAMS AT THE PROPER ELEVATION. PER 8—INCH COMPACTED FILL THICKNESS. AT 25% OF ANY ISOLATED COLUMN FOOTING LOCATIONS ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING. ELEVATION, UNLESS NOTED ALL CELLS BELOW GRADE AND SLAB ON GRADE SHALL BE GROUTED. A MINIMUM OF AT LEAST FIVE (5) DENSITY AND MOISTURE CONTENT TESTS SHOULD BE PERFORMED IN THE OTHERWISE ON PLAN. HORIZONTAL BEAMS, BOND BEAMS AND REINFORCING SHALL BE DISCONTINUOUS AT CONTROL JOINTS. BUILDING AREA ON THE SUBGRADE SOILS, AND A MINIMUM OF AT LEAST FIVE (5) DENSITY AND MOISTURE CONTENT TESTS SHOULD BE PERFORMED PER 8—INCH COMPACTED THICKNESS OF FILL IN THE BUILDING AREA. TESTING OF SPRUCE PINE FIR #2 SPECIFICATIONS: Fb=775 PSI, Fc(PARALLEL)= 1000 PSI, Fc=(PERP)=335 PSI, Fv=135 PSI, Ft=350 16 DEEP P BOND BEAMS MAY BE CONSTRUCTED OF 8" U BLOCK BELOW AND 8" STANDARD BLOCK ABOVE WITH BREAK AWAY BACKFILLED TRENCHES SHOULD BE AT LEAST 1 DENSITY AND MOISTURE CONTENT TEST PER 100 LINEAR FEET OF TRENCH PSI, E-1100 KSI TOP PART OF WEB. PER 8—INCH COMPACTED FILL THICKNESS. SOUTHERN PINE #2 SPECIFICATIONS PER LATEST SOUTHERN FOREST PRODUCTS. ASSOCIATION (SFPA SEE ARCHITECTURAL DRAWINGS ; FOR LAYING MASONRY AND LOCATION OF OPENINGS. ARCHITECT SHALL BE RESPONSIBLE FOR IT IS IMPERATIVE THAT A QUALIFIED FIELD TECHNICIAN BE ON—SITE DURING ALL SOIL PROCESSING AND PLACEMENT, ANY WOOD IN CONTACT WITH CONCRETE, MASONRY, OR SOIL, SHALL BE PRESSURE TREATED. THE DESIGN OF ALL FLASHING. CONCRETE TESTING: OF OWNER WILL EMPLOY AN INDEPENDENT TESTING LABORATORY TO PERFORM THE FOLLOWING TESTS AND SUBMIT TEST METAL CONNECTORS SHALL BE FASTENED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS TO DEVELOP THE FACE SHELLS OF BED JOINTS SHALL BE FULLY MORTARED. WEBS SHALL BE FULLY MORTARED IN ALL COURSESMAXIMUM PUBLISHED CAPACITY. PILASTERS, PIERS, COLUMNS, IN THE STARTING COURSE ON FOUNDATIONS WHERE ADJACENT CELLS/CAVITIES ARE TO BE REPORTS ON CAST—IN—PLACE CONCRETE: GROUTED, & WHERE OTHERWISE NOTED. • TM C143 STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE." SLUMP SHALL NOT EXCEED LIMIT ALL WOOD—TO—WOOD CONNECTIONS SHALL EMPLOY METAL ANCHORS. NO TOE OR END NAILING SHALL BE PERMITTED AS (LION), EXCEPT FOR AT TOP AND BOTTOM PLATES IN WALLS. METAL CONNECTORS SHALL BE FASTENED IN ACCORDANCE SHOP DRAWINGS INDICATED ON APPROVED MIX DESIGN, OR 6" (WHICHEVER IS SMALLER) HE CONTRACT DOCUMENTS WHICH ARE DESIGNED/ENGINEERED BY WITH MANUFACTURER'S INSTRUCTIONS TO DEVELOP THE PUBLISHED CAPACITY. ALL CONNECTORS SHALL BE G90 DESIGN OF PRE—ENGINEERED SYSTEMS SPECIFIED IN T SYSTEMS SHALL BE SEALED BY INFER. SUBMITTALS OF SUCH SYS C39 "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." CYLINDERS GALVANIZED STEEL, ALL ANCHORS IN CONTACT WITH PRESSURE TREATED, FIRE—RETARDANT OR WOLMANIZED WOOD OTHERS IS THE SOLE RESPONSIBILITY OF THE DELEGATED ENG ASTM AN ENGINEER LICENSED IN THE PROJECT STATE. SHALL BE TAKEN FOR EACH MIX DESIGN USED, AND FOR EVERY 50 CUBIC YARDS OF CONCRETE PLACED. TEST SHALL BE COATED WITH G185 ZINC COATING. ALL OTHER ANCHORS MAY BE COATED WITH G90 COATING. CYLINDERS AT THE FOLLOWING AGES: THE QUANTITY OF WALL STUDS DISPLACED OR CUT FOR AN OPENING SHALL BE PLACED ADJACENT TO AND AT STRUCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. SHOP DRAWINGS SHALL DETAIL ALL CONDITIONS IN ACCORDANCE WITH SPECIFIED STANDARDS AND THE SPECIFIC REQUIREMENTS OF THIS PROJECT AS INDICATED CYLINDER AT 3 DAYS, I CYLINDER AT 7 DAYS, 2 CYLINDERS AT 28 DAYS —OR— HOLD ONE RESERVE CYLINDER TO BE TO JAMBS, HALF ON EACH SIDE OF THE OPENING. IN THE PROJECT DOCUMENTS. TESTED AS REQUESTED BY THE ENGINEER. IF REQUIRED 28 DAY STRENGTH IS ACHIEVED, THE RESERVE CYLINDER MAY BE WHERE CONNECTIONS ARE NOT SHOWN ON THE DRAWINGS, COMPLY WITH NAILING SCHEDULE IN THE BUILDING CODE. THE CONTRACTOR SHALL SUBMIT, AS REQUIRED, PRINTS OF SHOP DRAWINGS FOR ALL FABRICATED MATERIALS TO ARCHITECT DISCARDED. ALL NAILS AT NON—AIR CONDITIONED/HEATED AREAS SHALL BE GALVANIZED. FOR REVIEW. ALL CONCRETE TESTS INCLUDING AIR CONTENT, SLUMP, AND TEST CYLINDERS SHALL BE TAKEN AT THE POINT OF DISCHARGE AND FROM THE DISCHARGE END OF PUMP HOSE WHEN CONCRETE IS PUMPED. TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES TO THE PIECE AND BE STARTED AT 1 /3 THE NAIL LENGTH REVIEW OF SHOP DRAWINGS BY THE ARCHITECT/ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE FROM THE END OF THE PIECE. RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THOSE SHOP DRAWINGS. ALL BOLTS SHALL BE FURNISHED WITH STANDARD NUT WASHER. FASTENERS IN CONTACT WITH TREATED WOOD, POST—INSTALLED ANCHORS IN CONCRETE SHOP DRAWINGS REQUIRING A SPECIAL ENGINEERING DESIGN BY THE FABRICATOR SHALL BE STAMPED BY A REGISTERED EXPANSION ANCHORS AS SHOWN ON CONTRACT DOCUMENTS SHALL BE HILTI KWIK BOLT 3 ANCHORS MANUFACTURED BY INCLUDING BOLTS AND NAILS AT SILL PLATES SHALL BE HOT—DIPPED GALVANIZED OR STAINLESS STEEL IN ENGINEER OF RECORD IN THE STATE IN WHICH CONSTRUCTION WILL OCCUR BEFORE SUBMITTING FOR REVIEW BY THE HILTI FASTENING SYSTEMS, WEDGE—ALL ANCHORS MANUFACTURED BY SIMPSON STRONGTIE COMPANY, POWER—STUD ACCORDANCE WITH REQUIREMENTS OF SECTION 2304.9.5 OF THE BUILDING CODE. ARCHITECT/ENGINEER. ANCHORS MANUFACTURED BY POWERS FASTENERS, TRUBOLT WEDGE ANCHORS MANUFACTURED BY ITW RAMSET RED ALL NAILS TO BE G90 GALVANIZED (G185 GALVANIZATION FOR NAILS IN CONTACT WITH TREATED WOOD). COORDINATE G, BUT NOT LIMITED TO, HEAD OR APPROVED EQUAL. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM BLOCKING LOCATION WITH SHEATHING EDGES AS REQUIRED. ALL NAILS SHALL BE COMMON WIRE NAILS. COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF ALL APPLICABLE SPECIALTY ITEMS INCLUDIN PRECAST CONCRETE, CURTAIN WALL GLAZING SYSTEMS, LIGHT GAGE STEEL FRAMING, ORNAMENTAL GUARDRAILS, SKYLIGHTS, EMBEDMENT SHALL BE PER MANUFACTURER'S REQUIREMENTS UNLESS NOTED OTHERWISE. Y A PROFESSIONAL ENGINEER LICENSED IN THE STATE IN WHICH THIS BUILDING N ON CONTRACT DOCUMENTS SHALL CONSIST OF AN ALL—THREAD GRADE 36 STEEL MULTIPLE STUD OR SOLID COLUMNS SHALL BE CONTINUOUS FROM FRAMING LEVEL, WHERE SHOWN, TO THE FOUNDATION. AND STAIRS SHALL BE SEALED AND SIGNED B ADHESIVE ANCHORS AS SHOW AVAILABLE AT THE JOB SITE DURING TIMES OF ADHESIVE HIT HY20 INJECTION ADHESIVE FOR MASONRY CONSTRUCTION. WITH THIS WILL REQUIRE SOLID BLOCKING WITHIN THE FLOOR FRAMING EQUAL TO THE COLUMN DIMENSION, UNLESS INSPECTION. SHALL BE CONSTRUCTED AND SHALL BE ANCHOR WITH HY150 MAX INJECTION A EPDXY—TIE SET EPDXY ADHESIVE SUPPLIED BY SIMPSON STRONGTIE OTHERWISE FASTENED, CONNECT COLUMNS ABOVE AND BELOW EACH FRAMING LEVEL WITH SIMPSON CMST14 STRAP Y FOR ADDITIONAL CHARGES DUE TO RE—DETAILING FEES ASSOCIATED WITH A THREE—DIMENSIONAL VOIDS) SUPPLIED BY HILTI FASTENING SYSTEMS, EPDXITW RAMSET RED HEAD OR APPROVED EQUAL. INSTALL O (WITH NAILS/LAP ABOVE AND BELOW FRAMING LEVEL PER STRAP SPECIFICATIONS) AND ANCHOR COLUMN TO THE OWNER WILL NOT PA / PROGRAM. THE DETAILER SHALL ESTIMATE AND INCLUDE ANY COSTS IN THE BASE BID ASSOCIATED WITH COMPANY, EPCON G5 EPDXY ADHESIVE SUPPLIED BY FOUNDATION WITH SIMPSON HTT16 HOLD—DOWN w/ 5/8" DIAMETER x 6" EMBED. DEPTH EPDXY ANCHOR. DETAILING RE—DETAILING FEES AS A RESULT OF CHANGES AND/OR REVISIONS MADE TO THE SHOP DRAWINGS DURING THE SHOP ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE PER MANUFACTURERS MULTIPLE STUD PACK COLUMNS SHALL BE CONNECTED LATERALLY TO ONE ANOTHER PER DETAIL INDICATED HEREIN. DRAWING REVIEW. REQUIREMENTS UNLESS NOTED OTHERWISE. ENGINEER SHALL BE FOR CONFORMANCE WITH CONTRACT DOCUMENTS WITH REGARD TO THE ARRANGEMENT AND SIZES OF POST—INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. CONTRACTOR SHALL OBTAIN MINIMUM CONNECTIONS SHALL BE AS FOLLOWS (UON): DOCUMENTS AND THE DELEGATED ENGINEER INTERPRETATION OF THE APPROVAL FROM ENGINEER OF RECORD PRIOR TO USING POST INSTALLED ANCHORS FOR MISSING OR MISPLACED BEAMS — (1) SIMPSON HTS16 EACH END TYPICAL. MEMBERS SHOWN ON THE STRUCTURAL CONTRACT DO DOCUMENTS. SUCH REVIEW BY THE STRUCTURAL ENGINEER SHALL NOT CAST—IN—PLACE ANCHORS. CARE SHALL BE GIVEN TO AVOID CONFLICTS WITH EXISTING REBAR. HOLES SHALL BE DRILL BEAM TO POST — CMST14 STRAP WRAPPED ACROSS TOP OF BEAM END AND DOWN POST WITH NAILS/LAP ON TOP OF DESIGN INFORMATION INCLUDED IN THE CONTRACT DOCCONTRACTOR HAS FULL RESPONSIBILITY FOR AND CLEANED PER THE MANUFACTURER'S INSTRUCTIONS. ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S BEAM AND DOWN POST AS SPECIFIED FOR STRAP. IMPLY ANY RESPONSIBILITY FOR THE ACTUAL DESIGN U SUCH SYSTEMS. DIMENSIONAL ACCURACY AND CONFORMANCE WITH THE INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS. INSTALLATION INSTRUCTIONS AT NOT LESS THAN MINIMUM EDGE DISTANCES AND/OR SPACING INDICATED IN THE MANUFACTURER'S LITERATURE. UNLESS SPECIFIED OTHERWISE, ANCHORS SHALL BE EMBEDDED IN THE APPROPRIATE WALL SHEATHING NOTED ON STRUCTURAL DRAWINGS OR SCHEDULES SHALL BE ATTACHED DIRECTLY TO THE FACE OF SEE GENERAL NOTES FOR DESIGN CRITERIA AND ADDITIONAL REQUIREMENTS. FOOTINGS, HOLDDOWNS, FASTENERS, ETC. SUBSTRATE WITH A MINIMUM EMBEDMENT OF 8 TIMES THE NOMINAL ANCHOR DIAMETER OR THE EMBEDMENT REQUIRED TO FRAMING MEMBERS. SEE ARCHITECTURAL DRAWINGS FOR ALL NON—STRUCTURAL SHEATHING REQUIREMENTS. ADDITIONAL INDICATED WITHIN WHICH SUPPORTA PRE—ENGINEERED ITEM ARE PRELIMINARY AND SUBJECT TO CHANGE AFTER REVIEW OF SUPPORT THE INTENDED LOAD. SUBSTITUTION REQUESTS, FOR .PRODUCTS OTHER THAN THOSE SPECIFIED, SHALL BE SHEATHING REQUIRED BY ARCHITECTURAL DRAWINGS SHALL BE ATTACHED TO THE OUTSIDE FACE OF STRUCTURAL THE PRE—ENGINEERED SHOP DRAWINGS. THESE SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPT. AS A SUBMITTED TO THE ENGINEER WITH CALCULATIONS THAT ARE PREPARED AND SEALED BY A REGISTERED PROFESSIONAL SHEATHING. DEFERRED SUBMITTAL TO THE PERMIT DOCUMENTS. ENGINEER SHOWING THAT THE SUBSTITUTED PRODUCT WILL ACHIEVE AN EQUIVALENT CAPACITY USING THE APPROPRIATE DESIGN PROCEDURE REQUIRED BY THE BUILDING CODE, WALL FRAMING MAY BE PANELIZED (WITHOUT GYPSUM WALLBOARD OR SHEATHING). SUBMIT PANEL DRAWINGS FOR FORMWORK &SHORING:REVIEW. THE FORM AND SHORING SYSTEM SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER IN ACCORDANCE WITH ACI 301 �q- ADHESIVE FOR REINFORCING DOWELS IN EXISTING CONCRETE SHALL BE EITHER THE HIT HY150 MAX INJECTION ADHESIVE ETE FORMING". SUPPLIED BY HILTI FASTENING SYSTEMS, EPDXY—TIE SET EPDXY ADHESIVE SUPPLIED BY SIMPSON STRONGTIE COMPANY, TIMBER FASTENING SHALL BE PER FBC "MINIMUM FASTENING SCHEDULE" UNLESS NOTED AS GREATER ON DRAWINGS. 347 "RECOMMENDED PRACTICE FOR CONCR POWER—FAST EPDXY INJECTION GEL SUPPLIED BY POWERS FASTENERS, EPCON G5 EPDXY ADHESIVE SUPPLIED BY ITW CONNECTORS TO BE SIMPSON OR APPROVED ALTERNATE, WITH MINIMUM CAPACITY AS NOTED. SEE PLANS. FORMWORK FOR POST—TENSIONED SLABS SHALL ALLOW HORIZONTAL MOVEMENT OF CONCRETE RAMSET/RED HEAD OR APPROVED EQUAL. MINIMUM EMBEDMENT LENGTH SHALL BE 12 BAR DIAMETERS, UNLESS NOTED DURING STRESSING OF TENDONS. OTHERWISE. ALL NAILS SHALL BE COMMON WIRE NAILS. RE—SHORING PLANS MUST BE SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER AND SUBMITTED WITH PLYWOOD WALL SHEATHING: ROUGH HARDWARE, JOIST HANGERS, STRAPS, HOLDOWNS, ETC. SHALL BE MANUFACTURED BY "SIMPSON STRONG—TIE" SHORING AND CALCULATIONS. CALCULATIONS FOR THE RE—SHORING PROCESS MUST INCLUDE THE POURING AND THE STRIPPING CYCLE 15/32 APA RATED PLYWOOD SHEATHING, 32/16. COMPANY OR APPROVED EQUAL. THE MAXIMUM SIZE AND NUMBER OF FASTENERS SPECIFIED BY THE MANUFACTURER BASED ON THE CONSTRUCTION SCHEDULE. THE ASSUMED CONCRETE STRENGTH AT THE TIME OF STRIPPING ANY NEW SLAB TED BY PROVIDING CONCRETE MIX DESIGN AND EXPECTED STRENGTH GAIN WITH AGE. THE PANELS SHALL BE ORIENTED WITH LONG SIDE PERPENDICULAR TO SUPPORT WITH THE END JOINT OF THE PANEL ALIGNED SHALL BE USED UNLESS NOTED OTHERWISE. AND MUST BE SUBSTANTIA CALCULATIONS MUST SHOW THAT THE SLABS SUPPORTING A NEW SLAB ARE NOT OVER—STRESSED BASED ON THE ASSUMED WITH THE CENTER OF THE TWO ADJACENT PANELS (NO CONTINUOUS PANEL JOINTS). THE FIRST 4'-0" OF SHEATHING AT BLOCKING AND FIRESTOPPING TO BE INSTALLED AS REQUIRED TO SUPPORT ALL ITEMS OF FINISH SUCH AS BULKHEADS TIME OF POURING. ALL RE—SHORING CALCULATIONS SHALL INCLUDE CALCULATIONS FOR THE FOUNDATION SHALL BE ZIP PANEL TYP. THROUGHOUT. MINIMUM SIZE OF CONNECTION SHALL BE 8d COMMON NA AND BUCKS. PROVIDE FIREBLOCKING TO CUT OFF .ALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL, STRENGTH AND THE AGE AT THE MUD SILLS AND ANY CONSTRUCTION LOADING SUCH AS CONCRETE PLACING BOOM SUPPORT ETC. TO WOOD. MAXIMUM SPACING OF CONNECTION SHALL BE 6" O.C. EDGE & 6" O.C. FIELD. SEE PLAN FOR INCREASED BETWEEN CEILING AND FLOOR AREAS (AS REQUIRED BY BUILDING OFFICIAL AND ARCHITECT). NAILING REQUIREMENTS AT SH EAR WALLS. FINAL SIGNED AND SEALED SHORING AND RESHORING DRAWINGS SHALL BE ISSUED TO THE ENGINEER OF RECORD FOR THE BOLTS (IF APPLICABLE) SHALL BE INSTALLED IN HOLES BORED WITH A BIT 1/16" LARGER THAN THE DIAMETER OF THE PROJECT AND THE THRESHOLD BUILDING INSPECTOR FOR HIS USE TO INSURE COMPLIANCE WITH THESE DRAWINGS. NO FLAT FLOOR DECKING: BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUT STEEL WASHERS UNDER HEADS AND NUTS. NUTS SHALL SLAB SHALL BE STRIPPED AND RESHORED UNTIL CONCRETE HAS ACHIEVED A MINIMUM OF 85% OF DESIGN STRENGTH AND 7?'- 23/32" APA RATED TONGUE AND GROOVE FLOORING: 24" O.C. SPAN RATING. BE PULLED TIGHT AND AGAIN CHECKED AND TIGHTENED JUST PRIOR TO ENCLOSING BOLTED MEMBERS. COUNTER BORE HOURS OF AGE. BASED ON THE LOWEST CONCRETE TEST.FOR BOLTED HEADS OR NUTS ONLY WHERE SO INDICATED ON THE DRAWINGS AND THEN TO SUFFICIENT DEPTH TO LONG SIDE OF PANEL SHALL BE PERPENDICULAR TO THE SUPPORT WITH THE END JOINT OF THE PANEL ALIGNED WITH HOUSE THE BOLT HEAD OR NUT AND WASHER. CUT OFF EXCESSIVE BOLT PROJECTION WHERE NECESSARY. NICK THE CENTER OF THE TWO ADJACENT PANELS (NO CONTINUOUS PANEL JOINTS). PANELS SHALL BE CONTINUOUS OVER THREADS TO .PREVENT LOOSENING. TWO OR MORE SPANS. MINIMUM SIZE OF CONNECTION SHALL BE 10d COMMON NAILS TO WOOD. MAXIMUM SPACING OF CONNECTION SHALL BE 6" O.C. EDGE & 6" O.C. FIELD. DECKING SHALL ALSO BE GLUED TO THE SUPPORTING MEMBERS. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE—TREATED. PT LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT—DISODIUM PORCH CEILING SHEATHING: OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR NON—DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL 3/8" (OR GREATER) OSB OR PLYWOOD ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS LONG SIDE OF PANEL SHALL BE PERPENDICULAR TO THE SUPPORT WITH THE END JOINT OF THE PANEL ALIGNED WITH SHALL BE STAINLESS STEEL. THE CENTER OF THE TWO ADJACENT PANELS (NO CONTINUOUS PANEL JOINTS). PANELS SHALL BE CONTINUOUS OVER TWO OR MORE SPANS. MINIMUM SIZE OF (,ONNECTION SHALL BE 8d COMMON NAILS TO WOOD. MAXIMUM SPACING OF CONNECTION SHALL BE 6" O.C. EDGE & 6" O.C. FIELD. Associates, Inc. 420 Osceola Avenue Jax, Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 PUP NSE. p J K33A NoS�C�\Z . SlONP�� ,. Luis A. Pontigo, PE FL PE#53311 (7VISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. W J U Uj LL. Z > � ¢ Q t!1 T. w � UQoo QU ml- Z Q LijLnJ U � Q DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS JFROMTHESE DRAWINGS. IF A DIMENUNCLEAR REFER TO THARCHITECTURAL DRAWING CONTACT THE E.O.R FIGN PLAN NAME RESIDENCE /DRAWN/CH ECKE D CS WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET 50.1 SHEET 2 of 21 METAL CONNECTORS AND FASTENERS ALL EXPOSED METAL STRAPS AND HANGERS SHALL BE GALVANIZED G185 (1.85 OZ/FT^2) OR BETTER. SIMPSON PRODUCTS SHALL BE ZMAX GALVANIZED. HANGER AND STRAPS INSTALLED OVER ACQ OR ACZE PRESSURE TREATED LUMBER SHALL_ BE STAINLESS STEEL. ALL EXPOSED WOOD FASTENERS SHALL BE HOT DIPPED GALVANIZED TO MEET THE SPECIFICATIONS OF ASTM153 OR BETTER. L o u r u u t l� u 1 11 u Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 FASTENERS INSTALLED INTO ACQ OR ACZE PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL. ( J 1111111 PRE-ENGINEERED MISCELLANEOUS STRUCTURES: PONT ANY EYEBROW, CANOPY, ALUMINUM COMPONENT OR ANY OTHER BUILDING APPENDAGES NOT SPECIFICALLY DETAILED CO T THE EXPENSE OF THE CONTRACTOR. CONTRACTOR SHALL SUBMIT SHOP ,�J��PGENSE HEREIN SHALL BE DESIGNED BY 0 THE RS A ' � DRAWINGS OF MISCELLANEOUS ATTACHED STRUCTURES TO THE MAIN STRUCTURE INDICATING CONNECTION POINTS, 331 RE UIREMENTS PRIOR TO FABRICATION OF MISCELLANEOUS STRUCTURE AND PRIOR TO No REACTIONS AND FASTENERQ ANY OTHER �N LOADING REQUIREMENTS WITH A O� :. `j = °° CONSTRUCTION OF MAIN STRUCTURE. CONTRACTOR SHALL COOR DINATE * ��E � PRE—ENGINEERED COMPONENT SUCH AS ROOF FLOOR AND ROOF TRUSS ENGINEERING. LAMIVENEER NATED LUMBER MICROLLAM c MACMILLAN OR AN .'cF LAMINATED VENEER LUMBER SHALL BE 1.9E MICROLLAM LVL AS MANUFACTURED BY TRUSS JOIST MAC/,, 1 SS APPROVED EQUAL. HOP DRAWINGS SHALL BE SUBMITLuis A. Pontigo, PF SIGNED AND SEALED S TED TO THE ENGINEER FOR REVIEW. SHOP DRAWINGS SHALL FL PE#53311 INCLUDE SIZE, SPACING, BRACING AND ALL SUPPORT HANGERS. LAMINATED TED VENEER LUMBER SHALL HAVE THE FOLLOWING PROPERTIES: REVISIONS DATE ALLOWABLE BENDING STRESS 2600 PSI ALLOWABLE COMPRESSION PARALLEL TO GRAIN 2510 PSI ALLOWABLE HORIZONTAL SHEAR 285 PSI ALLOWABLE COMPRESSION PERPENDICULAR TO GRAIN 750 PSI MODULUS OF ELASTICITY 1,900,000 PSI SHF_ AR MODULUS OF ELASTICITY 118,750 PSI NOTCHES, HOLES OR CUTS SHOWN IN DETAIL 8/S700 ARE ALLOWED WITHOUT ADDITIONAL APPROVAL; ALL OTHER MEMBER MODIFICATIONS ARE TO BE APPROVED BY THE STRUCTURAL ENGINEER. FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU ES PRIO MANUFACTURER SHALL PROVIDE A COMPLETE SET OF DESIGN. CALCULATIONS SHALL BE PROVIDED BY THE PONIGoB ANY TURALFRTo E W. MAKING ANY STRUCTURAL FIELD CONTRACTOR TO THE ARCHITECT/ENGINEER FOR REV MOM THE INTENTIONS OF HE MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO I, PARALLEL STRAND LUMBER (PARALLAM) SULT IN PARALLEL STRAND LUMBER SHALL BE 2.0E PARALLAM PSL AS MANUFACTURED BY TRUSS JOIST MACMILLAN OR AN ASSOCIATESMAYENGINEERING ADDITIONAL ENGINEERING OR INSPECTION FEES. APPROVED EQUAL. SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. SHOP DRAWINGS SHALL INCLUDE SIZE, SPACING, BRACING AND ALL SUPPORT HANGERS. PARALLEL STRAND LUMBER SHALL HAVE THE FOLLOWING PROPERTIES: ALLOWABLE BENDING STRESS 2900 PSI ALLOWABLE COMPRESSION PARALLEL TO GRAIN 2900 PSI U I ALLOWABLE HORIZONTAL SHEAR 290 PSI W ALLOWABLE COMPRESSION PERPENDICULAR TO GRAIN 750 PSI MODULUS OF ELASTICITY 2,000,000 PSI U • SHEAR MODULUS OF ELASTICITY 125,000 PSI S700 ARE ALLOWED WITHOUT ADDITIONAL APPROVAL; ALL OTHER 8 > NOTCHES, HOLES OR CUTS SHOWN IN DETAIL / MEMBER MODIFICATIONS ARE TO BE APPROVED BY THE STRUCTURAL ENGINEER. I ED PARALLEL STRAND LUMBER SHALL BE TREATED WITH CA -C PRESERVATIVE IN ACCORDANCE WITH V WOLMAN Z Q MANUFACTURER'S REQUIREMENTS. MAXIMUM MOISTURE CONTENT AFTER TREATMENT AND DRYING SHALL BE 19�. STRUCTURAL STEEL Ln 7 Uj MATERIALS: WU co STRUCTURAL STEEL A572 or A992 (50 KSI) ANGLES PLATES A36 (36 KSI) r/ CHANNELS, , CHAN Q RECTANGULAR STEEL TUBES A500 Gr. B. (46 KSI) U PIPES A53 Gr. B HIGH STRENGTH BOLTS A325N ANCHOR BOLTS A307 or ASTM F1554 (36 KSI) Q WELDING ELECTRODES E70XX z DETAIL, FABRICATE, AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. J L STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDING - W , ^ J ALL �J j ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, 14TH EDITION. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH AWS CODE D1.1 AND VISUALLY CONFORM TO AWS U �- WELDING FOR Q SECTION 6 AND TABLE 6.1. FABRICATION /ERECTION INSPECTIONS BY THE CONTRACTOR PER AWS D1.1 SECTION 6, SHALL BE BY ASSOCIATE/CERTIFIED INSPECTORS (ACI/CWI) PER AWS QC1 OR AWS B5.1. VERIFICATION INSPECTIONS SHALL BE BY A CERTIFIED WELDING INSPECTOR (WI) OR SENIOR WELDING INSPECTOR (SWI) PER AWS B5.1 WELDS SHALL BE MADE ONLY BY OPERATORS EXPERIENCED IN PERFORMING THE TYPE OF WORK INDICATED. WELDING SHALL BE DONE IN ACCORDANCE WITH APPROPRIATE WELD PROCEDURE SPECIFICATIONS (WPS'S) WELDERS SHALL BE FAMILIAR WITH THE APPLICABLE WPS'S. WELDS NORMALLY EXPOSED TO VIEW IN THE FINISHED WORK SHALL BE UNIFORMLY MADE AND GROUND SMOOTH. WHERE WELDING IS DONE WE D SPARKS,PROXIMITY SPATTERGLASS OR TRAMFINIP MEDTAL.SURFACES, SUCH SURFACES SHALL BE PROTECTED FROM DAMAGE DUE TO WELDER QUALIFICATIONS AND (WPS) SHALL BE MAINTAINED AT THE SITE OF THE WORK AND SHALL BE READILY DESIGN AVAILABLE FOR INSPECTION UPON REQUEST, BOTH IN THE SHOP AND IN THE FIELD CRITERIA A CERTIFIED WELD INSPECTOR (CWI) SHALL INSPECT AND DOCUMENT COMPLIANCE WITH THE FOLLOWING: AND CONFIRM WELDER QUALIFICATIONS PRIOR TO START OF WORK. GENERAL REVIEW ALL (WPS) PRIOR TO START OF WORK.. CONFIRM MATERIALS IN FABRICATIONS CONFORM TO SPECIFICATIONS. NOTE OBSERVE JOINT PREPARATION, FIT—UP AND WELDER TECHNIQUE. IDENTIFY ALL MULTI—PASS FILLET WELDS, SINGLE PASS FILLET WELDS GREATER THAN 5/16 AND COMPLETE DO PARTIAL JOINT PENETRATION GROOVE WELDED BUTT JOINTS THAT REQUIRED CONTINUOUS INSPECTION. HESE DRAWINGS. IFA DIMENSION I ENSIO I ALL WELDS PER AWS SECTION 6.5 AND TABLE 6.1 THESEDRAWINGS.IFA TO THE VISUALLY INSPECT UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. ALL WELDS SHALL BE 3/16" MINIMUM FILLET WELDS U.O.N. OR AS REQUIRED BY DESIGN. PLAN NAME STRUCTURAL GROUT SHALL BE SHRINKAGE RESISTANT NON -EXPANSIVE, NON- METALLIC GROUT WITH A MINIMUM RESIDENCE 28—DAY COMPRESSIVE STRENGTH OF 5000PSI WHEN TESTED IN ACCORDANCE WITH ASTM C109. FORMS SHALL BE DESIGN/DRAWN/CHECKED PLACED AROUND BASE PLATE AND THE STRUCTURAL GROUT SHALL BE POURED. NO DRY—DAMP PACKING. cs wac LAP DATE PRIME: ALL STEEL SURFACES, BOTH EXPOSED AND CONCEALED ARE TO RECEIVE ONE SHOPCOAT OF PAINTALLAND HAVE 08.27.18 INT IS DAMAGED. ALL GALVANIZED FIELD SPOT PRIME ALL WELDS, SCARS CONN., ETC., WHERE PA SCALE As NOTED AL.I_ WELDS, SCARS, ETC., RE—GALVANIZED IF DAMAGED. LPA No. DEVIATION FROM THE CONNECTION DETAILS DEPICTED IN THE CONTRACT DOCUMENTS SHALL NOT BE PERMITTED CELL -17-01141 WITHOUT WRITTEN PERMISSION FROM THE STRUCTURAL ENGINEER. STRUCTURAL ENGINEER SHALL BE COMPENSATED BY CONTROL No. THE CONTRACTOR FOR THE COST INVOLVED IN THE REDESIGN OF CONNECTIONS FOR TH[: CONVENIENCE OF THE 8685 SHEET CONTRACTOR. WATER PROOFING- S0.2 THE- CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATEf PROOFING. SHEET 3 of 21 I LLQ- O� -j--------, \ ----------------- I I , s Ln 11 i I I ___ I I I I 1 1 _ I I I I 8, I I I I 1 Ln -rI I I I -�- - I o _ _ �vr 00 \I -------------'// ==r1=====__= I I I I I -------------� ------------; I e� I I p I I ---------- I 7, —1 y4„ -- rL U�--------------- ------------- N, ---------- (T I — I I 3'— 103/4" I \ — — — — 00 I 00 I �I —1Y2„ I N I I „ 5'-23/4„ v I 7'-1%4" , 4'— 9Y2 I TOP 1---11 41 1 ELEVATION LEGEND C, = TOP 1 = TOP OF PILE: 14.83' NAVD ISO= TOP OF PILE 19.41' NAVD 0 OF PILE 15.87' NAVD = TOP OF PILE 14.66' NAVD ;) = TOP OF PILE 17.58' NAVD T -- -il 1 I I I I I I 0) I 1 I I I I I 1 I I I ! I 00 I I I I I I I I I I I I I I I i I I I 1 T I I 1 I I I I I I I I I I 1 I 1 I I I I I i i i i i 1 I I ! l — I I I I I I 1 1 I I 1 I I I 1 I I I i 1 I I I 1 I I i I I I 1 I I I I I I 1 I I I 0I I N I I I I t I I I I I I I I I 1 I 1 I I I I — I I I i I I 1 I I I I I I I I I i I I I I I I I I I i i i i I I I I I I I I I I I I —r-1 LI -- — L JI I � N 7-11� „ 2'-10 I I 2 I I L 2,-12„ I I I I I 7'-112 3 1 4 4 —2 4'— 0 e C7 7 12'-8Y „ 12'-4" 4'-5„ — 1 4 85'-9" 70-1 © 0 (D PILE LAYOUT PLAN u SCALE: 1/4" = 1'-0" =u� 10'-10" 0 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. PILE LAYOUT PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS Z WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET S1.0A SHEET 4 of 21 TOP OF PILE ELEVATION LEGEND C, = TOP OF PILE 16.0' NAVD = TOP OF PILE 20.00' NAVD = TOP OF PILE: 14.83' NAVD ISO= TOP OF PILE 19.41' NAVD = TOP OF PILE 15.87' NAVD = TOP OF PILE 14.66' NAVD ;) = TOP OF PILE 17.58' NAVD 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. PILE LAYOUT PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS Z WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET S1.0A SHEET 4 of 21 I C0 ------------------------� I I I I I I I -------------------------- 8'- 7 " -------------------------8'-7" v 1 L� a /SLAB 17.67' N I Q0 O 25-8" 1" SLOPE 21'-5" T/S AB +17.67' N AVD 1» SLOPE T/SLAB +17.58' NA1D 11 1:1 4" BREAK -AWAY 'SLAB ON GRADE wRx5' SAW-CUTI 8'- 3'> GRID15'-4�2" 25'-8Y2" 11'-8" i 1 I O -------------------------- + -� - ° N e e' • I I �' O R\�P �� o 0NM- 15'- 4Y210" 0 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE _I m_ c9 ----- _____________ _pd I FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO zI' MAKING ANY STRUCTURAL FIELD RECESS PER MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO ARCH BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 17131 --------"I 0 �2r--'CO / SLAB ---------------� "I - 21.25' --- -------- ; � � 7N AVD --- --------! 4'-0' I II I 1 I I II �! 4---------------------- -�`�� L1 -I-------------------------- J -j LJ 7'-1)/2„ 1 T SLAB +21.25' NAVD ao P 7,_12„ N T/SLAB +21.17' k_7 N AVD L INA -1 -------- 00 El o 10'-10” �, 15'-4" r l T/SLAB +21.67' NAVD 7" REINFORCED CONCRETE SLAB FORMED ON FILL W/ A CONTINUOUS MAT OF 0 #4 @ 12"o.c E.W. BOTTOM A T/SLAB FN 21.67' AVD _ 63'-4" SLAB DIMENSION PLAN SCALE: 1/4" = 1'-0" RECESS PER ARCH 7" REINFORCED CONCRETE SLAB FORMED ON FILL W/ A CONTINUOUS MAT OF #4 @ 12"o. c E.W. BOTTOM T/SLAB +21.07' I NAVD O Ln EDGE ONI CANTILEVERED STRUCTURAL SLAB 00 I 12'-4" r� r-1 I I I I I I I I I I 1 I I I I I I 1 I I I I I I t I I I I I i I I I I I I I I i I I ' I I I d I I I I I I I I I I t 1 I I I I I I I I I I I t I I I I I I I I I I I I t I I I I I 1 I I I I I 1 I I I 1 I I I I I I I I I I I I I I I i I I 1 I f 1 I 1 1 I I I I 1 I I I I I 1 I I 1 I i I I I I I I I 1 1 1 III I I I I I I I I I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I I I 1 1 I I I t I I I I 1 I I I 1 I I ---r-F 1 I i I 1 I I I I I I I I I 1 I I 1 I I I I I I I 1 i I I I I I I I I I I i I 1 I I I I I 1 I I I I 1 I I I I 1 1 1 I I I I I --=T_ l I I I I I LJ i T//PAVERS +19.42' N AVD i I I I 1 I i 1 I I 1 I I I I I I I I I I I I I 1 I I I I I i 1 I i I I I I I I I I I I I I I I I I I I I I I f I I I I I I i 1 I v I I J - ° N e e' • �' O R\�P �� o 0NM- 0 m T/PAVERS +19.42' N AVD 10'-2" 0 420 Osceola Avenue )ax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 1111 ill JX .��GE.NS C'p" v 11 - ° N S TE OF • �' O R\�P �� o 0NM- Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w J UUj LL Z > T � a Q Ln T. w LLJ UQ co QU ml— Z LuInJ U �' Q SLAB DIMENSION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET SLOB SHEET 5 of 21 rr1 J�-L LI I I I I I I I I I 1 I I I I I I I I I I I S1.01 II 1 I II T/SLABI NAVf� CONC. STANDOFF PAD, 9 5 SEE 11/S1.01 S1.01 S1.02 I I I I I I I I I I I I I I I I I I 1" SLOPE I I I I - T/SLAB L I +17.58' ------------------------ N A_D I i T/S I AB +17.67' NAVD I F' 11" 1" S P - - L T/SLAB 9 S1. +17.67' NAVD CONC. STAIRS AND LANDING BY BUILDER ON 1.5 PCF EXPANDED POLYSTYRENE FILL. (MIN COMPRESSIVE STRENGTH 20 psi) INSULGRADE II AS MANUFACTURED BY CARLISLE COMPANY (OR EQUAL). 11 0rCL!HrY- /1 VV r1 I .JLr_\u ON GRADE w/5'x5' SAW -CUT GRID F��� T/GB I r-i� r1 I I I I 5 -I-----S1.02------------- I- , _______________J_1J LJ LJ 4'- 0' SI 4 T/GB S1.0 +17.8' NAVD T/FRANGIBLE T/GB 4 5 FOOTING +16.33' S1.01 +16.33' NAVD S1.01 4 NAVD -� ----- - S1.01 UI 4 S1.01� UI 3 S1.02 I I I I I ti 4 r--i.dr I c¢ V) I I I r-i� r1 I I I I 5 -I-----S1.02------------- I- , _______________J_1J LJ LJ 4'- 0' SI 4 T/GB S1.0 +17.8' NAVD T/FRANGIBLE T/GB 4 5 FOOTING +16.33' S1.01 +16.33' NAVD S1.01 4 NAVD -� ----- - S1.01 UI 4 S1.01� UI 3 S1.02 I I I I I 4 r--i.dr I c¢ V) I I I L RECESS PER I I '.4 I I --- --- - I I I I ARCH I I I I I I 1 I I 1 I i I I d 1 ( /78 I q 1 I 1 I 51.01 i 71 BREAKAWAY STAIRS 1 I 1 I I Al M F E - BY BUILDER 1 ! I 1 I I I I I i 1 .02 1 I I r -j L1 IJ I I I I I I I I /P OL I I I 0 I I BEAM ! 1 TYP • I 1 I'I I _ f V /I 2 I I I I NA SLAB d 1 S1.01 I I 3 I I I I 21.25' I S1.01 I I I I NAVD 6 I I S1.01 I I I t I 3 I I 51.01 I I I I I T- I I T_ ' T/SLAB I I I +21.07' I I I I NAVD I I I -----------5----I I I I T_ I I I I I I I I --- ,---- i rI Fj T/SLAB I I I I +21.67' I RECESS PER I� I 2' I I NAVD 1 ARCH 2" SLOPE Ll I I i I I I I I I I I I 1 1 I \I I I I I I I 3 I T/SLAB 1 I I I 3 1 1 I I S1.01 I +21.25' I I I I S1.01 1 I I i I NAVD I 3 I 1 I I I I S1.01 I I I I I I 1 ---- ---I L__f---Z----------J �'---Z------------ 5 I 51.01 I I5�0 --------- I I -- I I 11" SLOPE I r -- --------L---s-------------Z----r � � I I I I I I 3 I I LI T/SLAB j 51.01 I I I I I +21.17' \I NAVD I SIM 8 T/GB I I +16.33' I I S1.01 I NAVD 5 I S1401 S1.01 I 00 ANGIBLE T/FR 0 FOOTING El +16.33' NAVD I I I I I I I I L_ I T/GB 6 3 +18.33' S1.01 S1.02 NAVD ---'B-E€ P-E� I I SEE 2/S 02 -_ -- _ L -s--- o T/GB N +16.33' NAVD - T/SLAB 2 +18.25' S1.02 NAVD I I I /2\ I I S1.03 I I I I I I 8 I S1.01 I I I NON-FRANG 8 I I S1.02 1 L----_ - T --- __ J -----L--- -- 1----------- 1 I T ------- \------------- I I ------ -- -- ---J- -t---s-- j 3 I I f S1.01 J I 8 1 S1.01 T SLAB RECESS PER I I Ll / ARCH I I I +21.67' I I NAVD r__ , I I I FRANGIBLE I 6 I I S1.02 6 S1.01 I I I S1.01 I I I T/FOOTING 4 40 4 +17.33' S1.01 S1.010 S1.01 NAVD FOUNDATION PLAN SCALE: 1/4" = V-0" T/PAVERS +19.42' NAVD BREAKAWAY STAIRS BY BUILDER M� -L((If(d •3 Io I i- • s"� u IN --} L01 a ti 1 r--i.dr I I 1 1 '.4 I I 1 I I I ! I I i I I d 1 ( I q 1 I 1 I i 71 I 1 I I Al M F E - 1 ! I 1 I I I I I i I I I I I 1 ' ' I /P OL °L B N BEAM I I I'I 0' 21. 11" I.I I NA D d II:I, 1 I I ! I I I I I 1 I ! ! I 1 1 ! L - °d 1 I I I I I d i I , t °I 1111 I I 1 i ! e 1 7 I I I i I I I I f I I I I I ! L i I I P I i 11 <I I I I PAVERS ON GRADE BY I ! ta! OTHERS I I I I I 1 f I LJ I 1 Lj a .a° a' "d .a o ° a I I STAIRS T/P VERS BREAKAWAY +19 42' BY BUILDER NAV T/FOOTING +17.2' NAVD] Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ````1111111Illll flfllllll i i 0 • TE OF w-0 LOR��' Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE 6 1..02 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONT GO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO T/P A VERS BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN '[;+71 9.25' ADDITIONAL ENGINEERING OR INSPECTION FEES. NA AVD FOUNDATION LEGEND 14" DIAMETER AUGERCAST PILE, SEE 1/S1.01 INDICATES GRADE BEAM, SEE SHEET S1.01 FOR REINFORCEMENT # INDICATES DETAIL/SECTION NUMBER s# INDICATES SHEET NUMBER T.O.S. TOP OF SLAB ELEVATION INDICATES DIRECTION OF OUTER BARS WITHIN REINFORCING MAT. SEE 10/S1.01 NOTES: 1. TOP OF SLAB ELEVATION VARIES, SEE PLAN. 2. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FLOOR SLOPES AND STEPS NOT SHOWN. 3. COORDINATE TOP OF SLAB WITH ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION W J U LLJ LL Z > 7 0 � Q vl=W r/ 4< Cal U Qml- Z Lu ,ten j U - Q FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET SID SHEET 6 OF 2� i EXTEND BARS TO WITHIN I I 3" OF TOP OF SLAB (TYP) I I I I I I T PILE VARIES I I (21.67' NAVD @ MAIN HOUSE) 14"0 AUGER CAST PILE w/ 7—#5 & #3 TIES @ 12" oc PILE SECTION GEOTECH ENGINEER TO VERIFY PILE DEPTH. SEE NOTE ON SHEET S1.0 TYPICAL PILE ELEVATION SCALE: 1/4" = 1'-0" PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE). TERMINATE JOINT REINFORCEMENT AT CONTROL JOINTS 8" MASONRY STEMWALL WITH #5 DOWEL BARS @ 24" ON -CENTER GROUT ALL CELLS. GRADE EL. VARIES +17.00' TO +19.00' NAVD TOP OF BEAM #5 DOWEL BAR @ 24" O.C. SECTION 1/3 SPAN TOP REINFORCING i� #5 @ 12" OC TOP 1 /3 SPAN TOP REINFORCING 1/3 SPANFTO 2-#4 SUPPORT j T/SLAB HOUSE: +21.67' NAVD • • • • ' PORCH: +21.07' NAVD #4 @ 12" OC EA. GARAGE: +17.5' NAVD 7" STRUCTURAL o �� WAY. BOTTOM CONCRETE SLAB N • •• • • PILE CAP SEE T SLAB i • / J, ------ PLAN FOR LOCATIONS GRADE BEAM REINFORCING BOT. PILE CAP HOUSE: +21.67' NAVD CONTINUOUS THROUGH PORCH: +21.07' NAVD PILE CAP, SEE SECTION HOUSE: +19.67 NAVD GARAGE: +17.5' NAVD 3/S1.01 PORCH: +19.07' NAVD 1 GARAGE: +15.96' NAVD ro OUTLINE OF GRADE BE M -+-I BEYOND, SEE SECTI )N 3/S1.1 14"0 AUGER CAST PILE 3-#5 EACH WAY 1'-2" PER DETAIL 1/S1.01. ABOVE BILE2'->, SEE PLAN FOR LOCATION 6 0 SINGLE ILE CAP AND STRUCTURAL SLAB BOT PILE ' EL -20.00' N.A.V. 2 SECTION S1.01 SCALE: 3/4" 2'-6" O N #5 DOWEL BAR #5 DOWEL. BAR @ 12" O.C. SEE DETAIL ABOVE *EL. +21.67' NAVD (TYP) TOP OF SLAB #4 @ 12" O.C. (� I- EACH WAY BOTTOM 7" CONCRETE CONCRETE SLAB VAPOR BARRIER 18'x18" CONCRETE GRADE BEAM WITH 4-#5 TOP AND BOTTOM & #3 STIRRUPS @ 12" 0. C. GRADE EL. VARIES +17.00' TO +19.00' N AVD TOP OF BEAM EXTEND PILE REBAR TO TOP OF GRADED BEAM MAINTAIN 3" OF COVER SECTION S1.01 7" STRUCTURAL WHERE REQ'D BY ARCH, #4 @ 12" O.C. CONCRETE SLAB PROVIDE RECESS AT SLIDING EA. WAY. BOTTOM GLASS DOORS. 6" STEP SEE ARCH #5 @ 12" O.C. 91), EL. +21.67' W/ STD 90° BEND 7" STRUCTURAL NAVD (TYP) CONCRETE SLAB TOP OF SLAB 00 I N - I EL. +20.00' ° • ° • NAVD (TYP) BOTTOM OF GRADE BEAM REINFORCING, GRADE BEAM 4-#5 TOP & BOTTOM W/ #3 TIES @ 12" O.C. GRADE BEAM W 6" STEP SECTION E I 'l I I I. 1 I I I I CONC. GRADE BEAM, SEE DETAIL 3/S1.01 �{. EL +21.67' NAVD (TYP) TOP OF SLAB BOTTOM OF SLAB (BEYOND) -111-1 ^� I 16"06" MASONRY PIER =1� WITH 1-#5 VERTICAL REBAR IN EACH CELL 18"x18" CONCRETE GRADE BEAM WITH 4-#5 TOP AND BOTTOM & #3 STIRRUPS @ 12" O.C. 30" WIDE x 24" DEEP PILE CAP +16.3' NAVD - 3-#5 EACH WAY 14"0 AUGER CAST PILE PER DETAIL 1 /S1.01 SEE PLAN FOR LOCATION #5 DOWEL BAR EMBEDDED 9" INTO 2-#4 S IPPORT GRADE BEAM #5 @ 12" OC TOP w/ �_ STD 90° BEND 1/3 SPAN TOP REINFORCING In <I 0 8" CMU WALL, ` SEE PLAN FOR REINFORCING T SLAB EL. VARIES +17.67' TO +17.5' • 3" w NAVD #4 @ 12"° ° ° > Q 7" STRUCTURAL • OC EA. WAY CONCRETE SLAB BOT GRADE BEAM BOTTOM. Q EL. +16.3' NAVD MONOLITHIC CONCRETE ;') L GRADE BEAM, SEE PLAN 1'-8» c� JJ FOR LOCATIONS GB -1 TIYPICAL GRADE BEAM REINFORCING: 4-#5 TOP & BOT. W/#3 TIES @ 12" OC GRADE EAM AT EDGE CONDITION 9 SECTIO S1.01 SCALE: 3/41,= 1'-0" 1/3 SPAN TOP REINFORCING 7" STRUCTURAL CONCRETE SLAB 1 /� SPAN TOP REINFORCING ULIJ#4 @ 12 UU EH. 2—#4 SUPPORT Q w WAY. BOTTOM Q • • • • � c) BOT. PILE CAP r-) Ir HOUSE: +19.67 NAVD PORCH: +19.07' NAVD GARAGE: +16.3' NAVD GB -1 TYPICAL GRADE BEAM REINFORCING: 4-#5 TOP & BOT. W/#3 TIES @ 12" OC r-PAnF PFAKA ANIn ':�TR[JC;TURAL SLAB SECTION SCALE: 3/4" = 1'-0" #5 @12" OC TOP (Y3" SPAN) EL. SEE PLAN TOP OF SLAB �— #4 @ 12" OC EA. V WAY. BOTTOM #4 @ Z -BAR SECTION @ 12" O.C. SCALE: 3/4" = 1'-0" --LEAR GRADE BEAM REBAR COVER Z -BAR, SEE DETAIL ABOVE OUTER BARS. WHERE REQUIRED • 1610a Q d,• 4 a . 2" CLR 2 LAYERS OF INNER BARS 6 MIL VAPOR BARRIER (LAP SEAMS) SLAB REBAR PLACEMENT SECTION SCALE: 3/4" = V-0" CONTINUITY Z -BAR (DOG_ LEG) AT STEP LOCATIONS L CONTINUOUS THRU RECESS CONCRETE STAND-OFF PAD TO MATCH ARCHITECTURAL COLUMN WOOD POST DIMS. FOR BOX COL. w/#3 PER PLAN. HAIRPINS AT EA. CORNER & #3 CLOSED TIE AT TOP TYPICAL ANCHORAGE PER CONST. SPECS. _ PAVERS BY OZ Q � OTHERS 7 Lj Ln T7 71r --i qnc 2'-6" x 2'-6" x 12" DEEP CONC. FOOTING 2'-6" -I w/3-#5 EA. WAY BOT SECTION SCALE: 3/4" = V-0" 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w � U Ljj LL Z 7 � a Q to = W r/UQ m U Qml- Z Q w Ln� U � Q FOUNDATION I DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET SID] SHEET 7 OF 2� 7" STRUCTURAL CONCRETE SLAB (10)#5 TOP EA. WAY WITHIN A 4'-0" STRIP 1/3 SPAN TOP REINFORCING 1 /3 SPA TOP REINFORCING 2-#4 SUPPORT � T/SLAB HOUSE: +21.67' NAVD ---------------------- # 4 @ 12 OC EA. o WAY. BOTTOM N PILE CAP , SEE • • • PLAN FOR LOCATIONS BOT. PILE CAP HOUSE: +19.67' NAVD 3-#5 EACH WAY ABOVE PILE 14"0 AUGER CAST PILE PER DETAIL 1 /S1.01. SEE 1'-12" PLAN FOR LOCATION 2'-6" SECTION SCALE: 3/4" #5 @12" OC TOP (Y3" SPAN) EL. SEE PLAN TOP OF SLAB �— #4 @ 12" OC EA. V WAY. BOTTOM #4 @ Z -BAR SECTION @ 12" O.C. SCALE: 3/4" = 1'-0" --LEAR GRADE BEAM REBAR COVER Z -BAR, SEE DETAIL ABOVE OUTER BARS. WHERE REQUIRED • 1610a Q d,• 4 a . 2" CLR 2 LAYERS OF INNER BARS 6 MIL VAPOR BARRIER (LAP SEAMS) SLAB REBAR PLACEMENT SECTION SCALE: 3/4" = V-0" CONTINUITY Z -BAR (DOG_ LEG) AT STEP LOCATIONS L CONTINUOUS THRU RECESS CONCRETE STAND-OFF PAD TO MATCH ARCHITECTURAL COLUMN WOOD POST DIMS. FOR BOX COL. w/#3 PER PLAN. HAIRPINS AT EA. CORNER & #3 CLOSED TIE AT TOP TYPICAL ANCHORAGE PER CONST. SPECS. _ PAVERS BY OZ Q � OTHERS 7 Lj Ln T7 71r --i qnc 2'-6" x 2'-6" x 12" DEEP CONC. FOOTING 2'-6" -I w/3-#5 EA. WAY BOT SECTION SCALE: 3/4" = V-0" 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w � U Ljj LL Z 7 � a Q to = W r/UQ m U Qml- Z Q w Ln� U � Q FOUNDATION I DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET SID] SHEET 7 OF 2� I I I I I � I I I � SEE 4/S1.01 I I I I _ I —II tu— #5 DOWEL BAR EMBEDDED 9" INTO-\ 2-#4 SUPPORT GRADE BEAM I= #5 @ 12" OC TOP w/ STD 90° BEND I— 1/3 SPAN TOP REINFORCING EL. +21.67' NAVD (TYP) TOP OF MAIN SLAB TOP OF SLAB L +17 67' NAVD . #4 @ 12" 7" STRUCTURAL • • • OC EA. WAY CONCRETE SLAB BOTTOM. MONOLITHIC CONCRETE GRADE BEAM, SEE PLAN 1,_87 FOR LOCATIONS SECTION SCALE: 3/4" HECKMAN DOVETAIL TR (#103) W/DOVETAIL ANC 4100) @ 24" O.C. VER' PER 4'-8" BREAK Aw SHEAR CAPACITY = MIN. PERIMETE JOINT W/ AND S 8" FRANGIBL W/#5 @ DOWEL I MAX. IN CELLS (3 E EMBEDDED I BELOW. DO N07 GRADE 10: KE.-- PROVIDE 2-#5 REBAR. BREAK REBAR AT JOINTS FRANGIBLE SKIRT WALL -TT I LB — OT. OF GB L. +16.3' NAVD ro w U GB -1 TYPICAL GRADE BEAM REINFORCING: 4-#5 TOP & BOT. W/#3 TIES @ 12" OC -- . SCALE: 3/4" = 1'-0" PAVERS ON GRADE STONE CAP, SEE ARCH KEYSTONE STONEGATE C° UNIT, INSTALL NEAR N VERTICAL UNREINFORCED CONCRETE OR CRUSHED STONE LEVELING PAD FRANGIBLE KEYSTONE WALL SCALE: 3/4" 7" TO 6" CONC. SLAB w/#5@8" TOP w/9" 90° HOOK INTO FAR SIDE OF CONC. BEAM � N #4@10" TRANSVERSE TOP 0 N GRADE +18.00' NAVD ,off'•., N ORO.• �\` ADJUST HEIGHT AS _ REQUIRED FOR SEE PLAN I: GRADE (MAX 4") Luis A. Ponti3o, PE #4@10" BOTT E.W. SECTION BOT. OF BE h_ +16.66' TOP OF MAIN SLAB EL. +21.67' NAVD (TYP) EL. +18.33' NAVD ADJUST HEIGHT AS i� REQUIRED FOR GRADE (MAX 4") 1-#5 IN CONC. FILLED EA. SIDE OF JOINT TROWELED MORTAR �-JOINT 4'-8" MAX. 1" DEEP MAX. O.C. `ALA IT W/BACKER ROD SECTION A- A 1" DEEP SAWCUT w/ ELASTOMERIC SEALANT --, SLAB ON GRADE, SEE PLAN N OTES: 1) PROVIDE SA CUTS TO CREATE APPROXIMATE 5' X 5' MAX. SQ. 2) SAWCUT CO C. SLAB WITHIN 4 TO 12 HOURS OF C9NC. PLACEMENT. BREAKAWAY SLAB SCALE: 3/4" I 18"wx32"d CONCRETE GRADE BEAM WITH 4-#5 TOP AND BOTTOM (#4@12"O.C. HORIZ. EA FACE) & #3 STIRRUPS @ 12" O.C. 7" STRUCTURAL CONCRETE SLAB T/SLAB PORCH: +21.07' NAVD • 2—#4 SUPPORT DETAIL SCALE: 3/4" = 1'-0" #5 DOWEL BAR #5@ 12" O.C. BOT EMBEDDED 9" INTO GRADE BEAM 2—#4 SUPPORT #5 @ 12" OC TOP W/ STD 90° BEND 1/3 SPAN TOP REINFORCING i� i #4@ 12" O.C. 7" STRUCTURAL cO CONCRETE SLAB / ' • TEMP. REINF. MONOLITHIC CONCRETE / GRADE BEAM, SEE PLAN FOR LOCATIONS GB -1 TYPICAL GRADE BEAM REINFORCING: 4—#5 TOP & BOT. W/#3 TIES @ 12" OC NOTE: COMPACTION OF BACKFILL AGAINST THE FRANGIBLE CMU WALL SHALL BE DONE W/ LIGHT COMPACTION EQUIPMENT IN LOW LIFTS IN ORDER TO AVOID DAMAGE TO THE FRANGIBLE WALL AND CAUSE STRUCTURAL FAILURE. CMU WALL SHALL BE BRACED FULL HEIGHT UNTIL SLAB ABOVE IS CAST AND CURED. SECTION SCALE: 3/4" = 1'-0" n Q J 0 • TOP OF MAIN SLAB EL. +21.67' NAVD (TYP) GRADE BEAM TOP REINFORCING CONTINUOUS THROUGH PILE CAP EL. + 20.17' NAVD (TYP) B/GRADE BEAM ���� j SKIRT WALL BELOW AS REQ'D TO \� ESTABLISH GRADE, SEE 4/S1.02 GRADE EL. VARIES +17.00' TO +19.00' NAVD • I \--10x20 FRANGIBLE FOOTING GRADE BEAM (EAST -WEST DIRECTION) 2-#4 SUPPORT 8" CMU WALL V #5 @ 12" OC \\ TOP W/ STD 90° BEND 1/3 SPAN TOP REINFORCING t#,tnp =nr-7� STRUCTURAL \i 0 EA. WAY CONCRETE SLAB I . BOTTOM. ----- i� OUTLINE OF GRADE BEAM BEYOND, SEE SECTION 4/S1.01 1 ' 2" GRADE BEAM TOP REINFORCING CONTINUOUS THROUGH PILE CAP, SEE SECTION 4/S1.01 3—#5 EACH WAY ABOVE PILE 1'-3" 14"0 AUGER CAST PILE PER DETAIL 1/S1-01. SEE 2'-6" PLAN OR LOCATION SINGLE PILE CAP AT EDGE CONDITION SECTION SCALE: 3/4" = 1'-0" DRAIN PER ARCH #4 @ 12" OC EA. WAY. BOTTOM BOT. PILE CAP PORCH: +19.07' NAVD Y GB -1 TYPICAL GRADE BEAM REINFORCING: 4—#5 TOP 8c BOT. W/#3 TIES @ 12" OC 1'-8" FRANGIBLE RETAINING WALL (WHERE REQUIRED), SEE DETAIL 4/S1.02 • I AB EL. VARIES +17.67' TO +17.5' NAVD I-LBOT. PILE CAP EL. +15.96' NAVD STOP GRADE BEAM BOTTOM REINFORCING AT PILE SEE ARCH FOR FINISH #5 @ 8" OC TOP SEE DETAIL 6/S1.02 420 Osceola Avenue Jax. Beach, Florida 32250 1h. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONT GO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. W J ULL Uj � � Q u1=Z >UjW r/ UQ m U Qml- Z uj In J � Q U � Q FOUNDATION DETAILS L ALE DIMENSIONS FROM WINGS. IF A DIMENSION IS EAR REFER TO THE TURAL DRAWINGS OR TACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET S1.02 SHEET 8 of 21 c J� •'AGE E • � N � ` 0,53311 * N ,off'•., N ORO.• �\` Si Luis A. Ponti3o, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONT GO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. W J ULL Uj � � Q u1=Z >UjW r/ UQ m U Qml- Z uj In J � Q U � Q FOUNDATION DETAILS L ALE DIMENSIONS FROM WINGS. IF A DIMENSION IS EAR REFER TO THE TURAL DRAWINGS OR TACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET S1.02 SHEET 8 of 21 1 POOL SECTION 1.03 SCALE: 1/2" 2 POOL SECTION S1.03 SCALE: 1/2" = V-0" #3 VERTICAL (P 8"o.c i� #4 HORIZONTAL @ • 8"0. c POOL 2-#4 SUPPORT • • / • #5 @ 8" O.C. _y --r EA. WAY BOT T 7t 4-#5 TOP & BOTTOM w/ #3 STIRRUPS @ 12"o.c GRADE BEAM REINFORCING 1'-2" 2'-0 MIN 5 POOL SECTION AT SUNSHELF 3/4" SUNSHELF • 00 ry J U #5 @ 8"o. c EA. WAY BOT. 4 'Z' BAR @ 8" O.C. #3 HORIZONTAL @ 8"o. c EL. +13.93' NAVD BOT. GRADE BEAM 14"0 AUGERCAST CONCRETE ANCHOR PILE EL. +21.33' NAVD TOP OF POOL DECK EL. +19.42' NAVD TOP OF STONE TERRACE EL. +13.93' NAVD BOT. GRADE BEAK SPA #3 VERTIC)�L @ 8"o.c #4 HORIZONT L @ i"o.c 2—#4 SUPPORT 04 --w -------- 9- J U 4-#5 TOP & BOTTOM w/ #3 STIRRUPS @ 1 "O.0 GRADE BEAM REINFOR I ING BOND BEAM _ SEE 8/S2.OP #3 HORIZONTAL @ 8"o.c, CENTERED EA. FACE #4 VERTICAL @ 8"O -C, CENTERED, ALIGNED w/ SLAB REINFORCING EA. FACE a FINISH, SEE ARCH 1'-0" T POOL WALL t L. +21.10' NAVD • O r • 12" STRUCTURAL CONCRETE POOL SHELL WALL POOL #5 @ 8"o. c TOP z 7; 8" STRUCTURAL n 1/3 SP CONCRETE SLAB TOP REINF RCING LON 4-#5 TOP & BOTTOM w/ ' #3 STIRRUPS @ 12"o.c GRADE BEAM REINFORCING 1'-2" 2'-0 MIN 3 POOL WALL DETAIL I n� SCALE: 3/4" = 1'-0" ,LT/POOL WALL L. +21.10' NAVD BOND BEAM SEE 8/S2.OP • MAINTAIN 2" CONCRETE COVER AROUND OPENING #4 VERTICAL @ 8"o.C, • CENTERED, ALIGNED w/ SLAB REINFORCING • #3 HORIZONTAL @ 8"o. c EL. +15.10' NAVD DEEP WELL BOT. GRADE BEAM DRAIN 14"0 AUGERCAST CONCRETE ANCHOR PILE 1'-2" 2'-0" MIN 6 POOL SEC'TFION AT SPA 1,03J SCALE: 3/4" = 1'-0" 00 Cr - #5 @ 8" o. c U EA. WAY BOT. BEND OVER VERTICAL #5 \-- AUGERCAST PILE REINFORCING INTO GRADE BEAM/SLAB 14"0 AUGERCAST CONCRETE ANCHOR PILE E ADD 4pcs #4 x 3'-0" DIAGONALS AROUND DEEP WELL DRAIN OPENING #5 @ 12" O.C. EACH WAY POOL SLAB REINFORCING EL. +SEE PLAN DEEP WELL DRAIN OPENING REINFORCING DETAIL SCALE: 3/4" = V-0" EL. +21.10' NAVD TOP OF POOL BOND BEAM EL. +17.6' NAVD BOTTOM OF SPA EL. +15.10' NAVD BOT. GRADE BEAt #5 'Z BAR @ —' 8" O.C. 4—#5 TOP & BOTTO w/ #3 STIRRUPS @ 12"o.c GRADE BEAM REINFORCING POOL 3" #3 'Z' BARS @ t0 12" O.C. 8" STRUCTURAL CONCRETE SLAB • 2—#4 SUPPORT I `IO 1 ' �2" 2'-0" MIN POOL SECTION AT STAIRS SCALE: 3/4 = 1'-0" #5 @ 8"o.c EA. WAY BOT. BEND OVER VERTICAL #5 AUGERCAST PILE REINFORCING INTO GRADE BEAM/SLAB 14"0 AUGERCAST CONCRETE ANCHOR PILE 5 @ 8" O.C. TOP 1/3 SPAN TOP REINFORCING 1/3 SPAN TOP REINFORCING 2-#4 8" STRUCTURAL SUPPORT CONCRETE SLAB 2-#4 SUPPORT d 0.0 a a 0 00 f a #5 @ 8" 0. C. 3' I �.® •e ad •. I o r - EA. WAY BOT. CLR #5 @ 8" O.C. EA. WAY BOT 24"x20" GRADE BEAM w/4-#5 TOP & BOTT. & #3 STIRRUPS @ 12" O.C. SECTION SCALE: 3/4" = 1'-0" Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P O N SE 6eN 01 3'-4 1'-0" EL. +21.10' NAVD __.._---_ _ ___ _ . ___._ EL. +20'-10" NAVD WATER LEVEL - _ -�-�— -' 16" CONCRETE � o co SPA P OF BOND P 00 L BEAM 00 SPILLWAY POOL WALL. _I Luis A. Pontigo, PE FL PE#53311 EL. +19.27' REVISIONS DATE NAVD TOP OF SPA SEAT FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO 00 MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY EL. +16.77' NAVD _I CONSTRUCTION DOCUMENTS. ANY POOL TOP OF POOL SLAB ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR EL. +16.10' NAVD INSPECTION FEES. ` EL. +16'-77" NAVD TOP OF SLAB AT TOP OF POOL SLAB POOL DRAIN ^ ' EL. +15.10NAVD wz BOT. GRADE BEAM EL. +14.93' BOT. GRADE NAVDEL. BEAM EL. +14.27' NAVD BOT. 3RADE BEAM +14.27' NAVD 601. GRADE BEAM 1 POOL SECTION 1.03 SCALE: 1/2" 2 POOL SECTION S1.03 SCALE: 1/2" = V-0" #3 VERTICAL (P 8"o.c i� #4 HORIZONTAL @ • 8"0. c POOL 2-#4 SUPPORT • • / • #5 @ 8" O.C. _y --r EA. WAY BOT T 7t 4-#5 TOP & BOTTOM w/ #3 STIRRUPS @ 12"o.c GRADE BEAM REINFORCING 1'-2" 2'-0 MIN 5 POOL SECTION AT SUNSHELF 3/4" SUNSHELF • 00 ry J U #5 @ 8"o. c EA. WAY BOT. 4 'Z' BAR @ 8" O.C. #3 HORIZONTAL @ 8"o. c EL. +13.93' NAVD BOT. GRADE BEAM 14"0 AUGERCAST CONCRETE ANCHOR PILE EL. +21.33' NAVD TOP OF POOL DECK EL. +19.42' NAVD TOP OF STONE TERRACE EL. +13.93' NAVD BOT. GRADE BEAK SPA #3 VERTIC)�L @ 8"o.c #4 HORIZONT L @ i"o.c 2—#4 SUPPORT 04 --w -------- 9- J U 4-#5 TOP & BOTTOM w/ #3 STIRRUPS @ 1 "O.0 GRADE BEAM REINFOR I ING BOND BEAM _ SEE 8/S2.OP #3 HORIZONTAL @ 8"o.c, CENTERED EA. FACE #4 VERTICAL @ 8"O -C, CENTERED, ALIGNED w/ SLAB REINFORCING EA. FACE a FINISH, SEE ARCH 1'-0" T POOL WALL t L. +21.10' NAVD • O r • 12" STRUCTURAL CONCRETE POOL SHELL WALL POOL #5 @ 8"o. c TOP z 7; 8" STRUCTURAL n 1/3 SP CONCRETE SLAB TOP REINF RCING LON 4-#5 TOP & BOTTOM w/ ' #3 STIRRUPS @ 12"o.c GRADE BEAM REINFORCING 1'-2" 2'-0 MIN 3 POOL WALL DETAIL I n� SCALE: 3/4" = 1'-0" ,LT/POOL WALL L. +21.10' NAVD BOND BEAM SEE 8/S2.OP • MAINTAIN 2" CONCRETE COVER AROUND OPENING #4 VERTICAL @ 8"o.C, • CENTERED, ALIGNED w/ SLAB REINFORCING • #3 HORIZONTAL @ 8"o. c EL. +15.10' NAVD DEEP WELL BOT. GRADE BEAM DRAIN 14"0 AUGERCAST CONCRETE ANCHOR PILE 1'-2" 2'-0" MIN 6 POOL SEC'TFION AT SPA 1,03J SCALE: 3/4" = 1'-0" 00 Cr - #5 @ 8" o. c U EA. WAY BOT. BEND OVER VERTICAL #5 \-- AUGERCAST PILE REINFORCING INTO GRADE BEAM/SLAB 14"0 AUGERCAST CONCRETE ANCHOR PILE E ADD 4pcs #4 x 3'-0" DIAGONALS AROUND DEEP WELL DRAIN OPENING #5 @ 12" O.C. EACH WAY POOL SLAB REINFORCING EL. +SEE PLAN DEEP WELL DRAIN OPENING REINFORCING DETAIL SCALE: 3/4" = V-0" EL. +21.10' NAVD TOP OF POOL BOND BEAM EL. +17.6' NAVD BOTTOM OF SPA EL. +15.10' NAVD BOT. GRADE BEAt #5 'Z BAR @ —' 8" O.C. 4—#5 TOP & BOTTO w/ #3 STIRRUPS @ 12"o.c GRADE BEAM REINFORCING POOL 3" #3 'Z' BARS @ t0 12" O.C. 8" STRUCTURAL CONCRETE SLAB • 2—#4 SUPPORT I `IO 1 ' �2" 2'-0" MIN POOL SECTION AT STAIRS SCALE: 3/4 = 1'-0" #5 @ 8"o.c EA. WAY BOT. BEND OVER VERTICAL #5 AUGERCAST PILE REINFORCING INTO GRADE BEAM/SLAB 14"0 AUGERCAST CONCRETE ANCHOR PILE 5 @ 8" O.C. TOP 1/3 SPAN TOP REINFORCING 1/3 SPAN TOP REINFORCING 2-#4 8" STRUCTURAL SUPPORT CONCRETE SLAB 2-#4 SUPPORT d 0.0 a a 0 00 f a #5 @ 8" 0. C. 3' I �.® •e ad •. I o r - EA. WAY BOT. CLR #5 @ 8" O.C. EA. WAY BOT 24"x20" GRADE BEAM w/4-#5 TOP & BOTT. & #3 STIRRUPS @ 12" O.C. SECTION SCALE: 3/4" = 1'-0" Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P O N SE 6eN 'N 'Ic OF G LOR�� 00 I00 - Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. W J LL U LLj Z > 7 UJ U 0 � Q (f) Uj Q� Q m U Q m � Z W In -J U '- Q POOL I DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT. THE EO.R. PLAN NAME RESIDENCE DESIGN/DRAW N/CHECKED CS / WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET 51.03 SHEET 9 of 21 R . i ----------- ----------------� II I I II I I I I I I I I I _ _I I - I I I II I I I I I I I I I I I I I { I I I-- =k_______- I I II { I I I I I I I I I I I I I1 ___________________________J I I -rr LL I I )2x8-1 1 a= UJ -t-'t- - 7 I I I I 2x8 OFF GRADE I I _ FRAMING @ 16" I I - IO.C. ICD I I I I I I I J I I I 1 I I I I I LOW 16' ID MA ONRY WALLI M D OF 8x16 BILO�K (2)2x12 (2)2x12 16x16 MASONRY PILASTER TOOTHED INTO WALL BELOW 12x12 PILASER, SEE 1/S2.5 8" MASONRY WALL, SEE 1/S2.0 (TYP) HUC48 MASONRY- ANGER ASONRY_ AN GL2/2 (2)1 75x9.25 1 E LVL 2)2x8 H TS16 LOW ROOF FRAMING PER - SCHEDULE -jam-------------------F II \ I I I I I : • x u 2x6 SY1P#2 LEDGER. FASTEN TO CMU w/(4)Y2"x3" TAPCONS @ 16" O.C. LB -0 (3)2x12 H TS16 El 8" MASONRY W LL, EE 1/S2. 8" MASONRY WALL, SEE 1/S2.0 (TYP) I�"�.:rlrrV WE !IIIIIIIIIIIIIIIIII�I�III!�_ 'll' �j!Illl�lrlllllllllllllllInl �ll!��■ 1111111■ 11 3Y2'x5Y4" PARALLAM PSL POST •I I Of n III 11 III F-1 (3)2x4 SPF#2 POST (3)2x6 SPF#2 POST 3Y2"x7 PARALLAM PSL POST 8" MASONRY WALL, .4 - _ ENSURE (3) FILLED_ CELLS w/1-#5 VERT. FIRST LEVEL WALL FRAMING PLAN SCALE: 1/4" = 1'-0" FRAMING NOTES: 1. FOR TYPICAL WOOD WALL FRAMING, SEE DETAIL 1/S2.3 2. FOR TYPICAL MASONRY WALL FRAMING SEE DETAIL 1/S2.0 3. ALL BUILT-UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 4/S2.3 -------------------------------------r, -� "i. � � Lr'rL. � � 1� • •.1 � � � � a61.'"�r iu�'S CB -2 ENSURE (3) FILLED CELLS w/1-#5 VERT. ENSURE (3) FILLED CELLS w/1-#5 VERT. __ EN - I I 1 1 I I I I I I I I I 9 I I I I I I I I I I I I I I I I I I I I I 1 I I 1 I 1 I ! I I I I I I I ! I I I ! I I I I I I I I I I I I I I I I I 1 1 I I I I I I 1 I I I I I I I I I I I I I i I i I i I I I I I 1 I I I I I I 1 I I I I I I I I I 1 1 I 1 I I I I I I I I I ! I I I 1 I 1 I I I I I I I :==r $= LJ LJ i MASONRY NOTES: SYMBOLS LEGEND INTERIOR BEARING WALL. _ DESIGNATES SHEARWALL. THE HIDDEN ---Sw --- LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. 8d @ 8 DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. IN THE FIELD" DESIGNATES THE NUMBER OF PLY'S OF (2)2x8-1/2 HEADER, HEADER SIZE, & JACK/KING STUDS NEEDED FOR HEADER OPENING. - - BEAM OR TRUSS, SEE PLAN -X DESIGNATES CMU LINTEL. SEE DETAIL 6/S2.0 CB -X DESIGNATES CONC. BEAM. SEE DETAILS ON S2.2 & S2.5 DESIGNATES CMU WALL ANCHOR LEGEND X 3/g" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 5/S2.3 X5 %" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 5/S2.3 3/g" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 5/S2.3 5E" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 5/S2.3 ® SIMPSON DTT2Z W/ Y2"O THREADED ROD EPDXIED 6" ® SIMPSON HTT5 W/ %"0 THREADED ROD EPDXIED 7.5" WALL STUD S!2x4 HEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9'-1" SPF#2 ® 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 ® 16" O.C. or MAX 2x4 SPF#2 ® 12" O.C. EXTERIOR 10'-1 TO 26 SPF#2 ® 16" O.C. 14'-0" INTERIOR 10'-0" 2x4 SPF#2 ® 16" O.C. MAX INTERIOR 12'-0 2x6 SPF#2 ® 16" O.C. or MAX 2x4 SPF#2 ® 12" O.C. S n N07M, 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. MINIMUM. SEE 2/S2.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS GENERAL NOTES 1. SEE DETAIL 1/S2.3 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3, WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 4/S2.3 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 1/S2.3 & 6/S2.2 1. MASONRY WALLS SHALL BE REINFORCE WITH 1-#5 VERTICAL @ 48" O.C., AT CORNERS, JAMBS, AND WALL INTERSECTIONS. SEE 2/S2.0 FOR ADDITIONAL REINFORCEMENT AT JAMBS OVER 4'-4" 2. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT AND ALL CELLS BELOW GRADE. SEE SO.0 FOR GROUTING NOTES. 3. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED 4. AT WALL CORNERS AND INTERSECTIONS, WALL COURSING SHALL INTERLOCK, EVERY OTHER COARSE. 5. SEE SO.0 FOR MASONRY BLOCK AND GROUTING SPECIFICATIONS Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 IST LEVEL WALL F 11 RAMING PLAN DO NOT SCALE DIMENSFROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PL7NAMERDESIGN/DDCS DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET SIA SHEET 100F 21 ;�J�� •�\GE N SE • � v °° OF4-6 - ;�O L ORS • ��� N {� O Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. IST LEVEL WALL F 11 RAMING PLAN DO NOT SCALE DIMENSFROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PL7NAMERDESIGN/DDCS DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET SIA SHEET 100F 21 -- I I II II - I I II I I II I I II II _I I I I II I - II I I II II BRACKET, SEE; 1 II DETAIL 5/S2.41 I II II f-7_ _____= II I II I I I I I I I I ,o__L�_____ -rr , LL I I , I I II , I I I I , I I I I , I 1 =-I S2.2 -- III I I III III I I II L� I 1 S2.2 I I I LEDGER, SEE 1/S2.2 I 20" FLOOR TRUSSES IBY OTHERS I I I I I I ------- ------ 2x8 RAISED 11 PLATFORM 1 S2.5 0 1 III LUII28 HANGER (TYP) TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP ALL ROOF MEMBERS TO BEARING WITH 2-12d TOENAILS & 1-SIMPSON H2.5T UPLIFT STRAP UNLESS OTHERWISE NOTED ROOF FRAMING SCHEDULE ROOF RAFTER (SYP #2) CEDAR SHAKE MAXIMUM SPAN X24" O.C. 2 x 6 9'-6" 2 x 8 12'-1" 2x10 14'-4" 2 x 12 16'-10" 4 S2.2 BEAM TO LEDGER w/CJT4 2x10 SYP#2 LEDGER. FASTEN TO WALL w/(7)10d © 16" O.C. 6x12 $RACKET BEAM BRACKET, SEE DETAIL 5/S2.4 �SEE S1.1 �_ESlAFOR LOW EQ.� i��� ROOF RAFTER PER SCHEDUL 7 - -(2)2x12 I\ �I I -- ILL] _ I ------------� ----------- 2x12 SYP#2 LEDGER. ------------y FASTEN TO WALL ------------1 w/(7)10d Q 16" O.C. --------------- --(2)1.75x20 1.9E LVL - - -7 =zq, 2)1 75 2x 0 1.9E LVL (2)HTSM16 11 BRACKET, SEE - DETAIL 5/S2.4 6x10 BRACKET BEAM ° ° 7,6�i s�.l ° `I ° °Q a ° ° HSS STEEL STUB COLUMN BELOW BEAM, `: SEE 1O/S2.2 (TYP) ° •a . ..v�4 f •e#I ° a Q ° d 4 ° 4. 1^0 ° o' 4< 7 a d I I 4' a°. S2.2 8- ° 4' (2)1.75x11.25 1_9E LVL - _T - 1 - - 1 RIDGE TO WALL w/HU48 HANGER, SEE DETAIL 3/S2.2 POCKET' BEAM INTO WALL! AND INSTALL (2)2x6 SPF# KING POST w/(2)HTS13 TOP & BOT. I� II _ (2)1.7 ')x11.25 1.9E LVL ROOF RAFTER PER SCHEDUL 7 S2.2 5 S2.2 2)HTSM16_ 2)HTSM1 8 S2.0 LEDGER, SEE 8/S2.0 GIRDER TRUSS - HANGER BY OTHERS GIRDER TRUSS 11 1 - - - - GIRDER TRUSS R TRUSS (2)HTS16 GIRDER TRUSS DIRECTLY TO MASONRY WITH HANGER BY OTHERS IIICnCn �II 1___ 24" FLOOR TRUSSES - m BY OTHERS Li 01- ARCH FOR III c5 SHOWER RECESSES GIRDER TRUSS DIRECTLY TO MASONRY WITH HANGER BY OTHERS III Ir GIRDER TRUSS �i4YHTS16 GIRDER TRUSS DIRECTLY TO MASONRY WITH HANGER BY OTHERS r .• r -f- - 'TAT -f lIl I wmm IN 2ND LEVEL FLOOR FRAMING PLAN SCALE: N.T.S. NOTE: 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND UPLIFT CONNECTOR, SEE PLAN. 9 S2.2 LEDGER, SEE 8/S2.0 (2)HTS16 (2)HTSM16 5 S2.2 SIM 6x12 BRACKET 5 BEAM S2.4 BRACKET, SEE /--DETAIL 5/S2.4 :.: CB -2 ... 4.. 4 . a °':: g 8 BEAM TO I LEDGER w/CJT4 d 4 4 ° ° d .< a � Q °° v I�•4� . 11 S2.2 44 °d I! a I` a a I' ° a ° .4 a ITI -ark'- - -:tl. - - ,- -z -.- --77 � r^ a •� - - - �- `'' ` _ :'.. _ate.'_ :._ _ _ 4° d °') °® dI I I i 5 ° S2.4 I! ,I 2 I I I I j I I o6x12 BRACKET BEAM 4 I � I 2x8 SYP#2 LEDGER. m y j I FASTEN TO WALL I w/(7)1Od @ 16" O.C. I I I I I II I ROOF RAFTERS jI PER SCHEDULE I I I I - I ;:.. Fi'Tl i I I CB -2 4 I I I I a I I II u ° II ° II a ° a ° L' SIM a m l'a S2.2 ° a ° ° h .. `.... IIV. II ° a B-2 a CCCC BRACKET, SEE DETAIL 5/S2.4 (SIM) f I_ SYMBOLS LEGEND H2.5T DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO 0. 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT w/QT PER MANUFACTURER'S SPECIFICATIONS. 5. WHEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 %J11111IT11" it IN TOGO QE o Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONT GO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. W J ULLJ LL Z > T r) � Q v1=w � UQ co QU ml- Z Lu In J U - Q 2ND LEVEL FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET S1.2 SHEET 11OF 21 C`1A/ SECOND LEVEL WALL FRAMING PLAN SCALE: 1/4" = 1'-0" FRAMING NOTES: 1. FOR TYPICAL WOOD WALL FRAMING, SEE DETAIL 1/S2.3 2. FOR TYPICAL MASONRY WALL FRAMING SEE DETAIL 1/S2.0 3. ALL BUILT-UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 4/S2.3 ,6 SYP#2 POST /ABU66 w/5/8" THREADED DD EPDXIED 6", SEE /S2.2 (TYP) )AP BEAMS TO POSTS ;2)MSTA24 OR HTS16 STRAPS (TYP) 6x6 SYP#2 POST w/ABU66 w/5/8" THREADED ROD EPDXIED 6", SEE 11/S2.2 (TYP) SYMBOLS LEGEND E:2= I INTERIOR BEARING WALL. DESIGNATES SHEARWALL. THE HIDDEN ----Sw -- LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. IN THE FIELD" DESIGNATES THE NUMBER OF PLY'S OF (2)2x8-1/2 HEADER, HEADER SIZE, & JACK/KING STUDS NEEDED FOR HEADER OPENING. --- BEAM OR TRUSS, SEE PLAN D DESIGNATES CMU LINTEL. SEE DETAIL 6/S2.0 CB -X DESIGNATES CONC. BEAM, SEE DETAILS ON S2.2 & S2.5 DESIGNATES CMU WALL ANCHOR LEGEND X %" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 5/$2.3 X55/,' A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 5/S2.3 ® ADIAMETER THREADED ROD TERMINATES TES AT FIRST FLOOR TOP PLATE, SEE DETAIL 5/S2.3 %- A307 DIAMETER THREADED ROD (95 TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 5/S2.3 SAM NA7ES: 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. MINIMUM. SEE 2/S2.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS I GENERAL NOTES I 1. SEE DETAIL 1/S2.3 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 4/S2.3 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 1/S2.3 & 6/S2.2 LUU r ULl ll6u a llu Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 00- ,,,,, P ON T/ SIMPSON DTT2Z W/ Y2'm THREADED a • ROD EPDXIED 6" ® SIMPSON HTT5 W/ 5/O THREADED N ROD EPDXIED 7.5" 0': WALL STUD SCHEDULE 0 PLATE STUD SIZE LOCATION HEIGHT & SPACING EXTERIOR 9'-1" 2x4 SPF#2 ® 16" O.C. MAX 10'-1 2x6 SPF#2 ® 16" O.C. or EXTERIOR MAX 2x4 SPF#2 ® 12" O.C. EXTERIOR 10'-1 TO 14'-0" 2x6 SPF#2 ® 16" O.C. INTERIOR 10'-0" 2x4 SPF#2 ® 16" O.C. MAX 12'-0" 2x6 SPF#2 ® 16" O.C. QC INTERIOR MAX 2x4 SPF#2 ® 12" O.C. SAM NA7ES: 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. MINIMUM. SEE 2/S2.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS I GENERAL NOTES I 1. SEE DETAIL 1/S2.3 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 4/S2.3 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 1/S2.3 & 6/S2.2 LUU r ULl ll6u a llu Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 00- ,,,,, P ON T/ •. O a \�P GNSE ,J 3 N 0': 4 0 Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. F_ W J U Uj LL Z > T 0 a Q Lip) = W � U4< co Q mU 1- Z 0) Lu Ln U � Q 2ND LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17- 01141 CONTROL No. 8685 SHEET S1.3 SHEET 120E 21 4 S2.2 F7_1_7 RIDGE TO WALL w/HU48 HANGER, SEE DETAIL 3/S2. NN 7 S2.2 (3)1.75x18 1.9E LVL - -" U-- t SIM FIELD APPLIED RAFTER TAILS (TYP), SEE 7/S2.2 rd (3)2x12 LOW BEAM 210-3 NGER CB -5 ROOF RAFTER (SYP #2) CB -5: MAXIMUM SPAN 8x16 CONC. BEAM 2 x 6 w/(2) #5 TOP & BOT 2 x 8 & #3 TIES AT 8" O.C. 2 x 10 14'-4" 2 x 12 TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP ALL ROOF MEMBERS TO BEARING WITH 2-12d TOENAILS & 1-SIMPSON H2.5T UPLIFT STRAP UNLESS OTHERWISE NOTED ROOF FRAMING SCHEDULE ROOF RAFTER (SYP #2) CEDAR SHAKE MAXIMUM SPAN @24" O.C. 2 x 6 9'-6" 2 x 8 12'-1" 2 x 10 14'-4" 2 x 12 16'-10" CEILING JOIST FRAMING SCHEDULE JOIST (SYP #2) MAXIMUM SPAN @24" O.C. @16" O.C. 2 x 4 6'-7" 8'-0" 2 x 6 9'-10" 12'-0" 2 x 8 12'-6" 15'-3" 2 x 10 14'-9" 18'-1" 2 x 12 18'-8" 22'-10" PROVIDE SOLID BRIDGING AT MAXIMUM SPACING OF 8" O.C. AND AT JOIST BEARING ENDS NOT NAILED TO ROOF RAFTERS ROOF FASTENING SCHEDULE BEARING SYMBOL FASTENING (2)2x6 SPF#2 OA (2)HTS16 TOP & BOT. (2)2x4 SPF#2 © (2)HTS16 TOP & BOT. (2)2x6 SPF#2 © SEE DETAIL 9/S2.3 (2)2x4 SPF#2 TD SEE DETAIL 9/S2.3 WALL/BEAM TE (2)HTS16 MASONRY WALL Luis A. Pontigo, PE (2)HTSM16 (MASONRY STRAP) SPECIAL © (2)LS70 ANGLES (6 TOTAL) HANGER OH HU410 SKEWED/SLOPED HANGER SPECIAL SEE DETAIL 10/S2.3 SPECIAL (2)LS70 ANGLES (2 TOTAL) 7 S2.3 8 S2.3 II XON J iLi `` / C' 58,3 / 1 `n (2)1.75x11.25 1.9E LVL N 7TRIDGE TO WALL \ w/HU48 HANGER, RIDGE TO WALL II \ SEE DETAIL 9/S2.3 w/HU48 HANGER, I \ SEE DETAIL 9/S2.3 \ S2.3 �"� \ p B � >/.o J \ LLJ E \I rill � II E \ E L AP 8 II N S2.3 I I I I � II I HU210-3 II N (3)2x12 E I I J J \\\ cn REF � I I +�� rn II \\ .9 N �� \\ NON-STRUCTURAL X II BEAM AND BRACKET 10 \ A PER ARCH (3)2x12 BEAM \ B I I NO �\ II m G (2)2x12 HIP I HU210-3 NII - �' - - - I it DO NOT CLIP HANGER XII B I RAFTER TAILS TO BEAM B (3)2x12 BEAM A 0 - - _ E >�I 8 J II S2.3 LIJ LO N XII L,7 I ROOF FRAMING PLAN SCALE: N.T.S. NOTE: 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND UPLIFT CONNECTOR, SEE PLAN. 1[112 3)2x1 3)2x1.2 (2)1.75x11.25 1.9E LVL C U _ _ I I 11- - -JJ-- _ CEILING BEAM BELOW 2x- BLOCKING @ 24" O.C. ABOVE SHEARWALL BELOW. FASTEN BLOCKING TO WALL w/A35 ANGLE (TYP) 8 S2.3 I- _F - G � RID TO WALL w/HU48 HANGER, EE DETAIL 9/S2.3 8 S2.3 1 S2.4 FIELD APPLIED RAFTER TAILS (TYP), SEE 8/S2.3 1 S2.4 SYMBOLS LEGEND H2.5T DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO 0. 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT w/QT PER MANUFACTURER'S SPECIFICATIONS. 5. WHEN USING (2)H2.5T CLIPS ON 1'/z" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 p,. PONT X ENSF No. 53 = N O R 0 NAV Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. W J U Lli LL O Q U cn=w � UQ co U Qml- Z J � Q w N J U � Q ROOF FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAW N/CHECKED CS WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET SIA SHEET 130E 21 r --------------------------I I I I I I I I STRAP ALL WALLS TO BELOW PER DETAIL 2/S2.4 I I I I I I I I I I I I I - ---__----_-_-- -=__ TOWER AND STORY FRAMING PLAN SCALE: 1/4" = 1'-0" FRAMING NOTES: 1. FOR TYPICAL WOOD WALL FRAMING, SEE DETAIL 1 /S2.3 2. FOR TYPICAL MASONRY WALL FRAMING SEE DETAIL 1/S2.0 PER ED S2.3 3. ALL BUILT-UP POST, HEADERS &BEAMS SHALL BE FASTEN�/ CEILING BEAM BELOW TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP ALL ROOF MEMBERS TO BEARING WITH 2-12d TOENAILS & 1-SIMPSON H2.5T UPLIFT STRAP UNLESS OTHERWISE NOTED TOWER AND STORY ROOF PLAN SCALE: 1/4" = 1'-0" ROOF FASTENING SCHEDULE BEARING SYMBOL FASTENING (2)2x6 SPF#2 AO (2)HTS16 TOP & BOT. (2)2x4 SPF#2 © (2)HTS16 TOP & BOT. (2)2x6 SPF#2 © SEE DETAIL 9/S2.3 (2)2x4 SPF#2 OD SEE DETAIL 9/S2.3 WALL/BEAM O (2)HTS16 MASONRY WALL (2)HTSM16 (MASONRY STRAP) SPECIAL © (2)LS70 ANGLES (6 TOTAL) HANGER O HU410 SKEWED SLOPED HANGER SPECIALI- SEE DETAIL 10/S2.3 r-_SpECIAL (2)LS70 ANGLES (2 TOTAL) DVERFRAMING _EDGER, SEE 3/S2.4 SYMBOLS LEGEND 77= I INTERIOR BEARING WALL. _ DESIGNATES SHEARWALL. THE HIDDEN ----SW -- LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. 8d ® j DESIGNATES 8d COMMONS 3" O.C. EDGE & 6" O.C. IN THE FIELD" DESIGNATES THE NUMBER OF PLY'S OF (2)2x8-1/2 HEADER, HEADER SIZE, & JACK/KING STUDS NEEDED FOR HEADER OPENING. -� BEAM OR TRUSS, SEE PLAN O DESIGNATES CMU LINTEL. SEE DETAIL 6/S2.0 CB -X DESIGNATES CONC. BEAM. SEE DETAILS ON S2.2 & S2.5 DESIGNATES CMU WALL ANCHOR LEGEND X3/8" A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 5/S2.3 X55/8- A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 5/S2.3 ® 3/g" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 5/S2.3 5/aA307 DIAMETER THREADED ROD (95 TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 5/S2.3 • SIMPSON DTT2Z W/ YO THREADED ROD EPDXIED 6" a SIMPSON HTT5 W/ WO THREADED ROD EPDXIED 7.5" WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9'-1" 2x4 SPF#2 ® 16" O.C. MAX EXTERIOR 10'-1 2x6 SPF#2 ® 16" O.C. or MAX 2x4 SPF#2 ® 12" O.C. EXTERIOR 10'-1 TO 2x6 SPF#2 ® 16" O.C. 14'-0" INTERIOR 10'-0" 2x4 SPF#2 ® 16" O.C. MAX INTERIOR 12'-0" 2x6 SPF#2 ® 16" O.C. gr MAX 2x4 SPF#2 ® 12" O.C. �J1D NQ= 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS, 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS ® 16" O.C. MINIMUM. SEE 2/S2.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS I GENERAL NOTES I 1. SEE DETAIL 1/S2.3 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. 2. SEE SHEET SO.0 FOR ROOF AND FLOOR SHEATHING SPECIFICATIONS. 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 4/S2.3 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 1/S2.3 & 6/S2.2 Lou rust liSu diiu Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ,, P 0 N r, "I , 0. OIF �L o �0 F� ORS 'S N P.V\00'' Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. TOWER AND STORY PLANS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R LAN NAME RESIDENE FDESCGN'/DRAWNC�CHECKEDS WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET S15 SHEET 140E 21 0 O W w r O W F__ I-- :) :) :D O O ry ry 0 CD o N N w� r D� O — n - �c O Q ryC CD Ln u Ln TO MATCH CAL REINF. U.N.O.) GRADE BEAM SEE PLAN. r 00 I N O w _ L.� J O ry CD WALL SECTION WALL SECTION TO MATCH -_AL REINF. U.N.O.) I OUT HOLE _QUIRED. GRADE BEAM SEE PLAN. GROUTING (GROUNG WITHOUT CLEANOUTS): THE HIGH -11-111l-1 GKUU 11NU iUMUU imp min VLG!►IVVV IJI. I OW—LIFT WALL IS CONSTRUCTED IN HEIGHTS NO MORE THAN 5'-4" THE WALL IS CONSTRUCTED IN HEIGHTS NO MORE SECTIONS (GROUT POUR HEIGHT OF 5'-4"), REINFORCED IS THAN 12'-8" SECTIONS (GROUT POUR HEIGHT OF PLACED IN THE INTENDED CELLS FOLLOWED BY MAX. 5'-0" 12'-8"), FULL INTENDED CELLS HEIGHT REINFORCED IS PLACED IN THE AND CLEANOUT HOLES ARE GROUT LIFTS. CONTINUITY OF THE REINFORCEMENT IS REQUIRED AT CELLS WITH REBAR FOLLOWED BY MAX. MAINTAINED BY SPLICING BETWEEN EACH SECTION. 5'-0" GROUT LIFTS. NO SPLICING IS REQUIRED. 00 cy n, CD CD � I N Ln WALL SECTION TO MATCH CAL REINF. U.N.O.) I OUT HOLE :QUIRED. GRADE BEAM SEE PLAN. ]ROUTING WITH CIL ANOUTS): T E WALL IS CONSTRUCTED IN HEIGHTS NO MORE THAN 12I'-8" SECTIONS (GROUT POUR HEIGHT OF 12'-8"), FILL HEIGHT REINFORCED IS PLACED IN THE INTENDED C :LLS AND CLEANOUT HOLES ARE REQUIRED AT CELLS WI H REBAR FOLLOWED BY MAX. 12'-8" GROUT LIFTS. N SPLICING IS REQUIRED. GENERAL NOTE 1. FOR BOTH LOW—LIFT AND HIGH—LIFT GROUTING, THE GROUT LIFT HEIGHT IS LIMITED TO 5 FT UNLESS THE FOLLOWING CONDITIONS CAN BE MET, IN WHICH CASE THE GROUT LIFT HEIGHT CAN BE INCREASED TO 12'-8" (HIGH—LIFT GROUTING ALTERNATE PER MSJC 2005): • THE MASONRY HAS CURED FOR AT LEAST FOUR HOURS • THE GROUT SLUMP IS MAINTAINED BETWEEN 10 AND 11 INCHES • THERE ARE NO INTERMEDIATE HORIZONTAL REINFORCED BOND BEAMS BETWEEN THE TOP AND THE BOTTOM OF THE P )UR HEIGHT. 2 IF THE FIRST TWO CONDITIONS ARE MET BUT THERE ARE INTERMEDIATE BOND BEAMS WITHIN THE GROUT POUR, LIMIT THE GROUT LIFT HEIGHT TO THE BOTTOM OF THE BOND BEAM, BUT CANNOT EXCEED 12'-8". 3. WHEN BOTH OF ANY OF THE FIRST TWO CONDITIONS ARE NOT MET, PLACE LIFTS NOT EXCEEDING 5 FT. 1 TYPICAL WALL GROUTING OPTIONS SCALE: 3/4" = 1'-0" 8>, OPEN BOTTOM LINTEL BLOCK, TOP /-7,w/2—#5 ONT. PRE—CAST N LINTEL BLOCK, w/2—#5 CONT. LB -1 OPEN BOTTOM LINTEL BLOCK, w/2—#5 TOP CONT. #3 HAIRPIN © 00 16" O.C. cv REQUIRED ONLY WHEN SPAN IS GREATER THAN 5'-4" PRE—CAST LINTEL BLOCK, w/2—#5 CONT. NOTES: 1. USE THESE LINTEL DETAILS U.O.N. ON PLANS. 2. FOR OPENING LOCATIONS, SEE ARCH. PLANS. 3. PROVIDE 8" BEARING EACH SIDE OF OPENING. 4. GROUT LINTEL SOLID. 5. BOTTOM SHALL BE A SOLID PRECAST LINTEL. CMU LINTEL LB -2 OPEN BOTTOM LINTEL BLOCK, w/2—#5 TOP CONT. #3 HAIRPIN @ 16" O.C. PRE—CAST LINTEL BLOCK, w/2—#5 CONT. STD. 90' HOOK Cn W ry Q > 8x16 BOND BEAM (TYP) 8x16 BOND BEAM (TYP) FOR OPENING OVER 4'-4" TO 9'-4" WIDE, PROVIDE 2—#5 VERTICAL EACH SIDE OF OPENING. =El TYPICAL WALL REINF. SEE SCHED. ON PLAN. FOR OPENING TO 4'-4" WIDE, PROVIDE 1—#5 VERTICAL EACH SIDE OF OPENING. OPENING, SEE PLAN PLAN VIEW CMU JAMB REINFORCING SCALE: 3/4" NOTE: AT CORNER STEEL POST CONDIDTION, FASTEN P.T. WOOD BUCK TO STEEL w/0.145"O x 2Y4" POWDER ACTUATED FASTENERS @ 12" O.C. (MIN (5) EA. SIDE) 3" CMU WALL. FASTEN 2x8 P.T. SYP#2 WINDOW/DOOR BUCK TO 8" CMU w/ 1/4"Ox23/4" TAPCONS @ 12"o.c INSTALL (5) MIN. EACH SIDE. 2x8 P.T. SYP#2 WINDOW/DOOR BUCK STRUCTURAL WINDOW/DOOR BUCK SCALE: 3/4" = 1'-0" WALL FRAMING PER PLAN 10d © 4" O.C. 8x16 BOND BEAM w/ — 2—#5 — WALL FRAMING PER PLAN 9.5" i AP MIN. 1—#5 VERTICAL EACH -NER, INTERSECTION, FACING INDICATED DLAN OR SCHED. 8" CMU WALL. ORIZONTAL TIE BEAM -ORCING (ONLY ONE — SHOWN FOR CLARITY) ■ WE TYPICAL CMU HORZONTAL/CORNER SPLICE SCALE: 3/4" = 1'-0" PROVIDE CONTROL JOINTS IN CMU WALLS AS SHOWN ON PLANS OR NOT TO EXCEED 50'-0" 0/C. SPACING OF JOINTS SHOULD BE COORDINATED W/ ARCHITECT. TO SUBMIT LOCATION PLAN FOR REVIEW AND APPROVAL. (2) COURSE 8x16 BON --e TOP OF a--<.--- =--= BEAM w/1—#5 TOP & BOND BEAMI BOT. BOND BEAM ' - REINFORCEMENT AND I I GROUT IS CONTINUOUS I.. ..p. THRU JOINT STOP JOINT REINF. PROVIDE REINFORCED j.. a AT CONTROL JOINT CELL EACH SIDE OF I I JOINTq . a P Q OF CONTROL PRE—FORMED JOINT JOINT REINF. FILLER-\ `@ 16" O.C. BACKER ROD "I �R'~L CAULKING 0[:]Es DEPTH OF CAULKING _ WIDTH OF ONE HALF THE WIDTH HEAD JOINT OF THE HEAD JOINT FLOOR DECK; SEE CONST. SPECS. FLOOR TRUSS OR JOIST. • TOP CHORD 2x8 P.T. SYP#2 LEDGER w/5/8 BEARING BEARING FLOOR TRUSS THREADED ROD EPDXIED 4" MIN, SPACE AT 24" O.C. (2)2x12 P.T. SYP#2 LEDGER P::; w/5/S" THREADED ROD EPDXIED 5" MIN SPACE @ 16" O.C., STAGGERED #5 VERTICAL TO TOP OF BOND BEAM STEP. PARALLEL PERPENDICULAR MASONRY WALL- STEP 8 WALUFLOOR LEDGER CONNECTION SCALE: 3/4" CMU CONTROL JOINT SCALE: 3/4" STOP JOINT REINF. AT CONTROL JOINT CMU WALL ]EI 1 ,+F STUD WALL FRAMING SEE11 PLA_�_jN 2x_ P.T. STUD FASTEN TO CMU WALL w/ 1/4"x3" TAPCONS @ 16" O.C. FRAME WALL TO CMU WALL DETAIL SCALE: 3/4" Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 ?h. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P' P N ry r) v�5 \AGE N SF 311 No. = A OF 4 ` SSIO Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR oo INSPECTION FEES. TYPICAL MASONRY DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CH ECKED CS WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET S2.0 SHEET 15oF 21 U Q w w (n 0 Q w w c� z C:) w r') J < F– CD z co w � J a X (2)2x8 P.T. SYP#2 TOP PLATE. OVERLAP PLATES 24" MIN. FASTEN TO MASONRY WALL w/Y2"x12" THREADED RODS EPDXIED 8", SPACED @ 24" O.C. WITH 2x20/8" WASHERS 7 (S2.2 X I I CONT. BOND BEAM REINFORCEMENT THROUGH CONTROL JOINT. I ROOF SHEATHING -PER CONSTRUCTION SPECIFICATION x ------ ------ ---- —�--- I-- —� — ------ -- — ------ ------ -------------- — ------- L ---I-- ------ — ------ ---- -- ------ I— I I I I I I I I I I I I EXTEND LINTEL REINF. I I EXTEND LINTEL REINF. I 1'-4" BEYOND OPENINGI I I i I I l'-4" BEYOND OPENING I I I TYP. I I I I I I TYP I I I I I I I I I I I I I I i I —I I i I BELOW WINDOD SILL TYP. ' I I I I I' I' ' — l ll I II II ll II II II II II II II II II II II II I II I I II II II II II II I II II II I II II II II II II I II II ll I I I I I I II I I II II I II II II II II II I II II II I II II II II I II I II I II I I I II II II II II I II II II I II II II II I it II I II I I I I I I i I I ------ ----- L — ----- ------ -1 ----- ------------- --- ------I— — ---- ----- ---- I I I — -- I t i I ------ ---- ---— — — — — — — �— --�— ------ ------ —---1— ------ ------ ----�- -----I-----------—I----� — ------ ------ — I ---- I I I I I I I I I I — I I I I I I I I I I I I I I —1— // 9 Ozz ... I I EXTEND LINTEL REINF. I I I V-4" BEYOND OPENING I I I TYP I -- I I I I I I I I I I I I I I I i I I I I PRECAST LINTEL SEE I I I I I I I 6/S2.0 I I I I I i i I I I I PRECAST LINTEL SEE 6/S2.0 LADDER JOINT REINF. IN FIRST MORTER JOINT I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I r7I I I i I I I i I I i I —I I i I BELOW WINDOD SILL TYP. ' I I I I I' I' ' — l ll I II II ll II II II II II II II II II II II II I II I I II II II II II II I II II II I II II II II II II I II II ll I I I I I I II I I II II I II II II II II II I II II II I II II II II I II I II I II I I I II II II II II I II II II I II II II II I it II I II I I I I I I i I I ------ ----- L — ----- ------ -1 ----- ------------- --- ------I— — ---- ----- ---- I I I — -- I t i I ------ ---- ---— — — — — — — �— --�— ------ ------ —---1— ------ ------ ----�- -----I-----------—I----� — ------ ------ — I ---- I I I I I I I I I I — I I I I I I I I I I I I I I —1— // 9 Ozz ... I I EXTEND LINTEL REINF. I I I V-4" BEYOND OPENING I I I TYP I -- I I I I I I I I I I I I I I I i I I I I PRECAST LINTEL SEE I I I I I I I 6/S2.0 I I I I I i i I I I I PRECAST LINTEL SEE 6/S2.0 LADDER JOINT REINF. IN FIRST MORTER JOINT I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I i CONT. BOND BEAM REINFORCEMENT THROUGH CONTROL JOINT. I I I I CMU CONTROL I I I I I I JOIN PER 5/S2 O I I SHOW ON LAN i LADDER JOINT REINF.I I I I I I LADDER JOINT REINF. IN FIRST MORTER JOINT I I I i I I IN FIRST MORTER JOINT BELOW WINDOD SILL TYP. I I I I i I I I II BELOW WINDOD SILL TYP. II II II II II II II II II II II II ll ll I i I I Tlil Il I I I I I I I I I I II II I I I l I ll I r II II � I I; II II I I II II I ll ll I I I II I I I I I I I I I ll ll I I I I ll ll I II II II I II II II II II II I II II II I I I .. a d a s O ad I �. ° I d G a d ® a al d a ® a a Q ?® a s IFFF I a, ala ° I c Id la I d a s a a a I I d aL-a —---. — a a �d `' — a----- _ d — d - - — ---------Q 4 — ---' d 1 TYPICAL 2 -STORY EXTERIOR CMU WALL ELEVATION S2.1 SCALE: 3/4" = 1'-0" SEE 8/S2.3 & /— 7/S2.2 FLOOR CON`, FLOOR TRUSS I I I I I I I I I I SEE DETAILS ON J S2.0 & S2.2 8" CMU WALL w/ #5 VERT. w/ STD. 90° HOOK INTO FOOTING ALIGNED W/ WALL REINFORCEMENT ABOVE ,EE DETAILS ON 1.01 AND S1.02 TYPICAL EXTERIOR WALL SECTION SCALE: 3/4" = 1'-0" ON GENSF .. Q" O. �r pTE OF c .DORSO. FSS Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. MASONRY ELEVATIONS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET S2.1 SHEET 160E 21 16d COMMONS @ 8" ON CENTER CONTINUOUS RIBBON BOARD (TYPICAL) 2x8 P.T. PLATE, SEE 6/S2.2 FOR ANCHOR BOLT 8d @ 3" O.C. #4 DOWEL @ 24" O.C. WITH 9" HOOK INTO FOUNDATION. ENGINEERED FLOOR TRUSS, SEE PLAN FLOOR SHEATHING 8x16 CONTINUOUS BOND BEAM w/2-#5 HORIZONTAL FLOOR JOIST PERPENDICULAR TO WALL 5 FLOOR TRUSSES AT CMU WALL. S2.2J SCALE: 3/4" = 1'-0" a .. �#3 TIES @ .• 8" O.C. VERTICAL. SQUARE CMU PILASTER USING PILASTER BLOCK 16"x16" - 4-#5 CMU PILASTER DETAILS 2x4 SYP#2 DIA. & HQRIZ. BRACING @ 24" O.C. BETWEEN OUTER WALL & FIRST INTERIOR TRUS 16d COMMONS @ 8" TOE NAIL EACH END ON CENTER w/4 -12d NAILS (TYP r- FLOOR SHEATHING 2x8 P.T. PLATE, SEE 6/S2.2 FOR ANCHOR--,," ------------------- -- ENGINEERED 8d @ 3 O.C. a FLOOR TRUSS, 8x16 CONTINUOUS ' SEE PLAN BOND BEAM w/2-#5 d #4 DOWEL @ 24" HORIZONTAL O.C. WITH 9" HOOK INTO FOUNDATION. FLOOR JOIST PARALLEL TO WALL STUD WALL, CONT. SHEATHING TO BOT. OF SEE PLAN. OSB BLOCKING FLOOR TRUSS. NAIL TO EA. FLOOR PANEL BETWEEN - T7—�— / TRUSS w/2 -ROWS OF 8d COMMON TRUSSES PER NAILS @ 4" O.C. DETAIL 7/S2.4. CS16 STRAPS @ 32" O.C. FASTEN TO RIBBON BOARD &- BLOCKING w/ 2-8d NAILS. -\\-,,1 I I CONT. 2x4 NAILED TO EACH TRUSS w/2 -12d COMMON -/i NAILS • 2x4 BLOCKING BOT, OF FLOOR TRUSS SIMPSON HTMS16 ATTACK TO FLOOR TRUSS @ EACH FLOOR • w/2 -12d TOENAILS TRUSS 9 TRUSS OUTRIGGER SECTION c� SCALE: 3/4" = 1'-0" CMU WALL, SEE PLAN. POST PER- PLAN ER_PLAN 1 " CLR AT =XT. CONDITI0 NS #5x4'-0" @ 12" #5 SUPPORT B R - O.C. TOP BAR w/90° STD HOOK FAM SEE ARCH FOREDGE PROFILE36"x12" CONC. I - w/(4)#5 TOP & w/#3 TIES @ 6" O.C. I I I 4x4xY4" HSS STEEL SUPPORT ° POST. SEE 6/S2.4 FOR PLATE DETAILS COLUMN PER PLAN 10 SECTION S2.2 SCALE: 3/4" = 1'-0 SLOPE RAKED CMU WALL, SEE 2/S2.2 HU24-2 RIDGE CONNECTION DETAIL ��.2SCALE: 3/4" = 1'-0" SHEAR WALLS - 24" O.C. EXTERIOR WALLS - 48" O.C. ANCHOR BOLTS SHALL BE 3" MIN AND 12" MAX FROM CORNERS AND PLATE BREAKS 16d COMMONS @ 8" ON CENTER CONTINUOUS RIBBON BOARD (TYPICAL) FLOOR 2x2xY8" SHEATHING WASHER 8d COMMONS @ 3" O.C. ENGINEERED Y4" GAP TO CMU FLOOR TRUSS, SEE PLAN )/2"x`12" ANCHOR BOLT WITH 2" 90° HOOK. a 2x8 P.T. PLATE. OR 1/2"0 THREADED ROD 8x16 CONTINUOUS DRILLED & EPDXIED w/ 8" BOND BEAM w/2-#5 EMBEDMENT HORIZONTAL AT 24" O.C. w/ 2x2xY8" �#4 DOWEL @ 24" PLATE WASHER., O.C. WITH 9" HOOK SOLE PLATE ANCHOR DETAIL INTO FOUNDATION. \ SOLE PLATE ANCHOR DETAIL SCALE: 3/4" = 1'-0" 6,> #5 TOP BENT BAR @ 12" 0. C. 5" STEP, SEE ARCH FOR WATERPROOFING CEILING PER ARCH WALL FRAMING PER PLAN d oo I _= I #5 @ 8" O.0 EA. WAY BOT I 1 I LINTEL PER I I PLAN I I M L — —J SEE 8/S2.0 8" CONC. CAP (SIM) w/(2) #3 TIES FLOOR TRUSS PER PLAN WALL FRAMING PER PLAN PER ROOF RAFTER, SEE PLAN NAIL OUTLOOKER TO RAFTER w/(4)12d / NAILS BLOCKING BETWEEN RAFTERS ROOF SHEATHING PER SPECS H2.5T @ EA. ° "-� 2x6 SYP#2 OUTLOOKER OUTLOOKER @ 24" O.C. Y2"x12" THREADED RODS RAKED CMU WALL, EPDXIED 8", SPACED @ SEE 8/S2.2 24" O.C. WITH 2x2xY8" LIJ WASHERS AT CMU WALL 4 OUTLOOKER DETAIL 2.2 SCALE: 3/4" = 1'-0" ROOF RAFTER, /—SEE PLAN 7-0.131x3" NAILS CEILING JOIST, EA. RAFTER SEE PLAN SIMPSON H2.5T TYPICAL P.T. PLATE: (2)2x8 P.T. SYP#2 PLATE w/ 1/2 "0 x12" ANCHOR ASSEMBLY OR w/ 1/2 "0 THREADED ROD DRILLED & EPDXIED w/ 12" EMBEDMENT AT 24" O.C. w/ 2"x2"x3/6» PLATE WASHER. r-7'NN JOIST FASTENING DETAIL SCALE: 3/4" = V-0" -6 #5 TOP BENT BAR @ 12" O.C. 5" STEP, SEE ARCH FOR WATERPROOFING • I 44 I OP ° • . I I � I d i #5 @ 8" O.C. FLOOR TRUSS ° d I EA. WAY BOT PER PLAN L - - CB -1: SEE 8/S2.0 - 8"x30" CONC. BEAM — -- (SIM) w/(2)#5 TOP & MID AND (4)#6 AT BOT. w/#3 TIES @ 8" O.C. SECTION SCALE: 3/4" = 1'-0 SLOPE 2x- RIPPED TO FIT GAP, FASTEN EA. END w/ 3-12d TOENAILS. FASTEN TO TOP PLATE w/ A35 MIN 2x6 RAFTER TAIL SCABBED ONTO ROOF RAFTER w/12d COMMON WIRE NAILS @ 4" O.C. STAGGERED _ 8x16 BOND BEAM w/1-#5 T&B CONT. TYP. CMU WALL, SEE 1 /S2.0 FOR ATTACHMENT OF DIAPHRAGM e ° PROVIDE DBL. 2x4 SYP#2 BLOCKING d d BETWEEN FLOOR TRUSSES. ATTACH FORMED AND POURED THE LOWER PLY TO DBL. LEDGER CONCRETE RAKED TIE BEAM w/12d COMMON AT 4" O.C. FASTEN w/ 2-#5 CONTINUOUS 2ND PLY TO 1ST PLY w/10d COMMONS @ 6" O.C. ROW 10d @ 4" O.C.° 10d @ 4" O.C. FLOOR DECK, SEE 14 . 00 CONST. SPECS. ° A 8x16 BOND ° <. BEAM w/ . • 2-#5 2� A ° I I 4� A FLOOR TRUSS OR JOIST. ° A -A )- LTOP CHORD 44 ° 2x6 P.T. SYP#2 LEDGER 7 BEARING FLOOR ° w/5/$" THREADED ROD TRUSS d� ° A. EPDXIED 4" MIN, SPACE (2)2x12 P.T. SYP#2 LEDGER a. AT 24" O.C. w/5/8" THREADED ROD EPDXIED 5" MIN SPACE @ 16" O.C., EXTEND REINF. INTO STAGGERED CONCRETE BOND BEAM PARALLEL PERPENDICULAR ABOVE AND HOOK. 8" CMU, SEE PLAN FOR REINFORCEMENT. 1 FLOOR LEDGER CONNECTION AT CMU WALL 2 TYPICAL CMU ALL RAKED CAP BEAM c� SCALE: 3/4" = 1'-0" S2.2 SCALE: 3/4" 16d COMMONS @ 8" ON CENTER CONTINUOUS RIBBON BOARD (TYPICAL) 2x8 P.T. PLATE, SEE 6/S2.2 FOR ANCHOR BOLT 8d @ 3" O.C. #4 DOWEL @ 24" O.C. WITH 9" HOOK INTO FOUNDATION. ENGINEERED FLOOR TRUSS, SEE PLAN FLOOR SHEATHING 8x16 CONTINUOUS BOND BEAM w/2-#5 HORIZONTAL FLOOR JOIST PERPENDICULAR TO WALL 5 FLOOR TRUSSES AT CMU WALL. S2.2J SCALE: 3/4" = 1'-0" a .. �#3 TIES @ .• 8" O.C. VERTICAL. SQUARE CMU PILASTER USING PILASTER BLOCK 16"x16" - 4-#5 CMU PILASTER DETAILS 2x4 SYP#2 DIA. & HQRIZ. BRACING @ 24" O.C. BETWEEN OUTER WALL & FIRST INTERIOR TRUS 16d COMMONS @ 8" TOE NAIL EACH END ON CENTER w/4 -12d NAILS (TYP r- FLOOR SHEATHING 2x8 P.T. PLATE, SEE 6/S2.2 FOR ANCHOR--,," ------------------- -- ENGINEERED 8d @ 3 O.C. a FLOOR TRUSS, 8x16 CONTINUOUS ' SEE PLAN BOND BEAM w/2-#5 d #4 DOWEL @ 24" HORIZONTAL O.C. WITH 9" HOOK INTO FOUNDATION. FLOOR JOIST PARALLEL TO WALL STUD WALL, CONT. SHEATHING TO BOT. OF SEE PLAN. OSB BLOCKING FLOOR TRUSS. NAIL TO EA. FLOOR PANEL BETWEEN - T7—�— / TRUSS w/2 -ROWS OF 8d COMMON TRUSSES PER NAILS @ 4" O.C. DETAIL 7/S2.4. CS16 STRAPS @ 32" O.C. FASTEN TO RIBBON BOARD &- BLOCKING w/ 2-8d NAILS. -\\-,,1 I I CONT. 2x4 NAILED TO EACH TRUSS w/2 -12d COMMON -/i NAILS • 2x4 BLOCKING BOT, OF FLOOR TRUSS SIMPSON HTMS16 ATTACK TO FLOOR TRUSS @ EACH FLOOR • w/2 -12d TOENAILS TRUSS 9 TRUSS OUTRIGGER SECTION c� SCALE: 3/4" = 1'-0" CMU WALL, SEE PLAN. POST PER- PLAN ER_PLAN 1 " CLR AT =XT. CONDITI0 NS #5x4'-0" @ 12" #5 SUPPORT B R - O.C. TOP BAR w/90° STD HOOK FAM SEE ARCH FOREDGE PROFILE36"x12" CONC. I - w/(4)#5 TOP & w/#3 TIES @ 6" O.C. I I I 4x4xY4" HSS STEEL SUPPORT ° POST. SEE 6/S2.4 FOR PLATE DETAILS COLUMN PER PLAN 10 SECTION S2.2 SCALE: 3/4" = 1'-0 SLOPE RAKED CMU WALL, SEE 2/S2.2 HU24-2 RIDGE CONNECTION DETAIL ��.2SCALE: 3/4" = 1'-0" SHEAR WALLS - 24" O.C. EXTERIOR WALLS - 48" O.C. ANCHOR BOLTS SHALL BE 3" MIN AND 12" MAX FROM CORNERS AND PLATE BREAKS 16d COMMONS @ 8" ON CENTER CONTINUOUS RIBBON BOARD (TYPICAL) FLOOR 2x2xY8" SHEATHING WASHER 8d COMMONS @ 3" O.C. ENGINEERED Y4" GAP TO CMU FLOOR TRUSS, SEE PLAN )/2"x`12" ANCHOR BOLT WITH 2" 90° HOOK. a 2x8 P.T. PLATE. OR 1/2"0 THREADED ROD 8x16 CONTINUOUS DRILLED & EPDXIED w/ 8" BOND BEAM w/2-#5 EMBEDMENT HORIZONTAL AT 24" O.C. w/ 2x2xY8" �#4 DOWEL @ 24" PLATE WASHER., O.C. WITH 9" HOOK SOLE PLATE ANCHOR DETAIL INTO FOUNDATION. \ SOLE PLATE ANCHOR DETAIL SCALE: 3/4" = 1'-0" 6,> #5 TOP BENT BAR @ 12" 0. C. 5" STEP, SEE ARCH FOR WATERPROOFING CEILING PER ARCH WALL FRAMING PER PLAN d oo I _= I #5 @ 8" O.0 EA. WAY BOT I 1 I LINTEL PER I I PLAN I I M L — —J SEE 8/S2.0 8" CONC. CAP (SIM) w/(2) #3 TIES FLOOR TRUSS PER PLAN WALL FRAMING PER PLAN PER ROOF RAFTER, SEE PLAN NAIL OUTLOOKER TO RAFTER w/(4)12d / NAILS BLOCKING BETWEEN RAFTERS ROOF SHEATHING PER SPECS H2.5T @ EA. ° "-� 2x6 SYP#2 OUTLOOKER OUTLOOKER @ 24" O.C. Y2"x12" THREADED RODS RAKED CMU WALL, EPDXIED 8", SPACED @ SEE 8/S2.2 24" O.C. WITH 2x2xY8" LIJ WASHERS AT CMU WALL 4 OUTLOOKER DETAIL 2.2 SCALE: 3/4" = 1'-0" ROOF RAFTER, /—SEE PLAN 7-0.131x3" NAILS CEILING JOIST, EA. RAFTER SEE PLAN SIMPSON H2.5T TYPICAL P.T. PLATE: (2)2x8 P.T. SYP#2 PLATE w/ 1/2 "0 x12" ANCHOR ASSEMBLY OR w/ 1/2 "0 THREADED ROD DRILLED & EPDXIED w/ 12" EMBEDMENT AT 24" O.C. w/ 2"x2"x3/6» PLATE WASHER. r-7'NN JOIST FASTENING DETAIL SCALE: 3/4" = V-0" -6 #5 TOP BENT BAR @ 12" O.C. 5" STEP, SEE ARCH FOR WATERPROOFING • I 44 I OP ° • . I I � I d i #5 @ 8" O.C. FLOOR TRUSS ° d I EA. WAY BOT PER PLAN L - - CB -1: SEE 8/S2.0 - 8"x30" CONC. BEAM — -- (SIM) w/(2)#5 TOP & MID AND (4)#6 AT BOT. w/#3 TIES @ 8" O.C. SECTION SCALE: 3/4" = 1'-0 SLOPE 2x- RIPPED TO FIT GAP, FASTEN EA. END w/ 3-12d TOENAILS. FASTEN TO TOP PLATE w/ A35 MIN 2x6 RAFTER TAIL SCABBED ONTO ROOF RAFTER w/12d COMMON WIRE NAILS @ 4" O.C. STAGGERED _ 8x16 BOND BEAM w/1-#5 T&B CONT. TYP. CMU WALL, SEE 1 /S2.0 CEILING PER ARCH CB -2: 16"x26" CONIC. BEAM W/(3)#5 TOP & BOT, (2)#5 MIDSPAN AND #3 TIES @ 6" O.C. COLUMN PER PLAN 0 0 POST PER /- PLAN HOLD DOWN PER PLAN #5x4'-0" @ 12" O.C. TOP BAR w/90° STD HOOK SEE ARCH FO EDGE PROFILE 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P P� �N?`ic'', ���ENSE X' O'= ST TE OF L OPO.... 0 N A� Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 011 MASONRY DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. r7PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET S2.2 SHEET 17oF 21 e ° d " d d CEILING PER ARCH CB -2: 16"x26" CONIC. BEAM W/(3)#5 TOP & BOT, (2)#5 MIDSPAN AND #3 TIES @ 6" O.C. COLUMN PER PLAN 0 0 POST PER /- PLAN HOLD DOWN PER PLAN #5x4'-0" @ 12" O.C. TOP BAR w/90° STD HOOK SEE ARCH FO EDGE PROFILE 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P P� �N?`ic'', ���ENSE X' O'= ST TE OF L OPO.... 0 N A� Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 011 MASONRY DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. r7PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET S2.2 SHEET 17oF 21 TYPICAL HEADER NAILING 0.131X3" TOE NAILS TYPICAL STUD NAILING. 2X6, 2x8 = (5) NAILS 2x10, 2x12 = (7) NAILS 0.131x3" END NAILS: 9" LVL, 11" LVL = (7) NAILS (2) @ 2x4, 14" LVL, 16" LVL = (9) NAILS (3) @ 2x6, (4) @ 2x8. FULL HEIGHT ANCHOR 61r X 1 EITHER SIDE OF PLATE HEIGHT CHANGE 2x -BLOCKING ONLY REQUIRED IF SHEARWALL SIMPSON H2.5T OR LSTA12 STRAP FOLDED OVER TOP PLATE FASTEN LOWER STUD TO TALLER STUD w/ 2 -ROWS OF 10d COMS @ 12" O.C. TYPICAL SOLE PLATE NAILING' 0.131x3" TOE NAILS: (3) @ 2x4, (4) @ 2x6, (5) @ 2x8. PT. SPF#2 SOLE PLATE --\ SYP#2 DBL. TOP PLATE RAISED HEADER ------------ ARCHED TRANSOM OPTION SEE RIGHT WINDOW SILL SEE SCHEDULE 6/S2.3 FOR SILL SIZE AND CONNECTION EACH END WALL FRAMING AT PLATE CHANGE CONDITION '-0" MIN. SPLICE LENG / (16) 0.131x3" NAILS EVENLY SPACED SYP#2 HEADER, PER PLAN I �-- 4'I-0" MIN. FULL HEIGHT ANCHOR, SEE PLAN FOR SIZE AND LOCATION TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 @ 12" O.C. STAGGERED. DROPPED HEADER SYP#2 HEADER, PER PLANS WINDOW SILL SEE SCHEDULE 6/S2.3 FOR SILL SIZE AND CONNECTION EACH END FOUNDATION SEE PLAN 8" ' / 2' MAX.N. WALL FRAMING AT FROM S I E WALL FRAMING AT RAISED HEADER CONDITION PLATE BREAK DROPPED HEADER CONDITION AT TWO STORY CONDITIONS, PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & JACK STUDS 1 TYP. WALL SECTIONS S2.3J SCALE: 3/4" = 1'-0" "----2x4 MEMBERS: (1) ROW OF 10d NAILS @ 4" O.C. 0 2x6 MEMBERS: (2) ROW OF 1 O NAILS @ 4" O.C. STAGGERED 2x4 OR 2x6 POST 1'/2 „ (3)ROWS OF 6 (3) ROW OF 10d 3/4" NAILS @ 8" O.C.-\ ° TRUSSLOK STAGGEREDENGINEERED WOOD : FASTENERS @ 24"o.c N AS SHOWN BUILDER MAY CHOOSE EITHER THE D OPPED HEADER CONDITION OR RAISED HEAD =R CONDITION (3)ROWS OF 5" TRUSSLOK ENGINEERED WOOD FASTENERS @ 24"o.c AS SHOWN 4—PLY I L Y 1 1 1111 3—PLY 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2x8 POST 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS BUILT - UP MEMBER FASTENING SCALE: 3/4" ROOF RAFTER, SEE PLAN H2.5T @ EA. OUTLOOKER BALLOONED FRAMED WALL, SEE PLAN NAIL OUTLOOKER TO RAFTER w/(4)12d/ NAILS OUTLOOKER DETAIL SCALE: N.T.S BLOCKING BETWEEN RAFTERS ROOF SHEATHING /- PER SPECS 2x6 OUTLOOKER @ 24" O.C. CEILING JOIST, SEE PLAN ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING FASTENED w/ 3-0.131 "x3" EA. END TYPICAL. SHEATHING MAY EXTEND 2" PAST BLOCKING— WINDOW ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. JACK AND - KING STUDS, SEE PLAN SOLE PLATE ANCHOR: 1/2"0 x 6" LG (MIN 34" EMBED.) THREADED ROD ANCHOR DRILLED 8c EPDXY w/2"O x" PLATE WASHER, SEE SCHEDULE BELOW }- D, (3) ROWS 12d N j n AT 12" O.C. PLAN Q i/i Vv '; EA. SIDE. 0 2—PLY 8'-4" (4) ROWS 12d MIN. (2)2x4 WOOD DOUBLE AT 12" O.C. SOLE FULL HT. EA. SIDE. ANCHOR PLATE 3—PLY LESS THAN 14" BEAM BUILDER MAY CHOOSE EITHER THE D OPPED HEADER CONDITION OR RAISED HEAD =R CONDITION (3)ROWS OF 5" TRUSSLOK ENGINEERED WOOD FASTENERS @ 24"o.c AS SHOWN 4—PLY I L Y 1 1 1111 3—PLY 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2x8 POST 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS BUILT - UP MEMBER FASTENING SCALE: 3/4" ROOF RAFTER, SEE PLAN H2.5T @ EA. OUTLOOKER BALLOONED FRAMED WALL, SEE PLAN NAIL OUTLOOKER TO RAFTER w/(4)12d/ NAILS OUTLOOKER DETAIL SCALE: N.T.S BLOCKING BETWEEN RAFTERS ROOF SHEATHING /- PER SPECS 2x6 OUTLOOKER @ 24" O.C. CEILING JOIST, SEE PLAN ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING FASTENED w/ 3-0.131 "x3" EA. END TYPICAL. SHEATHING MAY EXTEND 2" PAST BLOCKING— WINDOW ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. JACK AND - KING STUDS, SEE PLAN SOLE PLATE ANCHOR: 1/2"0 x 6" LG (MIN 34" EMBED.) THREADED ROD ANCHOR DRILLED 8c EPDXY w/2"O x" PLATE WASHER, SEE SCHEDULE BELOW 0.131x3" NAILS_/ EA. RAFTER SIMPSON H2.5T a ROOF CONNECTION DETAIL S2.3 SCALE: N.T.S 6" DROPPED HEAD OR SILL PLATES D, NOTCH HEADER PLATE _ n n PORCH PLAN Q i/i Vv '; 00 0 FULL HEIGHT 8'-4" ANCHOR OR HOLD MIN. (2)2x4 WOOD DOUBLE FULL HT. SOLE FULL HT. TOP PLATE. ANCHOR PLATE ANCHOR LSTA12 FOLDED DOUBLE TOP PLATE OVER TOP PLATE CONTINUOUS OVER w/5 -10d NAILS 6» HEADER WALL STUD MAX 5-10d NAILS INTO 'I OR POST. 1 @ 24" O.C. 0 ELEVATION O' 0 © FULL HT. -� ANCHOR A SILL PLATE AT TOP PLATE FULL HEIGHT ANCHOR INSTALLATION CHART THREAD O O O O _D ROD 0 WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 V2 "0 1/2 ),0 2x2x'/8 " 4" 4„ 2" 3" 1 /2 5/8„0 9/is "0 3x3x'/a” 6„ 6» 2Y2'> 3» 5/8 3/4"0 1 3/4 "0 3x3x'/4" 7.5" 10" 2/2" 3„ MONO STEM MONO STEM 5 HREADED ROD 3/4" = 1'-0" DETAILS S2.3 SCALE: ROOF RAFTER, /-SEE PLAN 0.131x3" NAILS_/ EA. RAFTER SIMPSON H2.5T a ROOF CONNECTION DETAIL S2.3 SCALE: N.T.S 6" DROPPED HEAD OR SILL PLATES DBL. TOP MAX4 NOTCH HEADER PLATE BELOW TOP PLATE 4 0 0; PORCH 8 -GUN NAILS �; HEADER, 00 SEE PLAN. FULL HEIGHT 8'-4" ANCHOR OR HOLD MIN. (2)2x4 WOOD DOWN AT BASE OF + (4)12d TOE NAILS POST BELOW. & (1) ADJ. SYP #2 TO PORCH HEADER. OPTION A LSTA12 FOLDED DOUBLE TOP PLATE OVER TOP PLATE CONTINUOUS OVER w/5 -10d NAILS 6» HEADER INTO TOP PLATE & MAX 5-10d NAILS INTO 'I BEAM. SPACE @ 24" O.C. 8 -GUN ° ° NAILS MIN. (2)2x4 WOOD OPTION B BELOW. & (1) ADJ. TO PORCH HEADER. TYPICAL PORCH BEAM CONNECTION SCALE: 3/4" = 1'-0" FULL HEIGHT ANCHORING SPECIFICATIONS ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF 3/8"0 A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE TOP PLATE, PROVIDE A 2"x 2"x Y8" STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE %" LARGER THAN THE DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG—TIGHT CONDITION PLUS ONE—HALF TURN OF A STANDARD WRENCH (APPROXIMATELY 30 FT.—LBS. OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL RE—TIGHTEN NUT TO 30 FT.—LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS 2x_ RIPPED TO FIT GAP, FASTEN EA. END w/ 3-12d TOENAILS. FASTEN TO TOP PLATE w/ A35 MIN 2x6 RAFTER TAIL SCABBED ONTO ROOF RAFTER w/12d COMMON / WIRE NAILS @ 4" O.C. STAGGERED BLOCKING BETWEEN RAFTEF WALL SHEATHIN, KING POST PI PLAN IN BALLO( FRAMED WA BOUNDARY OF SHEATHING EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES NAIL SPACING AT SUPPORTED EDGES, GENERAL NOTES EXAMPLE OF UNSUPPORTED . (UNBLOCKED) PANEL EDGE (TYPICAL) NAILING TO INTERMEDIATE SUPPORT IS 6"o.c MAX. (UON)----� RATED SHEATHING, /-SEE GENERAL NOTES SHEATHING NAILING DETAIL SCALE: 3/4" = 1'-0" KING & JACK STUDS SEE PLAN WINDOW SILL SCHEDULE ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END 5 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS 5 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS SEE BELOW FOR BOX GIRTS REQUIRED BEI WEEN WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. 2x_ SPF T&B w/ 12d @ 8" O.C. KING & JACKS SHEATHING PER PLAN w 0k CONT. AT Cn QGIRT/VERT JOINT. PF RIPPED FIT ARCH. DEPTH REQ'D. SECTION A—A WINDOW HEAD AND SILL FRAMING STUDS, ROOF TRUSSES, OR FLOOR JOISTS SYP #2 HEADER, Q PER PLAN OPENING END It- FASTENER HEAD OR SILL PLATES SEE SCHEDULE ROUGH OPN'G, SEE ARCH. (6)12d TOE NAILS TOP & BOT. A4 A4 SIMPSON LTP4 ON INSIDE FACE, IF NO JACK STUD BOX BEAM BETWEEN WINDOWS IN TWO STORY FRAMING SCALE: 3/4" TO RIDGE LJ "^Ir -E -q PER PER RIDGE CONNECTION DETAIL SCALE: 3/4" (2)12d TOE NAILS E.E. (MIN) RIDGE 2x12: HUC210-2 11.25: LVL: HUC410 INSTALL RIDGE AND HANGER PRIOR TO HIP INSTALLATION RIDGE EE HIP TO RIDGE w/(4)Y4"0x10" LAG �N"� SCREWS w o I I I RIDGE CONNECTION DETAIL SCALE: 3/4" Associates, Inc. 420 Osceola Avenue )ax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 Poi.. ;vim ..��GENSF O No 5 ~_ TE OF O R` D -PUFF. Sl0NA� Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONT GO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. TYPICAL WOOD FRAME DETAILS LRAC T SALE DIMENSIONS FROMINGS. IF A DIMENSION ISNCLEAR REFER TO THEITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CH ECKED CS WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET S2.3 SHEET 18oF 21 2x6 BLOCKING. FASTEN EA. END SEE DETAIL 7/S2.3 w/(5)10d TOENAILS --------- ---------- MTS12. FASTEN I TO STUD w/7-10dx1Y2". FASTEN TO RAFTER THRU • ; I I ROOF SHEATHING WITH i 7-1Odx1Y2" I Y4"x3" SIMPSON SDS - ----- -- - -----� SCREWS (SDS25300) PROVIDE HOLE IN WALL (6 TOTAL) SHEATHING AND BLOCK ALL AROUND • ' ROOF SHEATHING • /_ PER SPECS 4"x3" SIMPSON SDS SCREWS (SDS25300) (6 TOTAL) 2x6 SPF#2 BALLOON FRAMED WALL TO OUTLOOKERS PORCH BEAM PER PLAN 2x6 RAFTERS @ 16" O.C. ALIGN WITH j WALL STUDS I CS16 STRAP @ 32" O.C. EYEBROW SECTION DETAIL SCALE: 3/4" 2-SIMPSON H2.5 STRAP KING F POST BELOW WITH STRAPS WHEN FULL HLIVH I ANCHORS ARE NOT USED IF TRUSS REACTION EXCEEDS WHENY 4 40TEDA S2.4 ING POST TO WITH 2-CS16 STRAPS WHEN FULL HEIGHT ANCHORS ARE NOT USED HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T @ 32" O.C. TOP 8c BOT B SEE PLAN C (1)MSTA24 STRAPS D FULL HGT THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) HEADER TIE DOWN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN FLOOR 2x4 SPF ALL AROUND INTERIOR SHEARWALL. OSB BLOCKING PANEL SCALE: N.T.S @4" O. C. FLOOR FRAMING -16d NAILS (TYPICAL) SECOND STORY T P PLATE ELEV. FOR RAISED HEADERS, STRAP THE TOP PLATE TO HEADER WITH LSTA12 @ 32" O.C. IN LIEU OF THE H2.5A STRAPS H2.5A@ 32" ON—CENTER � I UU IQ LUWtK I NAMIINU: MSTA24 OR CS16 STRAP @ 32" ON -CENTER 2 STA24 OR CS16 -\ 'TRAP EACH END 0 WALL SEGMENT ND FLOOR ELEV. WOOD BEAM CONVENTIONAL WALL UPLIFT STRAPPING TO BEAM SCALE: 3/4” = 1'-0" HEADERUP CONNECTION CONNECTION CALL OUT UPLI=T CONNECTOR A :::�LST 08 @ 32" O.C. B SEE PLAN C (2)CS16 STRAPS D FULL HIST THREADED ROD SEE PLAN OR HTT4 HOLD DOWN AT BASE (U.O.N) ALL EXPOSED METAL CONNECTORS AND FASTENERS SHALL BE STAINLESS STEEL 2x6 SYP#2 LEDGER. ROOF RAFTER PER PLAN ROOF SHEATHING PER SPEC RAFTER TO BEAM w/(2)Y4"x5" TOESCREWS 5/8" S.S. THRU BOLT RECESS & PLUG-\ 6x6 HORIZONTAL LEG NOTCH 1" FOR BEARING 3/8"x8" LAG SCREW RECESSED 6x6 DIAGONAL-/ 3/8"x8" LAG SCREW, RECESSED NOTCH 1", FOR BEARING 6x6 VERTICAL UPLIFT STRAP ROOF F FRAMING TYPICAL BRACKET DETAIL SCALE: N.T.S FASTEN TO CMU w/Y2" THREADED ROD EPDXIED 6" @ 24" O.C. FASTEN TO WOOD FRAME WALL w/(5)10d @ 16" O.C. S.S. LTT20B w/5/8" THROUGH BOLT w/Y4"x3"x3" STEEL PLATE & WASHER. 7/,"0 x15" LONG ANCHOR BOLT w/ Y4"x3"x3" STEEL PLATE & WASHER. (2 LOCATIONS). MASONRY WALL PER PLAN IMPORTANT NOTE: (3)FILLED CELL W/ VERTICAL REINFORCING REQUIRED AT ALL BRACKET LOCATIONS 8d COMMON NAILS AT 3" O.C.(TYP) 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, FASTEN TO ROOF FRAMING BELOW ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. OVERFRAME RAFTERS, SEE PLAN. p SIMPSON H3 w/ 10-8d COMMON NAILS FROM RAFTER TO LEDGER THESE STRAPS �..I AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2x4 SPF#2 WHEN OVERFRAME BLOCKING RAFTER LENGTH ALT. TO BOTH H3 ABOVE LESS THAN 4'-0" PROVIDE MTS12 OR CS16 DIRECTLY ROOF MEMBER. BETWEEN OVERFRAMING RAFTER AND ROOF MEMBER. PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. :WHEN 3 DECK LEDGER AT OVERFRAME RAFTERS ED S2.4 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. 1 111 e-1 -0 44-3/4"x8" (9" GAGE) Y2 EQ EQ 2 STUDS FULLY WELDED TO CAP PLATE A.� p d 1 o a� Cwt dap77 4°' Od I a a. a , PL, Eli f*I CONC. BEAM -N a 1PER PLAN Q I STEEL COLUMN Y4" PER PLAN CAP PLATE 1'-0" 4-5/8" THREADED J/2 „ 1Y2 RODS EPDXIED EQ EQ 12 MIN (TYP) o C.I 0 � I � I I z I 1 CD I 1 I --m CY j I STEEL COLUMN PER PLAN 0 0 1 I I L— — — — — — — — — — — J CENTERED MASONRY PIER BELOW BASE PLATE STEEL PLATE DETAILS SCALE: N.T.S Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P PONT CO vJN . •��G E NSF • ; N 53 �. S TE OF /O N A�- %0 Luis A. Ponti3o, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONT GO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO e ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. L WOOD FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IFA DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET S2.4 SHEET 19oF 21 CONIC. ST PCF EXPA (MIN CO MAN ROOF PER ENTRY DETAIL SCALE: 3/4" = 1'-0" DVE. EXTEND COLUMN REINFORCING TO TOP OF CONC. BEAM w/90° HOOK (TYP) PROVIDE (3) 2" CLR TIES @ 3" AT TOP OF COLUMN TOP BARS r -7zHALF 0r SPACING SHOWNIN SCHEDULE BUT NOT GREATER THAN 6" TIRRUPS OR TIES S INDICATED (TYP. E. E., U.O.N.) Ln — 1 CLEAR COVER SCHEDULE 6" (MIN.) EMBEDMENT OF BOT l BARS AT COLUMN UNLESS INDICATED CONTINUOUS Ln — 2 0. TYPICAL REINFORCING PLACEMENT DETAIL FOR CONC. BEAMS SCALE: 3/4" =- 1'-0" * CLEAR COVER TO TIES (IF PRESENT) * BALCONY REINF. COVER 1" MINIMUM. SECTION SCALE: 3/4" 1'-0" -ER TAIL TO BEAM ')Y4"x5" TOESCREWS -AM PER _AN BEYOND, 2.4 (SIM) L O U r 0 11 1 1 ZJV n 11 u Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ,,"-- P O PA/ ......... Tic J` GENS o, 11 1 ri � ATE OF \V Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONT GO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 0 W J U Ljj LL Z > T � � Q to=W � Q Uco U Q m [— Z 0*) W In J U — Q WOOD FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET S2.5 SHEET 20oF 21 OTHER BAR BOT BAR ELEVATED BEAMS 1' 2" 11 211 ELEVATED SLABS 1 3/4 STRUCT. SLABS ON FILL 1" 3" GRADE BEAMS 2" 31> SLABS ON FILL 2" 3" 6" (MIN.) EMBEDMENT OF BOT l BARS AT COLUMN UNLESS INDICATED CONTINUOUS Ln — 2 0. TYPICAL REINFORCING PLACEMENT DETAIL FOR CONC. BEAMS SCALE: 3/4" =- 1'-0" * CLEAR COVER TO TIES (IF PRESENT) * BALCONY REINF. COVER 1" MINIMUM. SECTION SCALE: 3/4" 1'-0" -ER TAIL TO BEAM ')Y4"x5" TOESCREWS -AM PER _AN BEYOND, 2.4 (SIM) L O U r 0 11 1 1 ZJV n 11 u Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 ,,"-- P O PA/ ......... Tic J` GENS o, 11 1 ri � ATE OF \V Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONT GO a ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 0 W J U Ljj LL Z > T � � Q to=W � Q Uco U Q m [— Z 0*) W In J U — Q WOOD FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET S2.5 SHEET 20oF 21 FIRST LEVEL WALL FRAMING PLAN SCALE: 1/4" = 1'-0" FIRST LEVEL WALL FRAMING PLAN SCALE: 1/4" = 1'-0" FOUNDATION PLAN SCALE: 1/4" = 1'-0" 6x1( WRAP PC EMBEDDED IN SELF-ADHES ASPHALTIC 9-p CYQ.Ul? PIn(:F SECTION SCALE: 3/4" = 1'-0" 1I �./IV V. I \./L/ I II`!V YY/ EA. WAY BOT Lou YOUtISO dIIU Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P ° N roc''''-, �GENSF' • O ' a N . 5'3 N S _ " E OF 00 CA O Rip '0 00 'I, N AV''' f11111,1,,,,\\ Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. W J ULL Lij � � Q Z > 7 Lip) = w �Q m U Qml - Z J ON wLn J U - Q PAVILION PLAN AND DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME RESIDENCE DESIGN/DRAWN/CHECKED CS WAC LAP DATE 08.27.18 SCALE AS NOTED LPA No. CELL -17-01141 CONTROL No. 8685 SHEET S3.0 SHEET 21OF 21 Cash Register Receipt Receipt Number City of Atlantic Beach R11251 A-0 311 r DESCRIPTION ACCOUNT I QTY I PAID PermitTRAK $55.00 RES18-0335 Address: 1549 BEACH AVE APN: 170311 0000 $55.00 BUILDING TIE DOWN FRAMING 11/21/2019 RBE $55.00 BUILDING TIE DOWN FRAMING 11/21/2019 455-0000-322-1002 0 $55.00 RBE TOTAL FEES PAID BY RECEIPT: R11251 $55.00 Date Paid: Monday, December 09, 2019 Paid By: C.F. KNIGHT, INC. Cashier: CT Pay Method: CREDIT CARD 009834 Printed: Monday, December 09,2019 4:25 PM 1 of 1 Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. '7Wfir 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:/545—(93,.5 . J Revision to Issued Permit OR I I Corrections to Comments Date: /, ,$— /a° Project Address: /$ '9 /3'e 1 //7 "e Contractor/Contact Name: Ci, --//- ;/7''' /Z7-, _))- Contact Phone: 9(27--- Jv� � Email: /1 ZO5e% GC�'l/r/ ki(Gd/./-' Description of Proposed Revision/Corrections: i ‘iXlta//1' ,/)/R'g 7' 74j,""'"T� I J&L/`f- 7.t)se I affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • i oposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) • it roposed revision/corrections add additional increase in building value to original submittal? ell No ❑*yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: #W ,—gor �� --' �/ (Office Use Only) r L�1 Approved E Denied 11 Not Applicable to Department Permit Fee •ue$ J 0-00 Revision/Plan Review Comments 6O/7-/Qt / h pia- -1) Svl si l { K-/Vti S.0v-N co r7 Er �a� t.ee, De artment Review Required: Building` -1/1/1 Planning& Zoning eviewed By Tree Administrator Public Works Public Utilities /P-/0 - (90/7 Public Safety Date Fire Services Updated 10/17/18 OFFICE COPY M ' REVISION ,..,...w..,,.., r °AVIS Ap0''' V) TOP PLATE ANCHOR BOLTS OMM I TED DATE /2_ / /0 V `*' . iv. .,.%. ").\_ ..'O', LL7 SEE 1/SK-3 FOR ALTERNATIVE FASTENING s y i S SIGNED y i 1„:\::: x. 3 1 c�E`...LP ,I OF * Q �' 1 .FV L7 Z , c • 0.‘ ]L J U U .— I w r - * � SEE 7/52.2 FOR TYP.FASTENING 0' p c \�1 JOIS7 ROOF SHEATHING SEE ------ SPECS ON S0.0 II HU21( IN LIEU OF THREADED ROOF RAFTER/CEL.�' ---- - (3)1.75x18 1.9E LVL ___- ___ ROD FA TEN JOIST PER PLAN __ Q HANG $ _ - - - RAFTER/CEILING JOIST II AND DOUBLE TOP PLATE _ - - _ _ - A _ _ II PER THIS DETAIL IL fll,22 �a II b C N N CEI 5. 1�:: ® .., 8x16 CONT. BE! r'' w'/(2) NS TGP t I I ,mrmi; 0 d N & #3 TIES AT E SIMPSON HSTM20 FASTEN TO �, CYJ H V` O e RAFTER w/8-0.148x1'/=" SIMPSON HSTM20 FASTEN TO _ U T n FASTEN TO MASONRY WALL '��I RAFTER w/8-0.148x1'/i' .� i Qd 4� .7-t:-.1* w/1-'/'x2V." TITEN 2 in FASTEN TO MASONRY WALL w/ ,-_- c •v 6 4-'/. x2Y." TITEN 2 C � C=N U ' ' SIMP$ON RBC O 2a" O.C. o L J - u Hill FASTEN TO DB2 PLATE ,.-_. Q ,,..,y c ---- --4 w/6-0.148x1'/2" FASTEN LA . T TO MASONRY WALL w/ M v ) 'S,.2 3- '/. z2V.- TITEN 2 0 Q 1 S M SECTION VIEW Fl FYATION VIEW 1 www) FIELD APPLIED RAFTER TAILS ALTERNATE JOIST FASTENING DETAIL (TYP), SEE 7/S2.2 • SCALE: 3/4`• 1 , -C- A PARTIAL ROOF PLAN Z SCALE:3/16'.I'-0"