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416 Sargo Rd ACC19-0072 Addition, Car Port, Patio ' t�r`'"'''' ACCESSORY PERMIT PERMIT NUMBER J ACC19-0072 CITY �, LTBEACH ISSUED: 11/19/2019 800OF SEMINOLEATANROAD IC �J's»r ATLANTIC BEACH. FL 32233 EXPIRES: 5/17/2020 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: ADDITION, CLOSE IN CAR 416 SARGO RD ACCESSORY SINGLE OR TWO PORT AND ADD A COVERED $2500.00 FAMILY ACCESSORY PATIO TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 171533 0000 ROYAL PALMS UNIT 02A3.00 COMPANY: ADDRESS: CITY: STATE: ZIP: OWNER: ADDRESS: CITY: STATE: ZIP: MARCO & FRANCINI 416 SARGO RD ATLANTIC BEACH FL 32081 BORBA 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 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. Issued Date: 11/19/2019 1 of 3 �, ' ACCESSORY PERMIT PERMIT NUMBER , A CITY OF ATLANTIC BEACH ACC19-0072 ' �" ISSUED: 11/19/2019 j , 800 SEMINOLE ROAD EXPIRES: 5/17/2020 ATLANTIC BEACH. FL 32233 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 3 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. 4 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,JDog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 6 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. 7 PUBLIC WORKS TOPO SURVEY INFORMATIONAL Notes: Must provide a topographic(TOPO)survey with water retention for final C.O.Inspection. 8 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking debris must be removed from job site by Contractor. 9 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. 10 PUBLIC UTILITIES METER BOX SEWER CLEAN OUT INFORMATIONAL Notes: Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $65.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $32.50 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 BUILDING PLAN REVIEW RESUBMITTAL THIRD 455-0000-322-1006 0 $75.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 Issued Date: 11/19/2019 2 of 3 . �a„�,�r ACCESSORY PERMIT PERMIT NUMBER (..---rACC19-0072 r s, CITY OF ATLANTIC BEACH ') ISSUED: 11/19/2019 800 SEMINOLE ROAD 1/i o;t �` ATLANTIC BEACH. FL 32233 EXPIRES: 5/17/2020 STATE DBPR SURCHARGE 455-0000-208-0700 0 $3.34 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.23 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $353.07 Issued Date: 11/19/2019 3 of 3 , ..Alr) City of Atlantic Beach APPLICATION NUMBERs 4�� Building Department (To be assigned by the Building Department.) 800 Seminole Road. � ��,, �� - �� ,5. muirs Atlantic Beach, Florda 32233-5445 L Phone(904)247-5826 • Fax(904)247-5845 1 E-mail: building-dept@coab.us Date routed: �� i al City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Re c i<c) Department review required Ye o (Building_] Applicant: U (AD (\_ F arming &Zoning ,� ree Administrator Project: l I`(I C N c'' ,q 100(2,(( � A-cf c Works _j (--' u lic Utilities 7 'Le-\ � Piv-Tt c.) - 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: -B'U-ILDIN P - , , 4 &ZONINGry Reviewed by: i Date: .a3-/] TREE ADMIN. Second Review: ['Approved as revised. 1nie . ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES �/y�n PUBLIC SAFETY Reviewed by: / 1 ` Date: /C -/9/9 FIRE SERVICES Third Review: ❑Approved as revised. KDenied. [Not applicable Comments: Reviewed by: fr ,/ Date: /1"7 l7 Revised 05/19/2017 q i4-. /3011/.Pci n‘1)-- v/J //— V" 5-1k >zy- yn - 11 . / s -11 �S, Revision Request/Correction to Comments **ALL INFORMATION f ` `-., HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. ''NVir 800 Seminole Rd, Atlantic Beach, FL 32233 if'r Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: I CL } (-) "OD 7Z I Revision to Issued Permit OR ❑ Corrections to Comments Date: I ( ( 7. ( ( C�, Project Address: L�l Sc.G�D V b / Contractor/Contact Name: A-mCO C7,-iAr Contact Phone: -l6A"a 1 c a-,1 Email: V /COScAZF ( Loa:,. CO.,V Description of Proposed Revision/Corrections: t2e)fl V Cr' R1. & A._ m.b .,,A,,, . 0,3 s\oJ- p bcs Gawk )1.-f--VC C O CV / I affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ❑No ❑ Yes (additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? ❑No ❑*yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) LTJ Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ 7.—C7— Revision/Plan Review Comments Department Review Required: ilding• "T.- Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities / / 'i 5.-1 9 Public Safety Date Fire Services Updated 10/17/18 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD OFFICE C�T� TIC BE(904)247-5800 BUILDING REVIEW COMMENTS Date: 11/8/2019 Permit#:ACC19-0072 Site Address:416 SARGO RD Review Status: Denied RE#: 171533 0000 Applicant: Property Owner: MARCO & FRANCINI BORBA Email: Email: MARCOSURF@ICLOUD.COM Phone: Phone: 9042193629 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. Correction Comments: 1 . Only page 1 and page 4 were submitted for the product approval information sheets. Page 2 is th sheet that has spaces for the roofing materials and siding material. Please resubmit the informat. eeded for these 2 items on the proper pages. - /k 5,17 Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904)247-5844 Email:mjones@coab.us Resubmittal Notes: Revision Request/Correction to Comments **ALLINFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. � 800 Seminole Rd, Atlantic Beach, FL 32233 C� " Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: IA Revision to Issued Permit OR ri Corrections to Comments Date: Project Address: L\1 , cm6.0 Q1) Contractor/Contact Name: V" `PitR Co DpR41IT Contact Phone: CA bU — a P 3(O Email: \N\jvz,cso, Svc oC t G Levi), ems\ Description of Proposed Revision/Corrections: F rz A Oc$ E Pry P+�oma,L ''o b?c t-1 tic).,..,) 0 ",rib Wader ft I, NAL i I•- ceomtc(O„.) �bP I \•k-cc boCabPr affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ❑No ❑ Yes (additional s.f.to be added: • Will proposed revision/corrections add additional increase in b ilding valu to original submittal? CI No ❑*Yes (additional increase in building value: $ ) (Co 1tor must sign ifi -. einvaluation) *Signature of Contractor/Agent: (Office Use Only) ❑ Approved kbenied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments //nISSi rzs -4 2- d ra.n-, 4' 14 rG :pee -( r�to,r r+tip� q .S-roe s -gm Roo dins 7 1 -ell6 t Department Review Required: uildin Planning& Zoning — /4/;v' ed By Tree Administrator Public Works Public Utilities // ^ c-79 Public Safety Date Fire Services Updated 10/17/18 /' ° s \ CITY OF ATLANTIC BEACH r;f--------- �. 800 SEMINOLE ROAD \-) ATLANTIC BEACH, FL 32233 (904) 247-5800 `--4p; r' BUILDING REVIEW COMMENTS Date: 11/7/2019 Permit#: ACC19-0072 Site Address:416 SARGO RD Review Status: _ RE#: 171533 0000 Applicant: Denied Property Owner: MARCO & FRANCINI BORBA Email: Email: MARCOSURF@ICLOUD.COM Phone: Phone: 9042193629 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. Correction Comments: 1. On the Building Permit Application form, under Florida Product Approval#, it states 'for multiple products use product approval form'. You may pick up this product approval information form at the Building Department and fill it out for you components and cladding materials to be used and then re- submit 2 copies when completed. 2. The non-shingled roof material for the addition has not been submitted as requested in previous review item#6. This is needed for plan review at this time. FL#s, installation instructions and evaluation report. 2 copies, plus this needs to be added to the Product Approval Information Sheets. Building g)--eel-3 Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us 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 Revision Request/Correction to Comments "*ALL INFORMATION �. �, HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 \( /� x `r Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ACU.N -00 7 / Revision to Issued Permit OR Corrections to Comments Date: 10/0-1 Project Address: 4 16 211cMS'o r-1. Contractor/Contact Name: I PkQCQ oR Pr Contact Phone: a0L1 - o�l ct 36,2.0k Email: sc Co5u(Lt& \e XO'4 . CQI- 1 Description of Proposed Revision/Corrections: back \-L ( A Ou L kLQs I►)Si ALL RockilA) Nub Sib;NL M v kL QL')S i SAL --114v MF s I 'R'i Pr affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ❑No ❑ Yes (additional s.f.to be added: • Will proposed revision/corrections add additional increase in building value to original submittal? ❑No ❑*yes (additional increase in building value:$ Contra r must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ❑ Approved IR Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments rrOOf G p r0Vd-1 IA d r114414CM sAt¢ui Piloted f-b 6-0 t;11-44) ov nicr..e -I-A ;1•ms� Lo r/ a/ ��• ,' 'l✓ I a I AO t sc.ben, ./ 4?ci Roden Maid 1'+10.1 v r011)^ 2: /L VI *-y De rpa t`nt Review Required: gerwysict/ on prg V io'-i 2..14 e iildina� /4N Planning&Zoning Reviewed Tree Administrator Public Works_. Public Utilities Public Safety Date Fire Services Updated 10/17/18 s, CITY OF ATLANTIC BEACH T ) 800 SEMINOLE ROAD / r ATLANTIC BEACH, FL 32233 (904)247-5800 BUILDING REVIEW COMMENTS Dat : 10/19/2019 rnof'tie . �� /U lq-i Perms . - 72 Site Address: 416 SARGO RD Review Status: denied RE#: 171533 0000 Applicant: Property Owner: MARCO & FRANCINI BORBA Email: Email: MARCOSURF@ICLOUD.COM Phone: Phone: 9042193629 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. Correction Comments: 1. 2 copies of the required topographical survey has not been submitted. This request for this was made aware to the permit applicant via the review comments (comment#1)emailed 8/22/2019 in the form of a PDF Bulletin concerning survey requirement changes. Please submit the copies of the Topo with all of the requirements that should be on the Topo mentioned in the PDF. ✓2. The description of proposed revision/correction that was resubmitted states that windows and doors will be reused. I don't see on the demo drawings where the 4'-0"x5'-0" window listed on the window schedule on page A202 was removed from the existing home to be used again. On page A201,there was no number created in the Demo Notes Schedule for the removal of windows. Please verify where this window has been removed to be used at the new kitchen area or submit the Florida Product Approval Number for the new window that will be installed and submit the installation instruction associated with that FL#from the DBPR Website. I . The Demo Plan-First Floor only shows 2 exterior doors to be removed and according to the resubmitted revision/correction comments to be re-used. The new first floor plan on page A202 shows that there will be 3 exterior doors. The Foyer Entry door shows a door with side lights on the architectural rendition. That rough opening appears to be a lot larger than the existing front door rough opening. Please explain or submit the FL# for the new exterior door that will be install and the installation instructions attached to the FL# from the DBPR Website. '4. On page A301, under the Elevation Legend,there are 3 descriptions of siding noted. At this time of plan review the Florida Product Approval Numbers are required to be submitted for all components and cladding elements for this project. Please submit those numbers and the installation instructions and evaluation reports for those products associated with the FL#from the DBPR Website. 5. The same guidelines from comment#4 previous will apply the roof coverings of the carport and the addition of the house. 6. The roof slope of the existing house is not shown on the design drawings but the new master bedroom W.I.C. and bathroom is. The slope will not allow the use of shingles as the roof covering. All Non- Shingled roofs, including additions with roofs shall go the plan review in the City of Atlantic Beach. Florida Product Approval Numbers, installation instruction and evaluation reports are required for the • • FL# roofing material to be used on this project and shall accompany the application for this building permit. 7. The slope of the carport is acceptable for the use of shingles but the requirement the product approval numbers is still required to be submitted now at this plan review stage of the project. ✓8. Comment#4 from the first emailed review comments concerning the cut detail labeled 6/S 1.01 on page S1.0 has not been addressed yet. Please submit the revision in either a revised new page S1.0 or a written correction/revision signed and sealed from the EOR, 2 copies needed for the option you choose. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us 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. Revision Request/Correction to Comments **HIGHLIALL HIGHLIGHTED ON HIGHLIGHTED IN '; 2\ City of Atlantic Beach Building Department GRAY IS REQUIRED. '1800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT ti: I4Ce ❑ Revision to Issued Permit OR V/ Corrections to Comments Date: 1 0114\k9 Project Address: 4 t S1 aGn R1) A`LC.. 6e rtcen Contractor/Contact Name: rititcQ Jt Bi - Contact Phone: ( 0`-i ) 21c1.3629 Email: (Yl E9 O P 1bPc p,-tt' n) el— Description of Proposed Revision/Corrections: TIO. W I-BA41 1 i1,v17 4.-c#,k3 ) wE. - JS;,-4.. 5 pvoz ,r>,oAc a-ki15 t Sre ALSO ja)Fi+-t YVvA-f-Jr;# L y PC._ MO 0-1;, ,lj A- A- Lf I tivkft,ce ' Pc affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? N1No ❑ Yes (additional s.f.to be added: • Will proposed revision/corrections add additional increase in building value to original submi tal? "VINo ❑*Yes (additional increase in building value: $ ntr or must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ❑ Approved Kbenied ❑ Not Applicable to Department Permit Fee ue$ 50.00 Revision/Plan Review Comments D-.. i ent Review Required: Buil.'s: Planning&Zoning Reviewed By Tre inistrator Pu lic Works Public Utilities /v-t q - 19 Public Safety Date Fire Services Updated 10/17/18 if: \J‘ ri ''- 1 CITY OF ATLANTIC BEACH 3 �. 1 f 800 SEMINOLE ROAD .F3 'cyr) ATLANTIC BEACH,FL 32233 (904)247-5800 1-i BUILDING REVIEW COMMENTS Date: 8/22/2019 Permit#:ACC19-0072 Site Address: 416 SARGO RD Review Status: denied RE#: 171533 0000 Applicant: Property Owner: MARCO & FRANCINI BORBA Email: Email: MARCOSURF@ICLOUD.COM Phone: Phone: 9042193629 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. Correction Comments: rlof m,.i.-1. A PDF will be submitted for the recent change in the need for Surveys needed when developing property in Atlantic Beach. ✓2. 2 copies of FORM R402-2017 FBC-Energy Conservation needs to be submitted by the builder. A PDF will be attached to this plan review email for you to use and make the copies. vol- vr.c i- 3. 2 copies of the Florida Product Approval Information Sheets need to be submitted for all of the components and cladding items used for this job. Roofing products including underlayment, windows and doors, siding(if using Hardi or Nichiha, Evaluation Reports also need to be submitted, 2 copies), soffit material (which is being inspected now in Atlantic Beach, so if this is a manufactured product, the evaluation report will be needed). qui ere 1 4. Page S1.0, shows a sectional cut labeled 6/S1.01. There is no detail for this on page S1.01 or on any of the structural pages. Verify and correct with a revision of that page if applicable. 75. Collar ties on the parking cover structure will be at every rafter since not mentioned otherwise. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us -mCtibJ C,o mtiY\-e04 1 • ; 3• 1q My (.-:P-- Building Permit Application Updated 10/9/18 City of Atlantic Beach Building Department OFFICE COPY **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY '`,�;f`9'' IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us ob Address: 441 411 0 SAr2C7'0 fib, MANh(- een6),R,32213 Permit Number: i�Q_19 -007 Legal p �S fti)D0-�o...) L c34 (4 13LK t p) RE# 1 ! t 33 --C�GG Lega t scZ A n Valuation of Work(Replacement Cost)$ 2_S12o- co Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New t Addition DAlteration ❑Repair DMove ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial .(Residential • If an existing structure, is a fire sprinkler system installed?: ❑Yes l No • Will tree(s)be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) l 1Vo Describe in detail the type of work to be performed: I\DC, IVX../e A-AiL-io0 > 6LOS-i►Jb (t PPt1 Tv12i..)1' i; 1 t---Nac‘43 a c, qzL a d A l?1 C , y 13(- r- Ca_r. . Florida Product Approval# for multiple products use product approval form Property Owner Information Name fr1A42C-6 b0(Z Address 4 I (a S/�-'2--6o (v� City fr-I'(--/}r`-1j'i-' &'r State C.L Zip 32Z-')3 Phone ( So4 ) z161 362-9 E-mail m F- c_ e-3R l Alt . NEt Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company Qualifying Agent Address City State Zip Office Phone Job Sitontact Number State Certification/Registration# E-Mail Architect Name&Phone# ' Engineer's Name&Phone# / Workers Compensation Insurer OR Exempt o 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 regulating 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 FINANC G, CO SU WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDI YOUR OTIC • COMMENCEMENT. (Signa re of()wit-or Agent) (Signature of Contractor) tiL.dlecland sworn to(or aff r :d)befo'- rrle thi I qday of Signed and sworn to(or affirmed)before me this day of i' b r '�Q. . . ,: J t r►' -; , by .� '-di -11,1. •,_,.gin■ ' ( '• _ MY COMMISSIe1 2' pf •tary) / (Signatur f Notary) ' EXPIRES:October 6,2019 � •`F • `• Bonded Tin Notary Public Underwriters [ ]PersoktaUyKno [ ]Personally Known OR [ ]Produced Identification 2 /- [ ]Produced Identification Type of Identification: ID V�0 -S4-t --'7 l-b6S-' ype of Identification: OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW — OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft2): qq Non-Habitable Space (ft2): 3,50 c. cti r ed' LAND INFORMATION: Zoning District: p L Flood Zone: , C' fD PC1 1:4 ►'i ✓'lVa( Clyo,nF'(eoa Paharp( • -7 Minimum FFE: / 3• Z • . no To p y-e-i-. BUILDING INFORMATION: Construction Type: V 1 Occupancy Group: SZhs l-P -1 m j (y 2t S. Number of stories: Max. Occupancy Load: Fire Sprinklers Required: CONDITIONS/COMMENTS: OFFICE COPY N TICE OF COMMENCEMENT State of 1 Witt DR Tax Folio No. County of 1 LRPT c C. v:‘•\ To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE QkCOMMENCEMENT. Legal Description of property being improved: L 4 ( 4- l SLA<. 15 R 1 P P ( p'c- ROutAL PA1. ,s D fvG r z.R Address of property being improved: q 1I,�J .�A'16c' R.9 k-rL�'N--- - 1'ir , C 32.2" 33 General description of improvements: I\b D�1.)b r x 4 7\ - 1 t L ' £ (a N7s )PP Owner: nnP4 2 CO 80fL toc Address: (4 (6 SIA-124)0 g--Di -t'(J'k o 1-i, ac, , c 31i33 Owner's interest in site of the improvement: b‘ Fee Simple Titleholder(if other than owner): Name: Contractor: A"M= ( Al\ti) Address: Telephone No.: Fax No: Surety(if any) Address: Amount of Bond$ — Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served:Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recor.in: unless a different date is specified): e�.°%".k, TON;G!i'dDLESPEAH4— _.,. .= MY COMMISSION#FF 924951 ;J. ,.: = EXPIRES:October 6,2019 THIS SPACE FOR RECORDER'S USE ONLY OWNER F�€fig, Bonded Th�rurNotary PubtcUrdewri;es Signed: Date il�M�� .. Doc#2019193271,OR BK 18904 Page 133, 'i Number Pages:1 Before me this F.-� day.f MI in the County of Duval tate Recorded 08/19/2019 04:25 PM, Of Florida,has personally appear d e'` J ,,.1 '_ ('l� RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Notary Public at Large,State o rida,Co airifu al. �} COUNTY My commission expires: O Ih{ RECORDING $10.00 Personally Known: or Produced Identification: I�(,�t 0 Sit- t --7 I - 00 c D Owner Builder Affidavit **ALL INFORMATION HIGHLIGHTED IN irirwa City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:/�«< / - 067.2- I. 672I. FLORIDA STATUTES;CHAPTER 489, FLORIDA STATUTES, PART 1"CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE,THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. . III. IRS WITHHOLDING;OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO$5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY" OR THE FLORIDA"CONTRACTORS CERTIFICATE"TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. CONTACT THE BUILDING DEPARTMENT(904- 247-5826 OR BUILDING-DEPT@COAB.US) IF IN DOUBT. V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. Job Address: 4i 1(0 SACRO 112,, , -A4-L�+��")c- ge A"ek� I C'L 2 2_ 3-3 Owner Name: �'�-�0 150 Q3a Phone Number: C S'O 4)21c) 3L 2.9 Mailing Address: Z-A 6 S.115-(ZC)D �'� City: kc e->eiVcOn State: FL Zip: 32-2--3� Notarized f o Signature Owner 9 / k The foregoing instrument was acknowledge before e thi 1(2 day of • , 20, , ' the tate of Florida, County of 1TW..re- bv.AC . / / Signature of Notary Public [ ] Personally Known OR [ ] Produced Identification Type of Identification: L Updated 10/24/18 �1""ti,:;„ TONI GINDLESPERGER IP :,: MY COMMISSION#FF 924951 4 ,70 EXPIRES:October 6,2019 Bonded Thio Notary Public Underwriters rSyLti,; City of Atlantic Beach APPLICATION NUMBER ^JS .� A Building Department (To be assigned by the Building Department.) 800 Seminole Road Rae) CI - nO7 E- "'., ,�.� � Atlantic Beach, Florida 32233-5445l JV Phone(904)247-5826 • Fax(904)247-5845 Zo t c ^_0;319' E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: / ' Cc, PRc (-) ISI Department review required Yes No /_l ("Building`s U Applicant: (, ) (\`1 e- 1?_ ing &Zoning a sree Administrator n POQ Project: l� L�I �I � ti � ,�� - -- <'P� ubl'ic�Utilities C&� A pp,--T, Cj - 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: 1 1 BUILDING I-bas ks fl(�,ei 1�� JS GL �T y PLANNING &ZONING �j-� Reviewed by: Date: O (- TREE ADMIN. Second Review: ❑Approved as revised. ❑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 , 01i71ri„ TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY -1 �+ Cityof Atlantic Beach ='1.. PERMIT# v:+ Community Development Department 800 Seminole Road Atlantic Beach,FL 32233 D;; V (P) 904-247-5800 SITE INFORMATION � ADDRESS I pr2bo \`1^ ' SUBDIVISION BLOCK LOT RE# K RESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION NAME liV\INS, cc ,;2Czbj, PHONE# IC)Li) Q is 02I ADDRESS LAI LS>+\z CELL# 001)419 &p02.1 CITY �V p44,X\C. VY/X,4 STATE UN, ZIP CODE 3ai,33 EMAIL NIPSZ C.p �JLN-`d 1 C I is . CC?M ,OWNER ❑ LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HEREBY CERTFY THAT ALL INFOR TION PROVIDED IS CORRECT:Signature of Property caner )or Authorized Agent "71 / VM 11,C c 6vZ A (.5119_ SIGNATURE OF APPLICiT PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT(2) PRINT OR TYPE NAME DATE Signed and sworn before me on this 1 9 day of '-i- -k...), 0 19 by State of I V County of C)OVQ_( Identification verified: t,`) - 1. 4111 / Oath Sworn: ❑ Yes N III GINDLESPERGER OF MY COMMISSION*FF924951 Notary Signature `I .: EXPIRES:October 6,2019 "%'F,,'s"'° Bonded Thru Notary Public Underwriters >?"'t My Commission expires 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 ALL Revision Request/Correction to Comments **HIGHLI HIGHLIGHTED ON s=�'''�'�i HIGHLIGHTED IN J �'\ City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: CC 19 0072 Revision to Issued Permit OR Corrections to Comments Date: 101 1\1`k9 Project Address: y t ACmQ RI, A--t-CNN P, 3'2_23-6 Contractor/Contact Name: Makit CP J& Bi Contact Phone: (F0(- ) Z .?(02-c7) Email: (71 )mit Lc� Afif` Description of Proposed Revision/Corrections: X10. \A) i1_ %i rvi7 ( L3 ) k,•-/E RILEL - Us;,.�� 5 Ate£ pvQ� A,4.0 ,1.-'10-1 AC iPkesre = A-so l Yv fir:;arL 11/46E. U u%LI— tE-Thri A- ,Lgik I (' R.C,Q ' affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? N.No ❑ Yes (additional s.f.to be added: • Will proposed revision/corrections add additional increase in building value to original submittal? .gNo ❑*Yes (additional increase in building value: $ ntr ercir must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) AreApproved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments D-.. • ent Review Required: Buil•'•• Planning&Zoning Reviewed By Tre- :•it inistrator Pu•lic Works Public Utilities 1 0— t — Public Safety Date Fire Services Updated 10/17/18 ro..Ai ;j City of Atlantic Beach APPLICATION NUMBERs �� Building Department (To be assigned by the Building Department.) 's€'• 800 Seminole Road Ra �' n - �O� '7 z Atlantic Beach, Florida 32233-5445 l� "' C " Phone(904)247-5826 • Fax(904)247-5845 {�2, /�O / "��,3 )r E-mail: building-dept@coab.us Date routed: CJr/ l 19 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /t ) RC(-) I SJ D Department review required Yes No /_� rtuilding _) Applicant: (i .) K. r=.(?_ al n ng &Zoning `---- Administrator Project: I� Th1`TI0t—) C �AImo- p (Eree ©Qc �{ r-PrWorks __o ('" ublic Utilities Y) C�/1 fcrt C 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: APPLIC STATUS Reviewing Department First Review: I pproved. Denied. ['Not applicable (Circle one.) Comments: BUILDING ,,pp PLANNING &ZONING Reviewed b Date: 6-7/4 9 TREE ADMIN. Second Review: ❑Approved as revised. ❑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 PUBLIC UTILITIES PLAN REVIEW COMMENTS Date: 2 Z, l 1 Application#: ACC\CC a Ol Z Project Address: Ili to pviz 6 Check Box Check APPLICATION TRACKING COMMENTS to Add Box to Comment Print / Underground Avoid damage to underground water and sewer utilities. Verify vertical and s Water Sewer horizontal location of utilities. Hand dig if necessary. If field coordination is ! � Utilities needed,call 247-5878. Meter Boxes Ensure all meter boxes,sewer cleanouts and valve covers are set to grade Sewer Cleanout and visible. A sewer cleanout must be installed at the property line. Cleanout must be Rn Sewer covered with an RT1 concrete box with metal lid. Cleanout to be set to grade ❑ ❑ Cleanout and visible. A reduced pressure zone backflow preventer must be installed if irrigation will RPZ be provided or if there is a private well on the property. Backflow preventer ❑ ❑ Backflow must be tested by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change,any fire line Sensus installed must be metered with a Sensus touch-read meter in a properly sized Touch-Read vault and an appropriate backflow preventer installed. Backflow preventer 0 ❑ Meter must be tested by a certified tester and a copy of the results sent to Public Utilities. Fire Sprinkler If fire sprinkler system is provided,call 247-5878 for backflow requirements. Requiirement ow At a minimum,will require a double check backflow preventer. ❑ ❑ Fire Line Fire lines must be metered with a Sensus touch-read meter. Meters larger ❑ Meter than 2"must be installed in a vault as noted in JEA specifications. Utility Map See attached Utility Map. 0 0 Disconnect &Cap Disconnect and cap water and sewer lines. ❑ 0 inspection Must call the Inspection Line at 247-5814 to request an inspection of the Prior disconnected and capped water and sewer lines prior to demolition. ❑ ❑ 0 O ❑ ❑ ❑ ❑ 0 . - .ti'i • 'iia F Nik. i'Y4!5 1 l -,127,!.--2-•i i '1 . +.i''.t,r ,,'1.'E.ct‘f •< 1- is v !`. -!r'. . - '1 ':F +f1.t 73,:eF °';',,',:1'..` .`.. s," S'. ' x. ::; . u';: t nii' .,a. 4i°"4 \j . ,t S.-;,' { `�<- •.♦ t '7,',•;41' < ,1 }t - c iii �wI `1"� } + i c�✓- ,r:: :$�� ,ciF w} , .Fxa 1�' 9` i .<�-S I q,<�1?�. _.ly�,�.� , �a S:" t,, ,,F`i , . . . :, ;; a. t','Ft'," .,. "!"Eke . ,.f ,i, ,4," .imi:, 1-1'..' i. 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Phone: (904) 247-5826 Email: Building-Dept@coab.us 00)obAddress: Cti 6 SAcGd (b; AA-NA-1'c Berlt�,Ft-3223-3 Permit Number: Q. Z �c3 c..l Qc „,_), 2iLe ai Description rt-bNoJ LG4 I4 3LK l 8RE# i `' 1 " .'7)3 —0000 Valuation of Work(Replacement Cost)$ 1 SOD- V0 Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New [Addition ❑Alteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes $No • Will tree(s)be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) atkIVo Describe in detail thea ype of work to be performed: I\c) ) ' X.2aD' A- I tOt) ) 6 Lo- )4 Poi �v2►..)�� IT 17 �l l G\4- c :, tLc d c_t_ 131 Cox 13(- C.. k_-r) , c a_r--.S. Florida Product Approval# for multiple products use product approval form Property Owner Information Name r(104Q-CO /bO 2131\- Address 4 I to SA” eZ--( O f5 City 1ri,'L/NNik't8zi'r State (-L Zip 32L),3 Phone ( 5011 ) 2.161. 3629 E-Mail M oe-Bi ? A-}t. MET Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company Qualifying Agent Address City State Zip Office Phone Job Site Contact Number State Certification/Registration# E-Mail Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Insurer ,,''' OR Exempt❑ 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 regulating 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 OBTAINFINANC G, CO SU WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORD! YOUR OTIC(4 COMMENCEMENT. (Signa re of Ow r or Agent) (Signature of Contractor) l-\ j 11 ned and sworn to(or aff r yd)befo,- Me thi 1 'day of Signed and sworn to(or affirmed)before me this, day of lS7-CA c-I b, r `lk,•,J = r i , by f , _ = tea ; ) i - MYCOMMISSI��'ll pf tart') / (Signature fNotary) ' I= EXPIRES:October 6,2019 Bonded Thai Notary Public Underwriters [ 1 Personallt_Known=fi' [ ]Personally Known OR [ ]Produced Identification a y j( [ ]Produced Identification Type of Identification: 1.. Gr 10 -S4-t - / -O ,5' Ype of Identification: ,rye,r.. City of Atlantic Beach Lo °'•'V V - i. APPLICATION NUMBER Js * Building Department I (To be assigned by the Building Department.) 800 Seminole Road AUG 2 0 �f01n (� (� . -.• Atlantic Beach, Florida 32233-5445 L 1J ��l�L, ` I - �G7 Phone(904)247-5826 • Fax(904)247-51 �7Jii �� E-mail: building-dept@coab.us Date routed: 65 ZO City web-site: http://www.coab.us r- APPLICATION REVIEW AND TRACKING FORM Property Address: 4 I ( P\--RC--:)o I\I) Department review required Yes No (Building) Applicant: CD (AD Pla n ng &Zoning ) «'j ree Administrator Project: 17 I j l c N (_ A 2 , e Q-- r- bTic Works c'" u IiP i Utilities CA._IN Tt �j 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. Venied. I INot applicable (Circle one.) Comments: BUILDING Plows 4D0 lav -b 1.45541e -�� PLANNING &ZONING Reviewed Ry: , err = e: .. - TREE ADMIN. Second Review: ❑Approved as revised. ❑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 CITY OF ATLANTIC BEACH Department of Public Works —F 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 8/21/19 Applicant: Marco Borba Permit #: ACC19-0072 Email: mfborba@att.net Review Status: DENIED Site Address: 416 Sargo Road 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: • 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. • Provide drainage plans showing site topography (flow arrows, etc.). • Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off if adding 250 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). • Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • 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. • 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, JDog/Dennis Junk Removal, All American Roll Off, WCA Waste Corporation). 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. • Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. • All old decking debris must be removed from job site by Contractor. Scott Williams, Public Works Director swilliams@coab.us/ 904-247-5834 Page 1 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\ACC19-0072(Borba-Owner).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\ACC19-0072(Borba-Owner).docx 1 Perrone, Jennifer To: mfborba@att.net Cc: Williams, Scott;Johnston,Jennifer Subject: Plan Review Denial for 416 Sargo Road Attachments: PW Plan Review Denial.pdf Permit application #ACC19-0072 for 416 Sargo Road is currently denied by the Public Works Department. Attached are the Plan Review comments. Please submit the required information for the Correction Items in order for us to process approval for our Department. Thank you, Jennifer Perrone Administrative Assistant City of Atlantic Beach Public Works Department (904) 247-5834 1 PUBLIC WORKS PLAN REVIEW COMMENTS Date: f-- 0�/f Application#: Project Address: -/serld, 4.tde 111 Y/ CORRECTION ITEMS Check Box to Select CSMP 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. —Y/ DPLN Provide drainage plans showing site topography(flow arrows, etc.). ESCP Provide erosion and sediment control plans with installation details. 0 IMPS Provide impervious surface calculations for entire lot(existing and post construction). 0 Section 24-66(b)of the Land Development Regulations requires on-site storage for increased run-off LDCS if adding 250 SF or more impervious surface. Provide Delta volume calculations and on-site retention f7/ required per Section 24-66(b). REPM A Revocable Encroachment Agreement must be submitted. 0 RMRO All runoff must remain on-site. Cannot raise lot elevation. 0 RWPM A Right-of-Way Permit must be obtained. 0 TSUR Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land ❑ Surveyor, showing 1' contours. CUT Provide manufacturer cut sheets for 50%credit on Turf Block pavers. 0 DW Maximum driveway width within the City right-of-way is 20' (circular driveway width is 12' maximum). 0 PAV Provide paver installation method (must meet I.C.P.I.). 0 WRA Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. 4� WR Provide detailed plans showing proposed water retention. 0 SID Concrete sidewalk must continue through driveway. 0 50 Documentation shows impervious areas are over the 45%allowed by City code. 0 0 Revised 2/26/19 PUBLIC WORKS PLAN REVIEW COMMENTS Date: g"02e-/ Application#: /91 ' 7 Project Address: 'y r� (St Y k o !l - J Check x CONDITIONS OF APPROVAL TO PRINT ON PERMIT toSele t to Select All concrete driveway aprons must be 5" thick,4000 psi, with fibermesh from edge of pavement Driveway to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. 0 Apron (Commercial driveways—6" thick). Erosion Full erosion control measures must be installed and approved prior to beginning any earth Control disturbing activities. Contact the Inspection Line (247-5814) to request an Erosion and Sediment f�}/ Control Inspection prior to start of construction. Onsite Runoff All runoff must remain on-site during construction. Post Const. If on-site storage is required, a post construction topographic survey documenting proper TOPO construction will be required. All water runoff must go to retention area and retention overflow Survey must run to street, Pool Pool—Wellpoint(if used) must discharge into vegetated area 10' minimum from street or drainage 0 Wellpoint feature (swale,structure or lagoon). Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Roll off Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk 7 Container Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City ROW. ROW Restoration Full right-of-way restoration, including sod, is required. �Y Utility Any utility cuts in the road must be repaired using CO1 Standard Detail Case X and must be overlaid 0 Road Cut 10' in each direction from the center of the cut. Repair must be shown on the plans. Construction Provide construction site management plan, including location of silt fence, dumpster, portable Site Mgmt. toilet. Right-of-Way Permit is required if using right-of-way for construction parking. 4� Runoff All runoff must remain on-site. Cannot raise lot elevation. 0 Document Strongly suggest thorough documentation of impervious areas be recorded. 0 Impervious Slab Slab and driveway to be fully removed. 0 Driveway Maximum Maximum driveway width within the City right-of-way is 20'. 0 Driveway Circular Maximum circular driveway width within the City right-of-way is 12'. 0 Driveway Grass Full site to be grassed. 0 TOPO Must provide a topographic (TOPO) survey with water retention for final CO Inspection. Survey Revision Any plan change must be submitted as a Revision to the Building Department. 0 Fencing All old fencing must be removed from job site by Contractor. ❑ Removed Decking All old decking must be removed from job site by Contractor. Removed Infra- Any damage done to infrastructure must be repaired by Contractor. 0 structure Revised 2/26/19 6`p,� ?Pm 2z' d 71-e` doh : -17 x as '9d rm' 4dq 662° vixMH -411n9 � ( T ' LA/' �21r tYa d1r rpt,� 'irja.!4 xxdy r, 21 A Yom = P4r)rai- rg x1{ Tr1G &,---dve 2 4/V -f�r - YG30 -6/ 4�✓ f. �l/� ', 1-A'yj% �s ' � Comp. By: SW Date: 8/20/2019 �rj )� Public Works Department City of Atlantic Beach Permit No: ACC 19-0072 Address: 416 Sargo Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V=CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where: V=Volume of Runoff to be stored(cubic feet) C=Runoff Coefficient, 0.92,the difference between impervious area(C=1.0) and undeveloped conditions(C=0.08). A= Impervious Area(square feet) R=25-yr/24-hr rainfall depth (9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area= 7,500 ft2 Impervious Area(A) = 844 ft2 = 11.3% V= 0.92 x 844.0 x 9.3 / 12 V= 602 ft3 Provided Storage: Area 1 -Relative Elev. Area Storage Sideslope: 2 :1 (ft) (ft) (ft3) 0.0 400 221 BOTTOM size: 20 X 20 0.5 484 TOB size: 22 X 22 Area 2-Relative Elev. Area Storage (ft) (ft) (ft3) 0.0 0 BOTTOM size: 0 X 0 0.0 0 0 TOB size: 0 X 0 Area 3-Relative Elev. Area Storage (ft) (ft) (ft3) 0.0 0 BOTTOM size: 0 X 0 0.0 0 0 TOB size: 0 X 0 Inground Storage: =A*d/pf Total Storage Area at TOB(A)= 484.0 ft2 Depth to ESHWT from BOTTOM(d)= 2.0 ft,default is 2.0 ft,verify onsite ESHWT Pore Factor(pf)= 0.4 default is 0.4 Inground Storage Provided= 387.2 ft3 Required Treatment Volume= 602 ft3 Supplied Treatment Volume= 608 ft3 Retention W.R.Copy for Sending-Revised 04-16-19 8/20/2019 Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department t`' GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 `�j` Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: A Lis 'QU7 ❑ Revision to Issued Permit OR Corrections to Comments Date: 10/0-1/ ICI Project Address: 416 5ikeo b Contractor/Contact Name: K CQ riDoRgPr Contact Phone: CkQLA - c (ct 34.a°A Email: 1" .stT cos i t. \ 4.0%16. COM') Description of Proposed Revision/Corrections: 1n.;►.) a w.iS rivub bOsik V L CEDE AfPeeuo.L $L QS i057-ALL RE®....)`* S Ro ;06 ?cub $iL, �L cbbE. NFifL. YLvS iv-)STALL, I tAftitcp $45k/Mr affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ❑No ❑ Yes (additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? CI No El*yes (additional increase in building value: $ • Contra r must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due $ Revision/Plan Review Comments tment Review Required: _ = -Blaring, / %i Z Planning&Zoning - , s Reviewe' By Tree Administrator ` L Public Wor s _ NOV 05 2019 Public Utilities J `� �/ 7 Public Safety =I _____________ --- Da e Fire Services Updated 10/17/18 -ft r o ieved fig( /f cca7 Lg - likge /oz, -r X I- 6,7Z Y/, . x #191 ? f3 //. / X 9/ ,2 /0 4,0414.4i4 / , X /0, 6f2 /f.2 /ix ? F / 4612 peck 2.r X .2 y ` -r7k WY ( X 61 s ri6 Pfl ori 94 z i c � •z7o ?fid /1 'J/ - gaff —.36 , - 14, fq ivy ifoZ zzry 4 SI - 3i Sa � a 6 6-1 /1f REVISE [ e1 e/ cf:v4s(rdi /A..i, Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED City of Atlantic Beach Building Department GRAY IS REQUIRED. " 800 Seminole Rd, Atlantic Beach, FL 32233 v°"'r Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT St: Ace i9` 007Z ❑ Revision to Issued Permit OR Corrections to Comments Date: 1 01 1'{\19 Project Address: 1-11(7) SAGO Pa), Art(.,A-N L 6e'146, Pt- 3223 6 Contractor/Contact Name: ft/Wit CP DIZgi %- Contact Phone: (c7)04. ) 2171.3C�267) Email: M PPJO 1L1b 't A-{-{—. iJ-el– Description eTDescription of Proposed Revision/Corrections: IV. W liaM 11 Vti Cc'LX-OtJ ) ‘A-/E. (1,R,£ - J.S 5 A f. Vv Fc r,L c -/ E. UN►L L. U. 1> ; .L• A- LArfk IJ I (` -c€ ,' Pc affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? N.No ❑ Yes (additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in building value to original submi al? %No ❑*Yes (additional increase in building value: $ ntr or must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ❑ Approved ❑Denied Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments R2e J iff©et Les f - 46/.7...ii7- ~ esi fi W 41„4,--(%/i2 Act/WA.,-. f . 4ier.tment Review Require • i.N.idiet.,:i ECE�� \`J� Planning&Zoning 2019 �A� eviewed By Tre- 1..a inistrator 1 OCT 16 [uw Pudic Works Public Utilities BY• -- /4b —/77/f Public Safety Date Fire Services updated/0/17/18 tt,75aT.,+'CTi,.:�..a..av'A ]ii'.J: :,iU1a:'ILT:.s:a-1.KY,:19:'1' ;.'41ta.:l v"lzg rTS '''';.:1.24bk�'.SW✓1: "aC.'"' . J,%'irC i 1'. lU .tid.r..' L, (1.M;:''W''l,-.t ..'.t''.41 4Fct .zi Is. ..;::lvlAGRx'.:.'1.'YL•Ji7zeFr tt.7,:�s!,^. PREPARED BY: I MrmtriF"•1!x ?1T+, ,, Q,,j F 9.,I. i.. tN•y: i =',-- -=',® a SaMbp II )t `rM .y'� •'•dti i Y,r., rih 1 A C T 4 p R L� �� t 1 ;.,...---.:.;,..i: LAND SURVEYORS '° "a )1 - 1-.I .. ' ct��t , p l Serwn1j add of/Frorrda < 1$ 'h rbEz �; �M F . •_ }I t; 9 d• 9 aR y Crti?eTk .r rtiih• t «awr+l. tWr1,1_ICMYw4tlnatI121MwttYL.M1SWfi(ii%.1W4,TK127.:NMTAIN1.ot)=1N^lOW,7k•1144RMWACKIWW'At,Nas.044.1IfibtinUitrAR7W0,0,7CM,T10"11,1Y9V'H 4... i .rr.r. .T. v r+ r4.•c ,,t .Nno y PROPERTY ADDRESS: 416 SARGO ROAD ATLANTIC BEACH,FLORIDA 32233 it SURVEY NUMBER: FL1509.2597 ' n Ltir.`.GSxWf!t•woiriJ.m•02.40:4tlti,.e,•,•.•••••:Pe3v:li,c-sl.nl too censocortreru.'r,a'ac::smr.orIRVt.:nreAttt:erst twrs..OTIC'm1lAu;d;.uvrnsa:Nrntnra nrmr.crre.w.awukswrc.revr busr:7'Irvort"..Ylrxisr.-,,ruu:esspowtrrh FIELD WORK DATE:9/24/2015 REVISION DATE(S):(REV.0 9/28/2015) rz FL1509.2597 TABLE: `• ' s BOUNDARY SURVEY L-I N 82°43'58" E 30.00'(P) N 82°43'58" E 30.27'(C) • n DUVAL COUNTY 3 } LOT 15 N "` HLK18 ti I I H.R. (PER FLA317.(M) F c N 82°43'58 e.93.1 00'(P) Oo °43-88 E 93• °N L-I_ 000 ZN I N 82 ?,3,:a‘,1_ NZ q'C.LF• -„ .` ,�•, • •• CO ON a 6.w.f• +-_r ° , eeZ T�x �� i-.. . , 1 ON los. a" LINE $t .1� NN s •• G I I • Ip I /!/�/ o o i' Z Z US.. 7.2' Cay( ED I•. CONC DM✓' •_W r OO I • - q ` O Q } '�� IS, • On O o o I /yG� -o 14.1'- 9 0' N r. L CP- 0100 A 22.2' 20.0 = OO �� • 14 - �OT LD IS SNI Cl - BIK 18 5.N• �( O O !I CP CP T I a /es M 16 N O 24.7 �v •- I .. a 06) 46'2 • a 0.1u.1 I I • Iram J� I I N J -CP OO r000,0001.4 • W�g ON •T�LINE m 30.07 ' 30 A'C.L.F 1 25.0' 41111. o T g 82°23'26„w 93.1 2'(INA) 874 ' r I 5 82° 0,I LOT 13 1 c33r I I 91_1c18 �O I NOTES: CPN FENCE OWNERSHIP NOT DETERMINED. I i% SETBACK INFORMATION SHOWN ON PLAT,NOT VERIFIED. E \ r ,5,,N1. VACeN - __i____ _ NO IDi S�c,NSE NUM I)1� FWD I I hereby certify that thi :• rxlary ��l!yy4�y of�fle ie •on described property has C UTLA55 RIVE • been made under my eir cti.• antditfie best of 1 knowledge and belief,it is a true and accurate r•p e;Fall. 4• that m-els the standards of practice set forth byt e'": ..:.;��:'* j . Surveyors&Mappers In k Chapter 5J-17 of the ida Administrative Code.c !� STATE or o I :1 1 h�� FLORIDA �r !O 4I• 30' 20 10 0 15' 30' i 41.S unvEN°' 1m ik i?' PAUL M.VALENTINE 'u,• um• GRAPHIC SCALE e Stale of Florida Professional Surveyor and Mapper ,,,,,r„ ;t License No.4512 I inch = 30 feet ,y e v Use of This Survey for Purposes other than Intended,Without Written Verification,will be at the User's Sole Risk and Without Liability to the Surveyor. 7S Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified. rte„ ,-...1,....I.r.,M1,..,,M1,..,r,,:}trasavv?tripgekticslet,wwah.1,:Je::+rS.ta vlm7.w),aszor sacrovrxwaia,Yrrmsvrpr.,,e�,m1 n-pe. r ^ v ...V,'..v,In atnmr-rt.lit:en+..m,r...rrn/C,:trater0,1nr.•..,m , .00,..1� :.e 2Fh .9tvaera.Truht,,MIX'rx.i;r�c/"(f ,h FLOOD INFORMATION: il POINTS OF INTEREST BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING , (1)RESIDENCE OVER 25'SETBACK LINE. MUNICIPALITY OR WWW.FEMA.GOV,THE PROPERTY APPEARS TO BE LOCATED IN ZONE X&X SHADED.THIS PROPERTY WAS FOUND INa THE CITY OF ATLANTIC BEACH,COMMUNITY NUMBER 120075, 1. .?ati"'t''Air"V"' `, 4.01APA" ""'""'scxrtnww1=X.satr.;cPWA,:rr»a•::.:M,t.a:.mral:r:a;a,,,,, 4 DATED 06/03/13. CLIENT NUMBER:STC#107436 H moi, .xa"c�• DATE: 9/28/2015 Yr Florida Land AFFILIATE 1. �1r,., j,,,a0g . t„ni� V,�,, .r .n;ti d Title Association BUYER:KEITH A.TURNER AND KIM A.TURNER ti : FL-TA' MEMBERS SELLER:OLIVER J.KRAUT AND SUSAN F.KRAUT 'j0P,1a1�W.'MllT•.Mpriiu'i.(ClSSJi),4'M.`s:.tTTAWX,'ffU{(:..1ylftLp_d;•:tt;.^y;XWA:Yr.Hi%IiJ••%.T'�tCLVr!A;WrUY(!t�.'FY'_V-rC:1•.MN•IK.V TIa?.q.TNxgi.lXr1.l1MK^f VYI'htwAC.}'�11>t(fMMM�i1'{WYC)1[/MV.H.•.>:K.u6'�.W7,nH149."e.4r�T�3]ai'M^ ® . 'T! CERTIFIED TO:KEITH A.TURNER AND KIM A.TURNER;SUNSHINETITLE15. IkI ( L1I ,1A 1 I u' J ., t' CORPORATION;FIDELITY NATIONAL TITLE INSURANCE r; I def.-1,+ ,t ter. K COMPNAY;WELLS FARGO BANK;ITS SUCCESSORS AND/OR' 1:m ASSIGNS;AS THEIR INTERESTS MAY APPEAR i Land Surveyors Inc. • .:w�,...� A . .T.,,...°. u,art. .. >�m:,+ .+,»,., w16.F.8ctalan-2882 s / P.866-735.1916•F.866-744-2882 1 This is page 1 of 2 and is not valid without all pages. ' LBA7337 11940 Fairway Lakes Drive,Suite 1.Ft.Myers,FL 33913 pa ! 41,7Arts5ra'IM1L.•,.. :4."0,0,V0414.an'l.YtLW':r.:Mil OfURP4 r?ve're.1.T:5"rt'.'XVAIrv.v.osve+"vir\i7:AMl M.11Jti•s s'u C'l alsrFIssr.YAoF3r7FFir:At71rr,oudosx-3F..7Tt4's1:M.TIRs.4/..M 4{:ft.tMilYlrs. 4t.gua lr,ss r rune.`?Yf..:1:vtA x " e axessereemmetwtsxx:vnss==..,'cxvscom.Yaernzt.:[wp.zis.am^v-...c%.::. rr,z::r:.r..w.l.Nmle.Liv==u=n.l-zwTxm=sammiaraYaxtts'+a:144smmsrsxrz xr.:,r II REPORT OF SURVEY FL1509.2597 1 This is page 2 of 2 and is not valid without all pages. tudna.ussoceisonruerwwWen'r.wnrw...r..mmumrwAmwresuman4-svmsorarnaw-rranucrwrtaw•Nmewsnaasrmunewsvmwvne toramwmAywnoseras a[rxeoa.41awawsmueeava varaanaa.amonsua A:4:v. ., -...r.?,. LEGAL DESCRIPTION: LOT 14,BLOCK 18,REPLAT OF PART OF ROYAL PALMS UNIT TWO A,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 31, PAGES 16,16A,16B,16C AND 16D,OF THE PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. L., k a..vsrov.'ar•,:n,-:rn+nu«nr•[•nu!Moa[a-�t[auwsalnv�wxsarvvtm�farsuro!rivwruvrx.wmwasrw7t�.ssnrmv.•awr}:uc,'w+'S'aur nl��+aawwv+.s'.ravauLew.vuau�i•'�uvlsMw.sf.�g2mrnmwu,munnrtuauaadntoumrn,�uaacdmveot!t 1 b JOB SPECIFIC SURVEYOR NOTES: THE PLAT BEARING REFERENCE OF NORTH 82°43'58" EAST IS BASED ON THE NORTHERLY LINE OF LOT 14, BLOCK 18, REPLAT OF PART OF 1 UROYAL PALMS,UNIT TWO A,AS RECORDED IN PLAT BOOK 31,PAGES 16,16A, 16B,16C AND 16D,OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. I.....a'4......,......... rnl`...--tAnai[N41,.....YtWA6Y[1ffi>TL....fC.La1.....Uf IMNlT4an4•tJiSM ,„..„,+nYeV+:'Aa[WW,/aN...aN:fJ3:ii[OIimLT}IeA'.-WN:`iaUTn>nJe:L•. .....—.Am3^J[UCNSM,YY: GENERAL SURVEYOR NOTES: Iy� 1. The Legal Description used to perform this survey was supplied by others.This survey does not determine or imply ownership. 70 2. This survey only shows improvements found above ground.Underground footings,utilities and encroachments are not located on this survey map. 7l 3. If there is a septic tank,or drain field shown on this survey,the location is approximate as the location was either shown to Exacta by a third party or it was estimated by metal detection, probing rods,and visual above ground Inspection only.No excavation was performed In order to determine the exact and accurate location. • • 4. This survey is exclusively for the use of the parties to whom itis certified. 5. Additions or deletions to this survey map and report by other than the signing party or parties Is prohibited without written consent of the signing party or parties. . 6. Dimensions are in feet and decimals thereof, • 7. Due to varying construction standards,house dimensions are approximate. 8. Any FEMA flood zone data contained on this survey is for Informational purposes only.Research to obtain such data was performed at www.fema.gov. • 9. All corners marked as set are at a minimum a'h'diameter,18'iron rebar with a cap stamped LB47337. 10.If you are reading this survey in an electronic format,the information contained on this document is only valid if this document is electronically signed as specified in I. Chapter S1.17.062(3)of the Florida Administrative Code.The Electronic Signature File related to this document is prominently displayed on the invoice for this survey which is . sent under separate cover.Manually signed and sealed logs of all survey signature files are kept in the office of the performing surveyor.If this document Is in paper format, it is not valid without the signature and original raised seal of a Florida Licensed Surveyor. 11.Unless otherwise noted,an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments,If any,are affecting this property. 12.The symbols reflected in the legend and on this survey may have been enlarged or reduced for clarity.The symbols have been plotted at the center of the field location,and may not represent the actual shape or size of the feature. 1 13.Points of Interest(P01's)are selected above-ground Improvements which may be in conflict with boundary,building setback or easement lines, as defined by the parameters of this survey.There may be additional P01's which are not shown,not called-out as POI's,or which are otherwise unknown to the surveyor.These P01's may not represent all Items of interest to the viewer, 14.Utilities shown on the subject property may or may not indicate the existence of recorded or unrecorded utility easements. 15.The information contained on this survey has been performed exclusively,and is the sole responsibility,of Exacta Surveyors.Additional logo or references to third party firms are for informational purposes only. a 16.Pursuant to F.S.558.0035,an individual employee or agent may not be held Individually liable for negligence. 17.House measurements should not be used for new construction or planning.Measurements should be verified prior to such activity. ..f.141.01WW.LIYMI(*WAYINx[M}WYIY.M.lY4.SCPM IMIel arFYiAe[aA7•YOr+4NYMARYyYIA.R.7 4.1.V.04411.A Time Cnl aaeWUM..vlat,Z,N.':.1.411.:1.4a,tti^X.1.,...trn ala:�wALas:.Me,I,NYWwKM itutiYi 4 LEGEND: . SURVEYOR'S LEGEND UNercres:iINGOOnetu><ram AC AIR CONDMONING ID. IDENmflUTION SFC. StCnON 1 DOUNDARY UNE 1 B.R. BEARING REFERENCE ILL IU.GIBLE 9rr. 5LIMIC TANK D.C. NOCK CORNER INST. INSTRUMENT SEW. 5P2R I STRUCTURE r i B.r.r. BAPTUNI rREV NTOR INT. IMELStCION 5/GD SET owe DISC C�BLRIIN! BM. BLOCK L LENGTH SITED SIT IRON RDD,CAP _ -- BLDG. BUILDING La, Made I•DU91Nr59 9N/D SR NAL/DISC GWIw•UNK or HIRE mos BM BENCHMARKLSO LICENSE I-SURVEYOR 50.rr. BOUARE rat' D.R.L DURDING RESTRICHON UNE (M) MEASURED 971, STORY .�`', WEN EAT 1151.0% BASEMENT M.D. MAP BOOK S.T... SURVEY TI[UN! RFT' mGC Q WAITER 15W DAREOX WINDOW M.E5ORED EN . MD 9CCTION 5V SMI'R VALVE i; (C) GAUD/LARD M.F. METAL FENCE SW SIDIWAM IRON rtjic C CURVE N.R. NON RADIAL 5.W, SEAWALL CATV CNME IV.RNOCA N.T.S. NOT TO SCALE TSM 7p,NrORMY BENCHMARK OVERHEAD UNCS C.D. CONCRETE BLOCK 0.C.O. ON CONCRETE 5TAB to. TEErnone rAGIJTIB --oa—Olt —. CHIM. CHIMNEY O.G. ON GROUND T.O.B. TOP OF BANK SURVEY Ti!UNE C.Lr. CHAIN uric FENCE OR OUTSIDE or SUBJECT P/RCE TW?. TOVRISHIr WALL OR Num WALL C.O. CLEW OUT OH. OVERHANG 1% TRANSFORMER. CONC. CONCRETE OHL OVERHEAD ueco RP. TYPICAL WOOD FENCE COR CORNER ON INSIDE or SUBJECT rm.= U.R. UMLIY RISER VINYL FENCE CMV CONCRETE SIDEWALK O.R.B. OFFICIAL RECORD 600K WIC wmscso CORNER - C.V.G. CONCRETE VALLEY GUTTER O.R.V. OTCW.RECORD VOWM! WR' WA19t FILM Q CENTER UN[ PA OVERALL W.F. WOODEN FENCE SURFACE TYPG4r r,m one Ascsoma Or COVERED roncn O9 OFFSET 15..1% OS CONCRETE SLAB (n FLAT SYM WATER MI:RRNALVG BOX ASPHALT (D) DEED P.B. PUT BOOK1W WATER VM.VE VINYL RNC[ CONCRETE CM COvmexr , D.r, DIW N nED P.C. POINT Or CURVATURE Nl'77a AREA i, 1 BHV DRMWAY F.C.C. PONT OF COMPOUND CURVATURE WAS ��JJ�� ppJJJJJJ,�'77 CIN. CBNATIoe F.C.F. /IMMANENT CONTROL miff C/��1 HOOD Y///� !NIa.. INQDCURE Pit POOLCOUIPMcnT A[. ACr'•'^•9 WCMCM PG. PAG! Mt. MCHOR WEA[M SYMBOLS:ILMlb olaeauetelam OR. ENiRANQ C.M.G CANAL MAHRNNJQ tlMf. OA ELECTRIC METER DE4CH MARL' mt. rW?0)OiINfWCLTON ® cox. EDGE Or memoir its FRDFESSIONAL IMO SURV rtfit D.E. DRAMA EASECSMT, 4 CEME01NE - D. DRAINae!WC MER isio EDGE()MATER RT rwrrEc a CENTRAL ANGLE a DELTA OlD EECIRNC UnLBY 00% P.O.D. rater or BEGINNING D.U.E.U. DR/JNsew AND nun-CWT. MR. WEACNT COMMON OtAMELSHR m HELD• I.lIGl. INGRLSSTGRtl3 MAT. P.O.C. POINT D COMMENCEMENT CONTROL POINT TCM ND.CONCOSIO MONUMENT P.P. PINCHED PIPE IRRL IRR1GA710N WE.renr ■ CONCRETE MONUMENT POH POUND DELL HOLE P.R.C. rater OF REVERSE CURVATURE LAG JMrTm AC(S53 LOMT. imiIIi CATCH BASIN F.F. memo MOOR F.R.M. PERMANENT REFERENCE MONUMENT LDS. I/JN09G'P!DUFf9RtlMr. HP POUND IRON RR PSM PRDFE5510NuL SURVEYOR ELEVATION me FOUND IRON RR1CM L.E. 1451 CA EMAST. Id V ELITE flR POUND IRON ROD P.T. POINT O MAPPER LM.L UAE OR IANDSCM MD OR SR MONUMENT 'INC POUND IRON ROD 1 CAP F. a, u S or RADMAINTENANCE WrMER• E— GUrwee OR ANCHOR FN POUND NAI 00 RECORD O . MAHTENWCE WCMCHT O MANS= rump POUND NAL I DLSC Rte, RECHMGUmIDY WETHER RID, HOUND RLS, RE9IDWQ F.U.E.RO.L ROOF OVERHANG MAL 1 me RM FOUND rARKERFNDN NAL RAY RIGHT OF WAY S.W.!. SIDEWALK EASEMENT 0 UTILITY OR LIGHT POLE MOD POUND PK NALLI DISK (al SURVEY S.W.M.E.STORM WATER © WELL MUM. M1 RALLROAD SPIKE C.B.L SETBACK UNE MAGEM!NTMT. GM. RAGE S.C.L SURVEY CLOSURE UNE T.U.C. TECHNOLOGICAL Urultr MAT.GM GAMETER SLR aCRECN U.E. UmUTY WEMEM' G',..c,t•,:'t/1-Ass, '"O'?-4,fi:ssmLnLIQY:VInWPRIP1WOMPKKeinFOVAPF0 ARKOUIPASAIRWillprIaLerolaptaawurstrysuremaKwwwmasoaxwarYst4stsrowast %:rsousormounctCltifGix.rou• T.i::.4>"l:',7hRocusexworoscivoaocisoW, ELECTRONIC SIGNATURE: PRINTING INSTRUCTIONS: OFFER VALID ONLY FOR: I KEITH A.TURNER AND KIM A.TURNER In complete accordance with Florida Statute 472.025 and Pursuant to 1.While viewing the survey in Adobe Reader,select the Y the Electronic Signature Act of 1996 or Florida Statute TITLE%XXIX, " Chapter 668,If this document was received electronically via PDF, "Print"button under the"File"tab. 0. then it has been lawfully Electronically Signed.Therefore,this survey A (' Tom_ --) s 666 PDF.it authentic is completely official and Insurable.In order to validate ° 2.Select a printer with legal sized paper. b 'Tr" - the'ElectronicSl nature'of POW surveys sent viawww.surveystars.com, _ 93.Under"Pr"Print Range",click select the"All"toggle. Z you must use a hash calculator.A free hash calculator Is available forl` t download at: 4,Under the"Page Handling"section,select the number I '-ii'-'7--.7- l fes\ `It ��' www s°Ilpedla tom/gaUSysteMiIle-Maiugement/NashCal[ulalm•KI,illah,,nl t7 of copies that you would like to print 1 3 In order re validate the Fiearanlc Signature of any survey PDF sent via sly www.surveysrarscom: 5.Under the"Page Scaling"selection drop down menu, I 1 1.Download the Hash Calculator available at 'g select"None." j 1 o/O off www.sorepedithe Nagetaaynemorile•MananemenNltash•Caleulator•xi,illahtml1 2.Save the Survey PDF onto your computer from wwwsurveystarscom 6. Uncheck the"Auto Rotate and Center"chedcbox 1 (UP TO$500) or from the email sent from wwwsin the ancon. 7.Check the"Choose Paper size by PDF"thedcbox LI 1 3.Click the square Browse button in the upper right hand corner of the I ANY FUTURE Hash Calculate to fond and select the saved SurvcyPCF document,and click 8.Click OK to print the COMPUTE button in the lower righthand comer of the Hash Calculator.4. TO PRINT IN BLACK+WHITE 1 SURVEYING SERVICES s SHA-Icare racterfdigit thesuve intheJobNer characters ntheSHA.I vnsureystarse to xm whdiich ON THIS PROPERTY SHA-I characters fa the Invoice forthat survey. y I S.I(the 40dgit sMngofSHA•I charactenare exanyehe sameonthelnvdce 2• Choose"Quality"from the options. s I I(')TC�1•i W yo s d5 t-. I (or inthe survey Noatwwwsurveystars cern)asthcy are hthe wshCalalala. 3. Changefrom"Auto Color"or"Full Color"to 1 Qi011- Ije f sc4,1,,jotfo 4 then this PDT is authentic.If the 40 digit string ofcharacters does not match (T(� Vt� qr 4 h exactly,then this PDF has been tampered with and it is not authentic. "Gray Scale". .- 1 I"wRYu'EKstr.y:it:2»a"..ntat for mwore,--oc cr4d.. ctrator!...dat aor a.N:MMTM1Y."5P:u1KnlTMORDE1'Ve ADIPW*X4DMISAL444TH]ilaabrylNDDXMAVe,44441 IPLP:.a1e•,G.71.'.•�-L"oaL':.Na7J.f>4'511^q:Nawl:]4TLAX,-:WKa44.1LTM ST I h A `'- A Exacta Land Surveyors, Inc. AlC I: www.exactaland.com 46ARU'- _ P.866-735-1916•F,866-7442882 g 1 Lea 7337 11940 Fairway Lakes Drive,Suite 1•Ft.Myers,FL 33913 [{ ti 2tABSUlTW6L5D g,,R...gy.s,.ad.,.. IFSaRxICtSCKtAvY.BHBe."pibtlsTi.. .N....^PITH•:Sa?,Rik,w.,....-g....X+fdiV a.•4.R>t..A7"N ....f,MPV.7a7tsO. ...A....(:T,KaK• :.,,.....sxs:.Tt9sK% NOTICE OF COMMENCEMENT 0 State of )_,vt,D� Tax Folio No. r -`-'�� County of R 1l.--Pti->i c C. %7J16A To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE QkCOMMENCEMENT. Legal Description of property being improved: Loo ( 4 ( f-L�._ 1 5 R ` P P c o-F RoutA(._ Pry s L)ruG�- ZA _ Address of property being improved: q I 116 S €c' k9 / krLA-N h ' ��i e-- 31?-33 General description of improvements: I\bl),L X 4P' Pcial c No:-') •I G Lpsy.6 j ( iit^ -i_, -U2 ao;J '\-" ac- f,)1) )0 Owner: m co 60g_i3A- Address: C•1 I & S 6i0 1-)l -k-11-7 J lz✓ & 3zz33 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor: (k'ME A- .1SiD,-vr. Address: Telephone No.: Fax No: Surety(if any) Address: Amount of Bond$ — Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: - In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recur in unless a different date is specified): ":;�4; TON C!tJOi ESPEROES— =. n •,: MY COMMISSION i FF 92 4551 iP;s EXPIRES:October 6,2019 THIS SPACE FOR RECORDER'S USE ONLY OWNER FdrF°, Bonded Th!uNotary Public Underwriters Doc#2019193271,OR BK 18904 Page 133, Signed: r F Date: �. tL' Number Pages:1 Before me this '`r day f in the County of Duval tate L Recorded 08/19/2019 04:25 PM, Of Florida,has personally appear d ; - .. c r,P '_ Alk • - t•0cL RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL Notary Public at Large,State o rida,Co ARM al. COUNTY My commission expires: or (` / - RECORDING $10.00 Personally Known: or Produced Identification: fa i 0 S4- 1, -`] ! - 06 c- ALL Owner Builder Affidavit **HIGHLIGHTEDDIN TION rt%>>ry IN J i ,� City of Atlantic Beach Building Department GRAY IS REQUIRED. f) 800 Seminole Rd, Atlantic Beach, FL 32233\`` —on 9,. .:-.: Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: I. FLORIDA STATUTES;CHAPTER 489, FLORIDA STATUTES, PART 1"CONSTRUCTION CONTRACTING" REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A • 1 LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY;SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE,THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED. . III. IRS WITHHOLDING;OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES.OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO.455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY" OR THE FLORIDA"CONTRACTORS CERTIFICATE"TO ASCERTAIN IF A PERSON ISA LICENSED CONTRACTOR. CONTACT THE BUILDING DEPARTMENT (904- 247-5826 OR BUILDING-DEPT@COAB.US ) IF IN DOUBT. V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. Job Address: �l 16 E'-e.(20 ( , , -A-�FL f\ -I"1C- Q eR"� , Pt._ " 2? 3-3 Owner Name: MA-12--CAD &O R_3A Phone Number: C So 4 )21c 3c Z9 Mailing Address: -k( 6 SA-AG 0 (�.a� City: ' � DeA-d, State: FC- Zip: '32-2-33 Notarized Signature of Owner / 0 The foregoing instrument was acknowledge before e thi. l�? N�day of ,20 ,in the State of Florida, County of pr1 t b1=A(1.\ ) t _, ,„ A Signature of Notary Public ` ,: a-- .„__.._ -i [ ] Personally Known OR [ ] Produced Identification Type of Identification: 0 L-- Updated 10/24/18 I ,'i;A'(Y -. TONI O M)LESPERGER 1 ;,:es MY COMMISSION a FF 924951 EXPIRES:October 6,2019 " ' B:=nded Thru Notary Pubrr.Underwriter; Building Permit Application Updated l0/9/18 .r , l� .� City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY ''�)� IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us )ob Address: G1 SPc2C"d 1�°) -hIV 'L tend,, -t-" zZ'3-3 Permit Number: f fC Q I 1 -` D7 LUtl0.s Prion fb1Y\1 10�J LCY1 14 `.,l_K 18 RE# I ) ‘ Th ? 3 -0000 Legal Description Valuation of Work(Replacement Cost)$ 1x"00. 00 Heated/Cooled SF Non-Heated/Cooled • Class of Work: ONew 1 .Addition ❑Alteration ❑Repair OMove ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial .Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes I%No • Will tree(s)be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) kI110 Describe in detail the type of work to be performed: Nwot, orrY.xle A-A7i ip1) ) 6Los4oi, c - fpf .1v'za � l i l'r 'IP X1'1 C-vw-� a; ti Ci.d A 1 ,-1-- (:, y 1 (' (rnn , t--c, r Cu-t— Florida Product Approval# for multiple products use product approval form Property Owner Information Name fYlP42C-0 60(-13/a" Address LI 1 b SA- Z-60 guy City PrJ.'C-A-ri'"C' 8_Pr-c4^ State 1---.L Zip 3 -? Phone ( 904 ) z19. 3(2z 9 E-Mail MF"gcoe-3 8 nom . me-C Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company Qualifying Agent Address City State Zip Office Phone Job Site Contact Number State Certification/Registration# E-Mail Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Insurer / OR Exempt❑ 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 regulating 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 FINANC G, CO► SU WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORD! YOUR OTIC' • COMMENCEMENT. (4 (Signa re of Ow,/r or Agent) t (Signature of Contractor) i . ned and sworn to(or aff r Od)befo - me thi / `vim day of Signed and sworn to(or affirmed)before me this day of Cv 7�f1c' ,b, � • s � � r� 0 b Y P., rr ,:nna •,\.•'-r`._ MYCOMMISSl•'4 �ttrpf tary) L' (Signature f Notary) EXPIRES:October 6,2019 Bonded Ti ru Notay Public Underwriters [ ]Personally Known- ' - [ ]Personally Known OR [ 1 Produced Identification !! [ 1 Produced Identification Type of Identification: 1. c—1 0 -S4 1 ' 7 1 -c(v¶i t--Type of Identification: Revision Request/Correction to Comments **ALL INFORMATION rs=-'u`�r� HIGHLIGHTED IN . "'` City of Atlantic Beach Building Department GRAY IS REQUIRED. i r / 800 Seminole Rd, Atlantic Beach, FL 32233 /r'//11 '''-',2, .:,/ Phone: (904) ((��W 247-5826 Email: Building-Dept@coab.us PERMIT I'� - 007Z Revision to Issued Permit OR Corrections to Comments Date: ) I )4 r kc:1 Project Address: L4 i j SA AA Q RI), 4't C.-/act' 6P CI , -- :52:2.?,"6 Contractor/Contact Name: 1- t.?CP NggPr- Contact Phone: (c)1o'- ) 2101, -5(729 Email: 1 12-1 ( ) {'-• AJ Description of Proposed Revision /Corrections: 70". w I-14,M 11- VAN7 tp 1t0 ) w RI.E. - 3.s;(-4., s Ae-a-f Ifv 4-Jr-;aL PC- <N,LLc-0 icc A- LJ4f& Pyr I f‘ -cc, ZxigN Pc affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? XiNo ❑ Yes (additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in building value to original submi tal? 'KNo ❑*Yes (additional increase in building value: $ ntr or must sign if increase in valuation) *Signature of Contractor/Agent: e (Office Use Only) I-__] Approved ❑Denied T of Applicable to Department Permit Fee Due$ Revision Plan Review Comments elcii ,,--,,n ,,,,_ iici - ccereil:--eeteejt4-Jesi7 fiiv. 4 , lz z, D ent Review Required,,;.,a ECEIIVE PlarZoning eviewed B Tree inistrator li OCT 1 6 2019 Y Public Works Public Utilities BY: - /+ `'/27f Public Safety Date Fire Services Updated 10/17/18 PREPARED BY: \ ..., ,.� 1 ..._ T s it,......., E ....„. AC „elk • www.exactaland.com I office:866.735.1916 I fax:866.744.2882 z �- Lel, ( PROPERTY ADDRESS: 416 SARGO ROAD, ATLANTIC BEACH, FLORIDA 32233 SURVEY NUMBER: 1909.4535 (REV 1 9/28/2019) 1909.4535 eTh7}-'`,' r BOUNDARY SURVEY �---� P �mE: DUVAL COUNTY • _ o Q.-4 :. 0" 0 OCT 1 4 2019 0 O T N 12"FIPG 0.T ON •10$0 �p — N FIPG Z O N 63°°5°1 °301"E 931Oa P _ . •---- o.a'oN tB 43'58" g Department 6'V.F. /oft 'I U'I 0.6'OFF .C°';'. j% r ( N I I I �I I1 •�, DECK •: • Y::-' o • , !1 `� '.. /%' iiii 7.2' �E'KED .6''.4:011. 441,5 11,, SWM. ,'f'.. 4 R O� I - I4.1 O . .'O 22.2' 20.0' c406� 4/•LOT1 1 t° ‘ , LOT 14 - i,„, , * 6LK 1 8 33ci NI 131..1C18 s-' o u.1 —N I Q 1 51Y. N O Na N. �O u N RES#416 nil �- 0 46.2' O 9l 1 rn l ■ p ZZ a. N I Oh/ a^ aUR N -11�• wo • co VW* 1-1 le 0 p _ •—`�'•"„■�■�•�� ON LINE .© 6'V.F. /2°FIPG ■ • ,...,_......,„,g • L54603 30,0'' 0.5'oN ` 1.001.00-0""1"100'W 93. (P) Z 5 82°43'58,,W 93.13' (M) ur FIP 43'58 ° �5.0' �: NO ID 5 82°B R. (PER PIAT) Z 0 ► Z. JJ ° °1 TABLE: O— CI LI 5 82°43'58`W 30.00'(P) p S 82°43'58”W 30.00'(M) -ir`?-.\ 1.t•.: •I rr1 PREPARED BY: EXACT # LAND SURVEYORS , LI. �.' www.exactaland.com I office:866.735.1916 I fax:866.744.2882 PROPERTY ADDRESS: 416 SARGO ROAD, ATLANTIC BEACH, FLORIDA 32233 SURVEY NUMBER: 1909.4535-01 FIELD WORK DATE: 10/23/2019 REVISION DATE(S):(REV2 10/25/2019) (REY1 10/25/2019) 1909.453501 / - OFFICE COPY BOUNDARY/TOPOGRAPHIC SURVEY DUVAL COUNTY 0 • 4Q a° o \010111111/44 -0zz x� I/2.FIPC t> 7,ON O Q `o N 83°03'01"E 93.1Oa(I') oz` .—•_ 0.3'ON ! : 7 • IL z o o N 82°43'58"E 93. _ _ - •16'V.F. • .6 1/2"FIP ,i1 _ NO ID fir■ • 1' N 0.6' "' I AIL Off ^91 - �; 0 N 10 CD 1 ,.,..,.\ II1 /01 VA DECK s( ' 1%! •' • . ,, 7.2GNP& :it.'t C!. �. .7i'44-i.- .:i:.' 1 • X'10, '' 00# —_ O I IS 14.1.- __, CS O I 22.2' 2o.a 03 X °\ • I x, LOT 1 - LOT r m BLK 1 8 ,�o x^ - BLI 18 5-t O U3 T4 STY. c..‘1..U CI ^' \�JN I�5 g4 1624.6' • 46.2' ■� O:C33;s : X N Q • UR X w T I 0. l'''' J L� • .�■�•� ON LINE 1. ..i. 00'....- -t"'"‘!"""'...„ ','° _ L546030 X 30.0 ' O. ' 0.5'oN g 82°43'58"`N 93 3'(M) x A I/2"FIP • S 82°43'58"W 93.1 z NO ID - 6 R• (PER PIAT) ° . 0 z o JJI TABLE: c3— LI =LI 5 82°43'58"W 30.00(P) 6. 0"). S 82°43'58"W 30.00 (M) JON--I L2 N 7°1 6'02"W 80.65' (P) I ,. NOTE:IMPROVEMENTS SHOWN ARE FROM EXACTA N G°57'5 1"W 81.01' (M) SURVEY NO. 1909.4535,DATED 9-28-2019 131 BASIS OF ELEVATIONS SHOWN c9 11P.\ DESIGNATION:R 688 JCP PID:DL5741 ELEVATION: 13.52 - ,..7-1-711 FN4D DATUM:NAVRD�8,�8 NO ID FN•. CUTLASS DRl Vf - • •G��C 1 F c.•.• • SURVEYOR'S NOTES No 3932 TF ' NOTE-FENCES EXIST:OWNERSHIP NOT DETERMINED. •� / PLEASE REVIEW LOCATION ON DRAWING. LLLI./ LOT APPEARS TO BE SERVICED BY PUBLIC WATER AND SEWFR. • .1•'VI SETBACK INFORMATION SHOWN ON PLAT;NOT VERIFIED. • • • • .• ST•�OF . I herebycOtify fhafth••-.pp�fry•5ur 'of the hereon described property has been made under 30 0 15 30 fill)) '� my directiovc•�d 13 the besidf fmy kerkedge and belief,itis a true and accurate representation of a survey tg'itt8 the§Si of Practice set forth by the Florida Board of Professional Surveyors&Mapp2/sir+ lapt3r5J-17 of the Florida Administrative Code. GRAPHIC SCALE (In Feet) ,�- DATE SIGNED:10/25/2019 1 inch = 30' ft. Use of This Survey for Purposes other than Intended,Without Written Verification,will be at the User's Sole Risk and Without Liability to the Surveyor. Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified. IFLOOD INFORMATION: POINTS OF INTEREST BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING 1. RESIDENCE OVER 25'SET BACK LINE 2.6'VINYL FENCE OVER MUNICIPALITY OR WWW.FEMA.GOV,THE PROPERTY APPEARS TO BE 5' DRAINAGE AND UTILITY EASEMENT LOCATED IN ZONE X&X SHADED.THIS PROPERTY WAS FOUND IN THE CITY OF ATLANTIC BEACH,COMMUNITY NUMBER 120075,DATED 11/02/2018. r`' Florida Land CLIENT NUMBR: DATE: 10/24/19 AFFILIATE Title Association MEMBERS BUYER:FRANCINI AND MARCO BORBA '�'�' FLTA i SELLER: FRANCINI AND MARCO BORBA - I CERTIFIED TO:FRANCINI AND MARCO BORBA EXAC. IA LAND SURVEYCitk5, LLC. LB#8291 11940 Fairway Lakes Drive I Suite 1 I Fort Myers,FL 33913 P:866.735.1916 I F:866.744.2882 This is page 1 of 2 and is not valid without all pages. REPORT OF SURVEY 1909.4535-01 This is page 2 of 2 and is not valid without all pages. LEGAL DESCRIPTION: LOT 14, BLOCK 18, REPLAT OF PART OF ROYAL PALMS UNIT TWO A,AS RECORDED IN PLAT BOOK 31,PAGES 16-16D,OF THE PUBLIC ' RECORDS OF DUVAL COUNTY, FLORIDA. JOB SPECIFIC SURVEYOR NOTES: THE BEARING REFERENCE OF S82°43'58"W IS BASED ON THE SOUTHERLY PROPERTY LINE OF LOT 14,BLOCK 18, REPLAT OF PART OF ROYAL PALMS UNIT TWO A,AS RECORDED IN PLAT BOOK 31,PAGES 16-16D,OF THE PUBLIC RECORDS OF DUVAL COUNTY,FLORIDA. GENERAL SURVEYOR NOTES: 1. The Legal Description used to perform this survey was supplied by others.This survey does not determine or imply ownership. 2. This survey only shows improvements found above ground.Underground footings,utilities and encroachments are not located on this survey map. • 3. If there is a septic tank,or drain field shown on this survey,the location is approximate as the location was either shown to Exacta Land Surveyors,LLC.by a third party or it was estimated by metal detection,probing rods,and visual above ground inspection only.No excavation was performed in order to determine the exact and accurate location. 4. This survey is exclusively for the use of the parties to whom it is certified. • 5. Additions or deletions to this survey map and report by other than the signing party or parties is prohibited without written consent of the signing party or parties. 6. Dimensions are in feet and decimals thereof. 7. Due to varying construction standards,house dimensions are approximate. 8. Any FEMA flood zone data contained on this survey is for informational purposes only.Research to obtain such data was performed at www.fema.gov. 9. All corners marked as set are at a minimum a%"diameter,18"iron rebar with a cap stamped LB#8291. • 10. If you are reading this survey in an electronic format,the information contained on this document is only valid if this document is electronically signed as specified in Chapter 51- 17.062(3)of the Florida Administrative Code and Florida Statute 472.025.The Electronic Signature File related to this document is prominently displayed on the invoice for this survey which is sent under separate cover.Manually signed and sealed logs of all survey signature files are kept in the office of the performing surveyor.If this document is in paper format,it is not valid without the signature and original raised seal of a Florida Licensed Surveyor. 11. Unless otherwise noted,an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments,if any,are affecting this property. 12. The symbols reflected in the legend and on this survey may have been enlarged or reduced for clarity.The symbols have been plotted at the center of the field location,and may not represent the actual shape or size of the feature. 13. Points of Interest(P01's)are selected above-ground improvements which may be in conflict with boundary,building setback or easement lines,as defined by the parameters of this survey.There may be additional POI's which are not shown,not called-out as POI's,or which are otherwise unknown to the surveyor.These Pot's may not represent all items of interest to the viewer. 14. Utilities shown on the subject property may or may not indicate the existence of recorded or unrecorded utility easements. 15. The information contained on this survey has been performed exclusively,and is the sole responsibility,of Exacta Land Surveyors,LLC..Additional logo or references to third party firms are for informational purposes only. 16. Pursuant to F.S.558.0035,an individual employee or agent may not be held individually liable for negligence. 17. House measurements should not be used for new construction or planning.Measurements should be verified prior to such activity. LEGEND: UNETYPES:ru. sone°r:saws SURVEYOR'S LEGEND saws • C�-r:::� IRON mice9tM13015:tusm onetime soles SURFACE TYPES:name pia ee wtm EI NCH MARK t7 FIRE MORAHT l XTRULTURE L I Des^ �'�']� K ® NE . PND OR BET MONUMENT CENTIMUNE_ _ SURVEY TIE UNE ASPHALT(/!A «nlE :�� 0 CENTRAL ANGLE«DELTA r,IMNRe OR 8NG10R • CHAIN-LINK or WIRE RNC[ WALL OR PMfY WALL CONCRfT!l lODVQtID• . a CONTROL POINT i.,...4 COMMON ONMCR9r11PIlit MAIMOIL EAXO.1?fr WOOD FENCE WATER WOOD r// j ■ CONCRETE MONUMENT © UTIIf1Y OR UGNr POLL EDGE OF WATER - VINYL FENCE CATCH BASIN WELL 9EVATXON IC) CALCULATED E.O.W. EDGE OF WATER N.T.S. NOT TO SCALE R.P. RADIUS POINT A.E. ACCESS EASEMENT (D) DEED ELEV. ELEVATION NAVD88 NORTH AMERICAN VERTICAL R/W RIGHT OF WAY AN.E. ANCHOR EASEMENT (F) FIELD EM ELECTRIC METER DATUM OF 1988 RES. RESIDENCE C.M.E. CANAL MAINTENANCE ESMT. (M) MEASURED ENCL ENCLOSURE NGVD29 NATIONAL GEODETIC RGE. RANGE C.U.E. COUNTY UTILITY ESMT. (P) LAT ENT. ENTRANCE VERTICAL DATUM OF 1929 S.B.L. SET BACK UNE D.E. DRAINAGE EASEMENT (R) ECORD EUB ELECTRIC UTILITY BOX o.CS. ON CONCRETE SLAB S.C.L. SURVEY CLOSURE UNE D.U.E. DRAINAGE AND UTILITY ESMT. (SI URVEY F.F. FINISHED FLOOR O.G. ON GROUND S.T.L SURVEYTIE UNE ESMT. EASEMENT AS.B.L CCESSORY SETBACK LINE F.O.P. EDGE OF PAVEMENT ORB OFFICIAL RECORD BOOK S.W. SEAWALL I.E./E.E INGRESS/EGRESS ESMT. A/C IR CONDITIONING F/DH FOUND DRILL HOLE O.R.V. OFFICIAL RECORD VOLUME 5/GD SET GLUE DISC IRR.E. IRRIGATION EASEMENT B.C. LOCK CORNER FCM FND.CONCRETE MONUMENT 0/A OVERALL SAV SIDEWALK LAE. LIMITED ACCESS ESMT. B.F.P. ACKFLOW PREVENTOR B.R. EARING REFERENCE FIP FOUND IRON PIPEO/5 OFFSET SCR. SCREEN LB.E LANDSCAPE BUFFER ESMT. FIPC FOUND IRON PIPE&CAP OFF OUTSIDE OF SUBJECT PARCEL SEC. SECTION LE. LANDSCAPE ESMT. B.R.L UILDING RESTRICTION LINE B/W AY/BOX WINDOW BLDG. UILDING FIR FOUND IRON ROD OH. OVERHANG SEP. SEPTIC TANK LM.E. LAKE OR LANDSCAPE FIRC FOUND IRON ROD&CAP OHL OVERHEAD LINES SEW. SEWER MAINTENANCE EASEMENT FN FOUND NAIL ON INSIDE OF SUBJECT PARCEL SIRC SET IRON ROD&CAP M.E. MAINTENANCE EASEMENT BLit LOCK FN&D FOUND NAIL AND DISC P.B. PLAT BOOK SN&D SET NAIL&DISC P.U.E. PUBLIC UTILITY EASEMENT BM ENCHMARK FND. FOUND P.C. POINT OF CURVATURE SQ.FT. SQUARE FEET R.O.E. ROOF OVERHANG ESMT. ESMT ASEMENT PPKN FOUND PARKER-KALON NAIL P.C.C. POINT OF COMPOUND STY. STORY S.W.E. SIDEWALK EASEMENT C URVE FPKN&D FOUND PK NAIL&DISC P.C.P. CURVATURE SV SEWER VALVE S.W.M.E. STORM WATER MANAGEMENT CS. ONCRETE BLOCK FRRSPK FOUND RAILROAD SPIKE PERMANENT CONTROL POINT T.O.B. TOP OF BANK EASEMENT CLF. HAIN LINK FENCE GAR GARAGE P.I. POINT OF INTERSECTION TBM TEMPORARY BENCHMARK T.U.E. TECHNOLOGICAL UTILITY ESMT. CO. LEAN OUT GM GAS METER P.O.B. POINT OF BEGINNING TEL TELEPHONE FACILmES U.E. UTILITY EASEMENT C.V.G. ONCRETE VALLEY GUTTER ID. IDENTIFICATION P.O.C. POINT OF COMMENCEMENT PA/P. TOWNSHIP C/L ENTER LINE ILL. ILLEGIBLE P.P. PINCHED PIPE TX TRANSFORMER C/P OVERED PORCH INST. INSTRUMENT P.R.C. POINT OF REVERSE CURVATURE PM TYPICAL C/S ONCRETE SLAB INT. INTERSECTION P.R.M. PERMANENT REFERENCE U.R. UTILITY RISER CATV CABLE TV RISER L LENGTH MONUMENT UG UNDERGROUND CH CHORD BEARING1.13# LICENSE ii-BUSINESS P.T. POINT OF TANGENCY UR UTILITY RISER CHIM. CHIMNEY LSa LICENSE Y-SURVEYOR P/E POOL EQUIPMENT V.F. VINYL FENCE CONC. CONCRETE M.B. MAP BOOK PG. W. 00DE 000. CORNER M.E.S. MITERED END SECTION PLS PROFESSIONALPAGE LAND SURVEYOR W/CF. WWETNESSN CORNERFENCE CS/W CONCRETE SIDEWALK M.F. METAL FENCE PLT PLANTER W/F WATER FILTER D.F. DRAIN FIELD MES MITERED END SECTION PSM PROFESSIONAL SURVEYOR AND WM WATER METERNALVE BOX D.H. DRILLHOLE MH MANHOLE MAPPER WV WATER VALVE D/W DRIVEWAY KR. NON RADIAL R RADIUS or RADIAL ELECTRONIC SIGNATURE: PRINTING INSTRUCTIONS: OFFER VALID ONLY FOR: FRANCINI AND MARCO BORBA In complete accordance with Florida Statute 472.025 and Pursuant to 1. While viewing the survey in Adobe Reader,select the • the Electronic Signature Act of 1996 or Florida Statute TITLE XXXIX, Chapter 668,If this document was received electronically via PDF, "Print"button under the"File"tab. then It has been lawfully Electronically Signed.Therefore,this surveyi 1 2. Select a printer with legal sized paper. f PDS lauthentk,Is completely official and Insurable.In order to validates the'Electronic Signature'of PDF surveys sent via www.surveystars.com, 3. Under"Print Range",click select the"All"toggle. -+ I - A A • you must use a hash calculator.A free hash calculator is available for I _ ... download at 4. Under the"Page Handling"section,select the number www.soltpedia.com/gei/System/File-Managemen t/Hash-Calculator-Kiriltshtml of copies that you would like to print. ) i 0, FF In order to validate the Electronic Signature of any survey PDF sent via www.surveystars.com: 5. Under the"Page Scaling"selection drop down menu, I.Download the Hash Calculator available at: select"None." I O www.softpedia.com/get/System/F Ile-Managemen VHash-Calculator-Kirill.shtml 2.Save the Survey PDF onto your computer from www.surveystars.com 6. Uncheck the"Auto Rotate and Center"checkbox. I or from the email sent from wwwsurveystars.com. 7. Check the"Choose Paper size by PDF"checkbox. I OF FUTURE SURVEYING SERVICES 3.Click the square Browse button In the upper right hand corner of the Hash Calculator to find and select the saved Survey PDF document,andclick 8. Click OK to print. ION THIS PROPERTY the COMPUTE button in the lower right hand comer of the Hash Calculator 1 TO PRINT IN BLACKt VVFffTE: I s 4.Compare the 40 digit string of characters in the SHA-1 line to the 40 digit I SHA-1 characters for the survey in the Jobfile In www.surveystars.com which 1. In the main print screen,choose"Properties". 1 I"Offer valid for fence stakeouts and additions to the is also printed on the invoice for that survey j existing structures only.Valid only for the buyer as S.Ifthe 40 digit string of SHA-1 characters are exactly the same on the invoice • 2. Choose"Quality"from the options. I listed on the first page of this survey for up to one (or in the survey file at wwwsurveystars.com)as they are in the Hash Cakubtot 3. Change from"Auto Color"or"Full Color"to I year after survey issu tR.7. ntnot to then this PDF is authentic If the 40 digit string of characters does not match exce • exactly,then this PDF has been tampered with and it is not authentic. "Gray Scale". - J ril = = A A EXACTA LAND SURVEYORS. LLC. www.exactaland.com P:866.735.1916:F:866.744.2882 11940 Fairway Lakes Drive,Suite 1 I Ft Myers,FL 33913 OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: �10 S e70 ' Permit#: 9 C)07 Z *Owner/Project Name: V'PcI2cp b ?-13Pc 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 product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS MAS�J c . iw�FkyPr-� PC .;nit �L aaSi3- 2a 1.Swinging 1\ I\ yilZirl� �� L caa.34.34/; 2.Sliding 11 ‘F-1-Wgi Z Qocr 'FL3b3-R2 3.Sectional 4. Garage Roll-Up 5.Automatic 6. Other B. WINDOWS 1.Single hung (ice NA/0-) 1..S *.,41TP,i0Z I LI -c 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed 6. Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1.Siding 3 Prft+-& v2, L 13 aa.3-(Z'j 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 ( { ��HAti` ��i�b � FL to lay- ROS 2. Underlayments 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen CERr1 R b OQc' bo,,) F L o1-S33 9-- 7.Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16.Spray applied polyurethane roof 17. Other Page 2 of 4 Updated 10/17/18 4 ---- Category/Subcategory Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E.SHUTTERS 1. Accordion 2. Bahama 3.Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 2.Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12.Sheds 13. Other G. SKYLIGHTS 1.Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 OFFICE COPY 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. /t *Contractor Name (Print Name): -C-0 6eR. '3pr. *Contractor Signature: — *Company Name: A.--...------- Q2Jnt C -si)f-r',� ( RN.C zS i ')<- - *Mailing Address: 1(0, J ‘,0 t (-_ *City: Ur/--VC, PfC4 *State: T. IA *Zip Code: 3.)2_33 *Telephone Number: Rdl — 01-IA 1G(?6k *E-mail Address: wA2wS e kG1- , CoArl Cell Phone Number: (l l\ Fax Number: _ Page 4 of 4 Updated 10/17/18 SAWCUT I S1.0, 'Noe OEM I I • . T 0 .r - - - - - -J S2.2 CONCRETE OVER POUR REVISION BP# Acct q 00-* DATE__/ OFFICE COPY SIGNED WALL FRAMING 2—#5 CONT. SLAB ON GRADE, SEE PLAN. N 8"x16" 1—STORY, w/(2)#4 CONT. `��„ 8"x20" , 2—STORY, w/(2)#5 CONT. or (` FF`Q`,tik J. S4B ," 1,�, � 'IGEN$f• ... ••� 6 BEARING AT INTERIOR =• Z-'` N. 71461 51.01 SCALE: NTS ,• o'• A E ,f %FFSSIOW" 10.23.19 FOUNDATION DETAIL AT INTERIOR Christopher I Sabourin PE #71461 PROJECT SA80 1205CA#32529 416 SARGO RD BEACH BLVD JASTRUCTURAL 90 BEACH, FL 904-712-5750 JOB NO. BORBA-19-0249 FIELD SKETCH No. E\ GI \ EERI N G CHRIS@SABOENG.COM DATE 10.23.19 OFFICE COPY Borba Res Sargo Rd HVAC Load Calculations for Borba it oftwari RHVACRESIDENTIAL HVAC LOADS Prepared By. Alexa Laughren Donovan Heat&Air Thursday, October 10, 2019 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Borba Res Sarpo Rd Jacksonville FL 32218 Project Report General Project Information Project Title: Borba Res Sargo Rd Project Date: Tuesday, August 20, 2019 Client Name: Borba Company Name: Donovan Heat&Air Company Representative: Alexa Laughren Company Comment: Design Data Reference City: Key West, Florida Building Orientation: Front door faces East Daily Temperature Range: Low Latitude: 24 Degrees Elevation: 4 ft. Altitude Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains • Dry Bulb Wet Bulb BeI.Hum Rel. um Dry Bulb Difference Winter: 57 53.5 n/a n/a 70 n/a Summer: 90 78 59% 50% 75 61 Check Figures Total Building Supply CFM: 1,040 CFM Per Square ft.: 0.679 Square ft. of Room Area: 1,531 Square ft. Per Ton: 612 Volume(ft3): 12,249 Building Loads Total Heating Required Including Ventilation Air: 10,555 Btuh 10.555 MBH Total Sensible Gain: 25,231 Btuh 84 % Total Latent Gain: 4,802 Btuh 16 % Total Cooling Required Including Ventilation Air: 30,033 Btuh 2.50 Tons(Based On Sensible +Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\donovanuser\Documents\Energy Sheets\Borba Sargo Rd\Borba.rh9 Thursday, October 10, 2019, 3:02 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy ServicesAP Borba Res Sarno Rd Jacksonville.FL 32218 Page 3 Miscellaneous Report System 1 System 1 Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb ReLHum ReLHum Dry Bulb Difference 1 Winter: 57 53.5 80% n/a 70 n/a Summer: 90 78 59% 50% 75 61.03 IbuctSizing Inputs 1 Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.01000 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 550 ft./min 450 ft./min Maximum Velocity: 600 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.280 AC/hr 0.280 AC/hr 57 CFM 57 CFM Infiltration Actual: 0.280 AC/hr 0.280 AC/hr Above Grade Volume: X 12.249 Cu.ft. X 12.249 Cu.ft. 3.430 Cu.ft./hr 3,430 Cu.ft./hr X 0 0167 X 0.0167 Total Building Infiltration: 57 CFM 57 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration&Ventilation Sensible Gain Multiplier: 16.50 = (1.10 X 1.000 X 15.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 41.49 = (0.68 X 1.000 X 61.03 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 14.30 = (1.10 X 1.000 X 13.00 Winter Temp. Difference) Winter Infiltration Specified: 0.280 AC/hr(57 CFM) Summer Infiltration Specified: 0.280 AC/hr(57 CFM) Ibuct Load Factor Scenarios for System 1 Attic Duct Duct Surface From L.. TypeDescription Location Ceiling Leakage Insulation - - Area [TJMDD 1 Supply Main Attic 16B 0.12 6 413 No 1 Return Main Attic 16B 0.24 6 153 No C:\Users\donovanuser\Documents\Energy Sheets\Borba Sargo Rd\Borba.rh9 Thursday, October 10, 2019, 3:02 PM Rhvac-Residential&Light Commercial HVAC Loads - Elite Software Development,Inc. Home Energy Services 1 Borba Res Sarno Rd LJacksonville.FL 32218 Page 4 I Load Preview ReportSys Net ort Seri Lat Net Sen Hts Cls Act Duct Scope Ton !Tort Area Gain Gain Gain Loss CFM CFM CFM Size Building 2.50 612 1,531 25,231 4,802 30,033 10,555 212 1,040 1,040 System 1 2.50 612 1,531 25,231 4,802 30,033 10,555 212 1,040 1,040 18 Supply Duct Latent 409 409 Return Duct 2,353 1,221 3,574 86 Zone 1 1,531 22,878 3,171 26.049 10,469 212 1,040 1,040 18 1-Bath 1 55 655 92 747 541 11 30 30 1--4 2-WIC5 115 701 312 1,013 1,038 21 32 32 1--4 3-Kitchen 216 3,387 683 4,070 1,628 33 154 154 2--5 4-Foyer 55 750 156 906 725 15 34 34 1--4 5-Existino House 1,090 17,384 1,928 19,312 6,538 132 790 790 7--6 I C:\Users\donovanuser\Documents\Energy Sheets\Borba Sargo Rd\Borba.rh9 Thursday, October 10, 2019, 3:02 PM • Rhvac-Residential&Light Commercial HVAC Loads ---,.,. Elite Software Development,Inc.L Home Energy Services rj Borba Res Sargo Rd5 Jacksonville, FL 32218 ' Page 5 Duct Size Preview Room or Minimum Maximum Rough. Design SP Duct Duct Source Htg Clg Ad. Duct _Dud Name I Velocity Velocity Factor Li100 Loss Velocity Length Flow Flow Flow '._ System 1 Supply Runouts Zone 1 1-Bath 1 Built-In 450 750 0.01 0.1 341.4 11 30 30 1- • 2-VVICs Built-In 450 750 0.01 0.1 365.4 21 32 32 1- • 3-Kitchen Built-In 450 750 0.01 0.1 564.7 33 154 154 2--' 4-Foyer Built-In 450 750 0.01 0.1 390.7 15 34 34 1- • 5-Existing House Built-In 450 750 0.01 0.1 575 132 790 790 7 Other Duets in System 1 Supply Main Trunk Built-In 550 600 0.01 0.1 588.6 212 1,040 1,040 18 Summary System 1 Heating Flow 212 I Cooling Flow: 1040 C:\Users\donovanuser\Documents\Energy Sheets\Borba Sargo Rd\Borba.rh9 Thursday, October 10, 2019, 3:02 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Borba Res Sargo Rd Jacksonville FL 32218 Page 6 Total Building Summary Loads 'Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 1 D-cb-o: Glazing-Double pane, operable window, clear, 90 762 0 4,428 4,428 metal frame with break, u-value 0.65, SHGC 0.67 11J: Door-Metal- Fiberglass Core 40.2 314 0 724 724 12E-Osw: Wall-Frame, R-19 insulation in 2 x 6 stud 547.8 483 0 797 797 cavity, no board insulation, siding finish, wood studs 12B-Osw: Wall-Frame, R-11 insulation in 2 x 4 stud 658 829 0 1,794 1,794 cavity, no board insulation, siding finish, wood studs 16B-30: Roof/Ceiling-Under Attic with Insulation on Attic 441 184 0 761 761 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 16B-19: Roof/Ceiling-Under Attic with Insulation on Attic 1090.1 694 0 2,884 2,884 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-19 insulation 22A-ph-c: Floor-Slab on grade, No edge insulation, no 168 2,965 0 0 0 insulation below floor, carpet covering, passive, heavy moist soil Subtotals for structure: 6,231 0 11,388 11,388 People: 4 800 920 1,720 Equipment: 0 5,600 5,600 Lighting: 0 0 0 Ductwork: 3,506 1,631 6,148 7,779 Infiltration: Winter CFM: 57, Summer CFM: 57 818 2,371 943 3,314 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 232 232 Total Building Load Totals: 10,555 4,802 25,231 30,033 Check Figures Total Building Supply CFM: 1,040 CFM Per Square ft.: 0.679 Square ft. of Room Area: 1,531 Square ft. Per Ton: 612 Volume(ft3): 12,249 Building Loads Total Heating Required Including Ventilation Air: 10,555 Btuh 10.555 MBH Total Sensible Gain: 25,231 Btuh 84 % Total Latent Gain: 4,802 Btuh 16 % Total Cooling Required Including Ventilation Air: 30,033 Btuh 2.50 Tons(Based On Sensible+ Latent) 1 Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\donovanuser\Documents\Energy Sheets\Borba Sargo Rd\Borba.rh9 Thursday, October 10, 2019, 3:02 PM • Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development, Inc. Home Energy Services -'\?1 Borba Res Sargo Rd Jacksonville.FL 32218 Page_7_ Building Pie Chart Infiltration 8% Floor 28% Ductwork 33% Roof 8% Wall 12% Door 3% Glass 7% AED Excursion 1% Roof 12% Infiltration 11% Wall 9% Ductwork 26% Glass 15% Door 2% People 6% Equipment 19% C:\Users\donovanuser\Documents\Energy Sheets\Borba Sargo Rd\Borba.rh9 Thursday, October 10, 2019, 3:02 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy ServicesIll Borba Res Sargo Rd Jacksonville.FL 32218 Page 8 System 1 Room Load Summary Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Bath 1 55 541 11 1-4 341 655 92 30 30 2 WICs 115 1,038 21 1-4 365 701 312 32 32 3 Kitchen 216 1,628 33 2-5 565 3,387 683 154 154 4 Foyer 55 725 15 1-4 391 750 156 34 34 5 Existing House 1,090 6,538 132 7-6 575 17,384 1,928 790 790 Duct Latent 409 Return Duct 86 2,353 1,221 System 1 total 1,531 10,555 212 25,231 4,802 1,040 1,040 System 1 Main Trunk Size: 18 in. Velocity: 589 ft./min Loss per 100 ft.: 0.050 in.wg Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons _Split Btuh Btuh Btuh Net Required: 2.50 84% / 16% 25,231 4,802 30,033 Actual: 2.85 75% /25% 25,650 8,550 34,200 I Equipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: N4H436CKG** N4H436CKG** Indoor Model: FEM4P36**AL+TXV Brand: TEMPSTAR TEMPSTAR Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8.2 HSPF 14 SEER Sound: 0 0 Capacity: 34,200 Btuh 34,200 Btuh Sensible Capacity: n/a 25,650 Btuh Latent Capacity: n/a 8,550 Btuh AHRI Reference No.: n/a 9613521 C:\Users\donovanuser\Documents\Energy Sheets\Borba Sargo Rd\Borba.rh9 Thursday, October 10, 2019, 3:02 PM FORM R405-2017 ~)FRIrF 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 ❑ 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) 10/10/2019 2:50:00 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Borba Res Sargo Rd Builder Name: Street: Sargo Road Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Borba Jurisdiction: 261100 Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing Addition 9. Wall Types(588.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame Wood,Exterior R=19.0 588.00 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of BedroomOedmis In Addition) 0(0) d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (439.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 439.00 ft2 6. Conditioned floor area above grade(ft2) 439 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(0.0 sqft.) Description Area a.Sup:Attic, Ret:System 1,AH:System 1 6 67.8 a. U-Factor: N/A ft2 SHGC: b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 34.2 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 34.2 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 0.000 ft. Area Weighted Average SHGC: 0.000 14.Hot water systems-None required /A 8. Floor Types (439.0 sqft.) Insulation Area a. Cap:000 EF:0.000 a.Slab-On-Grade Edge Insulation R=0.0 439.00 ft2 b. Conservation features b.N/A R= ft2 c.N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 11.47 PASS Glass/Floor Area: 0.000 Total Baseline Loads: 12.65 I hereby certify that the plans and specifications covered by Review of the plans and .0** -OLE Sr *4 this calculation are in ompliance with the Florida Energy specifications covered by this •'•ti r ,...0_,..,\ Code.Code. calculation indicates compliance : ��,, .: �; � with the Florida Energy Code. ��+++++, •-• •-.'= ,,. PREPARED BY: N1, 1 ff� I Before construction is completed a i a',' --._ DATE: 1 0/1 0/ 019 • this building will be inspected for 1 _' 0_ `s i compliance with Section 553.908 •••; • :DO Florida Statutes. • .4.. •''S I I hereby certify that this buildi , as des' ned,7-------- BUILDING .:�. • :with the Florida Energy Cod O ..OWNER/AGENT: OFFICIAL: / ' 'DATE: 10y/f/ DATE: _ c10-19 -1q - 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 5.90 ACH50(R402.4.1.2). 10/10/2019 2:50 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 4 1a ay 4 `' `q L x ''*".,.•t ` r;; "! s : ,?, ,,i,...,,,,',..;;;--..:-.0.4';;;-,„;4,--, -,. eF 'e t�, T.. � 't i : $ ce- . 4 �' k "' ... i}„ ,�' -_ , � ?K i �rra- � h �aT ,j� ars- :rt €tY`.�pa:.`; t .,.4 r• -' Y <-.._.�j 'n i "� + i3 v y g • .kt " w; '" ` e. • s :',40.-.%744.<7 . 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' t 'e : _` .. t „ P W`>*S •i.: F , r* ^,t t' 5 A- ,a• x as * >,ntY '..;.',17'.'.I.,.4.-, ro � . e y TM nY R++ ey *a "r � �. ` ki. • '. v ,,,-.,,,::,.,, t,,., S u.4^ M r vi °-?i'.'-'...7.',"::-r'',, yA ( } l £ -,i ''Al ^` ,Ks � t .` FQRM R4Q5-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Borba Res Sargo Rd Bedrooms: 0 Address Type: Street Address Building Type: User Conditioned Area: 439 Lot# Owner Name: Borba Total Stones: 1 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: Sargo Road Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233 New/Existing: Addition Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 439 3512 SPACES Number Name Area Volume Kitchen Occupants Bedrooms !Mil ID Finished Cooled Heated 1 System 1 439 3512 Yes 0 0 1 Yes Yes Yes FLOORS - -# Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio System 1 74 ft 0 439 ft2 ---- 0.4 0 0.6 ROOF Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Flat Composition shingles 447 ft2 36 ft2 Medium N 0.96 No 0.9 No 0 9.5 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 No attic Vented 300 441 ft2 N N CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) System 1 30 Blown 439 ft2 0.11 Wood 10/10/2019 2:50 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS V/ Adjacent Cavity Width Height Sheathing Framing Solar Below # Ornt To Wail Typo Space P-value Ft In Ft In Area R-Value Frartion Absor Grar+e% 1 N Exterior Frame-Wood System 1 19 6.5 0 8 0 52.0 ft2 0 0.19 0.8 0 2 W Exterior Frame-Wood System 1 19 8.5 0 8 0 68.0 ft2 0 0.19 0.8 0 3 N Exterior Frame-Wood System 1 19 13.5 0 8 0 108.0 ft2 0 0.19 0.8 0 4 S Exterior Frame-Wood System 1 19 3 0 8 0 24.0 ft2 0 0.19 0.8 0 5 E Exterior Frame-Wood System 1 19 12 0 8 0 96.0 ft2 0 0.19 0.8 0 6 N Exterior Frame-Wood System 1 19 19 0 8 0 152.0 ft2 0 0.19 0.8 0 7 E Exterior Frame-Wood System 1 19 11 0 8 0 88.0 ft2 0 0.19 0.8 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated System 1 None .4 3 6.7 20.1 ft2 2 E Insulated System 1 None .4 3 6.7 20.1 112 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .0003 345.5 18.96 35.67 .1129 5.9018 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/Replacem None HSPF:8.2 34.2 kBtu/hr 1 sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/Replacement for None SEER:14 34.2 kBtu/hr 1026 cfm 0.75 1 sys#1 SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF ft2 DUCTS / ----Supply--- Return Air CFM 25 CFM25 HVAC# V # Location R Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 67.8 ft2 System 1 17.95 ft Default Leakage System 1 (Default) (Default) 1 1 10/10/2019 2:50 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 4 FORM R4Q5-2017 INPUT SUMMARY CHECKLIST REPORT TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar A r Ma X Jun X Jul X Au X SepOct Nov Dec HeatinX Jan 'Xi Feb X Mar Apr L Maf Jun l Jul l AuSe ' ' Oct X}Nov X Dec VentingJan Feb X Mar X Apr [ Mayl Jun [ Jul [ Aug SepX Oct X1]Nov 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 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 System 1 10/10/2019 2:50 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 4 2017.EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX*= 91 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. Addition 12. Ducts, location&insulation level a) Supply ducts R 6.0 2. Single-family or multiple-family 2. Single-family b) Return ducts R 6.0 c)AHU location System 1 3. No. of units(if multiple-family) 3. 1 4. Number of bedrooms 4. 0 13. Cooling system: Capacity 34.2 a) Split system SEER 5. Is this a worst case?(yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 439 d) Room unit/PTAC EER e)Other 14.0 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.000 b) Solar Heat Gain Coefficient(SHGC) 7b. -1.000 14. Heating system: Capacity 34.2 c)Area 7c. 0.0 a) Split system heat pump HSPF b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient(SHGC) 8b. NA e)Gas furnace, LPG AFUE f)Other 8.20 9. Floor type, insulation level: a) Slab-on-grade(R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d)Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. 19.0 e) Dedicated heat pump with tank EF 2. Masonry(Insulation R-value) 10A2. f) Heat recovery unit HeatRec% B. Adjacent: g)Other 1. Wood frame (Insulation R-value) 10B1. 2. Masonry(Insulation R-value) 1082. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a)Ceiling fans a) Under attic 11a. 30.0 b) Cross ventilation No b) Single assembly 11b. c) Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation,through the above energy saving features which will be installed (or e ceeded) in t 's home before final inspection. Otherwise, a new EPL display card will be completed 'ased on in tailed cod: 0•mpliant features. Builder Signature: Date: 1P/P4//1 Address of New Home: Sargo Road City/FL Zip: Atlantic Beach, FL 32233 10/10/2019 2:50:12 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: Sargo Road Permit Number: Atlantic Beach , FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL n R401.3 Energy Performance Level(EPL)display card(Mandatory).The 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. nR402.4 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 enveldlbe 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. n 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. 1 f R402.4.3 Fenestration air IeakagtNindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot(2.6 L/s/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. 10/10/2019 2:50 PM EnergyGauge®USA 6.0.02(Rev. 1)- FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) fR402.4.4 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. nR402.4.5 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 Lis)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. n 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. nR403.3.2 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. n 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 manufacturer's air 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. nR403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. [1 R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) I I 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)Heated water 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. 10/10/2019 2:50 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) n 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 3 1/2 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. flR403.5.6.2 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. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 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 10/10/2019 2:50 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software 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. 1 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 111C403 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). n R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections 8403.10.1 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-tired 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. 10/10/2019 2:50 PM EnergyGauge°USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software 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. riR403.11 Portable spas(Mandatory�e energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS ni"—I 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(Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 10/10/2019 2:50 PM EnergyGauge®USA 6.0.02(Rev. 1)- FlaRes2017 FBC 6th Edition(2017) Compliant Software 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: Borba Res Sargo Rd Builder Name: Street: Sargo Road Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach, FL,32233 Permit Number: Owner: Borba Jurisdiction: 261100 Design Location: FL,Jacksonville U 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 insulation in any dropped ceiling/soffit Ceiling/attic the insulation and anygaps in the air barrier shall be sealed. g p 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 The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 Knee walls shall be sealed. 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 Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) 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 Where provided instead of floor insulation,insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace 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 cavities shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spams. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall 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 on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or 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 sprinklers sealed 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. 10/10/2019 2:50 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 261100 Permit if: Job Information Builder: Community: Lot: NA Address: Sargo Road City: Atlantic Beach State: FL Zip: 32233 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method O PRESCRIPTIVE METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g.(50 Pascals)in Climate Zones 1 and 2. O PERFORMANCE or ERI METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50)value,as shown on Form R405-2017(Performance)or R406-2017(ERI),section labeled as infiltration,sub-section ACH50. ACH(50)specified on Form R405-2017-Energy Calc(Performance)or R406-2017(ER!) 5.902 x 60 - 3512 = Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans PASS •Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R402.4.1.2 Testing.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 Statues.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 thecode 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,back draft 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. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification#: _ Issuing Authority: 10/10/2019 2:50:38 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 CertainTeed Technical Product Data SAINT-GOBAIN Commercial Roofing OFFICE COPY FLINTLASTIC® STA PLUS PREMIUM APP-MODIFIED BITUMEN VERSATILE POLYESTER MEMBRANE WITH SMOOTH SURFACE Product Product Use: Flintlastic STA Plus is designed for use as a robust base, interply or cap membrane Information (warranty may require coating) over various types of substrates for both new construction and reroofing installations. It is suitable for most low sloped roof decks and may be used for roof system flashings including wall treatments, base flashings and field flashings. Limitations: Flintlastic STA Plus is intended for torch application only and should not be exposed to adhesives or solvent-based materials. Rolls should be stored upright, off ground, completely protected from the weather. Roof decks shall be structurally sound, dry, smooth and meet or 13 exceed minimum requirements of the deck manufacturer, local code and CertainTeed. • Additional specifications and precautions are contained in the CertainTeed Commercial Roof Systems Specifications. Product Composition and Features: Flintlastic modified bitumen membranes are manufactured on state-of-the-art, dedicated roofing lines that were exclusively designed for the production of modified bitumen products. Flintlastic STA Plus is produced with a high performance, stress-resistant polyester mat that is impregnated and coated with a superior grade, modified bitumen compound. 4111.010 Roll Dimensions: 393/3" x 32' 10" Coverage: One square Approximate Weight: 98 lbs. per roll Top Surface: Fine sand, release agent Back Surface: Torchable polyethylene film Applicable Standards: Meets ASTM D6222, Grade S, Type I. Flintlastic STA Plus is approved by Underwriters Laboratories for use in various Class A, B and C roof assemblies, ICC-ES J (ESR-1388), Factory Mutual, Florida Building Code Statewide Approval (FL 2533), and Texas (� Department of Insurance (RC-47). LI /� Modified Bitumen Coating: Non oxidized (flux) asphalt, blended with various thermoplastic atactic (�`J polypropylene polymers and co-polymers. 0 Support Mat: High performance, stress-resistant polyester mat. [� rl Technical Test Description Test Method Results* r� Data Softening Point: ASTM D36 310°F `f Tensile Strength: ASTM D5147 @ 73.4 +1- 3.6°F MD/XD 105/90 lbs./in. (--2) 0 +/- 3.6°F MD/XD 141/118 lbs./in. Elongation: ASTM D5147 73.4 +/- 3.6°F MD/XD 60%/65% 0 +/- 3.6°F MD/XD 19%/23% Dimensional Stability: ASTM D5147 MD/XD 0.5%/0.3% Low Temperature Flex: ASTM D5147 Pass @ 8°F Compound Stability: ASTM D5147 250°F Thickness: ASTM D5147 4.5 mm (180 mils) :.) Tear Strength: ASTM D5147 ® 73.4 +/- 3.6°F MD/XD 130/105 lbs. rQ *NOTE: Published results are nominal production values confirmed by independent laboratory testing. Product Flintlastic modified bitumen roofing systems shall be applied in accordance with installation Application procedures contained in the CertainTeed Commercial Roof Systems Specifications. The following information is intended for general information purposes only and is not all-inclusive. Preparation: Substrates to receive a roof system shall be firmly attached, smooth, dry, clean and free of sharp projections and depressions. Substrates requiring priming shall be primed with asphalt primer such as CertainTeed's FlintPrime- and be allowed to completely dry. Substrates shall provide positive drainage. Roof shall be tapered to drains. Installation: Unless otherwise specified by CertainTeed, install one ply of GlasbaseTM or other CertainTeed-approved alternate base sheet lapping 2" on sides and 4" on ends. Base sheet shall be mechanically fastened to nailable substrates, and either solid or spot mopped in hot asphalt to non-nailable or insulated substrates as specified in the CertainTeed Commercial Roof Systems Specifications. Apply base sheet in such a manner to provide and maintain a minimum 6" offset between side and end laps of base ply and Flintlastic finishing membrane. Over the base ply, install one ply of Flintlastic STA Plus lapping 3" on sides and 6" on ends with end laps diagonally staggered not less than 3 feet apart. Side and end laps should be inspected to ensure a minimum 3/8" flow of modified compound has been achieved. Precautions:Cold weather applications require special handling to prevent damage to the rolls and to ensure satisfactory installation. Do not apply roofing systems over improperly prepared substrates or substrates that contain moisture. Follow all safety recommendations relating to the use and maintenance of liquid propane gas torches and equipment. Refer to the CertainTeed Commercial Roof Systems Specifications for additional safety information. Maintenance: Flintlastic Roof Systems do not require any additional maintenance beyond normal roof maintenance procedures. CertainTeed recommends regular roof maintenance and inspection to determine the condition of drains, flashings and other similar items, and to prolong the life expectancy of the roof system. Warranties CertainTeed offers Limited (product only) and No Dollar Limit(NDL, product and workmanship) warranties. Warranty type and duration is dependent on roof system configuration and contractor selection. Only CertainTeed Gold and Silver Star Contractors are eligible to apply for NDL warranties on specific roof projects. For more information, see CertainTeed Commercial Roof Systems Specifications or contact CertainTeed Commercial Roofing Technical Services. Technical CertainTeed provides technical assistance in the design, selection, specification and application Assistance and techniques for all CertainTeed Commercial Roof Systems. Architectural and field representatives are available for consultation within each region. For more information, contact CertainTeed Services Commercial Roofing Technical Services at 800-396-8134 x2. Caution: Torch application of this product may create a risk of fire, including smoldering fires. The Fire Hazard roofing applicator is solely responsible for ensuring and enforcing safe and proper application of CertainTeed's roofing products by competent and qualified personnel. Only properly trained roofing professionals are authorized to install this product. Never apply flame directly to combustible materials or allow the flame to enter into hidden or protected areas that may contain combustible materials. Follow all local code requirements. Have a Class A-B-C fire extinguisher available to each applicator. Thoroughly inspect the job site whenever torching equipment has been used. Be certain that all chances of a fire have been eliminated. Refer to the CertainTeed Commercial Roof Systems Specifications, Midwestern Roofing Contractors Association (MRCA) CERTA program, National LP Gas Association, National Roofing Contractors Association (NRCA), National Fire Protection Association (NFPA), and Asphalt Roofing Manufacturers Association (ARMA) for further information and safety recommendations. CertainTeed Corporation ROOFING • SIDING • TRIM • DECKING • RAILING • FENCE • GYPSUM • CEILINGS • INSULATION SAI NT-GOBAI N 20 Moores Road Malvern,PA 19355 Professional:800-233-8990 Consumer:800-782-8777 certainteed.com alnleeci .,lion.Printed in the USA,(ode No.COMM-016 1 WIND CRITERA WINESPEEEDVnom t 130 MPH WIN101 mph EXPOSURE CATEGORY g BUILDING ENCLOSURE CLASSIFICATION ENCLOSED RISK CATEGORY 11 BUILDING HEIGHT < 30' ROOF PITCH 4:12 ENDOW AND DOOR DP (C&C) PRESSURE EFFECTIVE WIND AREA WIND ZONE DESIGNATION (SQUARE FT) INTERIOR ZONE END ZONE 0 - 10 +18.2 -19.8 +18.2 -24.4 11 = 50 +16.3 -17.9 +16.3 -20.6 51 100 +15.5 -17.0 +15.5 -19.0 GARAGE DOOR (1) CAR 8'x7' +16.3 -17,9 (2) CAR 16'x7' +15.5 -17,0 WIND LOADING NOTES: 1. THE VALUES SHOWN ABOVE HAVE BEEN REDUCED PER ASD LOAD COMBINATION 0.6W. NO FURTHER REDUCTIONS SHALL BE PERMITTED 2. PLUS = PRESSURE AND MINUS = SUCTION. COMPONENT AND CLADDING ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE 3. DESIGN OF WINDOWS AND DOOR FASTENING TO WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AND SHALL MEET BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE 4. SEE SCHEMATIC BELOW FOR END ZONE LOCATIONS -_ BUILDING FOOT PRINT SHOWING END ZONES r hl; a a a'�, a DENOTES EDGE STRIP. v FM SEE C & C CHART ABOVE FOR 'a' DIMENSION END ZONE WIDTH 'a' _ FLOOR SHEATHING SCHEDULE FLOOR SHEATHING SP4CIFICATION I TYPICAL NAILING 23/32 T&G OSB OR PLYWOOD SHEATHING I TETRA GRIP .113x2%" @ 6" EDGE AND FIELD FLOOR SHEATHING[E 1, FLOOR SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION PERPENDICULAR TO THE SUPPORTS 2. PANEL EDGE BLOCKING IS NOT REQUIRED WALL SHEATHING SCHEDULE WALL SHEATHING SPECT CATION TYPICAL NAILING MIN. �fs", 24/16, APA ATED OSB OR 0.131 "x2Y" ® 6" O.C. EDGE, 12" O.C. FIELD, PLYWOOD STRUCTURAL L I SHEATHING 0.131"x2Y" ® 3" O.C. AT TOP AND BOT PLT 1. SHEATHING MAY B INSTALLED FOR FLEXIBLE OR BRITTLE FINISHES, 2. SHEATHING MUST BE FULL HEIGHT FROM BOTTOM PLATE TO UPPER PLY OF DOUBLE TOP PLATE. 3. SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY. 4. PANEL EDGE BLOCKING IS ONLY REQUIRED AT SHEAR WALLS AND WALLS WITH BRITTLE FINISH. BLOCKING SHALL BE FLATWISE 2x4 SPF#2 OR BETTER FASTENED EA END W/ (3) 10d TOE -NAILS, 5. AT SHEARWALLS, EDGE NAILING IS DECREASED TO 3" O.C., SEE PLAN FOR LOCATIONS ANCHORAGE 5/8"0x6" TITEN MG BUILDING CODE METAL STRAPPING AND CONNECTOR FASTENING SIMPSON LISP FASTENERS CONNECTOR FL# CONNECTOR FL# DESIGN CODE: 2017 ASCE FLORIDA BUILDING CODE - RESIDENTIAL 7-10 12-0.131x1'/1" METAL FLOOR AND ROOF DESIGN CRITERIA PA 1144 17239.13 FLOOR LOADING (Cd = 1.0) ROOF LOADING (Cd = 1.25) TOP CHORD DEAD 5/s"0x6" TITEN MG 12 PSF TOP CHORD DEAD 10 PSF (SHINGLES) TOP CHORD LIVE: BALCONIES60 ALL OTHER AREAS 0.113X2%" RING SHANK. PSF 40 PSF TOP CHORD LIVE 20 PSF BOTTOM CHORD DEAD 5 PSF BOTTOM CHORD LIVE: NO STORAGE LIMITED STORAGE STORAGE 10 PSF 20 PSF 30 PSF BOTTOM CHORD DEAD 5 BOTTOM CHORD LIVE 0 LIVE LOAD DEFLECTION 3" L 3VE 4MAX) LOAD DEFLECTION L 240 TOTAL DEFLECTION L/240 (0.7OTAL DEFLECTION L/180 WIND CRITERA WINESPEEEDVnom t 130 MPH WIN101 mph EXPOSURE CATEGORY g BUILDING ENCLOSURE CLASSIFICATION ENCLOSED RISK CATEGORY 11 BUILDING HEIGHT < 30' ROOF PITCH 4:12 ENDOW AND DOOR DP (C&C) PRESSURE EFFECTIVE WIND AREA WIND ZONE DESIGNATION (SQUARE FT) INTERIOR ZONE END ZONE 0 - 10 +18.2 -19.8 +18.2 -24.4 11 = 50 +16.3 -17.9 +16.3 -20.6 51 100 +15.5 -17.0 +15.5 -19.0 GARAGE DOOR (1) CAR 8'x7' +16.3 -17,9 (2) CAR 16'x7' +15.5 -17,0 WIND LOADING NOTES: 1. THE VALUES SHOWN ABOVE HAVE BEEN REDUCED PER ASD LOAD COMBINATION 0.6W. NO FURTHER REDUCTIONS SHALL BE PERMITTED 2. PLUS = PRESSURE AND MINUS = SUCTION. COMPONENT AND CLADDING ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE 3. DESIGN OF WINDOWS AND DOOR FASTENING TO WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AND SHALL MEET BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE 4. SEE SCHEMATIC BELOW FOR END ZONE LOCATIONS -_ BUILDING FOOT PRINT SHOWING END ZONES r hl; a a a'�, a DENOTES EDGE STRIP. v FM SEE C & C CHART ABOVE FOR 'a' DIMENSION END ZONE WIDTH 'a' _ FLOOR SHEATHING SCHEDULE FLOOR SHEATHING SP4CIFICATION I TYPICAL NAILING 23/32 T&G OSB OR PLYWOOD SHEATHING I TETRA GRIP .113x2%" @ 6" EDGE AND FIELD FLOOR SHEATHING[E 1, FLOOR SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION PERPENDICULAR TO THE SUPPORTS 2. PANEL EDGE BLOCKING IS NOT REQUIRED WALL SHEATHING SCHEDULE WALL SHEATHING SPECT CATION TYPICAL NAILING MIN. �fs", 24/16, APA ATED OSB OR 0.131 "x2Y" ® 6" O.C. EDGE, 12" O.C. FIELD, PLYWOOD STRUCTURAL L I SHEATHING 0.131"x2Y" ® 3" O.C. AT TOP AND BOT PLT 1. SHEATHING MAY B INSTALLED FOR FLEXIBLE OR BRITTLE FINISHES, 2. SHEATHING MUST BE FULL HEIGHT FROM BOTTOM PLATE TO UPPER PLY OF DOUBLE TOP PLATE. 3. SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY. 4. PANEL EDGE BLOCKING IS ONLY REQUIRED AT SHEAR WALLS AND WALLS WITH BRITTLE FINISH. BLOCKING SHALL BE FLATWISE 2x4 SPF#2 OR BETTER FASTENED EA END W/ (3) 10d TOE -NAILS, 5. AT SHEARWALLS, EDGE NAILING IS DECREASED TO 3" O.C., SEE PLAN FOR LOCATIONS SHINGLE ANCHORAGE 5/8"0x6" TITEN MG 0.113X23/" RING SHAM<. METAL STRAPPING AND CONNECTOR FASTENING SIMPSON LISP FASTENERS CONNECTOR FL# CONNECTOR FL# DIAMETER A35 10446.1 MPA1 17244.23 12-0.131x1'/1" METAL ABU44 10860.4 PA 1144 17239.13 12-0.162x2'/1" 0.131,I,, ASU66 10860.4 PAU66 17239.13 12-0.162x2/2" Z 5/s"0x6" TITEN MG CS16 10852.2 RS150 17244.27 11-0.148x3" EACH END 19/32" 32/16, APA RATED OSB OR PLYWOOD SHEATHING 0.113X2%" RING SHANK. DTT2Z 10441.1 DTB-TZ 17219.1 8-'/4"x1'/2" SDS FIELD. (4" O.C. WITHIN 1/2"x6" TITEN HD %-0 ROD EPDXIED 8' MIN H2.5A 10456.3 RT7 17236.11 5-0.131x 21/2" EA. END 3Y" H8 10446.13 RT8 17236.11 5-0.131x 2'/2" EA. END 3" HTS16 10456.6 HTW16 17244.8 8-0.148x1'/2" EA. END 3Y" HTS20 10456.6 HTW20 17244.8 12-0.148x1'/2" EA. END HTT5 11496.2 HTT5 17324.2 26-0.162x2'/1" LTT20B 11496.3 LSTA12 10456.7 LTT20B 17219.3 LST17244.8 10-0.148x2'/2" 6-0.148x3" EA END Fes- '/1"x6" TITEN HD MSTA24 10852.9 MST17244.18 9-0.1480" EA END MTS12 10456.8 MTW12 17244.8 7-10611/2" EA. END ABBREVIATIONS BM BEAM PSI POUNDS PER SQUARE INCH LUMBER BOT BOTTOM PSLT PARALLEL STR,lINND CMU CONCRETE MASONRY UNIT PT PRESSURE TREATED DBL DOUBLE SF SQUARE FOOT EA EACH SPF SPRUCE PINE F'UR LOW PINE EOR ENGINEER OF RECORD EQ EQUAL EXT EXTERIOR 7TR FTHREADED FBC FLORIDA BUILDING CODE FT FOOT WISE NOTED BOARD FTG FOOTING VERT VERTICAL HORIZ HORIZONTAL O.C. ON CENTER LVL LAMINATED VENEER LUMBER OSB ORIENTED STRAND MONO MONOLITHIC PERP PSF PERPENDICULAR POUNDS PER SQUARE FOOT ROOF SHEATHING SCHEDULE IFICATION P��7 _ SHINGLE 6 24/16, APA RATED OSB OR PLYWOOD SHEATHING 0.113X23/" RING SHAM<. ® 6" O.C. EDGE AND DIAMETER NAIL FIELD. (4" O.C. WITHIN 4' OF ROOF EDGE) METAL 15/32" 32/16, APA RATED OSB 8d COMMON 0.131,I,, OR PLYWOOD SHEATHING 3 0.113X2/" RING SHANK. ®6" O.C. EDGE AND Z (SEE NOTE 1 BELOW) FIELD. (4" O.C. WITHIN 4' OF ROOF EDGE) TILE 19/32" 32/16, APA RATED OSB OR PLYWOOD SHEATHING 0.113X2%" RING SHANK. ® 6" O.C. EDGE AND W (SEE NOTE 1 BELOW) FIELD. (4" O.C. WITHIN 4' OF ROOF EDGE) NOTE 1 -VERIFY WITH MANUFACTURER'S FLORIDA PRODUCT AIDPROVAL ## NAIL SIZE LEGEND DATE NAIL LENGTH DIAMETER NAIL LENGTH REVISIONS DIAMETER 8d COMMON 0.131,I,, OMMON 3"0.148" Z w 8d RING SHANK 2%" 0.113NG SHANK O 3" W 0.148" 10dx1Y" 1Y" 0.148" 12d COMMON ry 3Y" ZW�m 0.148" 10d 3" 0.131" 16d COMMON 3Y" 0.162" SYMBOLS LEGEND INTERIOR LOAD BEARING WALL BUILT-UP POST IN THE WALL DESIGNATES SHEARWALL. THE linj -- - HIDDEN LINE DESIGNATES SIDE OF __ __ WALL THE SHEARWALL SHEATHING (2)2X8-1/2 HEADER SIZE, JACK AND SW 3"/6,, TO BE APPLIED. 8d 0 3/6 KING ,STUD QUANTITY. DESIGNATES 8d COMMONS ® 3" O.C. EDGE & 6" O.C. "IN THE FIELD" GABLE: X -BRACE GENERAL NOTES ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: STRUCTURAL COMPONENTS SUCH AS THE FOOTINGS, BEAMS, COLUMNS, POST, STUDS, SHEATHING, ETC TO SUPPORT CODE SPE NOT DESIGNED INCLUDE PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED AND TRUSS -TO -TRUSS CONNECTION. ITEMS NOT DESIGNED ALSO INCLUDE ARCHITECTURAL FEATURESC SUCH D LOADS. ITEMS ROOFS, CORNICES, NON-STRUCTURAL FRAMING, WATERPROOFING, MECHANICAL OR ELECTRICAL SYSTEM, AS EYE BROW 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 PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO AVOIDEXCESSIVE STRESSES ANDR TO HOLD OTHER 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, D STRUCTURAL 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. MATERIALS AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS AND SAFETY REQMT'S. IONS. ALL WORK, THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK, FOR DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS SEE ARC DRAWINGS. DO NOT SCALE FOR DIMENSIONS NOT SHOWN ON DRAWINGS. SEND WRITTEN REQUEST FOR INFORMATION TO THE ARCHITECT FOR DIMENSIONS NOT PROVIDED, HITECTURAL 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 DR THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL& MECHANICAL. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. AWINGS, COORDINATE 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 B TEMPORARY SUPPORTS. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY REGULATIONS FOR ITS EMPLOYEES. RACING, SHORING, 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 SHA RESPONSIBILITY OF THE CONTRACTOR, THE CONDITION SHALL BE REPAIRED OR REPLACED AS DIRECTED. LL BE THE ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING, 1 WOOD FRAMING NATIONAL FOREST PRODUCTS ASSOCIATION, AF & PA NDS -05, WITH 2005 SUPPLEMENT, AND AF&PA SPECIAL DESIGN PROVISIONS FOR WIND & SEISMIC, SDPWS-05, 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 WHERE SPECIFICALLY SO DETAILED OR AS DIRECTED BY THE ENGINEER. PERMITTED EXCEPT EACH PIECE OF STRUCTURAL LUMBER, SHEATHING AND TIMBER SHALL BE MARKED WITH THE GRADE BY SUCH COMPETENT AND RELIABLE ORGANIZATION WHOSE REGULAR BUSINESS IS TO ESTABLISH LUMBER GRADES. UNLESS NOTED OTHERWISE, USE SPRUCE -PINE -FIR (SPF) OR SOUTHERN PINE (SYP), 19% MAX. MOISTURE CONTENT, AS FOLLOWS: SPRUCE PINE FIR #2 SPECIFICATIONS: Fb=775 PSI, FC(PARALLEL)= 1000 PSI, Fc= PERP =335 PSI F = _ PSI, E=1100 KSI SOUTHERN PINE #2 SPECIFICATIONS PER LATEST SOUTHERN FOREST PRODUCTS ASSOCIATION (SFPA) ( ) v 135 PSI, Ft -350 ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. ANY WOOD IN CONTACT WITH CONCRETE, MASONRY, OR SOIL, SHALL BE PRESSURE TREATED. ALL WOOD -TO- WOOD CONNECTIONS SHALL EMPLOY METAL ANCHORS. NO TOE OR END NAILING SHALL BE PERMITTED (UON), EXCEPT FOR AT TOP AND BOTTOM PLATESIN WALLS. METAL CONNECTORS SHALL BE FASTENED IN ACCORDANCE MANUFACTURER'S INSTRUCTIONS TO DEVELOP THE PUBLISHED CAPACITY. CE WITH TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES TO THE PIECE AND BE STARTED AT 1/3 THE NAIL LENGTH FROM THE END OF THE PIECE. MULTIPLE STUD PACK COLUMNS SHALL BE CONNECTED LATERALLY TO ONE ANOTHER PER DETAIL INDICATED HEREIN. TIMBER FASTENING SHALL BE PER FBC "MINIMUM FASTENING SCHEDULE" UNLESS NOTED AS GREATER ON DRAWINGS. ROUGH HARDWARE, JOIST APPROVED EQUAL. THE MAXIMUM SIZE AND NUMBER OF FASTENERS SPECIFIED BY THE MANUFACTURER SHALL BE USED UNLESS NOTED OTHERWISE HANGERS, STRAPS, HOEDOWNS, ETC. SHALL BE MANUFACTURED BY "SIMPSON STRONG -TIE" COMPANY OR BLOCKING AND FIREST_OPPING TO BE INSTALLED AS REQUIRED TO SUPPORT ALL ITEMS OF FINISH SUCH AS BULKHEADS AND BUCKS. PROVIDE FIREBLOCKING TO CUT OFFALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND CEILING AND FLOOR AREAS (AS REQUIRED BY BUILDING OFFICIAL AND ARCHITECT). HORIZONTAL, BETWEEN FOUNDATIONS: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE CLAY SOILS. SOIILM VERIFY SUITABLE BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. (CLAY) COMPACTION AND FILL SHALL SHALLOW FOUNDATIONS BEARING 12" BELOW GRADE. ALLOWABLE BEARING PRESSURE = 2,000 PSF FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT THE STRUCTURAL ENGINEER. S FROM THE FOUNDATION 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 CONTINUO 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. SP US FOOTINGS PROVIDE #4 PERMITTED, SHALL BE 48 BAR DIAMETERS SPLICES IN REINFORCING, WHERE WHERE FILL IS REQUIRED, IT SHALL BE PLACED IN ACCORDANCE WITH INSTRUCTIONS OF THE PROJECT GEOTECHNICAL ENGINEER TO MAINTAIN DESIGN BEARING PRESSURE, CONCRETE SLABS ON GRADE: CONCRETE SLABS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. SLABS SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. AND SEALED OVER CLEAN, COMPACTED EARTH CONCRETE SLAB "CONTROL JOINTS" 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 INTERIOR SLAB CONTROL JOINTS, UNLESS NOTED E OF 2 TO 1.. OTHERWISE, SHALL BE 15'-0" (MAX.) IN EACH DIRECTION. LOCATION OF CONTROL JOINTS SHALL BE LOCATED SUCH THAT THE AREA CONTAINED IS 300 SQUARE FEET MAX., WITH A MAXIMUM RATIO OF LONG TO SHORT SID EPDXY ANCHORS IN CONCRETE: ADHESIVE FOR REINFORCING DOWELS IN EXISTING CONCRETE SHALL BE EITHER THE HIT HY150 MAX INJECTION ADHESIVE SUPPLIED BY HILTI FASTENING SYSTEMS, EPDXY-TIE SET EPDXY ADHESI SIMPSON STRONGTIE COMPANY, POWER -FAST EPDXY INJECTION GEL SUPPLIED BY POWERS FASTENERS, EPCON G5 EPDXY ADHESIVE SUPPLIED BY ITW RAMSET/RED HEAD OR APPROVED EQUAL. VMIN.UEMBEDMENT LENGTH SHALL BE 12 BAR DIAMETERS, UNLESS NOTED OTHERWISE. PRE-ENGINEERFEWOOD FLOOR AND ROOF TRUSSES: "GANG -NAIL" PRE-ENGINEERED WOOD TRUSSES ARE TO BE CONSTRUCTED WITH METAL PLATE CONNECTORS AND DESIGNED BY A DELEGATED ENGINEER. TRUSSES SHALL COMPLY DESIGN CALCULATIONS AND SHOP DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER (CONTRACTED BY TRUSS MANUFACTURER) FOR REVIEW PRIOR TO FABRICATION. WITH NEPA, TPI, AND AITC 100. THE TRUSS MANUFACTURER SHALL PROVIDE PROVIDE ALL REQUIRED BLOCKING AND BRACING REQUIRED BY THE MANUFACTURER FOR CONSTRUCTION AND ERECTION IN ADDITION TO BLOCKING SHOWN ON THE STRUCTURAL DETAILS, MEMBERS OF A COMPLETED TRUSS ARE N CUT. THE DESIGN SHALL ACCOUNT FOR ALL UNIFORM LOADS AND EQUIPMENT LOADS. CONTACT THE STRUCTURAL ENGINEER FOR UNIFORM LOADING AND REQUIREMENTS IF REQUIRED. EVER TO BE NOTCHED OR CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. PRE-ENGINEERED WOOD TRUSSES SHALL BE BRACED IN ACCORDANCE WITH TRUSS PLATE INSTITUT ' " AND BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91" AND " BUILDING COMPONENT SAFETY INFORMATION BOOKLET BCSI 1-03" AND RELATED SUMMARY SHEETS. E S HANDLING, INSTALLING GENERAL CONTRACTOR SHALL NOT CUT OR ALTER ANY TRUSS MEMBER. FLOOR TRUSSES SHALL CONNECT TO BEARING WALLS WITH A MINIMUM OF (2)-16d TOENAILS. FLOOR TRUSSES SHALL CONNECT TO BEAMS AT FLUSH CONDITIONS WITH SIMPSON HANGERS AS SPECIFIED BY TRUSS DESIGNER. OCT 14 =19 Building Cit\( Of Atla tuc J Ll kv, kkx, I - 1 W-4 `\��illllll urrrrr.�i 1 61 D� STAt of ORION. ��rrrrrnit�s�� 09.10.19 Christopher I Sabourin PE FL PE#71461 PLAN NAME 40R4A SSE No. 19-0249 ISSUE DATE PERMIT 09.10.19 0 REVISIONS DATE LD Z w Q � j 10� 0 LL LD Z w Q � j O U W W z 0 ry < ZW�m Lli Lu r)l U Jo�gcQnZ Fes- 0�0 � l - U Q F_ V) FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERWG OR INSPECTION FEES, SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O,R DESIGN CRITERIA AND GENERAL NOTES SHEET 50.0 FOOTING SCHED�LE AND NOTES SYMBOLS LEGEND 1. THIS FOUNDATION PLANONLY CONVEYS STRUCTURAL INFO. RELATED TO THEE DESIGNATES FOOLING LINE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS DESIGNATES SAWCUT LINE STEP HEIGHTS, ECT., SEE ARCH. PLAN, ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. INTERIOR LOAD BEARING WALL 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. DESIGNATES SLAP RECESS 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. ---- BEAM OR TRUSS, SEE PLAN CONCRETE SLAB w/ FIBERN 1.5 LBS/CU.YD. OF CONCR 6x6 W1.4xW1.4 WWF ON 6MIL BARRIER IN PREPARED MATCH w/ EXISTING ELE PROVIDE SAW CUTS PE 4/S1.01, BUILDER TO COORDINATE WITH FINIS FLOOR MATERIAL. 6X6 P.T. SYP#2 EMBEDDI CONCRETE PIEF DETAIL 3 INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL' EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, CONNECT NEW FOOTING TO EXISTING FOOTING FOUNDATION PLAN_ SCALE: 1/4" = 1'-0" Ll J 0 2 §z _j� ��-Lu =vinw Wr�U NO Qom? ��ra U -)w U HER ✓ �''�% s% 71 61 y= rATf OF �ORiD>*.•�,�c�`�• f�t/111111111�� 09.10.19 Christopher I Sabourin PE FL PE#71461 PLAN NAME BORBA SSE No, 19-0249 ISSUE DATE PERMIT 09.10.19 REVISIONS DATE rl 0 LL LD Z W D L'JL LUQ LLJ wwOU ZD Q Zw�m LLJ w ce U �mcQnZ In/ 'pCD Q , U Q :D r/ FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING �s DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. FOUNDATION PLAN a DETAILS SHEET SILO SHEET 9 OF R TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. MONOLITHIC EDGE FOOTING SCALE: 3/4" = 1'-0" 3/4" DEEP SAWCUT w/ ELASTOMERIC SEALANT SLAB ON GRADE, SEE PLAN NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. SAWCUT DETAIL SCALE: 3/4" = 1'-0" 4" CONCRETE SLAB w/ FIBERMESH (2) 1.5 LBS/CU.YD. OF CONCRETE OR 6x6 W1.4xW1.4 WWF ON 6MIL. VAPOR BARRIER IN PREPARED GRADE. Li c� 0 �\ CLEAN COMPACTED FILL POST PER PLAN CONCRETE STEPS a DRILL 4" AND EPDXY 1—#3x24" —_ 20R10 C.(TYP) TDOWEL BARS ® o cfl m e.. a I r� jSLAB ON II GRADE, i/' SEE PLAN. ` a r. 00 j� 6x6—W1.4xW1.4 WELDED WIRE FABRIC NEW SLAB JOINING EXISTING MONOLITHIC SCALE: 3/4"=l'—O" N THICKENED EDGE w/ 1—#5 CONT. 1#5 CONT. THICKENED SLAB AT GARAGE SCALE: 3/4" = 1'-0" 21-0110 EMBEDDED POST DETAIL SCALE: 3/4" = 1'-0" IM WRAP PORTION OF POST EMBEDDED BELOW GRADE W/ SELF—ADHESIVE RUBBERIZED ASPHALTIC WATERPROOFING MEMBRANE SLAB ON GRADE 24"Ox36" LONG CONCRETE PIER 2—#5x16" REBAR DRILLED THROUGH POST PROVIDE 6" OF GRAVEL FOR DRAINAGE J LD 09z mj 0 22 0� SLAB ON WN u Z 2 Vw Lu Frm m [5 5 zA " GRADE, z X 00 ° '4 4 SEE PLAN. Z W L'JL < 7 w C14a°. O \/ ALT. FOOTING AT Zpa/Q BUILDERS DISCRETION. Zw Lf) #3 © 48" 0. C. QE w �m � ROD CHAIRS (TYP.) m < 12" 1—STORY, w/(2)#4 CONT. MONOLITHIC EDGE FOOTING SCALE: 3/4" = 1'-0" 3/4" DEEP SAWCUT w/ ELASTOMERIC SEALANT SLAB ON GRADE, SEE PLAN NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. SAWCUT DETAIL SCALE: 3/4" = 1'-0" 4" CONCRETE SLAB w/ FIBERMESH (2) 1.5 LBS/CU.YD. OF CONCRETE OR 6x6 W1.4xW1.4 WWF ON 6MIL. VAPOR BARRIER IN PREPARED GRADE. Li c� 0 �\ CLEAN COMPACTED FILL POST PER PLAN CONCRETE STEPS a DRILL 4" AND EPDXY 1—#3x24" —_ 20R10 C.(TYP) TDOWEL BARS ® o cfl m e.. a I r� jSLAB ON II GRADE, i/' SEE PLAN. ` a r. 00 j� 6x6—W1.4xW1.4 WELDED WIRE FABRIC NEW SLAB JOINING EXISTING MONOLITHIC SCALE: 3/4"=l'—O" N THICKENED EDGE w/ 1—#5 CONT. 1#5 CONT. THICKENED SLAB AT GARAGE SCALE: 3/4" = 1'-0" 21-0110 EMBEDDED POST DETAIL SCALE: 3/4" = 1'-0" IM WRAP PORTION OF POST EMBEDDED BELOW GRADE W/ SELF—ADHESIVE RUBBERIZED ASPHALTIC WATERPROOFING MEMBRANE SLAB ON GRADE 24"Ox36" LONG CONCRETE PIER 2—#5x16" REBAR DRILLED THROUGH POST PROVIDE 6" OF GRAVEL FOR DRAINAGE J LD 09z mj 0 22 0� ' WN u Z 2 Vw Lu Frm m [5 5 zA g Ul) W u Oil 'v-;; �e��inlntlr�� N 7 4 *r a — „p °. STATE OF 09.10.19 Christopher J Sabourin PE FL PE#71461 PLAN NAME liOR13A SSE No, 19-0249 ISSUE DATE PERMIT 09.10.19 REVISIONS DATE Z W L'JL < 7 FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES, SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E,O.R. FOUNDATION DETAILS SHEET S1601 SHEET 1 OF R LL Z W L'JL < 7 w W O U Zpa/Q Zw Lf) Lu w �m � U m < �- qJ cn Z O � J m � U Q FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES, SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E,O.R. FOUNDATION DETAILS SHEET S1601 SHEET 1 OF R INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDII`IG ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. SHE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INF,-)RMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY FAL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNNG NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES TH� T MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING�STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. c L In 111 cl N C4 N :q NI IN III NI t ;III NI N E c; NIII BOTTOM OF BEAM IS ® Illi �J N ;III 10' ABOVE SLAB Ill; c� i ! III III � iia ! Fmi III 111 NI 111 N c� X { T- 04 ! CV N 111 III 14 111 III 2 2X12 6X6 P EMBEC CONCF DETAIL STRAP BEAM 2x4 ® 16" O.C. r, .. I ,... , — , .... . WALL FRAMING PLAN SCALE: 1/4" = 1'-0" SPF#2 STUD 16" O.C. ASTEN END STUD TO ASONRY w/1 /4"x3" APCONS ® 48" O.C. TEN END STUD TO 3ONRY w/1 /4"x3" CONS © 48" O.C. SYMBOLS LEGEND INTERIOR BEARING WALL, DESIGNATES SHEARWALL, THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. SW NAIUNGs 8d 0 j DESIGNATES 8d COMMONS 0 Bd03"/6' 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE NUMBER OF PLY'S OF (2)2x8-1/2 HEADER, HEADER SIZE, STUDSN EDEDFORHDER OPENING. BEAM OR TRUSS, SEE PLAN ANCHOR LEGEND A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 5/S2.0 X5A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 5/S2.0 A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 5/S2.0 (&5%" A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 5/S2.0 - SIMPSON HTT5 SEE DETAIL 2/S2.1 • SIMPSON DTT2Z SEE DETAIL 2/S2.1 SIMPSON LTT20B SEE DETAIL 2/S2.1 WALL STUD SCHEDULE LOCATION PLATE STUD SIZE HEIGHT & SPACING EXTERIOR 9.-1., 2x4 SPF#2 0 16" O.C. MAX EXTERIOR 101-1 2x6 SPF#2 0 16" O.C. MAX 2x4 SPF#2 0 12" O.C. EXTERIOR 10'-1 TO 2x6 SPF#2 0 16" O.C. 14'-0' INTERIOR 10,-. M " AX2x4 SPF#2 0 16" O.C. INTERIOR 12'-0" 2x6 SPF#2 0 16" O.C. QC MAX 2x4 SPF#2 0 12" O.C. sm 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 0 16" O.C. MINIMUM, SEE 2/S2.0 FOR ADDITIONAL ANCHORS AT SHEARWALLS GENERAL NOTES 1. SEE DETAIL 2/S2.0 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&5/S2.1 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2/S2.0 J U'' 2 z o Ow�i�� z COUW I In QuZ� V)In8� Lf) W 5 _ U 09.10.19 Christopher I Sahourin PE FL PE#71461 PLAN NAME BORBA SSE No, 19-0249 ISSUE DATE PERMIT 09.10.19 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES, SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E,O.R. WALL FRAMING PLAN SHEET S1.1 SI•IFFT d nr S2 LL LD Z W LL LUQ U wwO z Q ZW�m LLJ w�r/U JQ m to Z O "o J m � U Q FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES, SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E,O.R. WALL FRAMING PLAN SHEET S1.1 SI•IFFT d nr S2 INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN G STAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4X4 POST w/ klr)TnU DACTC•D AKIn TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES 1. STRAP ROOF RAFTERS AND TRUSS TO BEARING WITH 2-12d TOENAILS & 1—SIMPSON H3 UPLIFT STRAP UNLESS OTHERWISE NOTED v"r\1vt 1 LI \ 1 Lrll It SCHEMATIC SECTION • 1.5. SCALE: 1/4" = l'-0" i 2X6 ROOF RAFTERS ® 24" 0. C. k. SYMBOLS � ,EGEND SDW15600 DESIGNATF-- UPLIFT CONNECTION, 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 IQ 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 PLAT FROM EACH OTHER. 4 J („)' C)gz u m�w�=u1�Lu UZN u6NO uZ��un (n uj = 1 `; :��,� .•��C•E•j�SF•. OG% N .71461 ••; AT F NA�-��`'� �"N' llllltll��` 09,10,19 Christopher I Sahourin PE FL PE#71461 PLAN NAME DORBA SSE N0. 19-0249 ISSUE DATE PERMIT 09.10.19 0 REVISIONS DATE Z W CJL LLJ O U F_ FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES, SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E,O.R ROOF FRAMING PLAN SHEET S1.2 SHFFT Fi f1F Q 0 LL Z W CJL LLJ O U w w z ce < ZW�°o wry rvU JoQO up) Z CD co %t U Q F_ FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES, SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E,O.R ROOF FRAMING PLAN SHEET S1.2 SHFFT Fi f1F Q SYP#2 DBL. TOP PLATE ------ ---- I I I I I I I SEE DETAIL 4/S2.0. BLOCKING AT ALL SHEATHING JOINTS: 2x6 FLAT WISE. FASTEN EACH END WITH 2-10d TOENAILS, ONLY REQUIRED AT SHEATHING JOINTS FOR EXTERIOR WALLS AND SHEARWALLS (5)12d WALL SHEATHING SEE DETAILS ON S1.01 ---- ---- I I I I I I I I I I L -------------I TYP. WALL SECTIONS SCALE: 3/4" = V-0" T\II"11 ^ A I 1.1 A I 1 r -M A i AIL 1^ L 1 /1 Tr e%. 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS.. 2. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL TOP HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS Wish • � _ � - - ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END 4 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS ek 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS 4 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS 4 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. 2x_ SPF T&B w/ (6)12d TOE NAILS TOP & BOT. A4 , KING & 1 JACKS is PER PLAN A SIMPSON LTP4 ON INSIDE FACE, IF NO JACK STUD BOX BEAM BETWEEN WINDOWS IN TWO STORY FRAMING WINDOW HEAD AND SILL FRAMING SCALE: 3/4" = V-0" TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6 2 8 - 5 NAILS TYPICAL STUD NAILING; x 2x10, 2x12 = (7) NAILS 0.131x3" END NAILS: 9" LVL, 11" LVL = (7) NAILS (2) 0 2x4, 14" LVL, 16" LVL = (9) NAILS (3) 0 2x6, (4) 0 2x8. FULL HEIGHT ANCHOR 6"MAX.I EITHER SIDE OF PLATE HEIGHT CHANGE 2x -BLOCKING ONLY REQUIRED IF SHEARWALL SIMPSON H2.5T OR LSTA12 STRAP FOLDED OVER TOPPLATE FASTEN LOWER STUD TO TALLER STUD w/ 2 -ROWS OF 10d COMS 0 12" O.C. 0.131x3" TOE NAILS: (3) 0 2x4, (4) 0 2x6, (5) 0 2x8. PT. SYP#2 SOLE PLATE -� WALL FRSWING AT PLATE CHANGE CONDITION TYP. WALL SECTIONS SCALE: 3/4" = 1'-0" KING & JACK STUDS SEE PLAN SYP#2 HEADER, PER PLAN OPENING WHERE ANCHOR IS SPECIFIED ON CONVENTIONALLY STRAP CONVENTIONALLY STRAP PLAN ADJ. TO GIRDER BEAM WHERE MAX. ANCHOR WHERE MAX. ANCHOR LOCATE ANCHOR WITHIN SPACING IS EXCEEDED SPACING IS EXCEEDS 6" OF POST. I I I I I II I I I I I I I I I POST, PER I I I I I I I I I PLAN i I I I I I I I MAXIMUM SPACING i I i I ii I SEE THREADED ROD I I I I I I I SPECIFICATIONS ON I i I I I I I SOLID BLOCKING I PLAN I I I I I I I WITHIN FLOOR I I I I I I I (TYP) I ( I I II I I 1 --�-- ---- --I-- I-------I--------a-------� I I I 'FLOORI 4S OR JOIST I I I _ I I I I I -X—---I--I+---------r-------E (TYP) i I iZ I I I I HEADER, I YPICA 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 II I I I I II I I I POST TO i I MATCH I i I I i POST ABOVE I II I I I i I I I I I I 1 1 1 I I I I I I I I I I I I I I 1 I INSTALL 1 - STORY THREADED RODS 6"MAX. FROM WHERE 2 -STORY RODS CANNOT BE INSTALLED KING STUD FULL HEIGHT ANCHOR PLACEMENT DIAGRAM FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM I SCALE: N.T.S III II—END FASTENER I l HEAD OFL SILL, PLATE;) SEE SCHEDULE ROUGH OPN'G, SEE ARCH. SYP#2 DBL. TOP PLATE RAISED HEADER ARCHED TRANSOM OPTION SEE RIGHT WINDOW SILL SEE SCHEDULE 3/S2.0 FOR SILL SIZE AND CONNECTION EACH END '-0" MIN. SPLICE LENG / (16) 0.131x3" NAILS EVENLY SPACED SYP#2 HEADER, PER PLAN (2)12d TOE NAILS E.E. (MIN) FULL HEIGHT ANCHOR, SEE PLAN FOR SIZE AND LOCATION 4'-0" MIN. MAX. MIN. FROM SOLE PLATE BREAK TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 0 12" O.C. STAGGERED. DROPPED HEADER SYP#2 HEADER, PER PLANS WINDOW SILL SEE SCHEDULE 3/S2.0 FOR SILL SIZE AND CONNECTION EACH END IRMlIZIAllt ROOF RAFTER PER PLAN CEILING JOISTS PER PLAN. -j (8)10d FACE NAILS ROOF TRUSS CONNECTION FULL HT ANCHOR TERMINATES AT UPPERMOST TOP PLATE WASHER w/ NUT AND WASHER 0 UPLIFT DOUBLE TOP CONNECTOR PLATE SEE PLAN FULL HEIGHT THREADED ROD SEE PLAN SOLE PLATE ANCHORS 12d @ 8" O.C. A (TYP) © SHEATHING LCONT. AT Q GIRT/VERT EMBEDMENT DEPTH JOINT. 3/8 2x SPF RIPPED '/2 "o TO FIT ARCH. 411 DEPTH REQ'D. SECTION A -A (6)12d TOE NAILS TOP & BOT. A4 , KING & 1 JACKS is PER PLAN A SIMPSON LTP4 ON INSIDE FACE, IF NO JACK STUD BOX BEAM BETWEEN WINDOWS IN TWO STORY FRAMING WINDOW HEAD AND SILL FRAMING SCALE: 3/4" = V-0" TYPICAL HEADER NAILING 0.131X3" TOE NAILS 2X6 2 8 - 5 NAILS TYPICAL STUD NAILING; x 2x10, 2x12 = (7) NAILS 0.131x3" END NAILS: 9" LVL, 11" LVL = (7) NAILS (2) 0 2x4, 14" LVL, 16" LVL = (9) NAILS (3) 0 2x6, (4) 0 2x8. FULL HEIGHT ANCHOR 6"MAX.I EITHER SIDE OF PLATE HEIGHT CHANGE 2x -BLOCKING ONLY REQUIRED IF SHEARWALL SIMPSON H2.5T OR LSTA12 STRAP FOLDED OVER TOPPLATE FASTEN LOWER STUD TO TALLER STUD w/ 2 -ROWS OF 10d COMS 0 12" O.C. 0.131x3" TOE NAILS: (3) 0 2x4, (4) 0 2x6, (5) 0 2x8. PT. SYP#2 SOLE PLATE -� WALL FRSWING AT PLATE CHANGE CONDITION TYP. WALL SECTIONS SCALE: 3/4" = 1'-0" KING & JACK STUDS SEE PLAN SYP#2 HEADER, PER PLAN OPENING WHERE ANCHOR IS SPECIFIED ON CONVENTIONALLY STRAP CONVENTIONALLY STRAP PLAN ADJ. TO GIRDER BEAM WHERE MAX. ANCHOR WHERE MAX. ANCHOR LOCATE ANCHOR WITHIN SPACING IS EXCEEDED SPACING IS EXCEEDS 6" OF POST. I I I I I II I I I I I I I I I POST, PER I I I I I I I I I PLAN i I I I I I I I MAXIMUM SPACING i I i I ii I SEE THREADED ROD I I I I I I I SPECIFICATIONS ON I i I I I I I SOLID BLOCKING I PLAN I I I I I I I WITHIN FLOOR I I I I I I I (TYP) I ( I I II I I 1 --�-- ---- --I-- I-------I--------a-------� I I I 'FLOORI 4S OR JOIST I I I _ I I I I I -X—---I--I+---------r-------E (TYP) i I iZ I I I I HEADER, I YPICA 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 II I I I I II I I I POST TO i I MATCH I i I I i POST ABOVE I II I I I i I I I I I I 1 1 1 I I I I I I I I I I I I I I 1 I INSTALL 1 - STORY THREADED RODS 6"MAX. FROM WHERE 2 -STORY RODS CANNOT BE INSTALLED KING STUD FULL HEIGHT ANCHOR PLACEMENT DIAGRAM FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM I SCALE: N.T.S III II—END FASTENER I l HEAD OFL SILL, PLATE;) SEE SCHEDULE ROUGH OPN'G, SEE ARCH. SYP#2 DBL. TOP PLATE RAISED HEADER ARCHED TRANSOM OPTION SEE RIGHT WINDOW SILL SEE SCHEDULE 3/S2.0 FOR SILL SIZE AND CONNECTION EACH END '-0" MIN. SPLICE LENG / (16) 0.131x3" NAILS EVENLY SPACED SYP#2 HEADER, PER PLAN (2)12d TOE NAILS E.E. (MIN) FULL HEIGHT ANCHOR, SEE PLAN FOR SIZE AND LOCATION 4'-0" MIN. MAX. MIN. FROM SOLE PLATE BREAK TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 0 12" O.C. STAGGERED. DROPPED HEADER SYP#2 HEADER, PER PLANS WINDOW SILL SEE SCHEDULE 3/S2.0 FOR SILL SIZE AND CONNECTION EACH END IRMlIZIAllt ROOF RAFTER PER PLAN CEILING JOISTS PER PLAN. -j (8)10d FACE NAILS ROOF TRUSS CONNECTION FULL HT ANCHOR TERMINATES AT UPPERMOST TOP PLATE WASHER w/ NUT AND WASHER 0 UPLIFT DOUBLE TOP CONNECTOR PLATE SEE PLAN FULL HEIGHT THREADED ROD SEE PLAN SOLE PLATE ANCHORS STEEL COUPLER A C © E PER SCHEDULE ON PLAN. (OPTIONAL, LOCATE WASHER SPEC, EMBEDMENT DEPTH EDGE DISTANCE 3/8 14"o '/2 "o AS NEEDED) 411 411 2" 311 1/2 5/a'10 9/18 "o 3x3x'//� 11 611 FLOOR SEE TABLE: AT RIGHT 5/8 3/4"O FRAMING FOR EPDXY EMBEDMENT 1011 2Y21, 311 J AND EDGE DISTANCE. FULL HEIGHT STEM FOUNDATION, Z � 'p0 Q PER PLAN. cc THREADED ROD U Q SEE PLAN EMBEDMENT DEPTH FULL HEIGHT WALL ANCHOR SECTION ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING FASTENED w/ 3-0.131%3" 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: THREADED ROD ANCHOR DRILLED & EPDXY w/2"O x PLATE WASHER, SEE SCHEDULE AT RIGHT UPLIFT CONNECTOR AND (2)12d TOENAILS EACH SIDE OF RAFTER. 2x- -"-BLOCKING. D I A n ,0 PLAN V�\V SOLE FULL HT. DOUBLE FULL HT. PLATE ANCHOR TOP PLATE. ANCHOR WALL STUD An OR POST. ELEVATION 0 A FULL HT. ANCHOR AT TOP PLATE FULL HEIGHT ANCHOR INSTALLATION CHART THREADED ROD 0 A C © E F WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC, EMBEDMENT DEPTH EDGE DISTANCE 3/8 14"o '/2 "o 2x2x,/811 411 411 2" 311 1/2 5/a'10 9/18 "o 3x3x'//� 11 611 611 2Y2" 311 5/8 3/4"O 3/4'1 3x3x1/4'1 1011 1011 2Y21, 311 J MONO STEM MONO STEM AT TWO STORY CONDITIONS, PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS & JACK STUDS BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION SOLE PLATE ANCHOR SCHEDULE THREADED ROD 0 EXT. WALL SPACING SHEARWALLS SPACING WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 40" 16" 2x2x�/8" 3�/2" 1 3/4" 1/2 48" 24" 2x2xl/8" 31/2" 1 3/4>, MASA 48" 24" N/A N/A N/A FULL HEIGHT ANCHORING SPECIFICATIONS ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSfST OF"� 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 36" 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 X" 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 09.10.19 Christopher J Sahourin PE FL PE#71461 PLAN NAME BORBA SSE No. 19-0249 ISSUE DATE PERMIT 09.10.19 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES, SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E,O.R. TYPICAL WOOD FRAME DETAILS SHEET S2.0 SHEET 6 OF R 0 LL ILD Z W LJL LU Q 2 w w OU Zp�Q C uj 00 w��U J m In Z � 'p0 Q cc U Q FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES, SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E,O.R. TYPICAL WOOD FRAME DETAILS SHEET S2.0 SHEET 6 OF R NOTES: OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 1. 2. DENOTES 3"x0.131" GUN NAILS 0 6" O.C. VERTICAL 3. S DENOTES FULL HEIGHT ANCHOR, SEE PLAN 4. e DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE WwOU OPTIONS ARE SHOWN LOCATE FULL HEIGHT ANCHOR ON SIDE OF CORNER WHERE UPPER 2x4 BLOCKING TOP PLATE OVER LAPS 024" O.C. FASTEN EACH END w/3 -10d i�- TOENAILS STUD BELOW LOWER TOP PLATE AT BREAK OVER LAP DOUBLE TOP PLATES ORTHOGONAL VIEW OF CORNER • 4-10d 1 I COMMONS WALL INTERSECTION CONDITIONS FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS SCALE: 3/4" = 1'-0" 2 ROWS 1 O 2 PLY 2x— 00 12" O.C. EA. SIDE. CL N 2—ROWS 10d 8" O.C. STAGGERED N � u , 3 ROWS 1 O 3 PLY 2x— NAI ® 12" O.C. EA. SIDE. 1'/4" CSA 2x6 V/2 " @ 2x8 N 11/2 2 2—ROWS 10d ® 6" O.C. STAGGERED AILING PATTERN ADD 3rd 2x- 2x— SECTION VIEW 2x- BUILT - UP MEMBER FASTENING SCALE: N.T.S. SIMPSON HTTS OR HDU5. FASTEN 26-10d COMONS MIN 9 PLY KITTS or HDU5 EADED OXIED TD T2Z MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12- 0.131 x3" GUN NAILS SIMPSON DTT2Z w/8_ Y4"x1Y2" SDS SCREWS Y2" THREADED ROD EPDXIED 4" MIN OR )/2x6" TITEN HD HOLD DOWN ATTACHMENT DETAIL 3 -PLY LVL BEAM FASTENING 3—ROWS 10d 3—ROWS 10d 08 0. C. 12" 0. C. 0EA. SIDE. 2 -PLY LVL BEAM FASTENING 4 -PLY BUILT-UP BEAM FASTENING MULTIPLE MEMBER ENGINEERED WOOD BEAMS SCALE: N.T.S. (3)ROWS OF 63/4" TRUSSLOK ENGINEERED WOOD FASTENERS ® 24"o.c AS SHOWN (EACH SIDE) MIN 2 PLY STUD IN LIEU OF 2 STUDS ITS ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12- 0.131 x3" GUN NAILS SIMPSON LTT208 Y2" THREADED ROD EPDXIED 4" MIN OR Y2x6" TI TEN HD NEW STUD WALL FRAMING XISTING TIMBER RAMED WALL P.T. SYP#2 STEN TO EXISTING BER FRAMED WALL 16d@8"O.C. NEW TO EXISTING FRAME WALL DETAIL SCALE: 3/4" = 1'-0" 8d COMMON NAILS AT 3" O.C.(TYP) ROOF SHEATHING EXISTING ROOF MEMBER. 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, FASTEN TO ROOF FRAMING BELOW w/ 4-3/6"x4" LAG SCREWS NAILS AT EACH RAFTER. OVERFRAME RAFTERS, SEE PLAN. \_SIMPSON H3 w/ 10-8d COMMON NAILS FROM RAFTER TO LEDGER AND LEDGER TO ROOF MEMBER. OVERFRAME LEDGER DETAIL n ROOF FRAMING SEE PLAN NAIL OUTLOOKER TO RAFTER w/(4)12d NAILS ROOF SHEATHING PER SPECS 2x4 FASCIA 2x4 OUTLOOKER 24" O.C. ATTACH TO TOP PLATE w/H2.5T BALLOON 16" MAX OVERHANG FRAMED-/ WALL. WALL SHEATHING OUTLOOKER AT BALLOON FRAMED WALL SCALE: 3/4" J Lo z o CO LLJ Quz* � V)R35 m U1 W = ISI 09,10.19 Christopher I Sabourin PE FL PE#71461 PLAN NAME QORbA SSE N®, 19-0249 ISSUE DATE PERMIT 09,10.19 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E,O.R WOOD FRAMING DETAILS SbEET S2.1 SHEET 7 DF R LL Z W LJL WwOU Zp�Q ZLn uj w W�m � r/U 'J m v) Z rl 0 Q 0 U Q FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS, ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E,O.R WOOD FRAMING DETAILS SbEET S2.1 SHEET 7 DF R ExICTINf` ROOF NE F #3 CC #3x8"x6" DI EPDXIED 6" C NEW (2)2X8 BLOCKING @ 16" O.C. N EACH END W/6 -10D TOENAILS. WALL SECTION SCALE: 3/4" = 1'-0" XISTING RAFTER ;TOTOP PLATE /C15600 ® 48" 1 SIDE OF "P#2 PT CONCRETE OVERPOUR, SEE PLAN EXISTING FOUNDATION TO REMAIN AS IS WALL SHEATHING SEE SPECIFICATIONS EXISTING POS NEW 2X4 SPF#2 @ 16" O.C. STUDS w/4 -0.131x3 _ NEW 2X4 CRIPPLE @ 16" O.C. STt in(, w ti—n i i1 Y-; CVICTIKIn MCA►A -rn NEW 2x4 SPF#2 OF TO REMAIN AS IS I ULNAILS 1 UP AND BOTTOM WALL FRAMING ELEVATION SCALE: 3/4" = 1'-0" 0-- in EXISTING POST HD D DF PLATE BREAKS _I CD §z m�W ��L9Lu Q Z) V) cz z Ln cn w _ U 09.10.19 Christopher ) Sabourin PE FL PE#71461 PLAN NAME BORBA SSE No. 19-0249 ISSUE DATE PERMIT 09.10.19 REVISIONS DATE D ry FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E,O,R. WALL DETAILS SHEET S22 SHEET R OF F 0 LL Z W LJL U w W O Zpal Q ZuiLA ui w �°o ry U Jm V) Z CD U Q D ry FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERATIONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS, IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E,O,R. WALL DETAILS SHEET S22 SHEET R OF F REVISIONS Ll J19.08.27- PLAN REVIEW COMMENTS ata DRAWING PHASE ISSUE DATE O PRELIMINARY O BID 0 PERMIT 19.08.12 O CONSTRUCTION - XOR D (� •'G o -P BORBA RESIDENCE SARGO ROAD ATLANTIC BEACH, FLORIDA A1 02 J al v 19.0119 -g 1 1 ROOF PLAN A203 1/4 = 1'-0" ic 0 0 M 4'-03/4" do 10 sl -0 I41 1 �;dl-�' °6•" _ � " _- d`°ALJ b , ya • 8 - 4" CONCRETE, REFER TO STRUCTURAL DRAWINGS ,' FOR MORE INFORMATION ON CONT, VAPOR BARRIER,.,.";'-, 4; ," ,-.OVER TREATED AND e °-COMPACTED FILL -dy %q 6• L14 ' 2 FOUNDATION PLAN A203 1/411 = 1'-0" REVISIONS 1 1 19.08.27 -PLAN REVIEW COMMENTS DRAWING PHASE ISSUE DATE ❑ PRELIMINARY ❑ BID N PERMIT 19.08.12 ❑CONSTRUCTION - ¢AOR DES/G (•� • s J •. co N OF F ORID cl •a. 'a' ' ,e Qa a _, ,�_•� as ,.q- d a ° 8'-4" .d a_;4 4. _ •I a tl -44 ° 00, a ac41 Lo o ;°d 'Fay -1 a''= - q _ N. c n ECESSED q+ ,4' - 9 1/8' - =4" CONCRETE, REFER °TO —STRUCTURAL DRAWINGS ,,FOR MORE INFORMATION .ON CONT. VAPOR BARRIER' OVER TREATED AND :•COMPACTED FILL,,.;' CONCRETE, REFER TO �- STRUCTURAL DRAWINGS FOR MORE INFORMATION ' "T _ON CONT. VAPOR BARRIER,,, ' -OVER TREATED AND d ; - °-:"--',- a„ COMPACTED FILL.,.a d" �v1i1[},1;TY DEVELOPMENT BORBA RESIDENCE SARGO ROAD ATLANTIC BEACH, FLORIDA A203 19.0119 2-1 ELECTRICAL PLAN - FIRST FLOOR A205 1 3/16" = 1'-0'" 1 CEILING PLAN - FIRST FLOOR A205 3/16" = 1'-0" KtVI51UN5 1 119.08.27 -PLAN REVIEW COMMENTS DRAWING PHASE ISSUE DATE ❑ PRELIMINARY ❑ BID ■ PERMIT 19.08.12 CONSTRUCTION - Oft DES/G ;•�o as s •'. o ao: � 4 •• A : 61 F RIDA 3��HD2id •a�. ELECTRICAL NOTES 1. LOCATE ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTS, SMOKE DETECTORS, FANS, AND EXHAUST FANS PER ELECTRICAU BUILDING CODES. 2. VERIFY WITH BUILDER ANY SPECIAL HOOK-UPS. (RANGE HOODS, FIREPLACE FANS, LANDSCAPE LITES, SPRINKLER SYSTEM, SECURITY SYSTEM, INTERCOM SYSTEM, VACUUM SYSTEM, SWIMMING POOL, PUMPS, ETC.) 3. INSTALL WATERNAPOR PROOF FIXTURES IN SHOWERS AND OVER TUBS AS REQUIRED - GENERAL ELECTRICAL NOTES 1. ELECTRICAL SERVICE IS LESS THAN 600 AMPS. CALCULATION TO BE PROVIDED BY ELECTRICIAN. 2. PROVIDE SMOKE DETECTORS PER NFPA72 A-81.2. CONTRACTOR ELECTRICAL NOTES 1. SPECIFICATIONS, PRICE SUMMARY AND CHANGE ORDERS SUPERSEDE THIS ELECTRICAL PLAN. 2. THE PURPOSE OF THIS PLAN IS TO OBTAIN AN ELECTRICAL PERMIT. FIXTURE, SWITCH AND RECEPTACLE LOCATIONS SHOWN MAY VARY DUE TO FRAMING, MECHANICAL CONFLICTS, SITE CONDITIONS OR LOCAL BUILDING CODE REQUIREMENTS. 3. THE PURCHASER WILL DO AN ELECTRICAL WALK THROUGH WITH THE PROJECT MANAGER DURING CONSTRUCTION. THIS WALK THROUGH WILL IDENTIFY THE PREDETERMINED LOCATION OF RECEPTACLES BY THE ELECTRICIANS FOLLOWING LOCAL BUILDING CODES. AT THIS TIME, SELECTIVE LIGHT FIXTURES, PHONE AND TV JACKS WILL BE DETERMINED BY THE PURCHASER AS TO THE PREFERRED LOCATIONS. ELECTRICAL LEGEND qp 110 V. DUPLEX (2) MOUNTING MOUNT HEIGHT RECESS LIGHTINGSEE NOTE 1 1/2 SWITCH DUPLEX OUTLET OE.6. RECESS (EYEBALL) gGFI 110 V. G.F.I. DUPLEX Z 3 CEILING MTD. EXHAUST p wP WEATHER PROOF D CEILING FAN INTERIOR EXHAUST FAN WITH LIGHT 9220 220 V. OUTLET sD SMOKE `FYFP 110 V. FLR. MTD. DUPLEX T TELEPHONE SWITCH AT 42" A.F.F. TELEVISION JACK �s 3 -WAY SWITCH AT 42" A.F.F. FT] THERMOSTA �4 4 -WAY SWITCH AT 42" A.F.F. ELECTRICAL PANEL D DIMMER SWITCH AT 42"- ELECTRICAL METER ( SURFACE MTD. CEILING A/C PENDANT LIGHT FIXTURE FLOOD WALL MTD. LIGHT AT 72" A.F.F. PUSH -(P'Y T PULL CHAIN o c o DOOR UNDER CABINET LITES 12"X48" FLUORESCENT FIXTURE HOLLYWOOD PRE -WIRE AND BRACE FOR CEILING FAN 24"X48" FLUORESCENT FIXTURE FAN/ LIGHT PRE -WIRE AND BRACE FOR CEILING FAN W/ LIGHT ELECTRICAL NOTES 1. LOCATE ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTS, SMOKE DETECTORS, FANS, AND EXHAUST FANS PER ELECTRICAU BUILDING CODES. 2. VERIFY WITH BUILDER ANY SPECIAL HOOK-UPS. (RANGE HOODS, FIREPLACE FANS, LANDSCAPE LITES, SPRINKLER SYSTEM, SECURITY SYSTEM, INTERCOM SYSTEM, VACUUM SYSTEM, SWIMMING POOL, PUMPS, ETC.) 3. INSTALL WATERNAPOR PROOF FIXTURES IN SHOWERS AND OVER TUBS AS REQUIRED - GENERAL ELECTRICAL NOTES 1. ELECTRICAL SERVICE IS LESS THAN 600 AMPS. CALCULATION TO BE PROVIDED BY ELECTRICIAN. 2. PROVIDE SMOKE DETECTORS PER NFPA72 A-81.2. CONTRACTOR ELECTRICAL NOTES 1. SPECIFICATIONS, PRICE SUMMARY AND CHANGE ORDERS SUPERSEDE THIS ELECTRICAL PLAN. 2. THE PURPOSE OF THIS PLAN IS TO OBTAIN AN ELECTRICAL PERMIT. FIXTURE, SWITCH AND RECEPTACLE LOCATIONS SHOWN MAY VARY DUE TO FRAMING, MECHANICAL CONFLICTS, SITE CONDITIONS OR LOCAL BUILDING CODE REQUIREMENTS. 3. THE PURCHASER WILL DO AN ELECTRICAL WALK THROUGH WITH THE PROJECT MANAGER DURING CONSTRUCTION. THIS WALK THROUGH WILL IDENTIFY THE PREDETERMINED LOCATION OF RECEPTACLES BY THE ELECTRICIANS FOLLOWING LOCAL BUILDING CODES. AT THIS TIME, SELECTIVE LIGHT FIXTURES, PHONE AND TV JACKS WILL BE DETERMINED BY THE PURCHASER AS TO THE PREFERRED LOCATIONS. BORBA RESIDENCE SARGO ROAD ATLANTIC BEACH, FLORIDA A205 19.0119 LIGHTING FIXTURE SCHEDULE - EXTERIOR FIXTURE FIXTURE TYPE MOUNTING MOUNT HEIGHT COUNT 1 SCONCE EXTERIOR 4 2 4" EXTERIOR CAN 6 3 CEILING FAN 2 BORBA RESIDENCE SARGO ROAD ATLANTIC BEACH, FLORIDA A205 19.0119 LIGHTING FIXTURE SCHEDULE - INTERIOR FIXTURE FIXTURE TYPE MOUNT MOUNTING HEIGHT COUNT A 4" CAN LIGHT 28 B LIGHT FIXTURE 4 C SCONCE 2 D CEILING FAN INTERIOR 1 BORBA RESIDENCE SARGO ROAD ATLANTIC BEACH, FLORIDA A205 19.0119 a N m M rn 0 N N ., 4 WEST ELEVATION A301 1/4" = 1'-0" TOP OF PATIO 11' - 1" Lm PLATE - PATIO 07 10'-0" - FIRST FLOOR — — 8'- 1" FIRST FLOOR IV GRADE 6" TOP OF PATIO 11' - 1" PLATE --PATIO IV 10'-0" Lm — PLATE - FIRST FLOOR 8,-l" FIRST FLOOR O" Lm 3-1 EAST ELEVATION A301 1/4" = 1'-0" 2 FRONT ELEVATION A301 1/411 = 1'-0" ic ELEVATION LEGEND NUMBER DESCRIPTION 01 IPE SIDING 02 BOARD AND BATTEN SIDING 03 MATCH EXISTING SIDING ROOF RAFTER, SEE STRUCTURAL FOR MORE INFORMATION ARCHITECTURAL SHINGLE ON PLYWOOD SHEATHING METAL DRIP EDGE FASCIA — 7 TOP OF PATIO 11' - 1" Lm PLATE - FIRST FLOOR_ rj 3/4" T&G CEILING (2) 2"x4" #2 TOP PLATE 1/2" G.W.B. 2x4 WOOD STUDS 1/2" PLYWOOD OPEN CELL SPRAY FOAM CEMENTITIOUS BOARD AND INSULATION, FILL CAVITY BATTEN SIDING (PRIME AND PAINT) 1/2" SHEATHING 2"x4" P.T. BOTTOM PLATE 4" CONCRETE SLAB, REFER TO STRUCTURAL DRAWINGS FOR MORE INFORMATION — — — — _ FIRST FLOOR 0-1 0" LAN GRADE PLJ - 6" 6 MIL VAPOR BARRIER OVER TREATED & COMPACTED FILL CONCRETE FOOTING, REFER TO STRUCTURAL DRAWINGS FOR MORE INFORMATION ti 02 I 02 i j -- EXISTING HOUSE FIRST FLOOR GRADE -6" 1 1 REAR ELEVATION A301 1/411 = 1'-0" REVISIONS 1 19.08.27 - PLAN REVIEW COMMENTS XpR DES/GBUILDING ELEVATION*N DRAWING PHASE ISSUE DATE �� .•'••••• ••'•F'P F1 PRELIMINARY - S J s OR BA RESIDENCE ❑ BID �° ' w A301 0 PERMIT 19.08.12SARGO ROAD El CONSTRUCTION - • F ATLANTIC BEACH, FLORIDA Q+ FL RID .' C 3'��H�ad •o'�� 19.0119