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475 Palmwood Ln RESA19-0022 Addition/Int Reno rr ''f% PRIVATE PROVIDER INSPECTIONS PERMIT NUMBER Jam' RESA19-0022 �. :, : . v� PERMIT ;J� / ISSUED: 12/23/2019 ,� CITY OF ATLANTIC BEACH EXPIRES: 6/20/2020 f-_O,il 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: PRIVATE PROVIDER ADDITION AND INTERIOR 475 PALMWOOD LN INSPECTIONS SINGLE OR TWO RENOVATION - PRIVATE $200000.00 FAMILY RESIDENTIAL ADDITION PROVIDER TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 172020 0194 SELVA MARINA UNIT 06 COMPANY: ADDRESS: CITY: STATE: ZIP: TOM TROUT, INC. 5569 BOWDEN RD JACKSONVILLE FL 32216 OWNER: ADDRESS: CITY: STATE: ZIP: JOHN DODSON 475 PALMWOOD LN ATLANTIC BEACH FL 32233-5607 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. 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. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. Issued Date: 12/23/2019 1 of 2 `'S` g`Jr�" PRIVATE PROVIDER INSPECTIONS PERMIT NUMBER Q' 11 PERMIT RESA19-0022 V`'� — ISSUED: 12/23/2019 \..��i�� CITY OF ATLANTIC BEACH EXPIRES: 6/20/2020 3 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. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 5 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 6 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $468.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $234.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $11.28 STATE DCA SURCHARGE 455-0000-208-0600 0 $7.52 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL:$970.80 Issued Date: 12/23/2019 2 of 2 .0-AP-r City of Atlantic Beach APPLICATION NUMBER f. +1'` � Building Department (To be assigned by the Building Department.) - ` ; 800 Seminole Road R —_S [9 . Atlantic Beach, Florida 32233-5445 + l Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: 14.5 / LQ, City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 475 P. /• A /kW & _Iepartment review required Yes No :uildinq Applicant: I C)r v 1 1200 ( tj' - _ mg Zonin Tree Administrator Project: bC j I Q/•_.3 C�C 7Z> buc vvorti u lic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by:"Z Date: l 6 — ( 9 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. LiNot applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I lApproved as revised. ❑Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 TREE Sr VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY r)S r f City of Atlantic Beach PERMIT# Community Development Department IrOz 800 Seminole Road Atlantic Beach,FL 32233 o (P)904-247-5800 SITE INFORMATION ADDRESS 475 PALMWOOD LANE ATLANTIC BEACH,FLORIDA 32233 SUBDIVISION SELVA MARINA, UNIT 6 BLOCK 10 LOT 18 RE# 172020-0194 ❑X RESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION NAME TOM TROUT,INC. TOM TROUT, III CBC PHONE# 904-737-5412 ADDRESS 5569-1 BOWDEN ROAD CELL# 904-334-9821 CITY JACKSONVILLE STATE FLORIDA ZIP CODE 32216 EMAIL doug@tomtroutinc.com ❑ OWNER ❑X 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 CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent TOM TROUT,III ///e25/2,4P9 SIGNATURE OF APPLICANT PRINT OR TYPE NAME DA SIGNATURE OF APPLICANT(2) PRINT OR TYPE NAME DATE Signed and sworn before me on this 45 day of ND✓. in/3t7e ,02 1'1 by State of !-'LORCM Li • II County of_A Identification verified: t/ XA.i cJ p so/u4LLy Oath Sworn: s ❑ No / Kimmie Johnson c��tAR NOTARY PUBLIC Notary Signature STATE OF FLORIDA 'te y NI i Comm*00097308 My Commission expires V �.`f 2. �'t'�F`9�� F ires 4/24/2021 04 TREE AND VEGETATION AFFIDAV/ 03.01.2AfP City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) A` D. 800 Seminole Road Res Pt r j� .. Atlantic Beach, Florida 32233-5445 l�( -(�Oz� l Phone(904)247-5826• Fax(904)247-5845 J I ��;; �%/ E-mail: building-dept@coab.us Date routed: 1 Z S / City web-site: http://www.coab.us bbb APPLICATION REVIEW AND TRACKING FORM Property Address: 4�5 P' Iii A it. & 4 epartment review required Yes No :uildin. Applicant: I O(V\ 1 RSDO ( l NO.,- mg=n RtsD0 Tree Administrator Project: !� t i f r�f� Sis u lic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ['Approved. ['Denied. I Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING / 7 Reviewed b • - c...,____..-1.----4.. Mate: /2- S-- TREEADMIN. Second Review: Approved as re sed. Denied. pp ❑ ❑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 t,;i':id;. City of Atlantic Beach APPLICATION NUMBER :i 40 3 Building Department (To be assigned by the Building Department.) ' '' 800 Seminole Road ,�� Atlantic Beach, Florida 32233-5445 DEC RE-:_s ptt 9 -OCD Z2_, Phone(904)247-5826 - Fax(904)247-5845 i 4 C0 ^�o;: g E-mail: building-dept@coab.us Date routed: ' al r± 6 L 9 City web-site: http://www.coab.us I 666 APPLICATION REVIEW AND TRACKING FORM Property Address: 4/5 P. A• A . & _1 epartment review required Yes No _ :uilding Applicant: t © 1 Poo r t l\Do.,,, rng 2o-in CRD—C) Tree Administrator Project: P (.i f p c l�R c �'c u lic ies Utilit3 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: APPIACATION STATUS Reviewing Department First Review: VApproved. Denied. ❑Not applicable (Circle one.) Comments: BUILDING ? lanS -Izo lav-y46 Last4cke, PLANNING &ZONING Reviewed ate: TREE ADMIN. Second Review: ❑ ['Not applicable Approved as revised. Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. I (Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 2- to X / '. 4 V X -LW = 4); /62.0 X /0. f -%‘Z 6.tr� #pare 012. / X6, 3 = -� - 97S( /7 3 ceg,41fitykLix4j .r9 44__44„ 'J' X /'/ .J`"Jry est 3 t 666/ #44, zZ[k'8 J x0 _ > 4-6 '1 ,'; 3 J(J K2 eietr / X- /9 /r6e 3�.l' 42, -t /2 _ -- P66/ - P 401, 14;740(6, - - 41, ij 5( 021 /4;trei 4_k'/i i 11-1 L i �' - -02�30Z- -dip,� ya2 akz 7.::7(treer 461 Odell 2" ?e2 c P.2-\ 3r--r 3 ( 36 '(6 74o . rx -4'/ /0C / •Ve .14rk°a- � 4(41/ ./ 40114C 1141 /41% f / ' . (--oolos-) 4 /" t l7LC6 Ai/ / 416 //o Wde/7 6i4�teJ rS.::12r,? City of Atlantic Beach APPLICATION NUMBER �i t Building Department (To be assigned by the Building Department.) I�E- Pc =- 800 Seminole Road _no z--, _-3.,1,0' -..r' Atlantic Beach, Florida 32233-5445 ,� • Phone(904)247-5826 Fax(904)247-5845 / -!J�tl9:' E-mail: building-dept@coab.us Date routed: I Z(S t 9 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 475 P. ja AT r►_^ 1111 iepartment review required Yes No ` :uildinq Applicant: t O '---1—R O0 1 Ni- �larrhmg Zonin Tree Administrator Project: A C� Cr( o/\._-_, S CRo (iic Works--, _u lic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. [denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date:12'10 1 TREE ADMIN. Second Review: I 4pproved as revised. Deni . ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES //� PUBLIC SAFETY Reviewed by: / ' Date:/217"/7 FIRE SERVICES Third Review: ❑Approved as revised. ❑Deni d. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY s=�Jr, Revision Request/Correction to Comments **HIGHLIALL HIGHLIGHTED ON HIGHLIGHTED IN +, �' ' City of Atlantic Beach Building Department GRAY IS REQUIRED. 01444, 4 800 Seminole Rd, Atlantic Beach, FL 32233 ` Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:KE.3Pk(ct —002; Revision to Issued Permit OR Corrections to Comments Date: /Z4 3M Project Address: Y755 P/9Llo-nu c90 D 4 /S/ 41-4/hut/c AL cht�1 . Contractor/Contact Name: "Thin 7 oar, //V'C . /QDC1(,`,, "ye-- Contact Phone: 90/— .33,-9tZf Email: 400C1 & 7n777 u7/A, C 0fv? Description of Proposed Revision/Corrections: CD,vzcc-72. Jc As l./PS?-.O OA) M//4 S3.4.,e5 /'3t.!/LA/4J xeci/C'4c1 cf),-n 11?.V7-S I •R,E-. cote ,4i, /the f� 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? ‘lo ❑ Yes (additional s.f.to be added: ) ;:i . • Wi I 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) VA pproved Li Denied ❑ Not Applicable to Department Permit Fee Due 51r- __ Revision/Plan Review Comments De•a • ent Review Required: /�/�U Bu' •••: {' 2 ' • .' i • &Zoning Reviewed By Tree Administrator Public Works Public Utilities / o- - /"7' 7 l Public Safety Date Fire Services Updated 10/17/18 ti l .e �)" \� From CITY OF ATLANTIC BEACH - 800 SEMINOLE ROAD _ 2 �� `-=''___) ATLANTIC BEACH,FL 32233 '---L-0.2191'" OFFICE COPY (904)247-5800 BUILDING REVIEW COMMENTS Date: 12/5/2019 Permit#: RESA19-0022 Site Address:475 PALMWOOD LN Review Status: Failed RE#: 172020 0194 Applicant:TOM TROUT, INC. Property Owner:JOHN DODSON Email: scott@tomtroutinc.com Email:JOHN@EASTLANDPARTNERS.NET Phone: 9047375412 Phone: 9044760111 9045359383 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 Co ents: 1. I • le attaching a pdf of the new requirements for surve 9 --• -. w , developing property in tlantic Beach. ./2' Space on permit application asking for Engineer's name and phone number eeds to 9: illed out. Application is considered incomplete. jc Resubmit the Florida Product Approval Information Sheets with the Forms that are at the Atl. 'tic Beach Building Department. 2 Copies. Submit all installation/engineering documents for the installation of all windows and doors. )!Submit the Test Reports and Certifications by Florida registered professional engineers for the M.yfair Window and Door brand. From the 2017 6th Edition of the FBC-Existing Building Code, choose a method of const • on compliance, Chapter 3, and the alteration level/classification of work, Chapter 5. ' . - this information on the cover page of either the design documents of the engineerei tr. • 9 a drawings. 2 copies of this revi •i • •--.-4 Rte ill 2. - 7"1 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 Form #9B-3.053-2002-01 Notice to Building Official of OFFICE COPY Use of Private Provider Effective January 20,2003 Project Name: DD i3 S A0i0in A / E tJov'I Tv f Parcel Tax ID: /19O - 0 Services to be provided: Plans Review Inspections Note: If the notice applies to either private plan review or private inspection services the Building Official may require,at his or her discretion,the private provider be used for both services pursuant to Section 553.791(2)Florida Statute. I 10}fPSc ,the fee owner,affirm I have entered into a contract with the Private Provider indicated below to conduct the services indicated above. Private Provider Firm: lV t V CLAS -- 1 ' . Private Provider: f 1)Ar" a. Address: / F1.-0A//3/1 M iN i NG) &4)/) $ .7ALx oNcl.L /c C, 3 Z Z 5 7 Telephone: q a - a I(,p- 01..5 1 Fax: q o -a q .- 0748 Email Address(Optional): 5LA iv C t1 Ai/0 8ASAL C.I?lam i„.,,e/6 0G, Co ryi Florida License,Registration or Certificate#: 74/5 SZ I have elected to use one or more private providers to provide building code plans review and/or inspection services on the building that is the subject of the enclosed permit application,as authorized by s. 553.791,Florida Statutes. I understand that the local building official may not review the plans submitted or perform the required building inspections to determine compliance with the applicable codes,except to the extent specified in said law. Instead,plans review and/or required building inspections will be performed by licensed or certified personnel identified in the application. The law requires minimum insurance requirements for such personnel, but I understand that I may require more insurance to protect my interests. By executing this form,I acknowledge that I have made inquiry regarding the competence of the licensed or certified personnel and the level of their insurance and am satisfied that my interests are adequately protected.I agree to indemnify,defend,and hold harmless the local government,the local building official,and their building code enforcement personnel from any and all claims arising from my use of these licensed or certified personnel to perform building code inspection services with respect to the building that is the subject of the enclosed permit application. I understand the Building Official retains authority to review plans,make required inspections, and enforce the applicable codes within his or her charge pursuant to the standards established by s. 553.791, Florida Statutes. If I make any changes to the listed private providers or the services to be provided by those private providers,I shall, within 1 business day after any change,update this notice to reflect such changes.The building plans review and/or inspection services provided by the private provider is limited to building code compliance and does not include review for fire code,land use,environmental or other codes. Page 1 of 2 , OFFICE COPY The following attachments are provided as required: 1. Qualification statements and/or resumes of the private provider and all duly authorized representatives. 2. Proof of insurance for professional and comprehensive liability in the amount of$1 million per occurrence relating to all services performed as a private provider, including tail coverage for a minimum of 5 years subsequent to the performance of building code inspection services. Individual Corporation Partnership —MAI ' 71:2.60-r, /NC \ ---. Print Corporatio Print Partnership Name By: By: (silk..-• ) (signature) (signature) Print Print Print Name: JHtJ DO D 5 o IJ Name: TO M TjtO t17/iir Name: Address: 4/75 /'/Lfl /Oc9Q .S-"( Its: DPIP 1 T Its: Ail-i9AJ7LG -li4e:I4JF , 3zz 33 Address: 64-tog i Vk.vD N Ad. Address: Telephone K-S OM,/ t? 342140 No.: gdy'y7to 011 Telephone Telephone No. it^'1--731- .54//2 No.: Please use appropriate notary block. STATE OF FL-02)0A COUNTY OF Du vI C . Individual34— Corporation Partnership Bef me,this day of Before me,this day of Before me,this day A/t Akryt 40,,—,20 yl,personally ,20� of ,20_, appeared personally appeared personally appeared who executed the foregoing instrument, of , and acknowledged before me that same ,a partner/agent on behalf of was executed for the purposes therein corporation,on , expressed behalf of the state corporation,who a partnership,who executed the executed the foregoing instrument and foregoing instrument and acknowledged before me that same was acknowledged before me that same executed for the purposes therein was executed for the purposes therein expressed. expressed. Personally known ;or Produced identification Type of identification produced Signature of Notary ,9 —/71 )pame Notary Public:NOTARY STAMP BELOW My commission expires: I :tib. LINDA McMa-4o.sca.,;;nR„ ?°G'.y�� Notary Public•State 3'=..nCa y A_. Commission=GG 353a6s `�orrt My Comm._x�ires Jui 9.2023 Bonded through National Notary Assn. Page 2 of 2 e.„ , Building Permit Application )PEKE COPY Updated 10/9/18 _: City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED. Job Address: L/ 75 PRc-M W eod ihtuelA-71.41,u7'c8c0 Permit Number: ERL=S I _i -00 Z Z_ Legal Description LD-T-•f i$t,.4C K 1 t7/ SL L.-"p4 M4 L/Ail); L 4:17-Q RE# 1-leln, 0 -OM'il Valuation of Work(Replacement Cost)$ Zcc01 000. DOHeated/Cooled SF Ie ZO Non-Heated/Cooled /4/4/49 • Class of Work: ❑New XAddition DAlteration DRepair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial Residential • If an existing structure, is a fire sprinkler system installed?: ❑Yes SNo • Will tree(s)be removed in association with Proposed Droiect? ❑Yes(must submit separate Tree Removal Permit)_No Describe in detail the type of work to be performed: h D,O//r pitl8 ge t/nj0^,/ cc/=s//4ep c Lr 9Mj/_..A/ .•fia- Ni w C,4 ZS, TCPs,Appt„,�JCtiS� ,Nsu r..,6Taet, .,7,ec wilt f �,e.,v1-t� �_c�UyL",c), L-TG, Florida Product Approval# for multiple products use product approval form Property Owner Information Name i01-fly a C1t>.1. Sze poDs..n/ Address 5.4 / hat4" s'722LCs7 City , P UAJ 3L-AC- f] State F(.-- Zip 3Z-0(04, Phone ?C9- ?'�- C�/// E-Mail .roi-1 t [DIST LA N11 P,4RTNr As, Aui7" Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company 10,41 '7 2OtO r IA/C Qualifying Agent i)01 7-,Q.cu r ,1 Address 54-C q-- / ,2,101,0 ; f4-j, City..TACICSB�t1aLl.j E State / Zip 301<4, Office Phone Ci04i- 7 41- J `1/Z Job Site Contact Number 4L+Y-334/-.7,e2/ State Certification/Registration#G C (2 I DQ E-Mail Cimu� .."11:D 47'60"i'r.Q , . Cr0/1'1 Architect Name&Phone# .1%,(- 16-41/4K. L4 '?A.'G, 1_,L CY CI C t1-clef 3 - Z231 Engineer's Name&Phone# CI-4 12,-(Sfj.00/2.1\/ fid y_ 7j Z— ;7-t _) Workers Compensation Insurer r` CI)A'1Ml t3L 112511j)COR Exempt❑ Expiration Date 3l//�J 0 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 FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY FfE RECO. e - ' OTICE OF COMMENCEMENT. - (Signature of Owner or Agent) (Signature of Contractor) igned and sworn to(or affirmed)before me this_ day of Signed and sworn to(or affirmed)before me thisday of Od a2o/'7• * Ael 1 , d't n /VA v iie..2D/9 ,by _, e- /G A . . 4.- . . ...,,." 7111, i- (Signat)�of Notary) / :0L "rs- LINDA MCMAHON SCANDURRA ?/.• ; � `: Notary Public State o'=ionda ��Z•' Kimmie Johnson � Commissior r s 353424 [ y Q NOTARY PUBLIC Personally Known OR '?or My Comm.Expires Jt...9, 2023 ersonall Known OR f. S ( ]Produced Identificatio Bonded through National Notary Assn. i I Produced Identification t ?oATE OF FLORIDA Type of Identification: Type of Identification: �•s... Comm*GGn97y18 E 19 • Expires 4/24/2021 OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: f Ne w Habitable Space (ft2): 3 6 T Non-Habitable Space (ft2): LAND INFORMATION: Zoning District: L Flood Zone: AC Minimum FFE: BUILDING INFORMATION: Construction Type: V i3 Occupancy Group: S;yt$I.e Pa rr1 It �rS, �.,, �i,t Number of stories: I `J Max. Occupancy Load: Fire Sprinklers Required: CONDITIONS/COMMENTS: FORM R405-2017 S71011 of F/Or ) d4 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Dodson 475 Palmwood Ln Builder Name: /UPI 7/t4 q 7" /Ai Street: 475 Palmwood Ln Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach , FL,32233 Permit Number: Owner: Dodson Jurisdiction: 261100 Design Location: FL, Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(2584.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame Wood, Exterior R=13.0 2276.00 ft2 b.Frame-Wood,Adjacent R=13.0 308.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 0 d. N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (2620.0 sqft.) Insulation Area a.Roof Deck(Unvented) R=21.0 2620.00 ft2 6. Conditioned floor area above grade(ft2) 2620 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(686.3 sgft.) Description Area a. Sup: System 1, Ret:System 1,AH: System 1 6 483.85 a. U-Factor: Dbl,U=0.32 686.34 ft2 SHGC: SHGC=0.28 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 48.0 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 48.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 6.618 ft. Area Weighted Average SHGC: 0.280 14. Hot water systems a. Electric Cap:80 gallons 8. Floor Types (2620.0 sqft.) Insulation Area EF:3.550 a. Slab-On-Grade Edge Insulation R=0.0 2620.00 ft2 b. Conservation features b.N/A R= ft2 Heat Recovery Unit c. N/A R= ft2 15.Credits CF, Pstat Total Proposed Modified Loads: 60.01 pgss Glass/Floor Area: 0.262 Total Baseline Loads: 61.16 I hereby certify that the plans and specifications covered by Review of the plans and r4'OF'TKE Sta '":, this calculation are in compliance with the Florida Energy specifications covered by this V = .• �:i Code. calculation indicates compliance .Ici), ,, , � I with the Florida Energy Code. i�.'un:,,�''�•� -�••• ,j, PREPARED BY: 4P ' Before construction is completed = =-_ , DATE: 11/7/2019 this building will be inspected for a 0 . compliance with Section 553.908 *° ° y , I hereby certify that this building, as designed, 's in com.li.-ce Florida Statutes. fj with the Florida Energy Co. - -.�0 - D WE' ..*` OWNER/AGENT: __ BUILDING OFFICIAL: --/ ' DATE: _-_ A DATE: a -5---a-0/0 - 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 5.00 ACH50 (R402.4.1.2). 11/7/2019 1:22 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 f. e N City of Atlantic Beachri Complete Plans/ Checklist .. V7± ,)/_/YILVVJi7 AA ��,�r Provide (2) copies of signed and sealed Architectural/Engineering Plans to include five (5) sets of Site Plans. (Note: Commercial projects will need (3) sets of signed and sealed plans; one to be sent to Fire Department for review.) V Cove age: /� dress of project p�f�ccupancy Class: For One & Two family"Group R-3". °/ Applicable codes; 2007 Florida Building Code, 2008 National Electrical Code, 2007 Florida Fire Prevention Code ,nd COAB Code of Ordinances. Energy forms as required by Florida Energy Code. ,kfdex of all drawings attachments and all pages numbered. �/Printedo name, contact&info, date and signature of person responsible for the design of the structure. Site Ian (Legal Survey): istance of proposed house to property lines oA/ compressors, generators, LP gas tanks, pool equipment etc. a-' riveways, walkways, patios... ay' Impervious Surface Area (lot coverage) calculations-tabulation of all impervious areas required M„ Drainage plan with supporting on-site water storage calculations, and location of easements. Contact Public Works for information on On-Site Storage requirements for added impervious surface area. Erosion & Sediment Control Plans (Can be included on Site Plan/Survey): • Silt fence location, construction detail and maintenance plan. • Installation must be inspected and approved by Public Works before any site work is started. Inlet protection (if existing storm water inlets are adjacent to property. Co95truction Site Management Plan (Can be included on Site Plan/Survey): 07/Location of any proposed demolition ,' rading & drainage surface water management plan ✓/O site & offsite parking for construction workers c>� ocation of temporary fencing with height and screening indicated Location of (AU. Beach franchise approved) dumpster. Location of construction trailer & chemical toilet. COAB Code of Ordinances-Sec. 6-18 Fou ation Plan: Required plan note i.e.: "A foundation survey shall be performed and a copy of the survey shall be on the site for the building inspector's use prior to framing inspection." Or, "all property markers shall be exposed and a string stretched from marker to marker to verify required setbacks." 0 Flopr Plan: .d/Size and arrangement of all rooms and intended use. ofocate air handlers, fireplaces, water heaters, attic access, etc. Label accessible 1s1 floor bathroom, egress, windows etc. E vations Str t ral Engineering: tructural design criteria, loading requirements indicated. hear Wall plan. 0/ize all beams, headers and support requirements. d� tail uplift& load path connections. ngineers embossed seal required. Supporting structural calculations included. 07 C Sec.1603 /10 Plan: Indicate how attic is to be ventilated. 1 txotri3fie8 z'u ri It . toyj::. W%k.,,,i!>i%94:+'R$0. .'i'.4W, M Z,V;::VAr •>t, z9lAk7'RMkcsYn.. ••" kStiMs;GIWf 1 r-iyi1 '.9W..: u„'a¢'.`g4... r@g, i:: ;: •.: 't A Lr1,04'.: nrec f..‘2;.; ;, i•;r 3 z a y;, z'., i,,�.. ;-,e. 'f r r.i♦ e' .�a� ` 6%�$�R r 5_.�' 'f P 3 t?i �ia�3 .:tFa � :. .Ir Vie. „'i f', ._..�.:"C,,��. �� C, i�j �ti.^; � .aAd .1 ,;: i? „� t.,."- fii Ca 3 �':t': 3 4 „y �k ti .i c t i 5 3y +1 ,i re'71 �' zY•t.:/ i 1 , 'SL .�.:. ?- .v:..! '' 17�.., �.�: ....a� .1 Sw- f .. rl� 1 - 7 i ill , eSC.t _.'. ) �ti; ,R.,• ..5. • r St;. -., �: r. T • sr k: Gii 3 : ;': _ U ;'$"? .: ;:.; � .�,. `t: S ri" - ,': -,i`;� -. 2l�...'4b., , ..''✓ ; • ,. y: � ...er ... ttr .t11 "')t €r C'. s :•4{..b' .., -3. ... `..b ife L`tl. t. ��. , .. r)S:`5 .�.' •�.. +.1 rw[ '?5_. .S tt- ..,'?j . ,).` .;:r 1. - ,i '11;‘:.% .. ' .- . 1 3.' 't r tfi,:a{ , `` ti �5 ‘ }I� c/f,. G'f.. r �; . , !`. r �: p �,T�. !J �.'S1 '9. ;.le orf` b1,1; i3:tfiC. .ii - Zl. M.n43d"$I$2-+f1 1:14ec 'ons and Details: ®/ Typical wall sections for each dissimilar wall type. tsit6 Stair sections with guard and handrail details. , Balcony guardrail details. 2 Electrical Plan: $l iser X S I( � ocationdiagram of all receptaclesincludingsize, switchesandtype andof the distributionserviceentrance panel.conductorsN Required plan note: "All electrical wiring to be in accordance with '08 NEC. Provide arc-fault circuit interrupters in all bedrooms per article 210-12." Plumbing (please note if the following applies): o New or existing private well on property N(A o Irrigation to be installed o1 Rr o Irrigation meter desired 0/6 2 OFFICE COPY PROJECT RIO-2688-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE®BRAND FIBER-CEMENT PLANKS TO WOOD OR METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 2A THROUGH TABLE 2C,ALLOWABLE DESIGN LOADS BY PLANK WIDTH 4 DESIGN WIND LOAD PROCEDURES 5 TABLE 3, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 5 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 6 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 6 TABLE 6, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 6 TABLE 7, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPLANK SIDING 7-12 LIMITATIONS OF USE 12 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7- 10,THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD I. OGAWA&ASSOCIATES, INC. 16835 ALGONQUIN STREET#443 ''�0//Offf0fs0,�i HUNTINGTON BEACH, CA 92649 ,�,,�''$* .OGA , sy� 714-292-2602 , • N‘ In I 714-847-4595 FAX 0` ir n!,. A0,6�121 w �'��'`asisfft'fF 1 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 i nfo@jam eshardie.corn EVALUATION SUBJECT HardiePlank®Lap Siding James Hardie Product Trade Names covered in this evaluation: HardiePlank®Lap Siding,CemPlank®Siding,Prevail"'Lap Siding EVALUATION SCOPE: ASCE 7-10 2017 Florida Building Code 2015 International Building Code® EVALUATION PURPOSE: This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePlank(CemPlank,Prevail Lap)siding fastened to wood or metal framing with nails or screws. REFERENCE REPORTS: 1.Intertek Report 3148104C0Q-002,Transverse load testing on HardiePlank and HardiePanel Fiber-Cement panels 2.Intertek Report 100717048C0Q-003,Transverse load testing on HardiePlank and HardieShingle is1 GAW. , • At, 444 121 ):i • cc ST1E of e` 'SP. FL0R�P• dde',s 2 RONALD I.OGAWA ASSOCIATES,INC. • 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com TEST RESULTS: Table 1.Results of Transverse Load Testing Report Number 3148104000.002 3148104C0Q-002 100717048C0Q-003 100717048C0Q-003 Test Agency Intertek Intertek Intertek Intertek Thickness(in.) 0.3125 0.3125 0.3125 0.3125 Width(in.) 5.25 9.25 8.25 8.25 Wood 2"x 4"SPF Wood 2"x 4"SPF Wood 2"x 4"SPF Wood 2"x 4"SPF Frame Type w/7/16" w/7/16' w/7/16" w17/16" OSB sheathing OSB sheathing OSB sheathing OSB sheathing Frame Spacing(in.) 12 12 8 6 Fastener Type #8 waferhead screw,1 #8 waferhead screw,1- 4d ring shank siding 4d ring shank siding 5/8"x 0.375"HD 5/8"x 0.375"HD 1.5"x 0.090"x 0.215" 1.5"x 0.090"x 0.215" Fastener Length(inches) 0.625 1.625 1.5 1.5 Fastening Method Blind nailed to OSB Blind nailed to OSB Blind nailed to OSB Blind nailed to OSE Ultimate Load(psf) 310.4 138.8 152 198 Design Load(psf)1 103.5 46.3 50.7 66.0 Effective Tributary Area(ft2) 0.333 0.667 0.389 0.292 Fastener Load,as tested (Iblfastener) 34.5 30.8 19.7 19.3 Adjusted withdrawal design load Calculated fastener withdrawal load is compared with the (lb/fastener), 35.6 35.6 test result and the more conservative one will be used. Net Fastener Penetration(in.),P 0.437 0.437 Wood Specific Gravity,G 0.70 0.70 Nail Shank Diameter(in.),D 0.090 0.090 Withdrawal design value per NDS 2015 or ESR-1539(lb/in.penetration), 50.9 50.9 W 1.Allowable design load is determined from ultenate load divided by a factor of safety of 3. 2.HardiePlank Siding complies with ASTM C1186,Standard Specification for Grade If Type A Non-asbestos Fiber-Cement Flat Sheets. 3.An equivalent specific gravity of 0.70 for ring shank nails installed on OSB is recommended by APA TT-039C. 4.Calculated fastener withdrawal load is compared with the test result,and then the more conservative one wit be used. For all cases in the table,the adjusted withdrawal design value,W,is calculated as W=CD'W`P Where, CD=load duration factor per NDS-2015 Table 2.3.2 for wind/earthquake load=1.6 W=withdrawal design value,calculated per NDS-2015 or ESR-1539,whichever applicable P=fastener embedment depth,in. When nail shank,D,2 0.099 inch but 5 0.375 inch for smooth shank nails,NDS-2015 equation(11.2-3)is used to calculate withdrawal design value W=1380*G(5/2)"D Where, G=wood specific gravity per Table 11.3.3A D=nail shank diameter,in. When nail shank,13,is less than 0.099 inch,or in the case of ring shank nails, the withdrawal design values were obtained from ICC-ES ESR-1539 Table 2. s ' GAWK '' 011►�'��•�,.... 1 ,o' 121 Cfi FF8 siONt":1 � 4d 3 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com For Table 2A to 2C the designs bads will be calculated by proportioning the tributary area to each fastener,thereby design load to each fastener will be kept constant. By doing so,the allowable design load for various HardiePlank widths and stud spacing will be determined. Table 2A,Allowable Design Loads Based on Constant Fastener Load,#8 wafer head screw x 0.375"HD,fasteners concealed(blind screw)at 12"O.C.to WSP sheathing only For 5.25 inch wide HardiePlank: Design load=ultimate failure load/FOS=-310.4 psf/3=-103.5 psf Effective tributary=((plank width exposed to weather X fastener spacing)/144)_((5.25-1.25)X 12)/144=0.333 sq.ft. Fastener load=design load X tributary area=-103.5 X 0.333=-34.5 pounds For 9.25 inch wide HardiePlank: Design load=ultimate failure load/FOS=-138.8 psf/3=-46.3 psf Effective tributary=((plank width exposed to weather X fastener spacing)/144)=((9.25-1.25)X 12)/144=0.667 sq.ft. Fastener load=design load X tributary area=-46.3.5 X 0.667=-30.8 pounds The fastener toads for all other plank widths were linear interplated from the two tests based on plank width Calculated allowable design load=fastener load tested condition divided by area tributary for the condition to be calculated m N L O. Q 9 91 JO N N co"^ ? r O Q HardiePlank Width .o E ccm _ m eLLc; 2' a e n N a2 vj m o (nches) 1- D LL n w 1-.._.• 0 a LL J 5.25 -310.4 12 0.333 -103.5 -34.5 6.25 12 0.417 -80.6 -33.6 7.25 12 0.500 -65.3 -32.7 7.5 12 0.521 -62.3 -32.4 8 12 0.563 -56.9 -32.0 8.25 12 0.583 -54.4 -31.8 9.25 -138.8 12 0.667 -46.3 -30.8 9.5 12 0.688 -44.5 -30.6 12 12 0.896 -31.6 -28.3 Table 28,Allowable Design Loads Based on Constant Fastener Load,4d ring shank siding nail(1.5'x0.09"x0.215"),fasteners concealed(blind nail)at 8"O.C.to WSP sheathing only For 8.25 inch wide HardiePlank: Design load=ultimate failure load/FOS=-152 psf/3=-50.7 psf Effective tributary=((plank width exposed to weather X fastener spacing)/144)=((8.25-1.25)X 8)/144=0.389 sq.ft. Fastener load=design load X tributary area=-50.7 X 0.389=-19.7 lbs The fastener loads for all other plank width were calculated based on the same fastener load Calculated allowable design load=fastener load tested condition divided by area tributary for the condition to be calculated d -E-'- m 0 o `d ^ m n-. m ,.-7-, IR f m crn2 ? ;e.. . c HardiePank Width =N' C.E 0. u = 3 m CL °-oN A U N.0 O N(n N CO (J (inches) 12 7 lLL as n F N R 0 a 2 J 5.25 8 0.222 -88.7 -19.7 6.25 8 0.278 -70.9 -19.7 7.25 8 0.333 -59.1 -19.7 7.5 8 0.347 -56.7 -19.7 8 8 0.375 -52.5 -19.7 8.25 -152 8 0.389 -50.7 -19.7 9.25 8 0.444 -44.3 -19.7 9.5 8 0.458 -43.0 -19.7 12 8 0.597 -33.0 -19.7 Table 2C,Allowable Design Loads Based on Constant Fastener Load,4d ring shank siding nail(1.5"x0.09"x0.215"),fasteners concealed(blind nail)at 6"O.C.to WSP sheathing only For 8.25 inch wide HardiePlank: Design load=ultimate failure load/FOS=-198 psf/3=-50.7 psf Effective tributary=((plank width exposed to weather X fastener spacing)/144)=((8.25-1.25)X 6)1144=0.292sq.ft. Fastener load=design load X tributary area=-66 X 0.292=-19.3 lbs The fastener loads for all other plank width were calculated based on the same fastener load /////, Calculated allowable design load=fastener load tested condition divided by area tributary for the condition to be calculatl l //// ��i' ,..s. Z' N J N •.. . HardiePlank Width =c ''' m y v a o W m ill ••r /rf r. (inches) �US co cur ¢oa LL� ��' • 5.25 6 0.167 -115.8 -19.3 I�'.'•. , /11 21 T., 6.25 6 0.208 -92.6 -19.3 7.25 6 0.250 -77.2 -19.3 :, 7.5 6 0.260 -74.1 -19.3 a •• n 8 6 0.281 -68.6 -19.3 -o '. STATE OF cc. � 8.25 -198 6 0.292 -66.0 -19.3 -::- C)e- FL O R`O `',4141/ ' �, �1��]]] 9.25 6 0.333 -57.9 -19.3 • 9.5 6 0.344 -56.1 -19.3 �(�/ 12 6 0.448 -43.1 -19.3 ��Jvlo6t Al E l 4 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC. 1-88B-542-7343 info@jameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber-cement siding transverse load capacity(wind load capacity)is determined via compliance testing to transverse load national test standards. Via the transverse load testing an allowable design load is determined based on a factor of safety of 3 applied to the ultimate test load. Since the allowable design load is based on factor of safety of 3,allowable design loads on fiber-cement siding correlate directly to required design pressures for Allowable Stress Design,and therefore should be used with combination loading equations for Allowable Stress Design(ASD). By using the combination loading equations for Allowable Stress Design(ASD),the tested allowable design loads for fiber-cement siding are aligned with the wind speed requirements in ASCE 7-10 Figure 26.5-1A,Figure 26.5-16,and Figure 26.5-1C. For this analysis,to calculate the pressures in Tables 4,5,and 6,the load combination will be in accordance with ASCE 7-10 Section 2.4 combining nominal loads using allowable stress design,load combination 7. Load combination 7 uses a load factor of 0.6 applied to the wind velocity pressure. Equation 1, qr=0.00256*K,*K„'Kd•V2 (ref.ASCE 7-10 equation 30.3-1) q,,velocity pressure at height z K,,velocity pressure exposure coefficient evaluated at height z K„,topographic factor IC,,wind directionality factor V,basic wind speed(3-second gust MPH)as determined from[2015 IBC,2017 FBC]Figures 1609.3(1),(2)or(3);ASCE 7-10 Figures 26.5-1A,B, or C Equation 2, V=V,i, (ref 2015 IBC&2017 FBC Section 1602.1 definitions) V,,,,,ultimate design wind speeds(3-second gust MPH)determined from[2015 IBC,2017 FBC)Figures 1609.3(1),(2)or(3);ASCE 7-10 Figures 26.5- 1A,B,or C Equation 3, p=q,'(GCPGCP;) (ref.ASCE 7-10 equation 30.64) GC,,product of external pressure coefficient and gust-effect factor GC,,,,product of internal pressure coefficient and gust-effect factor p,design pressure(PSF)for siding(allowable design load for siding) To determine design pressure,substitute q.,into Equation 3, Equation 4, p=0.00256*K,'K„*Kd*V,a'*(GCPGCP;) Allowable Stress Design,ASCE 7-10 Section 2.4.1,load combination 7, Equation 5, 0.6D+0.6W (ref.ASCE 7-10 section 2.4.1,load combination 7) D,dead load W,wind load(load due to wind pressure) To determine the Allowable Stress Design Pressure,apply the load factor for W(wind)from Equation 4 to p(design pressure)determined from equation 4 Equation 6, Pad=0.6*[p] Equation 7, p„d=0.6*[0.00256*K,Kr Kd*V„,z*(GCPGCP)] Equation 7 is used to populate Table 4,5,and 6. To determine the allowable ultimate basic wind speed for Hardie Siding in Table 7,solve Equation 7 for V,,,,, Equation 8, V,a,=(psi/0.6*0.00256*K,*K„*Kd*(GCP GCP))os Applicable to methods specified in Exceptions 1 through 3 of(2015 IBC,2017 FBC)Section 1609.1.1.,to determine the allowable nominal design wind speed(Vasd)for Hardie Siding in Table 7,apply the conversion formula below, Equation 9, V,=V„A*(0.6)a5 (ref.2015 IBC&2017 FBC Section 1609.3.1) V,sd,Nominal design wind speed(3-second gust mph) (ref.2015 IBC&2017 FBC Section 1602.1) Table 3,Coefficients and Constants used in Determining V and p, 1////////rio K, Wall Zone 5 111 f�\ t1 U`A)A,^'- Height(It) Exp B Exp C Exp D Ka K5 GC, GC,,, 111 ` V. •,• V V''t 0-15 0.7 0.85 1.03 h<_60 1 0.85 -1.4 0.18 11 ' ^' 20 0.7 0.9 1.08 1 0.85 -1.4 0.18 Oi '• NS 25 0.7 0.94 1.12 1 0.85 -1.4 0.18 ,\ 30 0.7 0.98 1.16 1 0.85 -1.4 0.18 ' �• rrr 35 0.73 1.01 1.19 1 0.85 -1.4 0.18 �.,�' .. 4 4 2 • &. 40 0.76 1.04 1.22 1 0.85 -1.4 0.18 \ �, •• , �,, * • 45 0.785 1.065 1.245 1 0.85 -1.4 0.16 ,, • 50 0.81 1.09 1.27 1 0.85 -1.4 0.18 55 0.83 1.11 1.29 1 0.85 -1.4 0.1860 0.85 1.13 1.31 1 0.85 -1.4 0.18 -a• STATE •OF w,�'' 100 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 �� O•'. •11.Q R to T,•••• 1 \\ FSS , t°�� /0 N Ak- ss'''-1ir9//®///ll 5 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com Table 4,Allowable Stress Design-Component and Cladding(C&C)Pressures(PSF)to be Resisted at Various Wind Speeds-Wind Exposure Category B, Wind Speed(3- second gust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height(ft) B B B B B B B B B B B B B B 0-15 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 20 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 _ -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 25 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 30 -14.4 -15.9 -17.5 -19.1 -20.8 -24.4 -28.3 -32.5 _ -37.0 -41.7 -46.8 -52.1 -57.8 -63.7 35 -15.1 -16.6 -18.2 -19.9 -21.7 -25.4 -29.5 -33.9 -38.6 -43.5 -48.8 -54.4 -60.2 -66.4 40 -15.7 -17.3 -19.0 -20.7 -22.6 -26.5 -30.7 -35.3 -40.1 -45.3 -50.8 -56.6 -62.7 -69.1 45 -16.2 -17.9 -19.6 -21.4 -23.3 -27.4 -31.7 -36.4 -41.5 -46.8 -52.5 -58.5 -64.8 -71.4 50 -16.7 -18.4 -20.2 -22.1 -24.1 -28.2 -32.7 -37.6 -42.8 -48.3 -54.1 -60.3 -66.8 -73.7 55 -17.1 -18.9 -20.7 -22.6 -24.7 -28.9 -33.6 -38.5 -43.8 -49.5 -55.5 -61.8 -68.5 -75.5 60 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 -70.1 -77.3 100 -25.6 -28.2 -31.0 -33.8 -36.9 -43.3 -50.2 -57.6 -65.5 -74.0 -82.9 -92.4 -102.4 -112.9 Table 5,Allowable Stress Design-Component and Cladding(C&C)Pressures(PSF)to be Resisted at Various Wind Speeds-Wind Exposure Category C, Wind Speed(3- second gust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height(ft) C C C C C C C C C C C C C C 0-15 -17.5 -19.3 -21.2 -23.2 -25.2 -29.6 -34.4 -39.5 -44.9 -50.7 -56.8 -63.3 -70.1 -77.3 20 -18.6 -20.5 -22.5 -24.6 -26.7 -31.4 -36.4 -41.8 -47.5 -53.7 -60.2 -67.0 -74.3 -81.9 25 -19.4 -21.4 -23.5 -25.6 -27.9 -32.8 -38.0 -43.6 -49.6 -56.0 -62.8 -70.0 -77.6 -85.5 30 -20.2 -22.3 -24.5 -26.7 -29.1 -34.2 -39.6 -45.5 -51.8 -58.4 -65.5 -73.0 -80.9 -89.2 35 -20.8 -23.0 -25.2 -27.6 -30.0 -35.2 -40.8 -46.9 -53.3 -60.2 -67.5 -75.2 -83.3 -91.9 40 -21.5 -23.7 -26.0 -28.4 -30.9 -36.3 -42.0 -48.3 -54.9 -62.0 -69.5 -77.4 -85.8 -94.6 45 -22.0 -24.2 -26.6 -29.1 -31.6 _ -37.1 -43.1 -49.4 -56.2 -63.5 -71.2 -79.3 -87.9 -96.9 50 -22.5 -24.8 - -27.2 -29.7 -32.4 -38.0 -44.1 -50.6 -57.6 -65.0 -72.9 -81.2 -89.9 -99.2 55 -22.9 -25.2 -27.7 -30.3 -33.0 -38.7 -44.9 -51.5 -58.6 -66.2 -74.2 -82.7 -91.6 -101.0 60 -23.3 -25.7 -28.2 -30.8 -33.6 -39.4 -45.7 -52.4 -59.7 -67.4 -75.5 -84.1 ' -93.2 -102.8 100 -32.6 -35.9 -39.4 -43.1 -46.9 -55.0 -63.8 -73.3 -83.4 -94.1 -105.5 -117.6 -130.3 -143.6 Table 6,Allowable Stress Design-Component and Cladding(C&C)Pressures(PSF)to be Resisted at Various Wind Speeds-Wind Exposure Category D, Wind Speed(3- second gust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height(ft) D D D D D D 0 D D D D D D D 0-15 -21.2 -23.4 -25.7 -28.1 -30.6 -35.9 -41.6 -47.8 -54.4 -61.4 -68.8 -76.7 -85.0 -93.7 20 -22.3 -24.6 -27.0 -29.5 -32.1 -37.7 -43.7 -50.1 -57.0 -64.4 -72.2 -80.4 -89.1 -98.2 25 -23.1 -25.5 -28.0 -30.6 -33.3 -39.0 -45.3 -52.0 -59.1 -66.8 -74.9 -83.4 -92.4 -101.9 30 -23.9 -26.4 -29.0 -31.6 -34.5 -40.4 -46.9 -53.8 -61.3 -69.2 -77.5 -86.4 -95.7 -105.5 35 -24.5 -27.1 -29.7 -32.5 -35.3 -41.5 -48.1 -55.2 -62.8 -70.9 -79.5 -88.6 -98.2 -108.3 40 -25.2 -27.7 -30.5 -33.3 -36.2 -42.5 -49.3 -56.6 -64.4 -72.7 -81.5 -90.9 -100.7 -111.0 45 -25.7 -28.3 -31.1 -34.0 -37.0 -43.4 -50.3 -57.8 -65.7 -74.2 -83.2 -92.7 -102.7 -113.3 50 -26.2 -28.9 -31.7 -34.6 -37.7 -44.3 -51.3 -58.9 -67.1 -75.7 -84.9 -94.6 -104.8 -115.5 55 -26.6 -29.3 -32.2 -35.2 -38.3 -45.0 -52.2 -59.9 -68.1 -76.9 -86.2 -96.1 -106.4 -117.4 60 -27.0 -29.8 -32.7 -35.7 -38.9 -45.7 -53.0 -60.8 -69.2 -78.1 -87.6 -97.6 -108.1 -119.2 100 -37.0 -40.8 -44.7 -48.9 -53.2 -62.5 -72.5 -83.2 -94.6 -106.8 -119.8 -133.4 -147.9 -163.0 Tables 4,5,and 6 are based on ASCE 7-10 and consistent with the 2015 IBC,2015 IRC and the 2017 Florida Building Code. 1 IIA OG/i�/^r'' \ 'll `(� rlrrr •+ry o� e 9 3 0 1',*04 ; 2` G1 y w -o = STATE OF ` G` 9p Ait- I O RIa4` w*, 6 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com 1fIf11f�`/OGA/�jf-` I� ••. Table 7,Allowable Wind Speed(mph)for HardiePlank Lap Siding(Analytical Method in ASCE 7-10 Chapter 30 CBC Part 1 and Par{f33•"'A E �� 2015113C,2017 FBC 2015 IBC,2017 FBC - _�' I 1 21 �� Allowable,Ultimate Allowable,Nominal I • • ,y, 4 Design Wind,Speed, Design Wind,Speed, ( : Tt A VS, as \ STA % (3-second gust mph) (3-second ust mph) Z. "13 OF :• Q`it4 Applicable to methods 1,/��•../C/O R IO'P,••✓R V+ specified in[2015 IBC, Applicable to methods C Il �°" I 2017 FOC]Section specified in Exceptions 1 61 '••••" 1609.1.1.as determined by through 3 of[2015 IBC, L7 I• �t1t( •t' [2015 IBC,2017 FOCI 2017 FBC]Section A �r sem-Qt�11y L `f,1'° Figures 1609.3(1),(2)or 1609.1.1. /////J6/ (3). Coefficients used in Table 6 calculations for V,,, Wind exposure category Wind exposure category Siding K, Product Fastener Building Allowable Product Thickness Width Fastener Fastener Frame Spacing Heightt.z B C D B C D Design (inches) (inches) Type Spacing Type Load (inches) (feet) (PSF) _Exp B Exp C Exp D K„ Ka GCp GCp 0-15 268 243 221 207 188 171 k -103.5 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 266 236 216 207 183 167 -103.5 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 25 268 231 212 207 179 164 -103.5 0.7 0.94 1.12 1 0.85 -1.4 0.18 5!8'long x or 20 ga. 30 268 226 208 207 175 161 -103.5 0.7 098 1.16 1 085 -1.4 0.18 0.375"HD Blind steel 35 262 223 205 203 173 159 -103.5 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 5.25 screwed framing, 12 40 257 220 203 199 170 157 -103.5 0.76 1.04 1.22 1 0.85 -1.4 0.18 ribbed to WSP 7/16"thick 45 253 217 201 196 168 155 -103.5 0.785 1.065 1.245 1 0.85 -1.4 0.18 waferhead WSP 50 249 215 199 193 166 154 -103.5 0.81 1.09 1.27 1 0.85 -1.4 0.18 screws sheathing 55 246 213 197 190 165 153 -103.5 0.83 1.11 1.29 1 0.85 -1.4 0.18 • 60 243 211 196 188 163 152 -103.5 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 201 178 167 156 138 130 -103.5 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 236 214 195 183 166 151 -80.6 0.7 0.85 1.03-hs60 1 0.85 -1.4 0.18 20 236 208 190 183 161 147 -80.6 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 25 236 204 187 183 158 145 -80.6 0.7 094 1.12 1 0.85 -1.4 0.18 518"long x or 20 ga. 30 236 200 184 • 183 155 142 , -80.6 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375"HD Blind steel 35 231 197 181 ' 179 ' 152 140 -80.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 6.25 ribbed screwed framing, 12 40 227 194 179 176 r 150 139 -80.8 t 0.76 1.04 1.22 1 0.85 -1.4 0.18 waferhead to WSP 7/16"thick 45 223 192 177 173 148 137 -80.6 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 220 189 175 170 147 136 -80.6 ' 0.81 1.09 1.27' 1 0.85 -1.4 0.18 screws' sheathing 55 217 188 174 168 145 135 , -80.6 ' 0.83 1.11 1.29 i 1 0.85 -1.4 0.18 60 214 186 173 166 144 134 -80.6 r 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 177 157 148 137 122_ 114 -80.6 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 213 193 175 165 150 136 t -65.3 0.7 0.85 1.03 hs60 �1 0.85 -1.4 0.18 , 20 213 188 171 165 145 133 -65.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 25 213 184 168 165 142 130 -65.3 t 0.7 ' 0.94 1.12 1 0.85 -1.4 0.18 5!8"ton x or 20 ga. 30 213 180 165 165 139 ) 128 -65.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375"HD Blind steel 35 208 177 163 ' 161 137 l 126 -65.3 k 0.73, 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 7.25 ribbed screwed framing, 12 40 204 175 161 158 135 , 125 -65.3 0.76 1.04 1.22 1 0.85 -1.4 0.18 waferhead to WSP 7116"thick 45 201 172 159 156 134 124 -65.3 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 198 170 158 153 132 122 -65.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 screws sheathing 55 195 169 157 151 131 121 -65.3 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 193 167 155 150 130 120 -65.3 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 160 142 133 124 110 103 -65.3 0.99 1.26 1.43 11>60 1 0.85 -1.8 0.18 0-15 206 188 171 161 146 133 -62.3 ' 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 208 183 167 161 142 130 -62.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 25 208 179 164 161 139 127 -62.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 5!8"long x or 20 ga. 30 206 176 161 161 136 125 -62.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375"HD Blind steel 35 203 173 159 158 134 123 -62.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 7.5 ribbed screwed framing, 12 40 199 170 157 154 132 122 -62.3 0.76 1.04 1.22 1 0.85 -1.4 0.18 waferhead to WSP 7/16"thick 45 196 168 156 152 130 121 -62.3 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 193 166 154 150 129 119 -62.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 screws sheathing 55 191 165 153 148 128 119 -62.3 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 188 163 152 146 127 118 -62.3 0.85 1.13 1.31 1 085 -1.4 0.18 100 156 138 130 121 107 101 -62.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 198 180 164 154 139 127 -56.9 0.7 0.85 1.03 h560 1 0.85 -1.4 0.18 20 198 175 160 154 136 124 -56.9 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 25 198 171 157 154 133 122 -56.9 0.7 0.94 1.12 1 0.85 -1.4 0.18 518"long x or 20 ga. 30 198 168 154 154 130 119 -56.9 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375"HD Blind steel 35 194 165 152 151 128 118 -56.9 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 8 screwed framing, 12 40 190 163 150 148 126 116 -56.9 0.76 1.04 1.22 1 0.85 -1.4 0.18 ribbed to WSP 7/16"thick 45 187 161 149 145 125 115 -56.9 0.785 1.065 1.245 1 0.85 -1.4 0.18 screws° waferhead WSP 50 184 159 147 143 123 114 -56.9 0.81 1.09 1.27 1 0.85 -1.4 0.18 sheathing 55 182 158 146 141 122 113 -56.9 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 180 156 145 139 121 112 -56.9 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 149 132 124 115 102 96 -56.9 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 7 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC. I`�i///i/i,^,,,, 1-888-542-7343 n o@j meshardie.com #,�111''t�,• 0`GA�/�' . 201518C,2017 FBC 201518C,2017 FBC \� /r Allowable,Ultimate Allowable,Nominal I O• �21 � Design Wind,Speed, Design Wind,Speed, si ],5 45 • (3-second gust mph) (3-second ust mph) STATE OF ;• (�• �; Applicable to methods ,� O 1' ,..):41 4 #\ specified in[201518C, Applicable to methods /�� ••, D R 11011N,.....\ `r ### I I 2017 FBC[Section specified in Exceptions 1 (1 ••........•• 1609.1.1.as determined by through 3 of pots IBC, V 0/D �(�� [2015 IBC,2017 FBC] 2017 FRC]Section NAL `- f Figures 1609.3(1),(2)or 1609.1.1. ��i�r�i, y/i1't f (3). Coefficients used in Table(l�kl)ations for V,,,, Wind exposure category Wind exposure category Siding lc Product Fastener Building Allowable Product Thickness Width Fastener Fastener Frame Spacing Heightk'2 B C D B C D Design (inches) (inches) Type Spacing Type (inches) (feet) Load (PSF) Exp B Exp C Exp D K„ Ke GC, GCS; 0-15 194 176 160 150 136 124 -54.4 0.7 0.85 1.03 5060 1 0.85 -1.4 0.18 20 194 171 156 150 133 121 -54.4 0.7 0.9 1.08 _1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 25 194 168 153 150 130 119 -54.4 0.7 0.94 1.12 1 0.85 -1.4 0.18 518"long x or 20 ga. 30 194 164 151 150 127 117 -54.4 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375"HD Blind steel 35 190 162 149 147 125 115 -54.4 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 8.25 screwed framing, 12 40 186 159 147 144 123 114 -54.4 0.76 1.04 1.22 1 0.85 -1.4 0.18 ribbed waferheadto WSP 7/16"thick 45 183 157 146 142 122 113 -54.4 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 180 156 144 140 121 112 -54.4 0.81 1.09 1.27 1 0.85 -1.4 0.18 screws sheathing 55 178 154 143 138 119 111 -54.4 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 176 153 142 136 118 110 -54.4 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 146 129 121 113 100 94 -54.4 0.99 1.26 1.43 9>60 1 0.85 -1.8 0.18 0-15 179 162 148 139 126 114 -46.3 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 179 158 144 139 122 112 -46,3 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 25 179 154 142 139 120 110 -46.3 0.7 0.94 1.12 1 0.85 -1.4 0.18 5/8"long x or 20 ga. 30 179 151 139 139 117 108 -46.3 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375"HD Blind steel 35 175 149 137 136 115 106 -46.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 9.25 screwed framing, 12 40 172 147 136 133 114 105 -46.3 0.76 1.04 1.22 1 0.85 -1.4 0.18 ribbed to WSP 7/16"thick 45 169 145 134 131 112 104 -46.3 0.785 1.065 1.245 1 0.85 -1.4 0.18 waferhead WSP 50 166 143 133 129 111 103 -46.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 screws sheathing 55 164 142 132 127 110 102 -463 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 162 141 131 126 109 101 -46.3 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 134 119 112 104 92 87 -46.3 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 176 159` 145 i 136 123 112 -44.5 0.7 0.85 1.03 8060 1 0.85 -1.4 0.18 20 176 155 141 136 120 109 -44.5 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.8 x 1- 2X4 wood 25 176 152 139 136 117 108 -44.5 0.7 0.94 1.12 1 0.85 -1.4 0.18 518"long x or 20 ga. 30 176 148 136 136 115 106 -44.5 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375"HD Blind steel 35 172 146 135 133 113 104 -44.5 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5116 9.5 screwed framing, 12 40 169 144 133 131 112 103 -44.5 0.78 1.04 1.22 1 0.85 -1.4 0.18 ribbed to WSP 7/16"thick 45 166 142 132 128 110 102 -44.5 0.785 1.065 1.245 1 0.85 -1.4 0.18 waferhead WSP 50 163 141 130 126 109 101 -44.5 0.81 1.09 1.27 1 0.85 -1.4 0.18 screws6 sheathing 55 161 139 129 125 108 100 -44.5 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 159 138 128 123 107 99 -44.5 0.85 1,13 1.31 1 0.85 -1.4 0.18 100 132 _ 117 - 102 91 - -44.5 0.99 1.26 1.43 h>60 1 0.85 -1,8 0.18 ` 0-15 148 134 122 115 104 94 -31.6 0.7 0.85 1.03 h_60 1 0.85 -1.4 0.18 20 148 131 119 115 101 92 -31.6 0.7 0.9 1.08 1 0.85 -1.4 0.18 No.B x 1- 2X4 wood 25 148 128 117 115 99 91 -31.6 0.7 0.94 1.12 1 0.85 -1.4 0.18 5/8"long x or 20 ga. 30 148 125 115 116 97 89 -31.6 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.375"HD Blind steel 35 145 123 113 112 95 88 -31.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 12 screwed framing, 12 40 142 121 112 110 94 87 -31.6 0.76 1.04 1.22 1 0.85 -1.4 0.18 ribbed to WSP 7/16"thick 45 140 120 111 108 93 86 -31.6 0.785 1.085 1.245 1 0.85 -1.4 0.18 waferhead WSP 50 138 119 - 107 92 - -31.6 0.81 1.09 1.27 1 0.85 -1.4 0.18 screws sheathing 55 136 118 - 105 91 - -31.6 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 134 116 - 104 90 - -31.6 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 111 - - 86 - - -31.6 0.99 1.26 1.43 5>60 1 0.85 -1.8 0.18 0-15 248 225 204 192 174 158 -86.7 0.7 0.85 1.03 5060 1 0.85 -1.4 0.18 20 248 219 199 192 169 155 -88.7 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 248 214 196 192 166 152 -88.7 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 248 209 192 192 162 149 -88.7 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 243 206 190 188 160 147 -88.7 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardlePlank 5/16 5.25X 1.5"long nailed to framing, 8 40 238 203 188 184 157 145 -88.7 0.76 1.04 1.22 1 0.85 -1.4 0.18 ring shank WSP 7/16"thick 45 234_ 201 186 181 156 144 -88.7 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 230 199 184 178 154 143 -88.7 0.81 1.09 1.27 1 0.85 -1.4 0.18 nail6 sheathing 55 228 197 183 176 152 141 -88.7 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 225 195 181 174 151 140 -88.7 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 186 165 155 144 128 120 -88.7 0.99 1.26 1.43 5>60 1 0.85 -1.8 0.18 8 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTING70N2922602CA92649 icti°/•Oii`,,,/,,, W,1 714-847-4595 FAX /X111 PROJECT:RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC. \lyre 1-888-542-7343 info@jameshardie.com O Ai • • STAG OF :'� \; 2015/8C,2017 FBC 2015 IBC,2017 FBC -O _ Allowable,Ultimate Allowable,Nominal ?Or"'• FLQR 'f'•• �a h Design Wed,Speed, Design Wn ,Speed, `` l •;,( V,,as, Veys, sS!ONM- I (3-second gust mph) (3-second gust mph) Applicable to methods ''e,ai/9/i Ji specified in[2015 IBC, Applicable to methods 2017 FBC]Section specified in Exceptions 1 1609.1.1.as determined by through 3 01[2015 IBC, [2015 IBC,2017 PBC) 2017 PBC]Section Figures 1609.3(1).(2)or 1609.1.1. (3). Coefficients used in Table 6 calculations for V„i, Wind exposure category Wind exposure category, Siding K, Product Fastener Building Allowable Product Thickness Width Fastener Fastener Frame Spacing Height''2 B C D B C D Design (inches) (inches) Type Spacing Type Load (inches) (feet) (PSF) Exp B Exp C Exp D lc, Kd GCp GC, 0-15 222 r 201 183 t 172 156 142 -70.9 0.7 0.85 1.03 hs60 1 0.85 -14 0.18 20 222 195 178 172 151 138 -70.9 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 222 191 175 172 148 136 -70.9 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 222 187 172 172 145 133 -70.9 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 217 185 170 ' 168 143 132 -70.9 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 6.25X 1.5"long nailed to framing, 8 40 213 182 168 165 141 130 -70.9 0.76 1.04 1.22 1 0.85 -1.4 0.18 ring shank WSP 7/16'thick 45 209 180 166 r 162 139 129 -70.9 0.785 1.065 1.245 1 0.85 -1.4 0.18 nails WSP 50 206 178 165 160 138 127 -70.9 0.81 1.09 1.27 1 0.85 -1.4 0.18 sheathing 55 204 176 163 158 136 126 -70.9 0.83 1.11 1.29 1 085 -1.4 0.18 60 201 174 162 r 156 135 125 -70.9 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 166 148 139 129 114 107 -70.9 0.99 1.26 1.43 11>60 1 0.85 -1.8 0.18 0-15 202 184 167 157 142 129 -59.1 0.7 0.85 1.03 50060 1 0.85 -1.4 0.18 20 202 178 163 ' 157 138 126 -59.1 0.7 I 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 202 175 160 ' 157 135 124 -59.1 0.7 k 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 202 171 157 157 132 122 -59.1 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 198 168 155 f 153 130 120 -59.1 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 7.25 X 1.5"long nailed to framing, 8 40 194 166 153 150 129 119 -59.1 0.76 1.04 1.22 1 0.85 -1.4 0.18 ring shank WSP 7/16"thick 45 191 164 152 ' 148 127 118 -59.1 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP SP 50 188 162 150 146 , 126 116 -59.1 0.81 1.09 1.27 1 0.85 -1.4 0.18 sheathing 55 186 161 149 144 124 115 -59.1 0.83 1.11 1.29 1 085 -1.4 0.18 60 184 159 148 142 123 115 -59.1 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 152 135 126 118 104 98 -59.1 0.99 1.26 1.43 6>60 1 0.85 -1.8 0.18 0-15 198 180 1631 154 139 127 -56.8 0.7 0.85 1.03 5060 1 0.85 -1.4 0.18 20 198 175 160 154 135 124 -56.8 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 198 171 157 ; 154 , 133 � 121 -56.8 0.7 0.94 1.12' 1 0.85 -1.4 0.18 shank X or 20 ga. 30 198 168 154 154 130 119 -56.8 07 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 194 , 165 152 150 128 , 118 -56.8 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 7.5X 1.5"long nailed to framing, 8 40 190 163 150 r 147 126 116 -56.8 0.76 1.04 1.22 1 0.85 -1.4 0.18 ring shank WSP 7/16"thick 45 187 161 149 145 124 115 -56.8 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 184 159 147 143 123 114 -56.8 0.81 1.09 1.27 1 0.85 -1.4 0.18 nails sheathing 55 182 157 146 141 122 113 -56.8 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 180 156 145 139 121 112 -56.8 0.85 1.13 1.31 1 0.85 -14 0.18 100 149 132 124 115 102 96 -56.8 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 191 173 157 148 134 122 -52.5 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 191 168 154 148 130 119 -52.5 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 191 165 151 ' 148 128 117 - -52.5 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 191 161 148 148 125 115 -52.5 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 187 159 146 145 123 113 -52.5 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 8X 1.5"long nailed to framing, 8 40 183 156 144 142 121 112 -52.5 0.76 1.04 1.22 1 0.85 -1.4 0.18 ring shank WSP 7116"thick 45 180 155 143 140 120 111 -52.5 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 177 153 142 137 118 110 -52.5 0.81 1.09 1.27 1 0.85 -1.4 0.18 nail s sheathing 55 175 151 141 136 117 109 -52.5 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 173 150 139 134 116 108 -52.5 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 143 127 119 111 98 92 -52.5 0.99 1.26 1.43 6>60 1 0.85 -1.8 0.18 0-15 187 170 154 145 132 120 -50.7 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 187 165 151 145 128 117 -50.7 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 187 162 148 145 125 115 -50.7 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 187 158 146 145 123 113 -50.7 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 183 156 144 142 121 111 -50.7 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 8.25X 1.5"long nailed to framing, 8 40 180 154 142 139 119 110 -50.7 0.76 1.04 1.22 1 0.85 -1.4 0.18, ring shank WSP 7/16"thick 45 177 152 140 137 118 109 -50.7 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 174 150 139 135 116 108 -50.7 0.81 1.09 1.27 1 0.85 -1.4 0.18 nails sheathing 55 172 149 138 133 115 107 -50.7 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 170 147 137 132 114 106 -50.7 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 141 125 117 109 97 91 -50.7 0.99 1.26 1.43 6>60 1 0.85 -18 0.18 9 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 ��r JAMES HARDIE BUILDING PRODUCTS,INC. +110 '1 OGA y�q 9� -- 1-888-542-7343 info@jameshardie.com >>�'`, I Of r Yom•. 1 f y1 N4'4121 '" ? 2015/BC,2017 FBC 2015 IBC,2017 FBC ; .*• Allowable,Ultimate Allowable,Nominal Design Wind,Speed, Design Wind,Speed, .WI3, 1'•" STATE OF :12 �,� 5 5 Vasdt pL' (3-second gust mph) (3-second gust mph) ' q<N•"• FL O R101.*.... =• V �S% Applicable to methods �'n • 0 N. Y p� specified in[2015 IBC. Applicable to methods S� •� ,/SUf](7 2017 FBC)Section specified in Exceptions 1 A-1._ 1609.1.1.as determined by through 3 of[2015 IBC, l.`ff„....tif [2015 IBC,2017 FBC] 2017 FBC]Section Figures 1609.3(1),(2)or 1609.1.1. (3). Coefficients used in Table 6 calculations for V,,,, Wind exposure category Wind exposure category Siding K, Product Fastener Building Allowable Product Thickness Width Fastener Fastener Frame Spacing Height'2 B C D B C D Design (inches) (inches) Type Spacing Type (inches) Load (feet) (PSF) Exp B Exp C Exp D K„ Kd GC, GC,. 0-15 175 159 144 136 123 112 -44.3 0.7 0.85 1.03 hoes 1 0.85 -1.4 0.18 20 175 155 141 136 120 109 -44.3 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 175 151 139 136 117 107 -44.3 07 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 175 148 136 136 115 105 -44.3 0.7 age 1.16 1 0.85 -14 0.18 0.215"HD Blind steel 35 172 146 134 133 113 104 -44.3 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 9.25 X 1.5"long nailed to framing. 8 40 168 144 133 130 111 103 -44.3 0.76 1.04 1.22 1 0.85 -1.4 0.18 ring shank WSP 7/16"thick 45 165 142 131 128 110 102 -44.3 0.785 1.065 1.245 1 0.85 -1.4 0.18 nails WSP 50 163 140 130 126 109 101 -44.3 0.81 1.09 1.27 1 0.85 -1.4 0.18 sheathing 55 161 139 129 125 108 100 -44.3 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 159 138 128 123 107 99 -44.3 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 132 117 - 102 90 - -44.3 0.99 1.26 1.43 5>60 1 0.85 -1.8 0.18 0-15 173 157 142 134 121 110 -43.0 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 _ 20 173 152 139_ 134 118 108 -43.0 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 173 149 136 '134 115 106 -43.0 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. - 30 173 146 134 134 113 104 -43.0 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215'HD Blind steel 35 169 144 132 131 111 103 -43.0 0.73 1.01 1.19 1 0.85 -14 0.18 HardiePlank 5/16 9.5 nailed to framing, 8 40 166 142 131 128 110 101 -43.0 0.76 1.04 1.22 1 0.85 -14 0.18 X 1.5"long WSP 7/16"thick 45 163 140 129 126 108 100 -43.0 0.785 1.065 1.245 1 0.85 -1.4 0.18 ring shank WSP50 160 138 128 124 107 99 -43.0 0.81 1.09 1.27 1 0.85 -1.4 0.18 _ nails sheathing 55 158 137 127 123 106 98 -43.0 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 157 136 126 121 105 98 -43.0 0.85 1.13 1.31 1 0.85 -1.4 0.18- 100 130 115 - 100 89 - -43.0 0.99 1.26 1.43 11>60 1 0.85 -1.8 0.18 0-15 151 137 125 117 106 97 -33.0 0.7 0.85 1.03 hs60 1 0.85 -14 0.18 20 151 133 122 117 103 94 -33.0 0.7 0.9 1.08] 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 151 130 119 117 101 93 -33.0 0.7 0.94_ 1.12 1 0.85 -1.4 0.18 - shank X or 20 ga. 30 151 128 117 117 99 91 -33.0 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 148 126 116 115 97 90 -33.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 12X 1.5"long nailed to framing. 8 40 145 124 114 112 96 89 -33.0 0.76 1.04 1.22 1 0.85 -1.4, 0.18 ring shank WSP 7/16"thick 45 143 123 113 111 95 88 -33.0 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 141 121 112 109 94 87 -33.0 0.81 1.09 1.27 1 0.85 -1.4 0.18 nails sheathing 55 139 120 111 108 93 86 -33.0 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 137 119 110 106 92 86 -33.0 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 114 - - 88 - - _ -33.0 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 283 257 233 219 199 181 -115.8 0.7 0.85 1.03 1i060 1 0.85 -1.4 0.18 20 283 250 228 219 193 177 -115.8 0.7 0.9 1.08 1 0.85 -14 0.18 0.090" 2X4 wood 25 283 244 224 219 189 173 -115.8 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 283 239 220 219 185 170 -115.8 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 277 236 217 215 183 168 -115.8 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/165.25 X 1.5"long nailed to framing, 6 40 272 232 215 211 180 166 -115.8 0.76 1.04 1.22 1 0.85 -1.4 0.18 ring shank WSP 7/16"thick 45 267 230 212 207 178 164 -115.8 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 263 227 210 204 176 163 -115.8 0.81 1.09 1.27 1 0.85 -1.4 0.18 nails sheathing 55 260 225 209 201 174 162 -115.8 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 257 223 207 199 173 160 -115.8 0.85 1.13 1.31 1 0.85 -1,4 0.18 100 213 189 177 165 146 137 -115.8 0.99 1.26 1.43 6>60 1 0.85 -1.8 0.18 0-15 253 230 209 196 178 162 -92.6 0.7 0.85 1.03 hs60 1 0.85 -1.4 0.18 20 253 223 204 196 173 158 -92.6 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 253 219 200 196 169 155 -92.6 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 253 214 197 196 166 152 -92.8 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 248 211 194 192 163 150 -92.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 6.25X 1.5"long nailed to framing, 6 40 243 208 192 188 161 149 -92.6 0.76 1.04 1.22 1 0.85 -1.4 0.18 ring shank WSP 7/16"thick 45 239 205 190 185 159 147 -92.6 0.785 toss 1.245 1 0.85 -1.4 0.18 WSP 50 235 203 188 182 157 146 -92.6 0.81 1.09 1.27 1 0.85 -1.4 0.18 nails sheathing 55 233 201 187 180 156 145 -92.6 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 230 199 185 178 154 143 -92.6 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 190 169 158 147 131 123 -92.6 0.99 1.26 1.43 5>60 1 0.85 -1.8 0.18 10 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 f////////iii,,,,' 714-847-4595 FAX PROJECT:RIO-2688-17 1111f1 O AWq i.; JAMES HARDIE BUILDING PRODUCTS,INC. 111 1-888-542-7343 \\\ / �,` �� info@jameshardie.com \\ / y O • • 21 • • • 2015 1BC,2017 FBC 2015113C, \ C,2017 FBC T : c-{ Allowable,Ultimate Allowable,Nominal SCAT Or n[ •• (` \\ Design Wind,Speed, Design Wind,Speed, "A FL O B \ Vas V.,,,,'5, O ,� ,�F (3-second gust mph) (3-second gust mph) _ ....... •••�•• •• �� Applicable to methods Sion�AL 1 specified in[2015 IBC, Applicable to methods ��i..i„///////I 2017 FBC]Section specified in Exceptions 1 1609.1.1.as determined by through 3 of[2015 IBC, [2015IBC,2017 FBC) 2017 FBC)Section Figures 1609.3(1),(2)or 1609.1.1. (3). Coefficients used in Table 6 calculations for V,0 Wed exposure category Wind exposure category Siding K, Product Fastener Building Allowable Product Thickness Width Fastener Fastener Frame Spacing Height" B C D B C D Design (inches) (inches) Type Spacing Type (inches) Load (feet) (PSF) Exp B Exp C Sop D Kc K,. GCr GC, 0-15 231 210 191 179 163 148 -77.2 0.7 0.85 1.03 5560 1 0.85 -1.4 0.18 20 231 204 186 179 158 144 -77.2 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 231 200 183 179 155 142 ( -77.2 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 231 195 180 179 151 139 -77.2 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 226 192 177 175 149 137 -77.2 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 7.25X 1.5"long nailed to framing, 6 40 222 190 175 172 147 136 -77.2 0.76 1.04 1.22 1 0.85 -1.4 0.18 ring shank WSP 7/16"thick 45 218 187 173 r 169 145 134 r -77.2 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 215 185 172 166 144 133 -77.2 0.81 1.09 1.27 1 0.85 -1.4 0.18 nails sheathing 55 212 184 170 164 142 132 -77.2 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 21D 182 169 163 141 131 -77.2 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 174 154 145 135 119 112 -77.2 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 227 206 187 175 159 145 -74.1 0.7 0.85 1.03 11560 1 0.85 -1.4 0.18 20 227 200 182 175 155 141 -74.1 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 227 195 179 175 151 139 -74.1 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 227 191 176 175 148 136 -74.1 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 222 ' 189 174 172 146 135 -74.1 0.73 1.01 1.19 11 1 0.85- 1.4 0.18 HardiePlank 5/16 7.5X 1.5"long nailed to framing, 6 40 217 186 172 168 144 133 ( -74.1 l 0.76 1.04 1.22 1 0.85 -1.4 0.18 ring shank WSP 7/16"thick 45 214 184 170 166 142 132 -74.1 0.785 1.065 1.245 1 0.85 -1.4 0.18 oafs WSP 50 211 182 168 163 141 130 -74.1 0.81 1.09 1.27 1 0.85 -1.4 0.18 sheathing 55 208 180 167 161 139 129 -74.1 , 0.83 1.11 , 1.29 1 0.85 -1.4 0.18 60 206 178 166 159 138 128 -74.1 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 170 151 142 132 117 110 -74.1 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 218 198 180 169 153 139 ( -68.6 0.7 0.85 1.03 11560 1 0.85 -1.4 0.18 20 218 192 176 169 149 136 -68.6 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 218 188 172 169 , 146 133 -68.6 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 218 184 ' 169 169 143 131 -68.6 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 213 181 167 165 141 130 -68.6 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 8nailed to framing, 6 40 ' 209 179 165 162 139 r 128 -68.6 0.76' 1.04 i 1.22 1 0.85 -1.4 0.18 X 1.5"long ring shank WSP 7/16"thick 45 206 177 163 159 137 127 -68.6 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 203 175 162 157 135 ' 125 -68.6 0.81 1.09 1.27 1 0.85 -1.4 0.18 nails sheathing 55 200 173 161 155 ' 134 124 -68.6 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 198 172 159 153 133 123 -68.6 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 164 145 136 127 112 106 -68.6 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 214 194 176 166 150 137 -66.0 0.7 0.85 1.03 11560 1 0.85 -1.4 0.18 20 214 189 172 166 146 r 133 -66.0 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 214 184 169 166 143 ' 131 -66.0 0.7 - 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 214 181 166 166 140 129 -66.0 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 209 178 164 162 138 127 -66.0 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 8.25nailed to framing, 6 40 205 175 162 159 136 125 -66.0 0.76 1.04 1.22 1 0.85 -1.4 0.18 X 1.5"long WSP 7/16"thick 45 202 173 160 156 134 124 -66.0 0.785 1.995 1.245 1 0.85 -1.4 0.18 ring shank WSP 50 199 171 159 154 133 123 -66.0 0.81 1.09 1.27 1 0.85 -1.4 0.18 nails sheathing 55 196 170 157 152 132 122 -66.0 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 194 168 156 150 130 121 -66.0 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 161 142 134 124 110 _ 104 -66.0 0.99 1.26 1.43 h'60 1 0.85 -1.8 0.18 0-15 200 182 165 155 141 128 -57.9 0.7 0.85 1.03 5.930 1 0.85 -1.4 0.18 20 200 177 161 155 137 125 -57.9 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 200 173 158 155 134 123 -57.9 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 200 169 156 155 131 120 -57.9 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 196 167 154 152 129 119 -57.9 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 9.25X 1.5"long nailed to framing, 6 40 192 164 152 149 127 117 -57.9 0.76 1.04 1.22 1 0.85 -1.4 0.18 ring shank WSP 7/16"thick 45 189 162 150 146 126 116 -57.9 0.785 1.065 1.245 1 0.85 -1.4 0.18 WSP 50 186 160 149 144 124 115 -57.9 0.81 1.09 1.27 1 0.85 -1.4 0.18 nails sheathing 55 184 159 148 142 123 114 -57.9 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 182 158 146 141 122 113 -57.9 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 150 133 125 117 103 97 -57.9 0.99 1.26 1.43 h>60 1 0.85 -18 0.18 11 RONALD I.OGAWA ASSOCIATES,INC. 16835 ALGONQUIN STREET#443 HUNTINGTON BEACH,CA 92649 714-292-2602 714-847-4595 FAX PROJECT:RIO-2688-17 JAMES HARDIE BUILDING PRODUCTS,INC. 1-888-542-7343 info@jameshardie.com 2015 IBC,2017 FBC 201518C,2017 FBC Allowable,Ultimate Allowable,Nominal Design Wind,Speed, Design Wind,Speed, V s, V, 4,5, „n � (3-second gust mph) (3-second gust mph) Applicable to methods specified in[2015 IBC, Applicable to methods 2017 FBC]Section specified in Exceptions 1 1609.1.1.as determined by through 3 01[2015 IBC, [20151 BC,2017 FOC] 2017 FBC]Section Figures 1609.3(1),(2)or 1609.1.1. (3). Coefficients used in Table 8 calculations for V,0 Wind exposure category Wind exposure category Siding K, Product Fastener Building Allowable Product Thickness VVidth Fastener Fastener Frame Spacing Height12 B C D B C D Design (inches) (inches) Type Spacing Type (inches) (feet) Load (PSF) Exp B Exp C Exp D K. lC, GCp GC,. 0-15 197 179 163 153 139 126 -56.2 0.7 0.85 1.03 5<60 1 0.85 -1.4 0.18 20 197 174 159 153 135 123 -56.2 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 197 170 156 153 132 121 -56.2 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 197 167 153 153 129 119 -56.2 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 193 164 151 150 127 117 -56.2 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 9.5X 1.5"long nailed to framing, 6 40 189 162 149 147 125 116 -56.2 0.76 1.04 1.22 1 0.85 -1.4 0.18 ring shank WSP 7/16'thick 45 186 160 148 144 124 115 -56.2 0.785 1.065 1.245 1 0.85 -1.4 0.18 nails WSP 50 183 158 146 142 122 113 -56.2 0.51 1.09 1.27 1 0.85 -1.4 0.18 sheathing 55 181 157 145 140 121 113 -56.2 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 179 155 144 139 120 112 -56.2 0.85 1.13 1.31 1 0.85 -14 0.18 100 148 131 123 115 102 95 -56.2 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 0-15 173 157 142 134 121 110 -43.1 0.7 0.85 1.03 ha6o 1 0.85 -1.4 0.18 20 173 152 139 134 118 108 -43.1 0.7 0.9 1.08 1 0.85 -1.4 0.18 0.090" 2X4 wood 25 173 149 137 134 115 106 -43.1 0.7 0.94 1.12 1 0.85 -1.4 0.18 shank X or 20 ga. 30 173 146 134 134 113 104 -43.1 0.7 0.98 1.16 1 0.85 -1.4 0.18 0.215"HD Blind steel 35 169 144 132 131 111 103 -43.1 0.73 1.01 1.19 1 0.85 -1.4 0.18 HardiePlank 5/16 12 X 1.5"long nailed to framing. 6 40 166 142 131 128 110 101 -43.1 0.76 1.04 1.22 1 0.85 -1.4 0.18 ring shank WSP 7/16"thick 45 163 140 130 126 108 100 -43.1 0.785 1.065 1.245 1 0.85 -1.4 0.18 nails WSP 50 161 138 128 124 107 99 -43.1 0.81 1.09 1.27 1 0.85 -1.4 0.18 sheathing 55 159 137 127 123 106 99 -43.1 0.83 1.11 1.29 1 0.85 -1.4 0.18 60 157 136 126 121 105 98 -43.1 0.85 1.13 1.31 1 0.85 -1.4 0.18 100 130 115 - 101 89 - -43.1 0.99 1.26 1.43 h>60 1 0.85 -1.8 0.18 1.Building height=mean roof height(in feet)of a building,except that eave height shall be used for roof angle 0 less than or equal to 10°(2-12 roof slope). 2.Linear interpolation of building height a 60 ft)and wind speed is permitted. 3.V„it=ultimate design wind speed 4.V,,,,=nominal design wind speed 5.Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 CBC Part 1 and Part 3:1=1,K.,0.85,GCp 1.4(h560),GC -1.8(h>60),GC0=0.18. 6.Fastener length shall be sufficient to penetrate back side of the WSP sheathing by at least 1/4"for nails or 3 full theads for screws. LIMITATIONS OF USE: 1)In High Velocity Hurricane Zones(HVHZ)install per Miami-Dade County Florida,NOA 17-0406.06 f f///f�/// ,,,�,�,,`s `' � • �g / $ 4\2l ; * t. • • • S- ME,OF r` t .' ---. /PO...' Ft.0 RO'/" 41 FSSIONAN- ,e 12 OFFICE COPY ALLOWABLE DESIGN WIND PRESSURES IN PSPI /� - SHORT SPAN TABLE FASTENERS / EA CN NAIL NEM -ARE /7.. LONG aoF/NG MASTIC NA/Ls w/rN Y EAVE WIDTH IN INCHES l N SOFFIT TYPE 10" 12" 16" ,/0 SNANKS AND r ' W HEADS OR STAPLES ,T/I ENVOY(ALIJMIN[JM)12",NAILS +169.1 +135.3 +96.6 " LONE LEGS AND b %// / 'r 6 (l6 GAGE)0/ SEE TABLES SVG12N2o,SVGI2V20 -169.1 -135.3 -96.6 ENVOY(ALUMINUM)12",STAPLES +169.1 +135.3 +96.6 SVG12N20,SVG12V20 -177.0 -141.6 -101.1 �� TIMBER ENVOY(ALUMINUM)6",NAILS +338.2 +270.6 +193.3 FRAM/NC 41111111 SVG6N,SVG6V -338.2 -270.6 -193.3 �- /� 1" �- 18 1 % y e2� 2X¢ Woof; ENVOY(ALUMINUM)6",STAPLES +338.2 +270.6 +193.3 il�� FASO/A ! /G t SVG6N,SVG6VFq do/4 Inv ��3 TA/CONS I SIOc/( -354.0 -283.2 -202.3 41 hrl S'0 ARD ENDURANCE(ALUMINUM)12",NAILS +142.4 +113.9 +81.4 AOAAO ; @3/_oe Ra SV0N420144,svcv420144 -142.4 -113.9 -81.4 ' , i E5 wA1 LL ___ ENDURANCE(ALUMINUM)12",STAPLES +142.4 +113.9 +81,4 2 2 FA:c/Ai- I _..I WALL SVGN420144.SVOV420144 -177.0 -141.6 -101.1 �� TRIM ::50FF/7 sorA,T gwE Woe D Int ENVOY(ALUMINUM)12",NABS +169.1 +135.3 +96.6 JEE TAS LES ,J cNANN E L/ SAS122I9,LFAS12219,SAS12319,LCASl23t9, OR; SbFFIT -169.1 -1353 -96.6 , /ygSONR FA ST£N£RJ ii P/Acme LPAS12319,SAXI2219T,IFAXI2219T METAL SeE TA&Les F CHANNEL w,TN CAJE SAME AS qT FAJCIq ENVOY(ALUMINUM)I2",STAPLES +169.1 +135.3 +96.6 TA/M • NA ADENL•b�T�oR ST U6 BLocM WALL SAS12219,LFASI22I9,SASI2319,ILASI2319, _1770 -141.6 -101.1 , S " EA VE WIOTN LPASI2319,SAXI22I OT,IFAR12219T CAVE 1-0/076 A/A I LS 0,097 X LONE ENVOY QUAD(ALUMINUM)16",NAILS +126.8 +101.5 +72.5 , SEE TR44E$ ALTERNATE WALL DET_A/L SASI64I9,LCASI6419, -126.8 -101.5 -72.5 SEE TAdLES e 24•��MAX/M✓M SPACING NOT To SEAL E ENVOY QUAD(ALUMINUM)16",STAPLES +126.8 +101.5 +72.5 SAS16419,LCAS164I9. 132.8 -106.2 -75.9 SOFF/TS WITH MASoNRy ABLOC/< WALLS ENDURANCE(ALUMINUM)12",NASS +142.4 +113.9 +81.4 y O T T O S C A L E SAS12216,LFAS12216,SAS12316,LCAS12316, -142.4 -113.9 -81.4 LPAS12316 ENDURANCE(ALUMINUM)12",STAPLES +142.4 +113.9 +81.4 SAS12216,LPAS12216,SAS12316,LCAS12316, -177.0 -141.6 -101.1 FASTL'NERS AT EACH NAIL T/M&ER FRAM/N6 ECONOMY(ALUM NUM)I6 SOFFIT 12",NAILS +115.7 +92.6 +66.1NEM l n E/TNe:R /� LONG @2A"MAX, sA512313.LFAs123I3,I.CASI2313 115.7 -92.6 •66.1FA•r•,<Ne FS AT EAC* AVAIL NEM Q•OF/NG NA/LS w/TN gAt93 ECONOMY(ALUMINUM)SOFFrr 12",STAPLES +115.7 +92.6 +66.1 E/TN E,q /i,"LONG Aoe f/NG SNANI'CJ AND 3/g'��X�1 G.; SAS12313,LFAS12313.LCASI2313 I." - -177.0 -141.6 -101.1 /VA/LJ wlrN i JNANXS ECONOMY(ALUMINUM)SOFFIT 16",NAILS +86.8 +69.4 +49.6 y N • OR STAPLES W/TN -f N , 1/ SAS16413,LFAS16413, -86.8 -69.4 -49.6 ANo / HlAOJ� /! LEA/G LEGS ANO%~ IDdX2 j, STAPLES WIrN .1" /, BOX NAIL ECONOMY(ALUMINUM)SOFFIT I6",STAPLF.S +86.8 +69.4 +49.6 (/6 OACej t SEL' SASI6413,LFA5164I3 LONG LEGS AND / -1273 -181.8 -75.9 / T/MBER TABLES ¢Odx2 ' v&vrURnn(vBrn)10 NAILS +227.3 +18 1-8 +129.9 ...-/r, (ICGACE��f FRAMING O COM,NAIL HVSIOV,HVSION -80.1 -64.1 -45.8 TEl rA6L£S VENTURA"'(VINYL)10",STAPLES +227.3 +181.8 +129.9 FASCIA HVS I OV,HVSION -95.4 -76.3 -54.5 FAscIA L�� BOARD' t i PRO-SERIES BEADED(VINYL)8",NAILS +206.6 +165.3 +118.1 a ARO PBSSON,PBSSOV -91.0 -72.8 -52.0 - �- IF PRO-SERIES BEADED(VINYL)8",STAPLES +206.6 +165.3 +118.1 FA./4 L./A LL FASO/A L' WALL PBSOEN,PBSISV -108.4 -86.8 -62.0 re N./ - SOFFITS �J hI T.t/M SEE TAR LES PRO-SERIES(VINYL)10",NABS +237,6 +190.1 +135.8 PSS I ON,PSSIOV -83.7 -67.0 -47.9 S O FF/T l'2J"c/IANA/E1 PRO-SERIES ERIES(VINYL)10",STAPLES +237.6 +190.1 +135.8 EAVE WfoT-99.8 -79.8 -57.0 ap-"CHANNEL PSSION,PSSIUV SCE TABLE F /N AST£NEA/ISPAeG SEE TAaCES/SAVE W/OT H,SEE Tp a1-ES _ PRO-SERIES(VINYL)12",NABS +206.6 +165.3 +118.1 JAMS AT AT FASCIA PTSI2N,PTS I2V,PTSI2CV -60.7 -48.5 -34.7 SOFFIT WITH Woof, FRAMED WALL SOFFIT INTI' ROOF FRAMING PRO-SERIES(VINYL)12",STAPLES +206.6 +165.3 +118.1 Nor r0 SCA L6 NOT TO SCALE PTS12N,PISI2V,PTSI2CV -72.3 -57.8 -41.3 UNIVERSAL,(VINYL)12",NAILS +185.9 +106.3 `\`\UU(Uluu Ugryll//O WSI2N,WSI2P,W512CP -54.6 -31.2 �\S N N. RF , UNIVERSAL(VINYL)12",STAPLES +185.9 +106.3 Cv.•' C.E N SFL�`,' UVS l2N,UVS12P,UVS12CP -65.1 ,: ( -37.2 a '..' F S�'� TRADE MARK(VINYL)10",NAILS +206.6 +165.3 +118.1 No.19354 TRMSI ON,TRMSIOV -72.8 -58.3 -41.6 2.7 SSP 2.el 7 *: .'* TRADE MARK(VINYL)lo",STAPLES +206.6 +165.3 +118.1 -T1• * : TAMS ION,TRMSIOV -86.8 -69.4 -49.6 I Allen N.Reeves,P.E. • Structural Engineer Florida License#19354 1 j'-. ST..TE OF •i�� ' PROTECT PLUS(VINYL)10",NAILS +206.6 • +165.3 +118.1 ' '�•'.'O/ 1" ��`� ITS ION,PTSIOV -72.8 -58.3 -41.6 REV- zS SEAL 20/7 /7og0003 % b` ..OR1Q•..'.. PROTECT PLUS(VINYL)10",STAPLES +206.6 +165.3 +118.1 HR Engineering,Inc. DATE:/6 HOV, 20/1 PROJECT NO.///00020-7 SHEET / OF 3 °�.,SS/�ryA��r�`��.�`� PTSION,PTSIOV -86.8 -69.4 -49.6 PL EM4/10,,0 i 111111u1�\ Details Ow:0 until this table a,-, on Shoot l of3 CLIENT: yG �/v(ASTJC 8Y: A. REEVES PROJECT NAME:MASf/C $OFF/TJ-FLORIOA ALLOWABLE DESIGNWIND PRESSURES IN 15F LONG SPAN SPAAN TABLB ALLOWABLE DESIGN WIND PRESSURES IN PSF GENERAL NOTES MASTIC EAv6 WIDTH IN INCHES MULTI SPAN TABLE(EXTERIOR CEILINGS) SOFFIT TYPE 12" 15" 18" 21" 24" MASTIC ENVOY(ALUMINUM)12",NAILS +288.0 +170.4 +112.5 +79.8 +59.5 SVOI2N20,SV012V20 -275.3 -162.9 -107.6 -76.3 -56.9 SOFFIT TYPE DESIGN PRESSURES LISTED IN TABLES ARE BASED ON COMPARATIVE ENVOY(ALUMINUM)12',STAPLES +288.0 +170.4 ' +1123 +79.8 +59.5 I AND RATIONAL ANALYSES DONE IN HR PROJECT 17090003 AND ARE SVGI2N2O,SVOI2V20 -275.3 -162.9 -107.6 -76.3 -56.9 Beaded(Vinyl)8",Nails +/-55.0 IN CONFORMANCE WITH THE 2017 FLORIDA BUILDING CODE AND THE ENVOY(ALUMINUM)6",NAILS +576.0 +340.8 +225.0 +159.6 +119.0 Solid-PBS8ON Vented-PBSSOV 2017 FLORIDA RESIDENTIAL CODE. SVG6N,SVO6V -550.7 -325.8 -215.1 -152.5 -113.8 Beaded(Vinyl)8",Staples +/-55.0 Solid-PBSHON Vaned-PH S80V THE 2017 FLORIDA BUILDING CODE IN SECTION 1609.1 AND THE 2017 ENVOY(ALUMINUM)6",STAPLES +576.0 +340.8 +225.0 +159.6 +119.0 Pro-Series Double 5(Vinyl)10",Nails +/-50.6 IVO6N,SVO6V -550.7 -325.8 -215.1 -152.5 -113.8 Solid-PSS ION Vented-PSSIOV FLORIDA RESIDENTIAL CODE IN SECTION R703.12.1DIRECTLY MANDATE ENDURANCE(ALUMINUM)12",NAILS +242.5 +143.5 +94.7 +67.2 +50.1 • Pro-Series Double S(Vinyl)10",Staples +/-50.6 THAT THE DESIGN WIND PRESSURES ON SOFFITS ARE TO BE THE SAMEAS THE ADJOINING WALLS. SVON420144,svav420144 -231.9 -137.2 -90.6 -64.2 -47.9 Solid-PSSION Vented-PSSlOV ENDURANCE(ALUMINUM)12",STAPLES +242.5 +143.5 +94.7 +67.2 +50.1 Pro-Series Triple 4(Vinyl)12",Nails +1-36.7 SHORT SPAN AND LONG SPAN TABLES OVERLAP,THE LOWER SVGN420144,SVGV42014k -231.9 -137.2 -90.6 -64.2 -47.9 Solid-PTSI2N Center Vent-PTSI2CV Full Vent-PTS12V WHERE ENVOY(ALUMINUM)12",NAILS +2$8.0 +170,4 +1123 +79.8 +59.5 Pro-Series Triple 4(Vinyl)12",Staples +/-36.7 VALUES GOVERN AND SHOULD BE USED IN INSTALLATION DESIGNS. SAS12219,LFAS12219,SAS12319,LCA512319, -275.3 -162.9 -107.6 -76.3 -56.9 Solid-PTS I2N Center Vent-PTSI2CVFull Vent-PTS I2V LFAS12319,SAX12219r,LFAX12219T Trade Mark Double S(Vinyl)IO".Nails +/44.0 ENVOY(ALUMINUM)12",STAPLES +288.0 +170.4 +112.5 +79.8 +59.5 Solid-TRMSION Vented-TRMSIOV SAS12219,LPASI2219,SAS12319,LCAS123I9, -275.3 -162.9 -107.6 -76.3 -56.9 Trade Mark Double S(Vinyl)10",Staples +/-44,0 LFAS12319,SAX12219T,LFAX12219T +84,4 +59.8 +44.6 Solid-TRMS ION Vented-TRMS IOV ENVOY QUAD(ALUMINUM)16",NAILS +216.0 +127.8 Protan Plus Double 5(Vinyl)10",Nails +/-44.0 SASI6419• ,LCAS16419, -206.5 -122.2 -80.7 -57.2 -42.7 Solid-PTS ION Vented-PTSIOV ENVOY QUAD(ALUMINUM)16",STAPLES +216.0 +127.8 +84.4 +59.8 +44.6 Protect Plus Double 5(Vinyl)10",Staples +/.44.0 SAS16419,L.CAS16419, -206.5 -122.2 -80.7 -57.2 -42.7 Solid-PTSION Vented-PTSIOV ENDURANCE(ALUMINUM)12",NAILS +242.5 +143.5 +94.7 +67.2 +50.1 Ventura*.Triple 3 1/3,(Vinyl)10",Nails +/-48.4 SAS12216,IFAS12216,SAS12316,L.CAS12316, -231.9 -137.2 -90.6 -64.2 47.9 Solid-HVS ION Vented-HVSIOV LEGEND 1E1,4 12316 Ventura*.Triple 3 1/3,(Vinyl)10",Staples +/-48.4 ENDURANCE(ALUMINUM)12",STAPLES +242.5 +143.5 +94.7 +67.2 +50.1 Solid-HVSION Vented-HVSlOV SAS12216,t1'AStLFA I23I6 16,tCA312316, -231.9 -1372 -90.6 -64.2 -47.9 Universal Triple 4(Vinyl)12",Nails +/-33.0 Double 6 has"V"grooves every 6"across width, IFNS W t6and each panel is 12"wide. ECONOMY(ALUMINUM)SOFFIT 12",NAILS +197.1 +116.6 +77.0 +54.6 +40.7 Solid-WS12N Center Vent-WS12CP Pull Vent SAS12313,LFAS12313,L.CASI23I3 -188.4 -111.5 -73.6 -52.2 -38.9 Universal Triple 4(Vinyl)12",Staples +1-33.0 Solid-UVSI2N Center V ent-UVS12CP Full Vent-UVS 12P Triple 4 or T4 has"V"grooves every 4"across width, ECONOMY(ALUMINUM)SOFFIT 12",STAPLES 197.1 +116.6 +77.0 +54.6 +40.7 SAS12313,LFAS12313,LCASI2313 -188.4 -111.5 -73.6 -52.2 -38.9 The detail for this table appears on Sheet 2 of 3 and each panel is 12"wide. ECONOMY(ALUMINUM)SOFFIT 16",NAELS +147.8 +87.4 +57.7 +40.9 +30.5 TIM b£R fR A NIE Quad 4 has"V•'grooves every 4"across width, SAS164I3,LFAS16413 -141.3 -83.6 -55.2 -39.1 -29.2 /)(2 BA'T'TENS 2/-0-MAR/MUM and each panel is 16"wide. ECONOMY(ALUMINUM)SOFFIT 16",STAPLES +147.8 +87.4 +57.7 +40.9 +303 ATTR cH ED TO SOAC/NC- SASI6413,LFASI64I3 -141.3 -83.6 -55.2 -39.1 -29.2 EACH FRAn/NG VENTURA,.(VINYL)l0",NAILS +329.2 +194.8 +128.6 +91.2 +68.0 M E MIL" iv/rNTriple 2-2/3 has"V"grooves every 2-2/3"across HVSIOV,HVIION -73.8 -56.8 -46.1 -38.8 -33.6 'B ii 24 WooO .....„,„..- :r.ONe ROoF/NC width,and each panel is 8"wide. VENTURA..(VINYL)10",STAPLES +329.2 +194.8 +128.6 +91.2 +68.0 SCR4rWS NAILJJ OR STAALL.r W,rN HVSlOV,HYSIONr Double 5 has"V"grooves every 5"across width, 763 58.7 47.7 -40.2 -34.7 /ADZ) LECS X71 L 11 PRO-SERIES BEADED(VINYL)8",NAILS +374.1 +221.4 +146.1 +103.6 +77.3 GA CZ) IN LACK AWL N[.M and each panel is 10"wide. PBS80N,PBSSOV -83.9 '-64.5 -524 -44.1 -38.1 f'ASCI A Single 6 or S6 has"V"grooves every 6"across PRO-SERIES BEADED(VINYL)8",STAPLES +374.1 +221.4 +1463 +103.6 +77.3 OAR D width,and each panel is 6"wide. PBSeON,PBSSOV -86.76 -66.7 -54.2 -45.7 -39.4 B gna ■u `ra�,�Pa�aw�11K.11111111111!n�; ' � WALL PRO-SERIES(VINYL)10",NAILS +344.2 +203.7 +134.4 +953 +71.1 «� Triple 3-1/3 has"V"grooves every 3-1/3" l-PSSION,PSSIOV -77.2 -59.4 -48.2 -40.6 -35.1 FASO/A across width,and each panel is 10"wide. PRO-SERIES(VINYL)10",STAPLES +344,2 - +203.7 +134.4 +95.3 +71.1 7R/iv/ q S T/C ' PSSION,PSSIOV -79.8 -61.4 -49.9 -42.0 -36.3 SoFF',,JLC /z„ 12.. CNANT![L� PROSERIES(VINYL)12",NAILS +249.4 +147.6 +97.4 +69.1 +51.5 MvLrls/AN rABLL` Fl)SrfNEAS PTSI2N,PTSI2V,PTSI2CV -55.9 -43.0 -35.0 -29.4 -25A NIX. MAX. /1p^c/NGdd PRO-SERIES(VINYL)12",STAPLES +249.4 +147.6 +97.4 +69.1 +51.5 SAME AS 24Z.,✓ ie.... PTSI2N,PISI2V,PTSI2CV -57.8 -44.5 -36.2 -30.4 -26.3 AT BArTGNS UNIVERSAL(VINYL)Ir.NAIIS +224.5 +132.8 +87.7 +62.2 +46.4. E A VE wI vrH UNLIMITED ��I_01111111,/ N• IIIRI UVSI2N,UVSI2P,INSI2CP -50.3 -38.7 -31.5 -26.5 -22.9 1Ir..' ",',.'C E......' tj''� UNIVERSAL(VINYL)l2",STAPLES +224.5 +132.8 a +87.7 +62.2 +46.4 • F.. L• � ' wstzN,UVII2P.uvs12CP -52.1 -40.0 -32.5 -27.4 -23.7 SOFFIT POR W/DE EA VS AND EXTERIOR CE/L/NG,(- 1*, No.19354 TRADE MARK(VINYL.)10",NAILS +299.3 +177.1 +116.9 +82.9 +61.8 --- = IRMS ION,TRMSIOV -67.1 -51.6 41.9 -35.3 -30.5 A/07' TO SCALD - _._. E-0: * ;am '[RADE MARK(VINYL)10",STAPLES +2993 +177.1 +116.9 +82.9 +61.87-.:-11'•TATE OF .4/ TRMSION,IRMstov -69.4 -53.4 -43.4 -36.5 -31.5 Allen N.Reeves,P.E. Structural Engineer Florida License#19354 1 6 OP,,.. .„ PROTECT PWS(VINYL)IO",NAILS +299.3 +177.1 +116.9 +82.9 +61.8 RLV. 27 SEPT 2017 /7 0 5 00 03 i��ss, P.1„ \C.1 VISION,P SIOV -67.1 -51.6 41.9 _ -35.3 -30.5EET?OFA ///,,,/°1\1aL ,� PROTECT PLUS(VINYL)I0",STAPLES +299.3 +177.1 +116.9 +82.9 +61.8 HR Engineering,Inc.nCDATE' NovNoV.20/2. PROJECT NO. Et ,\ VISION.VISION -69.4 -53.4 43.4 -363 -31.5 ( PLy6EM/A/AsT/C BY. A. REEVES PROJECT NAME M A SoRR/rs-FLOR/OA 27 '1ff 01reo/7 (Mails that to sub this cable aro found an Shan 1 of 3 - ALLOWABLE DESIGN WIND PRESSURES IN PSF ALLOWABLE DESIGN WIND PRESSURES IN PSF SHORT SPAN TABLE LONG SPAN TABLE ALLOWABLE DESIGN WIND CELLWOOD SAVE WIDTH IN INCHES CELLWOOD EAVE WIDTH IN INCHES PRESSURES IN PSF SOFFIT TYPE 10" 12^ 16" SOFFIT TYPE 12^ 15" 18^ 21^ 24" MULTI SPAN TABLE DOUBLE 6"(ALUMINUM)12",NAILS +169.1 +135.3 +96.6 DOUBLE 6"(ALUMINUM)12",NAILS +288.0 +170.4 +112.5 +79.8 +59.5 (EXTERIOR CEILINGS) AASI2219,AFAS12219 -169.1 -135.3 -96.6 AAS12219,AFASI2219 -275.3 -162.9 -107.6 -76.3 -56.9 CELLWOOD ) l DOUBLE 6"(ALUMINUM)12",STAPLES +169.1 +135.3 +96.6 DOUBLE 6"(ALUMINUM)12",STAPLES +288.0 +170.4 +112.5 +79.8 +59.5 AAS12219,AFAS12219 -177.0 -141.6 -101.1 AAS12219,AFAS12219 -275.3 -162.9 -107.6 -763 -56.9 SOFFIT TYPE DOUBLE 6"(ALUMINUM)12",NAILS +142.4 +113.9 +81.4 DOUBLE 6"(ALUMINUM)12".NABS +242.5 +143.5 +94.7 +67.2 +50.1 /' Beaded(Vinyl)8",Nails +/-55.0 AAS12216.AFAS12216 -142.4 -113.9 -81.4 AAS12216,MAS12216 -231.9 -137.2 -90.6 -64.2 47.9 Solid-VSB223N Vented-VSB223V DOUBLE 6"(ALUMINUM)12".STAPLES +142.4 +113.9 +81.4 DOUBLE 6"(ALUMINUM)12",STAPLES +242.5 +143.5 +94.7 +67.2 +50.1 Beaded(Vinyl)8",Staples +1-55.0 AAS12216,AFAS122I6 477.0 -141.6 -101.1 • AAS12216,AFAS12216 -231.9 -137.2 -90.6 -64.2 47.9 Solid-VSB223N Vented-VSB223V TRIPLE 4"(ALUMINUM)12",NAILS +169.1 +135.3 +96.6 TRIPLE 4"(ALUMINUM)12",NAIL +288.0 +170.4 +112.5 +79.8 +59.5 Premium Double S(Vinyl)10",Nails +/-50.6 ' AAS12319,ACAS12319,AFAS12319 -169.1 -135.3 -96.6 AAS12319,ACAS12319,AFASI2319 -275.3 -162.9 -107.6 -76.3 -56.9 Solid-VSD5N Vented-VSD5FV TRIPLE 4"(ALUMINUM)12",STAPLES +169.1 +135.3 +96.6 TRIPLE 4"(ALUMINUM)12":STAPLES +288.0 +170.4 +112.5 +79.8 +59.5 Premium Double 5(Vinyl)10",Staples +/-50.6 AAS123I9,ACAS12319,AFAS12319 -177.0 ' -141.6 -101.1 AASI2319,ACAS12319,AFASI2319 -275.3 -162.9 -107.6 -76.3 -56.9 Solid-VSD5N Vented-VSDSFV QUAD 4"(ALUMINUM)16",NAILS +126.8 +101.5 +72.5 QUAD 4"(ALUMINUM)16•,NABS +216.0 +127.8 +84,4 +59.8 +44.6 Pfd-Vm Triple 4(Vinyl)t-V12",Nails +/-36.7 Solid-VST4N nt-tVST4F-VST4CV AA516419h ACAS16419A -126.8 -101.5 -72.5 Ms16419h ACASt6419A -206.5 -122.2 -80.7 -57.2 -42.7 4"(ALUMINUM)16",STAPLES Full Vent(VST4FV- QUAD 4"(ALUMINUM)16",STAPLES +126.8 +101.5 +72.5 QUAD +216.0 +127.8 +84.4 +59.8 +44.6 Pranitw Triple 4(Vinyl)12",Staples +1-36.7 AAS16419A,ACAS16419A -132.8 -106.2 -75.9 AAS16419A,ACAS16419A -206.5 -122.2 -80.7 -57.2 -42.7 Solid-VST4N Center Vent-VST4CV TRIPLE 4"(ALUMINUM)12",NAILS +142.4 +113.9 +81.4 TRIPLE 4"(ALUMINUM)12",NAILS +242.5 +143.5 +94.7 +67.2 +50.1 Full Vent-VST4FV AAS12316,ACASI23I6,AFAS 12316 -142.4 -113.9 -81.4 AASI23I6,ACAS123I6,AFAS I23I6 -231.9 -137.2 -90.6 -64.2 47.9 Economy Double 5(Vinyl)10",Nails +144.0 TRIPLE4"(ALUMINUM)12",STAPLES +142.4 +113.9 +81.4 TRIPLE 4"(ALUMINUM)12".STAPLES +242,5 +143.5 +94.7 +67.2 150.1 Solid-EVSDSN Vented-EVSD5V AAS12316,ACASI23I6,AFASI2316 -177.0 -141.6 -101.1 AAS12316,ACAS12316,AFAS12316 -231.9 -137.2 -90.6 -64.2 47.9 Economy Double 5(Vinyl)10",Staples +144.0 TRIPLE 4"(ALUMINUM)SOFFIT 12",NAILS +115.7 +92.6 +66.1 TRIPLE 4"(ALUMINUM)SOFFIT 12",NAILS +197.1 +116.6 +77.Q +54.6 +403 Solid-EV SDSN Vented-EV SDS V AAS12313,ACAS12313,APAS12313 -115.7 -92.6 -66.1 AAS12313,ACASI2313,AFAS12313 -188.4 -111.5 -73.6 _ -52.2 48.9 Triple 3 1/3,(Vinyl)10",Nails +/48.4 TRIPLF.4"(ALUMINUM)SOFFIT 12",STAPLES +115.7 +92.6 +66.1 TRIPLE 4"(ALUMINUM)SOFFIT 12",STAPLES 197,1 +116.6 +77.0 +54.6 +40,7 Triol-VST3N Vaned-VSTeV Tlidl3I/3, 10",Staples +/48.4 AAs12313,ACAS12313,AFAS12713 477.0 441.6 -101.1 AASIzn 3,ACA512313,AFws123u -188.4 411.5 -73.6 -522 48.9 soba-vST3N Vented TRIPLE 3 1/3"(VINYL)10",NAILS +227.3 +181.8 +129.9 TRIPLE 3 1/3"(VINYL)10",NAIL +329.2 +194.8 +128.6-. +91.2 +68.0 Economy Triple 4(Vinyl)12",Nails +/-33.0 VST3N,VST3V -80.1 -64.1 -45.8 VSTSN,VSDV -73.8 -56.8 -46.1 '-38.8 -33.6 Solid-EVS12N Center Vent-EVSI2CP TRIPLE 3 1/3"(VINYL)10",STAPLES +227.3 +181.8 +129.9 TRIPLE 3 1/3"(VINYL)10".STAPLES +329.2 +194.8 +128.6 +91.2 +68.0 - Full Vent-EVS12P VSTSN,VST3V -95.4 -76.3 -545 VST3N.VS73V -76.3 -58.7 47.7 • -40.2 -34,7 Economy I Triple 4(Vinyl)12",Staples +/-33.0 BEADED(VINYL)8",NALLS +206.6 +1653 +118.1 BEADED(VINYL)A",NAILS +374.1 +221.4 +146.1 +103.6 +77.3 Soria-EVS l2N curter vent-EV sl2CP Full Vent-EVS12P vSB223N,VSB223V vSH223N,VSB223V Double 5,(Vinyl)10",Nails +/-46.2 -91.0 -72.8 -52.0 -83.9 -64.5 -52.4 -44.1 -38.1 BEADED(VINYL)8",STAPLES +206.6 +165.3 +118.1 BEADED(VINYL)A",STAPLES +374.1 +221.4 +146.1• +103.6 +77.3 Solid-SVSDSN Full Vent-SVSD5FV VSB223N,VSB223V -108.4 -86.8 -62.0 VSB223N,VSB223V -86.76 -66.7 -54.2 45.7 -39.4 Double 5,(Vinyl)10",Staples +/_46.2 DOUBLE 5"PREMIUM(VINYL)10",NAILS +237.6 +190.1 +135.8 DOUBLE 5"PREMIUM(VINYL)10",NAILS +344,2 +203.7 +134.4 +953 +71.1 Solid-SVSDSN Full Vent-SVSD5FV VSD5N,VSD5FV -83.7 -67.0 47.9 VSD5N,VSD5PV -77.2 -59.4 -48.2 -40.6 -35.1 The detail for this table appears on Sheet 2 of 3 DOUBLE 5"PREMIUM(VINYL)10",STAPLES +237.6 +190.1 +135.8 DOUBLE 5"PREMIUM(VINYL)10",STAPLES +344.2 +203.7 +134.4 +93.3 +71.1 VSD5N,VSD5FV -99.8 -79.8 -57.0 VSD5N,VSD5FV _ _._ -79.8.--- -6L4-- ---..49.9--- 42.0------36.3------- PREMIUM TRIPLE 4"(VINYL)12",NAILS +206.6 +165.3 +118.1 PREMIUM TRIPLE 4"(VINYL)12".NABS +249.4 +147.6 +97.4 +69.1 +51,5 VST4N,VST4FV,VST4CV 40,7 -48.5 '-34.7 VST4N,VST4FV,VST4CV -55.9 -43.0 -35.0 -29.4 -25.4 PREMIUM TRIPLE 4"(VINYL)12",STAPLES +206.6 +165.3 +118.1 PREMIUM TRIPLE 4"(VINYL)12",STAPLES +249.4 +147.6 +97.4 +69.1 +51.5 VST4N,VST4FV,VST4CV _72.3 -57.8 -413 VST4N,VST4FV,VST4CV -57.8 -44.5 -36.2 -30.4 -26.3 ECONOMY TRIPLE 4"(VINYL)12",NAILS +185.9 +148.8 +106.3 ECONOMY TRIPLE 4"(VINYL)12",NAILS +224.5 +132.8 +87.7 +62.2 +46.4 EVSI2N,EVSI2P,BVSI2CP -54.6 43.7 -31.2 EVSI2N,EVSI2P,EVSI2CP -50.3 -38.7 -31.5 -26.5 -22.9 ECONOMY TRIPLE 4"(VINYL)12",STAPLES +185.9 +148.8 +106.3 ECONOMY TRIPLE 4"(VINYL)12",STAPLES +224.5 +132.8 +87.7 +62.2 +46.4 . EVS12N,EVS12P,EVSI2CF -65.1 -52.1 -37.2 EVS12N,EVS12P,EVSI2CP -52.1 -40.0 -32.5 -27.4 -23.7 ECONOMY DOUBLE 5"(VINYL)10",NABS +206.6 +165.3 +118,1 ECONOMY DOUBLE 5"(VINYL)10".NAIL +299.3 +177.1 +116.9 +82.9 +61.8 EVSDSN,EVSDSVEVSDSN,EVSDSV \"pU111111111111//// -72.8 -58.3 -41.6 -67.1 -51.6 -41.9 -35.3 -30.5 ECONOMY DOUBLES"(VINYL)10",STAPLES +206.6 +165.3 +118.1 ECONOMY DOUBLE.5"(VINYL)10",STAPLES +299.3 +177.1 +116.9 +82.9 +61.8 �•‘04,11: RFF EVSD5N,EVSD5V EVSD5N,EVSD5V � -86.8 -69.4 -49.6 -69.4 -53.4 43.4 -36.5 -31.5 . ��!.•� E N,§'',F DOUBLE 5"(VINYL)10",NAILS +216.9 +173.5 +124.0 DOUBLE 5"(VINYL)10",NAILS +314.3 +185.9 +122.8 +87.1 +64.9 . N-..'\- F 0S: •1 SVSDSN,SVSOSPV -76.5 -61.2 43.7 SVSDSN,SVSDSFV -70.5 -54.2 -44.0 -37.1 -32.5 .*? No.19354 ,A,%. DOUBLE 5"(VINYL)10",STAPLES +216.9 I I ,+173.5 I I +124.0 ] DOUBLE 5"(VINYL)10",STAPLES +314.3 +185.9 +122.8 +87.1 +64.9 = : = SVSDSN,SVSDSPV SVSDSN,SVSD5FV _-9: * ;� 91.1 -72.9 -52.1 -72.9 -56.1 -45.5 -38.4 -33.1 Details that go with this table appear on Shat 1 of 3 _- Details that go with this table are found on Sheet 1 of 3 ;gyp'•, •STATE OF (4j`. Allen N.Reeves,P.E. Structural Engineer Florida License#19354 %' '�< QP "i" ReV. 27 SEPT, 20/7 /7010003 ////i,V /��. ON %?��V��`` HR Engineering,Inc. DATE: Z7MARc//20/S PROJECT NO.15030001 SHEET 3 OF_5� C 2„A///IlµBt1111 CLIENT PL-YGEM/MASTIG BY- A. REEves PROJECT NAME'MA ST/C SoFP/rS- A"1.04/04 27 -reATT. .3o/7 OFFICE COPY EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION '26 GA. PBR-PANEL OR R-PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 14645.13-R3 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (502)855-4200 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer#62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866)366-1543 This report consists of Evaluation Report (3 Pages including cover) ,`t��iimitt�� Installation Details (1 Page) `,�O•s c�OCKgti ' Load Span Table (1 Page) C�� .• E N SF• 9,;% • No 62240 •. * • Report No. C2182-13 :O••. ,� Date: 9.9.17 ., (`,9 i,▪ S0TATE 0;...... ..:14/4?"R . 0%k•ONAL� g ,4,2o1.'7 FL 14645.13-R3 C2182-13 9.9.17 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: PBR-Panel or R-Panel Panel Description: 36" wide coverage with(4) 1-1/4" high ribs Materials: Min. 26 ga., 80 ksi steel or min. 24 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 15/32" thick plywood or min. 3/4" thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2017. Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c. (Minimum) in the plywood field and edges. Designed as per FBC 2017. Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1 Substrate (optional): Min 1" x 4" No. 2 SYP wood purlins over min. 15/32" thick plywood deck fastened to supports at maximum 24" o.c. Wood purlins shall be fastened to wood rafters with(2)#9 x 3" long wood screws. The wood purlins will be spaced same as panel fastener spacing along panel length. The wood purlin, purlin to the rafter connection and rafters must be designed by others to the carry the load imposed on the panels and installed as per FBC 2017. Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2. Requires applied lap sealant for roof slopes less than 3:12. Design Uplift Pressure: 30.0 psf @ fastener spacing of 48" o.c. (Factor of Safety=2) 131.0 psf @ fastener spacing of 6" o.c. Panel Attachment: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". At panel ends @ 7"-5"-7" o.c. across panel width At intermediate @ 12" o.c. across panel width Sidelap Attachment: 1/4"-14 x 7/8" long SDS with washer @ 12" o.c. Test Standards: Roof assembly tested in accordance with UL580-94 (Rev 98) `Uplift Resistance of Roof Assemblies' & UL1897-98 `Uplift Tests for Roof Covering Systems'. FL 14645.13-R3 C2182-13 9.9.17 Page 3 of 3 Test Equivalency: The test procedures in UL 580-94 comply with test procedures prescribed in UL 580-06. The test procedures in UL 1897-98 comply with test procedures prescribed in UL 1897-12. Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or.ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener spacing may be computed using rational analysis prepared by a Florida Professional Engineer or based on Metal Sales load span table. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL 580 & UL 1897 Test Report Farabaugh Engineering and Testing Inc. Project No. T285-08, Reporting Date 11/17/08, Revised Date 12/3/08 WAWA 9r: CHECKED 9r: 36" Kw. CAM demos. .3/25/,5 1/4"-14 X 7/8" LONG SDS WITH SEE DETAIL 1 12" (T(P.) PANEL FASTENER /WASHER SPACED AT 12" O.C. PBR-PANEL OR THIS SHEET SPACING PER UPLIFT 3 R-PANEL 7 . LOAD TABLE — — iklAWILIMilliMilla 6 MINIMUM ATTACHMENT: PLYWOOD0 A UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION 8d x 2.5" LONG RING SHANK NAIL 15/32" THICK (MIN.) A 2" LONG WOOD SCREWS MIN. 2X_ WOOD RAFTER/JOIST/ GUIDELINES OR #8 x I' TRUSS AT MAX. 24" O.C. SPACED 0 6" O.C. IN THE FIELD & AT PLYWOOD EDGES g FASTENER PATTERN AT INTERMEDIATE LOCATIONS 36" 0 0 U 0 PANEL FASTENER 1/4"-14 X 7/8" LONG SDS WITH 5" 7" WASHER SPACED AT 12" O.C. CV z �o PBR-PANEL OR � R-PANEL 21. o �'�o .!!l��L1 ZWee a 'z'�'Y ' :s zzYc�Y .it7r zt �Yzfieez YY i z z z z z zsz z�' z' �� '� cr�� z...z ' 3y 3 . Y I, „,_.., I N00UNDERLAYMENT SHALL BE INSTALLED MINIMUM ATTACHMENT: PLYWOOD. AS PER MANUFACTURER'S INSTALLATION 8d x 2.5” LONG RING SHANK NAIL 15/32" THICK (MIN.) 00 MIN. 2X_ WOOD RAFTER/JOIST/ GUIDELINES OR #8 x 2" LONG WOOD SCREWS TRUSS AT MAX. 24" O.C. SPACED 0 6" O.C. IN THE FIELD & AT PLYWOOD EDGES d m FASTENER PATTERN AT PANEL ENDS if TYPICAL PANEL INSTALLATION X—SECTION rzd C 0c ' h 1/4"-14 X 7/8" SDS d xa I SPACED AT 12" O.C. 2 1/2" a $§ im m z yom #9-16 OR #10-14 WOODSCREWS a 3 m� WITH SELF SEALING WASHER AT `� =aT PBR-PANEL OR PBR-PANEL MAXIMUM SPACING OF 48" O.C. F R-PANEL MIN 26 GA. N MIN 26 GA. PBR-PANEL OR GENERAL NOTES; o ° N R-PANEL 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE MIN 26 GA. FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTH OF PANEL = 36". MIIIMIIIIIIII/ _- 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS ____��________� __ SPECIFIED ON THIS DRAWING. ---MII---------�--_ 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS VIII. -1 AIIIW t_-W--I PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS .__�i_______ .Wil I I ffi �_W W ARE GREATER THAN THE ALLOWABLE WIND LOAD TABLE. If 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING Sc THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM UNDERLAYMENT 7 PLYWOOD REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. ORA NO NO. NO. 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS DETAIL 15/32" THICK (MIN.) REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. 2182-13AGE NoO. AAA 1 OF 1 METAL SALES MANUFACTURING CORPORATION PBR-Panel or R-Panel Uplift Loads (Min 26 ga.) Description Fastener Spacing Allowable Uplift along panel length Load (in) (psf) Coverage width: 36" 6 131.0 9 123.8 Panel Fasteners 12 116.6 #9-16 or#10-14 hex head 15 96.0 wood screws with sealed 18 80.0 washer 21 68.6 24 60.0 Panel fasteners spaced at 12" 27 53.3 o.c. across panel width 30 48.0 33 43.6 36 40.0 39 36.9 42 34.3 45 32.0 48 30.0 Notes: 1. The bold numbers indicate design loads calculated from test data with safety factor of 2. 2. Panels must be installed as per Evaluation Repon FL 14645.13 and Metal Sales current installation procedure. 3. Three or more spans condition. 4. Optional wood purlins must be spaced same as panel fastener spacing along the panel length. `�tttttt1Iiigt� ,S" . SOCKgL/"' No 62240 = *• r STATE ' OF :41:-/ •0761/ ...... s%. '' NAL �.� 1216 N Lansing Ave.,Suite C t Bala Sockalingam,Ph.D.,P.E. Tulsa,Ok 74106 • .R. 20 11 FL 62240 918 492 5992 FORM R405-2017 OFFICE COPY RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist C ' 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). II 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: Ej Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) Ci/ A completed Envelope Report(usually one Leakage Testpage) P P 9e) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) 11/7/2019 1:21:48 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: Dodson 475 Palmwood Ln Builder Name: ?G/• �j V Cl �/ /A,f Cr Street: 475 Palmwood Ln Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Dodson Jurisdiction: 261100 Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(2584.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=13.0 2276.00 ft2 b.Frame-Wood,Adjacent R=13.0 308.00 ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 0 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (2620.0 sqft.) Insulation Area a.Roof Deck(Unvented) R=21.0 2620.00 ft2 6. Conditioned floor area above grade(ft2) 2620 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 C.N/A R= ft2 11. Ducts R ft2 7. Windows(686.3 sqft.) Description Area a.Sup:System 1, Ret:System 1,AH: System 1 6 483.85 a. U-Factor: Dbl,U=0.32 686.34 ft2 SHGC: SHGC=0.28 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 48.0 SEER:15.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 48.0 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 6.618 ft. Area Weighted Average SHGC: 0.280 14.Hot water systems 8. Floor Types (2620.0 sqft.) Insulation Area a.Electric Cap:80 gallons EF:3.550 a.Slab-On-Grade Edge Insulation R=0.0 2620.00 ft2 b. Conservation features b.N/A R= ft2 Heat Recovery Unit c.N/A R= ft2 15.Credits CF, Pstat Total Proposed Modified Loads: 60.01 PASS Glass/Floor Area: 0.262 Total Baseline Loads: 61.16 I hereby certify that the plans and specifications covered by Review of the plans and • :.4THE STgT this calculation are in .mpliance with the Florida Energy specifications covered by this :'• ,- • = , 0.0%.. Code. lit.....,_,--- / calculation indicates compliance y /,,with the Florida Energy Code. r!.:`n „ °�,,' 0PREPARED BY: `__ . Before construction is completed ' 1' "�-� �-° t DATE: 11/7/2019 : a �.� a this building will be inspected for �:_ , a compliance with Section 553.908 * ' fi r I herebycertifythat this building, as designed, ' in corn i.-ce Florida Statutes. ./.•-.r' :Y' 9 I' with the Florida Energy C..• /®/ - .•COD.fyE i4y �• OWNER/AGENT. '46,1 BUILDING OFFICIAL: DATE: /. DATE: - 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 5.00 ACH50(R402.4.1.2). 11/7/2019 1:22 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Dodson 475 Palmwood Ln Bedrooms: 0 Address Type: Street Address Building Type: User Conditioned Area: 2620 Lot# Owner Name: Dodson Total Stories: 1 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 475 Palmwood Ln 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: New(From Plans) Comment: CLIMATE V Design Location TMY Site Design Temp Int Design Temp Heating Design Daily Temp 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 Block1 2620 20960 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfiIID Finished Cooled Heated 1 System 1 2620 20960 Yes 5 0 1 Yes Yes Yes FLOORS V # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio System 1 325 ft 0 2620 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 Hip Composition shingles 2930 ft2 0 ft2 Medium N 0.96 No 0.9 No 21 26.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2620 ft2 N N CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) System 1 0.1 Blown 2620 ft2 0 Wood 11/7/2019 1:22 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 rn uo in in to in in S a o 0000000000000000000000 c ,o Q) o f "c 0 0 0 0 0 0 0 0 0 0 0 ` co a) C C C C •C •C C C C C C O m a) 0) ) X X X X X X X X X X X M co W W W W W W W W W W W a m co co co co co co co co co co co co co co co co co 0o ao co co co n. 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c a) CD a> a) a) a) a) a) a> a) a) a)C C C C C C C C C C C O1❑ L - U O O O O O O 0) O O 0) 0) 0) 0) O 0) O 0) O 0) 0) 0) 0) O a O O O O O O O O O O O a) ZZZZZZZZ Z ZZ c` El p O O O O O G O O O O O O O O C O O O O C) O O =LL C LLLL cd c• 0 C LE 4E., CO f0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C :�+ C C C C C •C •C .0 C C C a) L A O O O O O O O O O O O 0 0a= V V V = V V Z= V V V 0 CO _ N N N N N N N N N it r o C c c c co a= N > c c . Cl. 0 0 O e0 e0 O 0 0 O 0 0 O O 0 O 0 O 0 0 O 0 0 O 0 O. 0 0 0 0 0 0 0 o o O 0 •O. N M .M- c0 c0 `- ONi c0D cn M v co v• Cn N N Oi r CN v &)3 000 n 0 0 N 0EO) a) _. C CO O N o Cti f O = O = 1 = ' O O O O O O O O O O O O O O O O O O O O O O O O O > d 0 0 06 0 0 0 0 0 0. 0 0 a = c O) r r M O M M 'a O O w .... co 00 00 0o ao 0o co 00 00 00 00 00 0o co 0o ao 00 00 0o co 0o ao oo 0 - y N EZZZZZZZZZZZ W C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 O 0 0 0 O N O L -C-' cn 2 V, P a U (/� LL N co co • n n c0 n c0 0co Lc) N O c0 r r N 3 d 0 CO CO CO CO CO N N N N CO CO CO to 0 J r r r r r r r '- O G c 1 0 0 0 0 0 0 0 0 0 0 0 r- �j 0 2 > c0 M M M M M M M M M c+) M M M M coM M M M M M M M G Z O O N N N N N N N N N N N N 0 a1 0 c0 3 at-. cc0 M M co M M M M M M M CO A U an v_) LL C) C C C) C O C) O C) O C LL c D �Q 8EEEEEEEEEEEEEEEEEEEEEEE ''-a) a) a) a7 a) a) a) a) a) a) m a) a) a) a) N a) a/ N a) N a) a) m 8 E c 0 U) CO CO CO V) N N CO N N y d O. N CO CO CO CO CO CO U) N N CO CO V) CO CO CO U) N y 0) V) CO N a) C m N N a) a) 0) a) a) . a1 a) IX <n >. >. T >. T T T > >. >, T >. >. >. >. >. > >. > T > >. > O LL >- >- >- >- >- >- >- } } >- } cn co cn cn co co cn cn cn cn cn co cn cn co cn cn cn cn w , z o 0 co •C a; I— 0 a) 0 a) a) a) a) a) a) m a) a) N N . .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 > > > > > > > > > > > $) a, o O o 0 0 0 0 0 0 0 0 Cl. v v v v v v v -8 1pp o o o p� o 8 0 0 0 8 > m 0 0 0 0 0 0 0 0 0 0 0 0 Z 00 0 00 00 00 00 00 0 0 0 0 o O O o O o 0 o O h O 4. w w w w w w w w w w w O 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 O Ca 0 w 3 3 3 3 3 3 3 3 3 3 3 co 0 0 0 0 0 0 0 0 0 0 0 0 >+ d 0 0 a) 0 0 N a) N a) 0 m a) a) 0 a) 0 0 a) a) 0 0 0 a C J J J J J J J J J J J >. "' E E E E E E E E E E E E E E E E E E E E E E E 2,Eo CO CO CO a) a) to CO c0 a) a) a) CO CO E0 a) Ea ca c0 ca a) ca a> a) 3 LL U.. LL LL LL LL LL LL U.. Li. U.. LL LL LL LL LL LL LL LL LL LL LL U.. CCCCCCCCCCC c w > > > > > > > > >LL co •C •C •C 'C •C C •C c •C •C O c c 'C c •c •C c •c •C Of 0 E w 0 r O M F0- a) 0 co a) a) 0 a) a) a) a) m a) a) a) a) a) a) a) a) a) a) (`0 co Q N N N O a0 O) r r r N. < w W O w w w w w w w w w w www w w w W Ca CU 00 2 o o cn z z cn cn 3 3 3 3 w z N Ci E cn z w w cn cn 3 3 3 3 w 3 z w 3 z z w w cn w cn cnat ,- 0 0 0 4t .— N M C U) CO c. CO O) Or O IN r N M In CO 1� OD 0) O N M N- U0 CO c1- CO 0) N N N N N \y rl rI rl rl rl rl rl rl I I I I e LL - FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 12 N 13 Vinyl Low-E Double Yes 0.32 0.28 N 13.3 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 13 W 15 Vinyl Low-E Double Yes 0.32 0.28 N 40.0 ft2 10 ft 0 in 1 ft 0 in None Exterior 5 14 N 16 Vinyl Low-E Double Yes 0.32 0.28 N 12.0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 15 N 16 Vinyl Low-E Double Yes 0.32 0.28 N 30.0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 16 N 17 Vinyl Low-E Double Yes 0.32 0.28 N 6.0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 17 N 17 Vinyl Low-E Double Yes 0.32 0.28 N 16.0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 18 E 18 Vinyl Low-E Double Yes 0.32 0.28 N 9.0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 19 E 18 Vinyl Low-E Double Yes 0.32 0.28 N 15.0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 20 E 19 Vinyl Low-E Double Yes 0.32 0.28 N 6.0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 21 S 20 Vinyl Low-E Double Yes 0.32 0.28 N 14.0 ft2 1 ft 0 in 1 ft 0 in None Exterior 5 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 484 ft2 484 ft2 52 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000254 1746.7 95.89 180.33 .0956 5 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:8.5 48 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER: 15 48 kBtu/hr 1440 cfm 0.75 1 sys#1 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Heat Pump Garage 3.55 80 gal 60 gal 120 deg Heat Recovery Unit SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 11/7/2019 1:22 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT DUCTS --Supply— --Return-- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 System 1 6 483.85 System 1 100.96 Default Leakage System 1 (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:Y Ceiling Fans: CoolingJan Feb Mar r Ma Jun X Jul X Au X Se Oct Nov Dec HeatinX)Jan X)Feb lX]Mar r L MaJun Jul AuSep Oct Nov X Dec VentingJan Feb Mar X Apr [ MayJun ' Jul [ Aug Sep X Oct X 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 11/7/2019 1:22 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New(From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple-family 2. Single-family b) Retum 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 48.0 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. 2620 d) Room unit/PTAC EER e)Other 15.0 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.320 b)Solar Heat Gain Coefficient(SHGC) 7b. 0.280 14. Heating system: Capacity 48.0 c)Area 7c. 686.3 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 8.50 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 3.55 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. 13.0 e) Dedicated heat pump with tank EF 2. Masonry(Insulation R-value) 10A2. f) Heat recovery unit HeatRec% 1.00 B. Adjacent: g)Other 1. Wood frame (Insulation R-value) 1061. 13.0 2. Masonry(Insulation R-value) 10B2. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a)Ceiling fans Yes a) Under attic 11a. 0.1 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 exceeded)in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Date: 74/ /e' Address of New Home: 475 Palmwood Ln City/FL Zip: Atlantic Beach, FL 32233 11/7/2019 1:25:39 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 2017-AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Dodson 475 Palmwood Ln Builder Name: 73/1-7 ")t, i/w,c Street: 475 Palmwood Ln Permit Office: Atlantic Beach City, State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Dodson Jurisdiction: 261100 Design Location: FL,Jacksonville U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA t 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 anydropped ceiling/soffit Ceiling/attic the insulation and anygaps in the air barrier shall be sealed. air 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 Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity v/ spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope 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 -i. .-a a. . .ing 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. 11/7/2019 1:25 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: 475 Palmwood Ln Permit Number: Atlantic Beach , FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. V SECTION R401 GENERAL ! ,2( R401.3 Energy Performance Level(EPL)display card(Mandatory)The building official shall require that an energy performance level (EPL) u 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. D/R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. Ei/ R402.4.1 Building thermal enveldpe.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 111t 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. i" 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 L u 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. E 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. ELLLLL R402.4.3 Fenestration air IeakagdNindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per III 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. 11/7/2019 1:25 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 MDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room,isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. 402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R 3 1 Controls. Ect03.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 11 R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or (7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods: El/ 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. R43.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. 403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) orelow 55°F(13°C)shall be insulated to a minimum of R-3. 1:2(b 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. 121/ 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. [2( 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 retum 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. 12/ 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. 11/7/2019 1:25 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/z 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). 1-�/ 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 LLLlllddd electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category.Solar water heaters shall meet the criteria of Section R403.5.6.2.1. 11131()�f 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. dR403.6 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 Vpowered 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). I,—N,/ 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 L/min. a. When tested in accordance with HVI Standard 916 11/7/2019 1:25 PM EnergyGauget USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 M2rDATORY 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. i , 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. I/ 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. i-4 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. fes( R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an LLLJJJ 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. 4R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections L l(J C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. f,�I� R403.9 Snow melt and ice system controls(Mandatory) Snow-and ice-melting systems, supplied through energy service to the building, II�� 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). 0? The!2403.10 Pools and permanent spa energy consumption(Mandatory). energy consumption of pools and permanent spas pi�� shall be in accordance with Sections R403.10.1 through R403.10.5. 10,..., f , R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an I�[�J� 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. f�(\- R403.10.2 Time switches.Time switches or other control methods that can automatically turn off and on according to a preset schedule L�Y'i 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. LijR4f03.10,3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at I 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. EM (. R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal t1y�i J 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. 11/7/2019 1:25 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 Iply 1� R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance 'yl=` 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. 403.11 Portable spas(Mandatoe energy consumption of electric-powered portable spas shall be controlled by the ryR requirements of APSP-14. SECTION R404 E CTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 11/7/2019 1:25 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 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#: Job Information Builder: Community: Lot: NA Address: 475 Palmwood Ln City: Atlantic Beach State: FL Zip: 32233 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method 0 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(ERI): 5.000 x 60 - 20960 = 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: 11/7/2019 1:26:00 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 • Dodson 475 Palmwood Ln HVAC Load Calculations for Dodson oftimrt R HVAC RESIDENTIAL LOADS Prepared By: Alexa Laughren Donovan Heat&Air Thursday, November 7,2019 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 Enemy Services110 Dodson 475 Palmwood Ln Jacksonville.FL 32218 Page 2 Project Report General Project Information Project Title: Dodson 475 Palmwood Ln Project Date: Thursday, November 7, 2019 Client Name: Dodson Company Name: Donovan Heat&Air Company Representative: Alexa Laughren Company Comment: 'Design Data Reference City: Jacksonville, Florida Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb ReLHum Rel.Hum Dry Bulb Difference Winter: 32 29.92 n/a n/a 70 n/a Summer: 94 77 47% 50% 75 48 ;Check Figures Total Building Supply CFM: 1,675 CFM Per Square ft.: 0.640 Square ft. of Room Area: 2,619 Square ft. Per Ton: 719 Volume (ft3): 20,954 ---- -------------- $uiiding Loads Total Heating Required Including Ventilation Air: 50,763 Btuh 50.763 MBH Total Sensible Gain: 37,970 Btuh 87 % Total Latent Gain: 5,763 Btuh 13 % Total Cooling Required Including Ventilation Air: 43,734 Btuh 3.64 Tons (Based On Sensible + Latent) dotes 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:\ ...\Dodson 475 Palmwood Ln.rh9 Thursday, November 7, 2019, 1:19 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Dodson 475 Palmwood Ln Jacksonville.FL 32218 Page 3 Miscellaneous Report System 1 System 1 Outdoor Outdoor Outdoor Indoor Indoor Gra' Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 32 29.92 80% n/a 70 n/a Summer: 94 77 47% 50% 75 48.06 Duct Sizing Inputs 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 98 CFM 98 CFM Infiltration Actual: 0.280 AC/hr 0.280 AC/hr Above Grade Volume: X 20.954 Cu.ft. X 20,954 Cu.ft. 5,867 Cu.ft./hr 5,867 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 98 CFM 98 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1-- Infiltration &Ventilation Sensible Gain Multiplier: 20.88 = (1.10 X 0.999 X 19.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 32.65 = (0.68 X 0.999 X 48.06 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 41.76 = (1.10 X 0.999 X 38.00 Winter Temp. Difference) Winter Infiltration Specified: 0.280 AC/hr(98 CFM) Summer Infiltration Specified: 0.280 AC/hr(98 CFM) Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From bio. Type Description Location Ceiling Leakage Insulation Area [TIMDD 1 Supply Main Attic 16F 0.09 6 707 No 1 Return Main Attic 16F 0.15 6 262 No C:\...\Dodson 475 Palmwood Ln.rh9 Thursday, November 7, 2019, 1:19 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services * Dodson 475 Palmwood Ln Jacksonville.FL 32218 Page 4 Load Preview Report /To Net ft.1 Sen Lat Net, Sen Sys. Sys A Duct Scope Ton Area Gai�jl CFM CFM CF Gain Gain Loss 9 9 Size M Building 3.64 719 2,619 37,970 5,763 43,734 50,763 994 1,675 1,675 System 1 3.64 719 2,619 37,970 5,763 43,734 50,763 994 1,675 1,675 24 Supply Duct Latent 543 543 Return Duct 1,150 1,028 2,178 1,614 Zone 1 2,619 36,820 4,192 41,012 49,148 994 1,675 1,675 24 1-Foyer I Great Room&Kitchen 1,026 14,054 1,845 15,899 15,489 313 639 639 6-6 2-Powder Room 64 789 158 947 2,082 42 36 36 1-4 3-Well's Room 161 3,434 252 3,686 3,701 75 156 156 2-5 4-Bath 2 63 670 74 744 1,084 22 30 30 1-4 5-Adlers Room 168 2,890 138 3,028 2,226 45 131 131 2-5 6-Play Room 289 4,483 336 4,819 5,122 104 204 204 2-6 7-Cabana 102 1,227 287 1,514 3,592 73 56 56 1-4 8-Owners Suite 248 4,357 311 4,668 4,932 100 198 198 2-6 9-New Owners Retreat 180 2,268 267 2,535 3,850 78 103 103 1-6 10-His&Her WIC 138 1,343 247 1,590 3,240 66 61 61 1-4 11-Laundry 121 950 168 1,118 2,510 51 43 43 1-4 12-Butler Pantry 60 355 109 464 1,322 27 16 16 1-4 C:\...Dodson 475 Palmwood Ln.rh9 Thursday, November 7, 2019, 1:19 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Serviceslilt Dodson 475 Palmwood Ln Jacksonville.FL 32218 Page 5 Duct Size Preview Room or Source Minimu Maximum Rough Design SP Duct Duct Htg i Clg I Act. Duct Duct Name Vel ' Velocity Factor L/10f Loss Velocit\ Lengtt_fkw Flow Flow Size System 1 Supply Runouts Zone 1 1-Foyer I Great Room&Kitchen Built-In 450 750 0.01 0.1 542.8 313 639 639 6-6 2-Powder Room Built-In 450 750 0.01 0.1 411.5 42 36 36 1-4 3-Well's Room Built-In 450 750 0.01 0.1 573 75 156 156 2-5 4-Bath 2 Built-In 450 750 0.01 0.1 349.4 22 30 30 1-4 5-Adlers Room Built-In 450 750 0.01 0.1 482.2 45 131 131 2-5 6-Play Room Built-In 450 750 0.01 0.1 519.3 104 204 204 2-6 7-Cabana Built-In 450 750 0.01 0.1 639.8 73 56 56 1-4 8-Owners Suite Built-In 450 750 0.01 0.1 504.8 100 198 198 2-6 9-New Owners Retreat Built-In 450 750 0.01 0.1 525.6 78 103 103 1-6 10-His&Her WIC Built-In 450 750 0.01 0.1 700.1 66 61 61 1-4 11-Laundry Built-In 450 750 0.01 0.1 495.2 51 43 43 1-4 12-Butler Pantry Built-In 450 750 0.01 0.1 185 27 16 16 1-4 Other Ducts In System 1 Supply Main Trunk Built-In 550 600 0.01 0.1 533.3 994 - 1,44 1,675 24 Summary System 1 Heatina Flow: 994 Coolina Flow: 1675 C:\...\Dodson 475 Palmwood Ln.rh9 Thursday, November 7, 2019, 1:19 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services • Dodson 475 Palmwood Ln Jacksonville.FL_32218 Pane 6 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 4A-5f-o: Glazing-Double pane low-e (e = 0.20 or less), 686.3 9,132 0 11,679 11,679 operable window, e=0.05 on surface 2, insulated fiberglass frame, outdoor insect screen with 50% coverage, u-value 0.35, SHGC 0.35 11J: Door-Metal- Fiberglass Core 17.9 407 0 322 322 12C-Osw: Wall-Frame, R-13 insulation in 2 x 4 stud 1571.8 5,434 0 3,646 3,646 cavity, no board insulation, siding finish, wood studs 12C-Osw: Part-Frame, R-13 insulation in 2 x 4 stud 308 1,064 0 532 532 cavity, no board insulation, siding finish, wood studs 18A1-21o: Roof/Ceiling-Roof Joists Between Roof Deck 2619.2 4,677 0 3,694 3,694 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-21 open cell 1/2 lb. spray foam, 5.5 inches in 2 x 6 joist cavity, 1 inch on joist 22A-ph-c: Floor-Slab on grade, No edge insulation, no 325 16,772 0 0 0 insulation below floor, carpet covering, passive, heavy moist soil Subtotals for structure: 37,486 0 19,873 19,873 People: 5 1,000 1,150 2,150 Equipment: 0 8,800 8,800 Lighting: 0 0 0 Ductwork: 9,194 1,571 5,084 6,655 Infiltration: Winter CFM: 98, Summer CFM: 98 4,083 3,192 2,040 5,232 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 1,024 1,024_ Total Building Load Totals: 50,763 5,763 37,970 43,734 I Check Figures Total Building Supply CFM: 1,675 CFM Per Square ft.: 0.640 Square ft. of Room Area: 2,619 Square ft. Per Ton: 719 Volume (ft3): 20,954 I Building Loads Total Heating Required Including Ventilation Air: 50,763 Btuh 50.763 MBH Total Sensible Gain: 37,970 Btuh 87 % Total Latent Gain: 5,763 Btuh 13 % Total Cooling Required Including Ventilation Air: 43,734 Btuh 3.64 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:\...\Dodson 475 Palmwood Ln.rh9 Thursday, November 7, 2019, 1:19 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services Dodson 475 Palmwood In Jacksonville.FL 32218 Page 7 Building Pie Chart Infiltration 8% Floor 33% Ductwork 18% Door 1% Glass 18% Roof 9% Wail 13% Roof 8% AED Excursion 2% Infiltration 12% Wall 10% i / Ductwork 15% Glass 27% Equipment 20% Door 1% People 5% C:\...\Dodson 475 Palmwood Ln.rh9 Thursday, November 7, 2019, 1:19 PM il Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.1 Home Energy Services • Dodson 475 Palmwood Ln' Jacksonville.FL 32218 Page 8 Manual S Performance Data - System 1 - System 1 Cooling Loads and Design Conditions 71 Outdoor Dry Bulb: 94 Sensible Gain: 37,970 Outdoor Wet Bulb: 77 Latent Gain: 5,763 Indoor Dry Bulb: 75 Total Gain: 43,734 Indoor RH: 50 Load SHR: 0.87 Elevation: 26 Supply Airflow: 1,675 Latitude: 30 Entering Dry Bulb: 75.6 Altitude Factor: 1 Entering Wet Bulb: 62.9 'Equipment Performance Data at System Design Conditions Air Source Heat Pump Model: NXH548GKA**+FXM4X60**AL, Nominal Capacity: 48,000 Entered Interpolation Data: EDB Total Power 75.6°F EWB Air Flow ODB Capacity Input Sensible °F CFM °F W MBtuh S/T Capacity MBtuh 62 85 47.22 0 0.99 46.74: 1675 105 42.73 0 0.945 40.3 67 85 51.41 0 0.76 39.07. 10 45.85 0 0.89 40.80: Interpolation Results: Percent Load of Load Sensible Capacity: 43,153 37,970 114% Latent Capacity: 2,714 5,763 47% Total Capacity: 45,867 43,734 105% This system's equipment was selected in accordance with ACCA Manual S. C:\ ...\Dodson 475 Palmwood Ln.rh9 Thursday, November 7, 2019, 1:19 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Home Energy Services * Dodson 475 Palmwood Ln Jacksonville.FL 32218 Page 9 System 1 Room Load Summary Htg Min Run Run Clg CIg 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 Foyer Great 1,026 15,489 313 6-6 543 14,054 1,845 639 Room & Kitchen 2 Powder Room 64 2,082 42 1-4 411 789 158 36 36 3 Well's Room 161 3,701 75 2-5 573 3,434 252 156 156 4 Bath 2 63 1,084 22 1-4 349 670 74 30 30 5 Adlers Room 168 2,226 45 2-5 482 2,890 138 131 131 6 Play Room 289 5,122 104 2-6 519 4,483 336 204 204 7 Cabana 102 3,592 73 1-4 640 1,227 287 56 56 8 Owners Suite 248 4,932 100 2-6 505 4,357 311 198 198 9 New Owners 180 3,850 78 1-6 526 2,268 267 103 103 Retreat 10 His&Her WIC 138 3,240 66 1-4 700 1,343 247 61 61 11 Laundry 121 2,510 51 1-4 495 950 168 43 43 12 Butler Pantry 60 1,322 27 1-4 185 355 109 16 16 Duct Latent 543 Return Duct 1,614 1,150 1,028 System 1 total 2,619 50,763 994 37,970 5,763 1,675 1,675 System 1 Main Trunk Size: 24 in. Velocity: 533 ft./min Loss per 100 ft.: 0.028 in.wg oling System Summary r Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 3.64 87%/ 13% 37,970 5,763 43,734 Actual: 4.00 75%/25% 36,000 12,000 48,000 Equipment Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: NXH548GKA** NXH548GKA** Indoor Model: FXM4X60**AL Brand: TEMPSTAR TEMPSTAR Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8.5 HSPF 15 SEER Sound: 0 0 Capacity: 45,500 Btuh 48,000 Btuh Adjusted Capacity: n/a 45,867 Btuh Sensible Capacity: n/a 36,000 Btuh Adjusted Sensible Capacity: n/a 43,153 Btuh Latent Capacity: n/a 12,000 Btuh Adjusted Latent Capacity: n/a 2,714 Btuh AHRI Reference No.: n/a 9645258 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 94F, SOWB: 77F,WODB: 32F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 37,970 Btuh, Lat. gain: 5,763 Btuh, Sen. loss: 50,763 Btuh, Entering clg. coil DB: 75.6F, Entering clg. coil WB: 62.9F, Entering htg. coil DB: 68.5F, CIg. coil TD: 20F, Htg. coil TD: 45F, Req. clg. airflow: 1675 CFM, Req. htg. airflow: 994 CFM C:\ ...\Dodson 475 Palmwood Ln.rh9 Thursday, November 7,2019, 1:19 PM N SIZE 48 EXPANDEDDED D • 0 048 Size Outdoor With FXM4X60**AL Indoor Cooling C C Outdoor Ambient Temperature-Degrees F,Dry Bulb • 0 75 85 95 105 _J 115 Entering Indoor Temperature-Degrees F,Wet Bulb N CFM 72 67 63tt 62 57 72 67 63tt 62 57 72 67 63tt 62 57 72 67 63tt 62 57 72 67 63tt 62 57 n MBht 58.07 53.00 49.29 48.39 46.84 55.36 50.57 47.05 46.26 45.13 52.51 48.00 44.69 43.97 43.29 49.43 45.23 42.13 41.55 41.27 46.11 42.21 39.35 39.34 39.04 Ti SITS 0.50 0.68 0.71 0.88 1.00 0.54 0.73 0.76 0.95 1.00 0.58 0.79 0.81 1.03 1.00 0.62 0.85 0.88 1.10 1.00 0.66 0.92 0.95 1.15 1.00 n 1420 AMPS* 12.17 12.12 12.08 12.08 12.06 14.00 13.94 13.89 13.88 13.87 16.12 16.05 16.00 15.99 15.98 18.58 18.51 18.45 18.44 18.43 21.42 21.34 21.28 21.28 21.27 0 HI PR 277 273 270 269 267 320 315 311 310 309 366 361 357 356 355 416 411 406 406 405 470 465 461 461 460 Z CA LO PR 155 141 131 129 125 157 143 133 131 128 160 146 135 133 131 162 148 137 136 135 165 151 140 140 139 MBht 59.07 53.94 50.21 49.44 48.62 56.23 51.41 47.88 47.22 46.78 53.24 48.73 45.42 45.37 44.83 50.06 45.85 42.77 42.73 42.67 46.62 42.74 39.90 40.34 40.29 SITS 0.52 0.71 0.73 0.92 1.00 0.55 0.76 0.79 0.99 1.00 0.59 0.82 0.85 1.03 1.00 0.64 0.89 0.92 1.00 1.00 0.69 0.97 0.99 1.00 1.00 1600 AMPS* 12.31 12.26 12.22 12.21 12.20 14.14 14.08 14.04 14.03 14.02 16.27 16.20 16.15 16.15 16.14 18.74 18.67 18.61 18.61 18.61 21.57 21.51 21.44 21.45 21.45 CD HI PR 278 274 270 270 269 321 316 312 311 311 367 362 358 358 357 417 412 407 408 407 471 466 462 462 462 LO PR 158 144 134 132 130 160 146 136 134 133 163 148 138 138 136 165 151 140 140 140 168 153 142 145 144 g MBht 59.90 54.77 51.02 50.90 50.29 56.96 52.13 48.60 48.40 48.34 53.86 49.35 46.06 46.31 46.25 50.55 46.39 43.32 44.01 43.96 47.05 43.18 40.36 41.48 41.43 N ISin 0.53 0.74 0.76 0.93 1.00 0.57 0.80 0.82 1.00 1.00 0.62 0.86 0.89 1.00 1.00 0.66 0.94 0.96 1.00 1.00 0.71 1.02 1.04 1.00 1.00 a 1800 AMPS* 12.47 12.41 12.37 12.37 12.37 14.30 14.24 14.19 14.19 14.19 16.44 16.37 16.32 16.33 16.32 18.91 18.84 18.78 18.79 18.79 21.74 21.68 21.62 21.65 21.65 . il,m HI PR 279 275 271 271 271 321 317 313 313 313 368 363 359 359 359 418 413 408 409 409 472 467 463 464 464 s LO PR 161 147 136 137 135 163 149 138 138 138 165 151 140 142 141 168 153 142 145 145 170 156 145 149 149 s o ss -3 7 17 27 37 47 57 67 048 Size Outdoor With FXM4X60**AL Indoor Heating CFM 65 70 75 65 70 75 65 70 75 65 70 75 65 70 75 65 70 75 65 70 75 65 70 75 MBht 20.76 20.52 20.29 25.15 24.93 24.72 29.87 29.60 29.34 35.07 34.74 34.42 40.98 40.32 39.98 46.78 46.50 46.00 53.42 52.76 52.12 60.31 59.42 58.62 T/R 15.40 15.20 15.00 18.50 18.30 18.10 21.80 21.50 21.30 25.40 25.10 24.80 29.40 28.90 28.60 33.30 33.00 32.60 37.70 37.20 36.60 42.30 41.50 40.90 1420 AMPS* 12.23 12.81 13.42 12.65 13.26 13.91 13.13 13.76 14.44 13.63 14.29 14.99 14.15 14.84 15.57 14.69 15.43 16.18 15.32 16.05 16.82 15.95 16.69 17.48 y HI PR 250 268 287 259 278 297 271 290 310 285 304 324 300 320 340 316 337 357 335 355 376 355 374 395 '0 LO PR 36 36 36 47 47 48 59 60 60 73 73 74 89 89 89 106 107 107 125 126 126 148 149 149 *G co MBht 20.83 20.58 20.35 25.20 24.98 24.76 29.90 29.64 29.38 35.27 34.79 34.46 40.86 40.60 40.05 47.27 46.40 45.96 53.63 53.01 52.36 60.65 59.87 59.04 T/R 13.70 13.50 13.30 16.40 16.30 16.10 19.40 19.10 18.90 22.60 22.30 22.00 26.00 25.80 25.40 29.90 29.20 28.90 33.60 33.10 32.70 37.70 37.10 36.50 3 1600 AMPS* 12.22 12.80 13.41 12.59 13.20 13.84 13.02 13.65 14.32 13.46 14.12 14.81 13.91 14.60 15.32 14.41 15.11 15.85 14.93 15.65 16.41 15.48 16.22 16.98 X N HI PR 246 264 282 254 272 291 264 283 302 277 295 315 290 309 329 305 324 344 321 341 361 338 358 379 a N LO PR 36 36 36 47 47 48 59 60 60 74 73 73 89 89 89 107 106 106 125 126 126 148 148 149 C Co MBht 20.91 20.66 20.43 25.26 25.04 24.82 29.96 29.69 29.43 35.30 34.84 34.51 40.88 40.67 40.25 47.07 46.55 46.31 53.95 53.27 52.60 61.12 60.29 59.45 •D NT/R 12.20 12.10 11.90 14.70 14.50 14.30 17.20 17.00 16.90 20.10 19.80 19.60 23.10 23.00 22.70 26.40 26.10 25.90 30.10 29.60 29.20 33.80 33.30 32.70 Z ON 1800 AMPS* 12.24 12.82 13.42 12.58 13.18 13.82 12.97 13.59 14.25 13.36 14.01 14.69 13.77 14.43 15.14 14.19 14.88 15.60 14.65 15.36 16.10 15.13 15.85 16.60 I cri HI PR 242 260 278 249 267 286 258 277 296 269 288 307 281 300 320 294 313 334 309 328 348 324 344 364 LO PR 36 36 36 47 47 47 59 59 60 73 73 73 88 89 90 105 105 107 125 125 126 148 148 149 See table Notes at end of section OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: 475 Palmwood Lane Atlantic Beach, FL 32233 Permit#: �� CSG Z *Owner/Project Name: John Dodson/Dodson Family Renovations 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 1.Swinging Masonite Composite Door Units Per Mfgr Specs FL 5507.1 N/A 2. Sliding 3. Sectional 4. Garage Roll-Up 5.Automatic 6. Other B.WINDOWS 1. Single hung PLYGEM MODEL 1500 Per Mfgr Specs FL 16103.1 N/A 2. Horizontal slider PLYGEM MODEL 1500 Per Mfgr Specs FL 16102.1 N/A 3. Casement 4. Double hung 5. Fixed PLYGEM MODEL 1500 Per Mfgr Specs FL 16101.1 N/A 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 JAMES HARDIE CEMENTOUS SIDING PER MFGR SPECS FL 13192.1 N/A 2. Soffits PLYGEM VINYL SOFFITS PER MFGR SPECS FL 23352.1 N/A 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 GAF LAMINATED SHINGLES PER MFGR SPECS FL 10124.1 N/A 2. Underlayments GAF UNDERLAYMENT PER MFGR SPECS FL 10626.1 N/A 3. Roofing fasteners 4. Nonstructural metal METAL SALES MFGR CORP METAL ROOF PER MFGR SPECS FL 14645.13 N/A roof 5. Built-up roofing 6. Modified bitumen 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 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 SCONNECTORS PER MFGR SPECS IMPSON FL 10852.2 N/A connector/anchor 2.Truss plates 3. Engineered lumber WEYERHAUSER STRUCTURAL LVL PER MFGR SPECS FL 21359.1 N/A 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 oh-ICE 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. *Contractor Name (Print Name):TOM TROUT III *Contractor Signature: *Company Name: TOM TROUT, INC. *Mailing Address: 5569 BOWDEN ROAD, SUITE 1 *City: JACKSONVILLE *State: FL *Zip Code: 32216 *Telephone Number: (904) 737-5412 *E-mail Address: dOug@tOmtrOutlnc.cOm Cell Phone Number: (904) 334-9821 Fax Number: (904) 737-1044 OFFICE COPY Page 4 of 4 Updated 10/17/18 MAR SHOWING BOUNDARY SURVEY OF LOT 18, BLOCK 10, ACCORDING TO THE PLAT OF SEL VIAL. MARINA UNIT NIT NOT.. 6 AS RECORDED IN PLAT BOOK. 34, PAGE(S) 51, 51A & 518 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: * O L)' PLA tl )' '' RICHARD EDWARD NELLIS AND LAMARA JOY NF.LLIS JOINT REVOCABLE LIVING TRUST, GIBRALTAR TITLE SERVICES, T.T.C. , AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY. LOT 2, BLOCK 10 6( LOT 3, BLOCK 10 sFgi/2" oa n REBAR al ci LB 5488 Llo N a2. •22- �12a.50' (50� �/2. ., 120. (R) IRON FIFE } 72!50' Z - •+�• ____I_ ' . -r-2. -T-1--- Ti . . A •a 0.1'-/i/ 1 a S' 1 ."J J 30.4' nro 2 ST' ' • NI BLOCK 10Q " CARACE/A,PT pi .NJ' •, Nks- .v 30.4' b , •140 Al W *SQ ]VC N �� I , 30.4' . . Nil N X ,v \\ce� I = rn FRAME • pppn . w � r: In 1 -�--} I a HOUSE 1 cD • U= � o Q 17.0' Q 130.0 . - -J LI a a) -1 ua 0 . -r-4-).- a ' N I �1 r,./. y'nom. ' �� d Y O 39.6 PA U n yr F- Z (� © rA VERS . 0.4'r O �p i 2 ;n 1-STORY BRICK •CoA kii r J RESIDENCE NO. 475 ' .y `: 'Z \I••••► Z I COVERED CONCRETE \ :^ 35.5' W1 14.5'm a •cp 'm ro 22.1' -1-1� 18.1' 3V BRL �/ (PER PLAT) 1.7 Jg.1. 7.J I' ", o b re + b' 2.5' PC 3 7d'03'1O• 1,30.14' (R) • IRON PIPE S 78'03'10" W 120.00' 1/2" I/2' S 78'23'15" W 130.20' (M) (R) f PON P,PF IRON PIPE 5 7803'10" W 119.95' (MA) , 1.:\SEARING REFERENCE UNE PALMWOOD LANE °` (60' R/GHT OF WA)) 1.6' cuaa ANO CU11tRR F'-000 ZONE"X' - AREAS DE1Ei3DNEO TD RE CAJT9DE THE Cix ANNUAL OW X ft000 PLAM /f1A00 2CA'E ":<(StiE)))' - AREAS Cf 0.211 AN'FJ,t. CHANCE FLOOQ "EAS OF 1I AM.`IUAL CHANE WTH AWF A(� CEP TL+S OF LESS TITAN i F.7GT AM MAH DRADIAOE AREAS LESS THAN 1 SQUARE MRF• Ah'1 MEAS PRoitciEO Sl'LEVEES f11 OM 1X AIWUAL CHANCE 8000. t Y� GENERAL004( NO FAC c'IJ � R S I. BEAMNCS ARE BASm CN PLAT 800K 3l, FAGE 818. 2. StRUCTURE N0 a. SHO'N1 HF3�CT1 uE5 WTHN 8000 ZCnE X AS BEST DETERMINED FROM FF.M.A FLOOD UAPS PAJ1E1.NO.fl DATED OA-03-2013 . _ ASSOCIATED SURVEYORS INC. I 1 AL AND, CNMEN-ALLY MMS 1111K�A'IFN ANY,AOT LOCAITED 9 h4S SURVEY (n / LAND d[ ENGINEERING SURVEY'S 5. THIS SJRVEY RAta2U(.11 LLGAL LESCroPT1ONS rureNisHED. TT. Pt1BUC RECORDS'iE3 W V NOT SEARSHED RY MS SURVEYOR FOR EASEUE)1TS. T1TL£. COVENANTS, PRL'S +- � %/ 3846 3LANDINC BOULEVARD 1NE HE RCNS CLOSURES, TECK A Q2 NOT 16• C.AT ETC. .i �� JA.CK50NViLL.E. FLORIDA 32210 7. UNE HEAVY Ewe SHCM1 WRECK'MAV NOT lOUND ACN O CAMVEIDENTIFICATION.7. UNLESS OTNERMSE STATED ALL 'RCN P'PES FOUND HAVE N0 IOEN TIFTCA 11pN. c� 904-771-6468 L AC • AIR CONDITIDER v O S S V , CERTIFICATE OF AUTHORIZATION NO. LB 0005488 E DT • IgtUuu1 DI1 c RESTRICTION I`�F R" RADIUS ZLd+� WRVcvw L wAPP� • BETVEEN <f0 RECORD E <Cl • CCNPUTED FROM RECORD RLS REGISTERED LAND SURVEYOR N CLR • COVENANTS t RE STRICTIOIRS RAI RIGHT OF VA? I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY a a,,, = .',';',',P1,',,„• aEA<D LTO') TYPICAL DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL CONE • CONCRETE 0 MT IRON PIPE (IP)CR REBAR STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER SJ-17.050 t Er : a E:TRRIC BGx • •AOC 9JRV' OR LB. Baba THROUGH , .052, FLORIDA MINISTRATIVE CODE, CHAPT . 472, F.S. ET • FiEcTR1C TRANSFECTRI L PAD F17JNO CRE PIPE (IP)MONUMENT FIH / ■ -FOLE,O CONCRETE MILL (Cu) A JEA • JACXSONN I LLE EL ECtR I C AIIT1Q77 i TY = CROSS CUT OR DRILL HOLE B L • LENGTH Cr ARC ®. NAIL DISC B LB • LICENSED BUSINESS --11-x-X-31--D-Y-4<-CHAIN LNK FENCE R LS - LICENSED SLRVEYOP -,---Fc-„ -,-,-,-- uETAL FENCE BY: �"' - (Mo • NEASURCD E - V-LL-V n u V vRE FENCE NLD • NAIL L DISC n n n e n n PADCO FENCE CHA?LES 8. HATCHE FLORIDA CE • KATE NO. 3771 V ORB = OFFICIAL RECORDS BOOR v�+ti FEncE CHILES L STARLIN FLORIDA CE-TIFICATE NO. 4579 A PCS • MINTOF CURVE V0 - oVENNF.ID unurr RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 06132 T Pcc - POINT OF COMPOUND CURVE 1 POD • POOL. EQUIPMENT PAD ® WATER uETETt PL • POINT DF INT£RSECTTON PRC = POINT OF REVERSE CURVE UTILITY R JOB NO. 72592 DATE 08-02-2018 N PRN PvauIHENT REFERENCE MON.INENT f• a1Y ANa1crt SCALE: 1'' = 30' DRAFTER WF s PT • POINT OF TANGENCY PLS • PROFESSIONAL LAND SURVEYOR A. �r1 TRAL ANGLE NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER SIDE -HINGED FIBERGLASS DOOR 8'-0" DOUBLE DOOR WITH / WITHOUT GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINII,dUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTI_D. 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WITH NON -IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF FIBERGLASS FACING: TEST DFSCRIPTIM f)Fs1r:NeTinN DrIcl it T 6. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DF.grPIPTInN InF¢1!_NATInn1 cccI a TI SELF IGNITION TEMP ASTM D1929 740 'F SELF IGNITION TEMP ASTM D1929 752 'F > 650 *F RATE OF BURNING ASTM RATE OF BURNING SMOKE DENSITY ASTM ASTM D635 D2843 0.56 IN'I� MIN 53.4% ASTM TENSILE STRENGTH* ASTM D638 3.2% DIFF ASTM D638 -7.50%I 6. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DF.grPIPTInN InF¢1!_NATInn1 cccI a TI SELF IGNITION TEMP ASTM D1929 740 'F 7_650- 'F RATE OF BURNING ASTM D635 0.77 IN MIN SMOKE DENSITY ASTM D2843 13.4% a TENSILE STRENGTH* ASTM D638 -7.50%I DIFF T UUMI-A"JIVt ILM&L SIKLN(;TH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 Lrn h DOUBLE DOOR UNIT 03 M DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 e 3 ANCHORING LOCATIONS & DETAILS DESIGN PRESSURE a U SINGLE DOOR UNIT Lrn h DOUBLE DOOR UNIT SINGLE DOOR UNIT WITH SIDELITE 149" MAX. OWRALL FR4HE MDTH 21 " MAX 36.375" MAX. D. L. Vii. PANEL WIDTH 37.5" MAX, W/ASTRAGAL FRAME WIDTH co r N rn c' �O I J h TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS SINGLE DOOR UNIT WITH SIDELITE 149" MAX. OWRALL FR4HE MDTH 21 " MAX 36.375" MAX. D. L. Vii. PANEL WIDTH 37.5" MAX, W/ASTRAGAL FRAME WIDTH co r N rn c' �O I J h I CHI i1 L WHttKL WATER ill ewe In_w DESIGN PRESSURE RATING U o � 0 0 ix or a I 1Z��j ..._. 111 'l ► i ds i 3.r..Revieww. :. CHI III WHttKL WATER INFILTRATION PERFORMANCE IS ewe In_w DESIGN PRESSURE RATING U o � 0 0 ix 0- a 1Z��j ..._. 111 'l ► i ds i 3.r..Revieww. :. SINGLE DOOR UNIT WISIDELITES DOUBLE DOOR UNIT W SIDE ►Tr= S CHI III WHttKL WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING I OUTSWING* X SINGLE DOOR UNIT WISIDELITES DOUBLE DOOR UNIT W SIDE ►Tr= S nlyn Liam i nresnola ueslgn E DATE: 1/5/07 SCALE: N.T.S. DWG. BY: SINS CHK. BY: KURT SALTHAZOR DRAWING NO.: FLORIDA P.E. DWG-MA-FLO161-07 #56533 SHEET 1 OF 3 WHttKL WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING I OUTSWING* X 37.5 +70.0 -70.0 +70.0 -70.0___+_1_9_0_T-19.O +70.0 -70.0 +70.0 -70.0 XX OX 74 +50.5-50.5 +55.0 -50.5 1 +19.0 -19.0 +40.0 -40.0 +55.0 -50.5 or XO 75 +50.5 -50.5 +55.0 -50.5 +19.0 -19.0 +40.0 -40.0 +55..0 -50.5OXO 112.5 +50.5 -50.5 +55.0 -50.5 0 9.0 +4 40.0 +550 -50.59. OXXO 149 1 +50.5 -50.5 +55.0 -50.5 1 +19.0 -19.0 +40.0 -40.0 +55.0 _ -50.5 nlyn Liam i nresnola ueslgn E DATE: 1/5/07 SCALE: N.T.S. DWG. BY: SINS CHK. BY: KURT SALTHAZOR DRAWING NO.: FLORIDA P.E. DWG-MA-FLO161-07 #56533 SHEET 1 OF 3 8x2-1/2" #8 x 2-1/2" DETAIL "D" #10 x 2\ # 10 x 5/8"' #10 x 5/8-' #10 x 2"--' FRAME / DOOR DETAIL "C" TYP I CAL 1 0.962"+ 1.375"6R=r-L� T T INSWING THRESHOLD OUTSWING THRESHOLD to N r - fl) SEE DET, "D" #8 x 2-1/2" Abmdt m to NAM �. ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE DETAIL "E" ASTRAGAL #10 x 1-3/4" ATTACH ASTRAGAL RETAINER BOLT STRUCTURE DEEP ENOUGH STRIKE PLATE TO FRAME FOR A 1.375" THROW '10 x 3/4" AS SHOWN. DETAIL "F" ASTRAGAL 0.124" ANNEALED DECORATIVE INSERT 0.090" SAFLEX (NOA 15-1201.11) (OPTIONAL) DOW 832 .0124" TEMP. 0.124" ANNEALED-----*,-- .0124" TEMP. � #6 X 1-1/2" PHS SEE DETAIL "C" c ob Ups J Q C) C) � _I Z (/) o �W- U _U Z CL Lo U co 0) U) Lu � �t o� 1.75- P�j;l 1.047" T HIGH DAM OSS THRESHOLD EXTERIOR 'V v INTERIO TYPICAL GLAZING DETAIL IMPACT RATED GLASS DOW 832 EXTERIOR t `"1 INTER10R TYPICAL GLAZING DETAIL NON—IMPACT GLASS DATE: 1/5/07 Ste: N.T.S. DWG. BY: SWS CHK. BY: DRAWING NO.: DWG-MA-FLO161-07 SHEET 2 OF 3 SEE DETA "C" SHT. SEE DETAIL ATTACHMENT DETAIL „ F ." UGI ' SHT. 2/it2 J 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS 1.25` BEING CONSIDERED FOR USE. JAMB, HEAD, AND MIN THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8". WOOD SCREW EDGE DISTANCE MIN 3/4". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTERNERS LOCATED 3" FROM EACH END AND MAX 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAX 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. - 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. iR =E DETAIL >" SHT. 2 3" A 0.25" SHIM TYPICAL MASONRY ANCHOR INSTALLATION 6"3„ � -I r 6" 3., � -4 i-- 3„ 3„ 6" -- -- HARDWARE SCHEDUI_F 6" 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 1.50" AT 10-1/2" CENTERLINE. 2. 6" 6" —� 3" 3" —0.25- 10 SHIM CL _ 0 Ld a V) WOOD BUCK ANCHOR INSTALLATION J J a w a: 0 B B \:J A _ 3" 3'- 6" 6" 3„ 6" -- -- HARDWARE SCHEDUI_F 6" 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED 1.50" AT 10-1/2" CENTERLINE. 2. MIN —0.25- SHIM CL TYPICAL WOOD BUCK ANCHOR INSTALLATION 3„ 6" -- -- HARDWARE SCHEDUI_F 6" 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 10-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. L0 cr - OO CO _ Q 0 O �_j W pU Z CL, t .. Lo U _ Lf) co or) (f) Ljij U j Z O Q Z O ao� ULn � g. o ma 8�2 m �� V) Wog � U R DO 0 Q af Ql L 1-1 0000 DATE: 115107 SCALE: N.T.S. DWG. BY: SINS CHK. BY: DRAWING NO.: DWG-MA-FLO161-07 SHEET 3 OF dp---A� FLUSH GLAZED FIBERGLASS DOOR UNIT W-0"GLAZED DOUBLE DOOR WITH / WITH(I)UT SIDELITES GENERAL N010 1. EVALUATED FOR USE 1N LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ), HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, EXCLUDING THE HIGH VELOCITY HURRICANE ZONE ill(HVHZ), HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON PANELS WITH IMPACT GLASS, BUT IS REQUIRED ON PANELS WITH NON -IMPACT GLASS. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E:84. POLYSTYRENE CORE FLAME SPREAD INDEX OF 15 AND SMOKE DEVELOPED INDEX OF 115 PER ASTM E84. 5. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F RATE OF BURNING ASTM D635 0.56 IN MIN SMOKE DENSITY ASTM D2843 53.47 TENSILE STRENGTH* ASTM D638 3.2"' DIFII- 6. PLASTICS TESTING OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F RATE OF BURNING ASTM D635 0.77 IN FAIN SMOKE DENSITY ASTM D2843 13.4% TENSILE STRENGTH* ASTM D638 —7.50% DIFF * COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 149" MAX. OVERALL FRAME WIDTH 25" MAX 36.375" MAX. D.L.O. PANEL WIDTH W/ASTRAGAL coco rn Ll X O • SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLEDOOR UNIT �ffH SOL U WITH SID `IIrE 37.5" MAX. FRAME WIDTH U _QQUBLE Q00gUNIT W'3QE!T S Agendum to UN CerGEV-MNo.: / y SIN EOOR _ UNC SIDELIT S 02 O p� OC) J Z cc oo zCU Z L0 1.0 O 0) Ld DOUBLE DOOR UNIT W DELITES ^�P DATE B110115 SCALE: N.T.S. DWG. Br: S WS CHK. BY: AOR DRAWING NO.; DWG-MA-FL0183-1 SHEET 1 OF 4 #8 x 2-1/2" #8 x 2-1/2" Adum to NAMI # 10 x 2" Cel�ft aU NO.: N"/,2129 „ Reviewed By: #10 x 5/8" #10 x 5/8" "' _- 4 #10 x 2" FRAME / DOOR DETAIL "C" #10 x 1" '10 x 1' DETAIL "D" TYPICAL 1 0.962"1 j 1.375" A�� 1.75"0�"a } 1.047" T T T r INSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM OS THRESHOLD Ln N r M SEE DE1 "D" J 0 #8 x 2-1/2„ SEE DETAIL "C" c 00 U pCD � Q O � CJ O CL _U �U ASTRAGAL RETAINER BOLT HOLE 9MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE DETAIL "E" ASTRAGAL STRUCTURE DEEP ENOUGH °i; H ATTACH ASTRAGAL RETAINER BOLT FORA 1.375" THROW STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL AS SHOWN. 0.124" ANNEALED DECORA71VE INSERT 0.090" SAFLEX IpG -- ---r -(OPTIONAL) 0.124" ANNEALED --- ---r 0124" TEMP, FACTORY APPLIED POLYMER SEALANT FACTORY APPLIED POLYMER SEALANT TYPICAL GLAZING DETAIL IMPACT RATED GLASS FACTORY APPLIED .0124" TEMP. °. 4y. FACTORY e . APPLIED BACKBEDDING EXTERIOR INTERIOR TYPICAL GLAZING DETAIL NON—IMPACT GLASS Qfo z DA�8/10/15 N.T.S. DWG. BY: SINS CHK. BY: DRAWING NO.: DWG-MA-FL0183-15 SHEET 2 OF 4 SEE DETA "C" SHT. SEE DETAIL F " SHT. 2 9 3- o U-) w 04 U Q t\ to a - m U) O m ' Q = 'y o o o zU j SEE DEN D O a "D" SHT. : C� a W m W V) i 0 J D O o N w� O oru Q` $l m Ck OAC WW Z O m ' Q = 'y o o o zU j O Q D O a a m V) i c U) D O U az Addendum to No DATE: 8110115 ceitfflE2tW ND.: �� SCALE: N. T. S. Rwavw$yr DWG. BY: SWS CHK. BY: DRAWING NO.: DWG-MA-FLO183-15 SHEET 3 OF 4 - - 1M " 0.25" SHIM TYPICAL MASONRY ANCHOR INSTALLATION 'M , 0.25" S SHIM 1X BUCK MASONRY ANCHOR INSTALLATION ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE DISTANCE MIN 1/2". 2. ANCHORING INTO STEEL STRUCTURE MUS]- BE SUFFICIENT TO ACHIEVE 3 THREADS MINIMUM BEYOND S1'EEL INTERIOR SURFACE. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE -l-APCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCF10RED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. 1MIN MAX SHIM CL TYPICAL WOOD BUCK ANCHOR INSTALLATION Add"n to NAN AA C�tti(IGatiOt! i!t0.: / '�•� RW ved 4.. Date " 12. 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED !AT 10-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. 1"X1/2" CORRUGATED #1,0X2" WOOD SCREW 3" FROM EACH END 6' FROM EACH END AND 7" OC AND 12" OC ACRYLIC LATEX ` CAULK AC.ARIC TEX i CAULK CL COMBINATION WOOD COMBINATION WOOD MULLION (BOXED) MULLION (BOXED) (3#10X2-1/2- WOOD SCREWS EACH END INTEGRAL WOOD MULLION (CHS) 'a: ob O U 0 J CO QQ O � _.I F► Z �O cc L _U Z C� ALcoU =o � O 2 m � Q 4 W -] W Z CZ o �3 0 o c j . °p 0 0 � a nQ. DATE: 8/ 1 a/ 1 5 SCALE: N. T.S. DWG. BY- SWS CHK. BY: DRAWING NO.: MG -MA -FI -0183-15 SHEET 4 OF 4 1 PLY GEM WINDOWS SERIES 1500 INTEGRAL MULLED WINDOW NOTES: I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AN6 WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN. 2. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE OF APPROVED IMPACT PROTECTIVE DEVICES (SHUTTERS). 3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS SPECIFIED IN THESE DRAWINGS. USE APPROPRIATE ANCHORAGE FROM TABLE ACCORDING TO SUBSTRATE TYPE. A MINIMUM CENITER-TO-CENTER SPACING OF 3" SHALL BE MAINTAINED BETWEEN ALL INSTALLATION FASTENERS IN ANY DIRECTION. 4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR MASONRY OPENINGS WITH WOOD BUCKS LESS THAN 1-1/2" THICK, EMBEDMENT" SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO MASONRY SUBSTRATE. WOOD BUCKS WITH MASONRY ARE OPTIONAL. 5. WOOD, METAL, OR MASONRY OPENINGS, BUCKS, AN'D BUCK FASTENERS, BY OTHERS, SHALL BE PROPERLY DESIGNED AND INSTALLED B`( OTHERS TO TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVED THESE LOADS SHALL BE VERIFIED BY TliE CONTRACTOR OR AUTHORITY HAVING JURISDICTION (AHJ). 6. IT IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED BY THE AHJ TO SELECT PLY GEM PRODUCTS TO MEET ALL APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS FOR EACH INSTALLATION. 7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16" EXIST BETWEEN OPENING AND FRAME. MAX. SHIM STACK IS 1/4". SHIMS SHALL BE LOAD-BEARING AND CAPABLE OF TRANSFERRING LOADS TO THE SUBSTRATE. 8. SEALING AND FLASHING STRATEGIES FOR OVERALL_ WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS USING ASTM E 2112 AND IS NOT ADDRESSED BY THIS DOCUMENT. 9. INSTALLED GLAZING SHALL COMPLY WITH ASTM EE 1300. 10. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS. 11. A WIND LOAD DURATION FACTOR CD = 1.6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS ONLY. 12. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS NATIONAL CERTIFIED TESTING LABORATORIES 110-15640-1, 110-15641-I, 110-15642-I, 110-15643-I, 110-15644-1 AND 110-15645-1. 13. DESIGNATION "0" IS FOR FIXED PANEL. 14. USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I - SEALANT SPECIFICATIONS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS. 15. USE A BACKER ROD ON ALL JOINTS >3/4" DEEP AIVD/OR WIDER THAN 1/4". FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8" DEEP. FL 16101.1 1 (NON -IMPACT) SIZE CHART OVERALL SIZE MAX. DESIGN PRESSURE UNIT TYPE MISSILE IMPACT RATING WIDTH HEIGHT 72-1/2" 60" +50/- 60 PSF TWIN NON -IMPACT 80-1/2" 71-15/16" +50/- 50 PSF 84-1/4' 77-1/8' +40/- 40 PSF 109" 60" +45/- 65 PSF TRIPLE 109-1/16" 74-1/16' +25/- 35 PSF 121-1/16" 77-1/16" +45/- 45 PSF TABLE OF CONTENTS SHEET SHEET DESCRIPTION EMBED. I NOTES & ANCHOR LAYOUTS 2 ELEVATIONS 3 ANCHOR SCHEDULE 4 VERTICAL SECTIONS 5 HORIZONTAL SECTIONS 6 COMPONENTS, BILL OF MATERIALS, & GLAZING DETAILS TABLE I: INSTALLATION FASTENERS TABLE Lucas Turner 2017-12-20 03:22+19:00 OFFICE COPY ID SUBSTRATE TYPE ANCHOR TYPE ��l. EMBED. MIN. EDGE 1— O N DISTANCE FIN INSTALLATION � Z 2X MIN. SPRUCE -PINE -FIR WOOD a o A (G=0.42} #g WOOD SCREW 1-1/2" 7/16" B 16 GAUGE (0.060") STEEL 36 KSI MIN. #10-16 SELF -DRILLING SCREW FULL, PLUS 3 OR U8" ALUM. 6063-T5 MIN. (TEKS/DRIL-FLEX/KWIK-FLEX) THREADS MIN. 7/16„ FRAME OR CLIP INSTALLATION c CONCRETE (2 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" HOLLOW OR GROUT -FILLED CMU D (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" 2X MIN. SOUTHERN PINE WOOD E (G=0.55) 3/16" ITW TAPCON 1-3/8" 7/8" F 2X MIN. SOUTHERN PINE WOOD (G=0.55) #10 WOOD SCREW I-3/8" 7/8" G 16 GAUGE (0.060") STEEL 36 KSI MIN. #10-16 SELF -DRILLING SCREW FULL, PLUS 3 Uj OR 1/8" ALUM. 6063-T5 MIN. (TEKS/DRIL-FLEX/KWIK-FLEX) THREADS MIN. 1/2" NOTE: ALL SCREWS AND TAPCONS SHALL HAVE MOD. TRUSS, PAN, OR HEX WASHER HEAD, 0.42" MIN. HEAD OR WASHER DIAMETER FOR FIN ANCHORS, 0.355" MIN. HEAD OR WASHER DIAMETER FOR FRAME ANCHORS. PI y GemWINDOWS° 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 N5 w ^- 0 C6 1— O N � Z a o N � m � O J 0 Z 0 H Uj J O J Q � J QO � U �z Q — Lu O z_W a 6 F- ~ _� O Z U 05 `n — w u' w CO 0 w � Z L LU 0 U) w 0 0 w a J Q I— Z N5 m QM -:Q 0 C6 J O N � Z 0 U 'lyctalreri , 0RE4 t r No Sa2al STATE CSP z 12/19/2017 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941 —380-1574 DWG #: PGW197 SHEET: I OF 6 8" 0. C., TYP. ONE ANCHOR 3/4" AND ONE ANCHOR 2-1/4" FROM INTEGRAL MULL MIDLINE, TYP. BOTH 4" FROM CORNER, TYP. TYPICAL ELEVATION 6" EACH SIDE 2" EACH SIDEOF MULL, TYP. OF MULL, TYP. 4" FROM 15" O.C., CORNER, TYP. �-r TYP. 1 16" 0. C., TYP. CLIP LOC. Al AS HEAD ANC FL 16101.1 TYPICAL ELEVATION FRAME INSTALLATION FIN INSTALLATION INSTALLATION /-ANCHOR, TYP. 6" EACH SIDE 2" EACH SIDE OF MULL, TYP. OF MULL, TYP. 4" FROM 15" O.C., CORNER, TYP. r i TYP. 6" FROM � � CORNER, TYP. 4" FROM CORNER, TYP. 91/00 11 INSTALLATION �j ANCHOR, TYP. `jl .0. NOTE: CLIP LOCATIONS MEASURED TO CENTER OF CLIP 3TALLATION ANCHOR AT CLIP, TYP. SILL ANCHOR LOC. SAME AS HEAD 0E TYPICAL ELEVATION CLIP INSTALLATION 16" O.C., TYP. t INSTALLATION ANCHOR AT CLIP, TYP. Ply Gem° WINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 W ^- a o p N m J O p z_ p W J J D Lu J = Q (n Z WW p O J 2 zZI a -a o E2 o U off Lo W uj — p W W O Z L o W U) p 0 w a J ~ O Q 1= z Lij LU N } Q� m Q m J Cn z J z U Z p N = to p U �ti;�tt�i�trr��r � � p�1ClRE 44v �tfti 4 yF No 58209 � L � y-, R pyu STATE OF LUQ Am �I 12/19/2017 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 DWG #: PGW197 SHEET: 3 OF 6 FOUR ANCHORS EACH END OF EACH MULL), THROUGH TINNERMAN NUTS (REQ'D AT MULL LOCATIONS ONLY) 4" FROM CORNER, TYP. IF8" O.C., TYP. %/ •0" .0. .0. AV 4" FROM CORNER, TYP. TYPICAL ELEVATION 6" EACH SIDE 2" EACH SIDEOF MULL, TYP. OF MULL, TYP. 4" FROM 15" O.C., CORNER, TYP. �-r TYP. 1 16" 0. C., TYP. CLIP LOC. Al AS HEAD ANC FL 16101.1 TYPICAL ELEVATION FRAME INSTALLATION FIN INSTALLATION INSTALLATION /-ANCHOR, TYP. 6" EACH SIDE 2" EACH SIDE OF MULL, TYP. OF MULL, TYP. 4" FROM 15" O.C., CORNER, TYP. r i TYP. 6" FROM � � CORNER, TYP. 4" FROM CORNER, TYP. 91/00 11 INSTALLATION �j ANCHOR, TYP. `jl .0. NOTE: CLIP LOCATIONS MEASURED TO CENTER OF CLIP 3TALLATION ANCHOR AT CLIP, TYP. SILL ANCHOR LOC. SAME AS HEAD 0E TYPICAL ELEVATION CLIP INSTALLATION 16" O.C., TYP. t INSTALLATION ANCHOR AT CLIP, TYP. Ply Gem° WINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 W ^- a o p N m J O p z_ p W J J D Lu J = Q (n Z WW p O J 2 zZI a -a o E2 o U off Lo W uj — p W W O Z L o W U) p 0 w a J ~ O Q 1= z Lij LU N } Q� m Q m J Cn z J z U Z p N = to p U �ti;�tt�i�trr��r � � p�1ClRE 44v �tfti 4 yF No 58209 � L � y-, R pyu STATE OF LUQ Am �I 12/19/2017 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 DWG #: PGW197 SHEET: 3 OF 6 SUBSTRATE BY OTHERS PERIMETER SILICONE CAULK • • • ... • SEE NOTES 14 & 15, SHEET I EXTERIOR MIgJ. EMBED. SEE TABLE I, SHEET INSTALLATION ANCHOR SEE TABLE I, SHEET I MIN. EDGE DIST. SEE TABLE I, SHEET I 1/4" MAX. SHIM SPACE SEE GLAZING DETAILS SHEET 6 INTERIOR g VERTICAL SECTION 4 HEAD BRICKMOULD FRAME - FIN INSTALLATION SEE GLAZING DETAILS SHEET 6 EXTERIOR / INTERIOR &---4 � _ 51 PERIMETER SILICONE CAULK SEE NOTES 14 & 15, SHEET I -. SUBSTRATE BY OTHERS MIN. EDGE DIST. _ SEE TABLE I, SHEET I A VERTICAL SECTION FL 16101.1 4 SILL BRICKMOULD FRAME - CLIP INSTALLATION 1/4" MAX. SHIM SPACE MIN. EMBED. SEE TABLE I, SHEET I INSTALLATION ANCHOR SEE TABLE I, SHEET MIN. EDGE DIST. SEE TABLE I, SHEET I SUBSTRATE BY OTHERS PERIMETER SILICONE CAULK SEE NOTES 14 & 15, SHEET I EXTERIOR INSTALLATION ANCHOR SEE TABLE I, SHEET I n 1/4" MAX. I I SHIM SPACE I � 3 INTERIOR SEE GLAZING DETAILS SHEET 6 C VERTICAL SECTION LI, HEAD BEVELED FRAME - FRAME INSTALLATION SEE GLAZING DETAILS SHEET 6 EXTERIOR / INTERIOR 3 � � 20 u AL----- J) IU 1/4" MAX. C�OOSHIM SPACE PERIMETER SILICONE CAULK SEE NOTES 14 & 15, SHEET SUBSTRATE • - BY OTHERS •-- MIN. EMBED. SEE TABLE I, SHEET I MIN. EDGE DIST. SEE TABLE I, SHEET I INSTALLATION ANCHOR SEE TABLE I, SHEET I MIN. EMBED. SEE TABLE I, SHEET p VERTICAL SECTION 4, SILL BEVELED FRAME - FIN INSTALLATION PlyGemWINDOWS° 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 Lu ^- 1- ' Q o � CV x � m � 0 0 z 0 w J J EN JZ 0 � F' CD uZ W J W N _ � Z J 1- m UCL FQ- o F- U d5 CD (n w w N I - Lu 0 z of 0 w w U o 0 ui a J ~ O Q � Z LU N } N Z J Z U Z O N x U) p U p RE <r, 'R No SB2C�1 y;��S s M _. STATE OF �i,,'IO V A� y I 12/19/2017 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 DWG *: PGW197 SHEET: / OF 6 MIN. EDGE DIST. SEE TABLE I, SHEET INSTALLATION ANCHOR SEE TABLE I, SHEET I SUBSTRATE BY OTHERS PERIMETER SILICONE CAULK SEE NOTES 14 & 15, SHEET I i - MIN. EDGE DIST. SEE TABLE I, SHEET INSTALLATION ANCHOR SEE TABLE I, SHEET I SUBSTRATE BY OTHERS PERIMETER SILICONE CAULK SEE NOTES 14 8. 15, SHEET FL 16101.1 MIN. EMBED. SEE TABLE I, SHEET 1/4" MAX. SHIM SPACE INTERIOR SEE GLAZING DETAILS SHEET 6 EXTERIOR E HORIZONTAL SECTION 5 JAMB BRIuZKMOULD FRAME - FRAME INSTALLATION MIN. EMBED SEE TABLE I, SHEET I 1/4" MAX. SHIM SPACE (6 I) 5/16" MIN. INTERIOR SEE GLAZING DETAILS SHEET 6 0 EXTERIOR G HIMIZONTAL SECTION JAMB BEVELED BEVELED FRAME - CLIP INSTALLATION MIN. EDGE DIST. SEE TABLE I, SHEET I INTERIOR 1/4" MAX. SHIM SPACE SEE GLAZING DETAILS SHEET 6 EXTERIOR F HORIZONTAL SECTION 5 JAMB BRICKMOULD FRAME - FIN INSTALLATION SE DETAILS SHEET 6 INTERIOR SUBSTRATE BY OTHERS INSTALLATION ANCHOR SEE TABLE I, SHEET I MIN. EMBED. SEE TABLE I, SHEET PERIMETER SILICONE CAULK SEE NOTES 14 & 15, SHEET I [—n i 1—rcivrx H HORIZONTAL SECTION 5 INTEGRAL MULLION TYPICAL ,0 �PlyGem° v _ WINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 O 0 z_ 0 Lu J J E � J Z a0 U (D W wU) I-- J z FQ— O Z O O Low U) = Lu x Lu N wl J H PH: 540-484-6348 FX: 540-484-6683 z— O Lu 1— m U cc rn Lu w o � 0 z 0 w 0 0 Q o a z Lj N5,1Q 06 m Q m J to Z J ZU Z o 04 _ U o v p,Nt��Ebi� G 'N ZING t' N. SS201 ' ^�-A • SHEET 6 Zi -PF, STATE OF i4f 10 S` �z' - 12/19/2017 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 DWG #: PGW197 SHEET: 5 OF 6 BILL �F MATERIALS ITEM NO. PART NO. DESCRIPTION Z J MATERIAL MANUFACTURER/NOTES O GLAZING DETAIL 2 BRICKMOULD FRAME FOR USE IN SINGLE HUNG PVC PLY GEM WINDOWS 2 - BEVELED FRAME PVC PLY GEM WINDOWS 3 - GLAZING BEAD PVC PLY GEM WINDOWS 4 - FRAME COVER PVC PLY GEM WINDOWS 5 - BRICKMOULD ANCHOR CLIP PVC PLY GEM WINDOWS 6 - BEVELED ANCHOR CLIP PVC PLY GEM WINDOWS 7 - BRICKMOULD SILL PVC PLY GEM WINDOWS 8 - BEVELED SILL PVC PLY GEM WINDOWS 9 - INTEGRAL MULLIC►N PVC PLY GEM WINDOWS 10 - MULLION REINFOF!CEMENT STEEL PLY GEM WINDOWS II - FIXED SILL PVC PLY GEM WINDOWS OBRICKMOULD ANCHOR CLIP PVC l � 3.135" 1 0.282" 1 0.065" 10 MULLION REINFORCEMENT STEEL 0.064" -F 3" L -JA 0.9" - 1 f - FL 16101.1 6 BEVELED ANCHOR CLIP PVC j �— 2.48" 1 0.282" - 0.065" II FIXED SILL PVC OBRICKMOULD SILL PVC 3.53" �{ 3.435" 0.065" 1 -t TYP. Imo- 3.26" 1.852"0.06" i-- hl: — OBRICKMOULD FRAME PVC 3.53" 3.687" o 0.065" TYP. OGLAZING BEAD PVC 0.728" OBEVELED SILL PVC 3.402" 3.56" NOTE: USE OF EITHER BRICKMOULD OR BEVELED FRAME TYPES IS QUALIFIED UNDER THIS APPROVAL TO THE SIZES AND PERFORMANCE LIMITS LISTED HEREIN. 1/2" MIN. TYP. GLASS BITE DOW 995 SILICONE CVTCI"fl/l� 7/8" O.A. INSULATED ANNEALED GLASS UNIT INTERIOR GLAZING DETAIL 1 FOR USE IN ANY LITE (FIXED OR SASH) 0.065" TYP. OBEVELED FRAME PVC 3 3.402" 0.065" TYP. OFRAME COVER PVC 2.006" 0.068" OINTEGRAL MULLION PVC 3.402" 5.124" - -►1 7/8" O.A. INSULATED ANNEALED EXTERIOR - GLASS UNIT 1/2" MIN. TYP. w GLASS BITE INTERIOR COMPRESSION Z J GLAZING TAPE Q O GLAZING DETAIL 2 2 FOR USE IN SINGLE HUNG Ia- FIXED LITES ONLY F{ Ply Gem° WINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 tiir�rrrrrr N. 58201 :4 � � k STATE CSF•` 4f OR+'+. r 6"� ......•r z� 12/19/2017 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 DWG #: PGW197 SHEET: 6 OF w m N Qco Z J U J Q O 2 U Z Ia- p N C/) w o r = Z m J O N p J z� p J W a J Z3F- �a J 2: w O U J Z O _ J W J Co H Cl U cc w ulZ W U) U) o w F- LU o U E2p z W W p p w a J z Q I- tiir�rrrrrr N. 58201 :4 � � k STATE CSF•` 4f OR+'+. r 6"� ......•r z� 12/19/2017 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 DWG #: PGW197 SHEET: 6 OF m Q m N Qco Z J z J Q ►- p N 2 U Z p U C/) tiir�rrrrrr N. 58201 :4 � � k STATE CSF•` 4f OR+'+. r 6"� ......•r z� 12/19/2017 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 DWG #: PGW197 SHEET: 6 OF PLY GEM WINDOWS SER/ES 1500 HORIZONTAL SLIDER WINDOW NOTES: I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE OUTSIDE THE HVH7, AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN. 2. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE OF APPROVED IMPACT PROTECTIVE DEVICES (SHUTTERS). 3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, �ND EDGE DISTANCE SHALL BE AS SPECIFIED IN THESE DRAWINGS. USE APPROPRIATE ANCHORAGE FROM TABLE I ACCORDING TO SUBSTRATE TYPE. A MINIMUM CENTER -TO -CENTER SPACING OF 3° SHALL BE MAINTAINED BETWEEN ALL INSTALLATION FASTENERS IN ANY DIRECTION. 4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR MASONRY OPENINGS WITH WOOD BUCKS -ESS THAN 1-1/2" THICK, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, LD INTO MASONRY SUBSTRATE. WOOD BUCKS WITH MASONRY ARE OPTIONAL. 5. WOOD, METAL, OR MASONRY OPENINGS, BUCK,(;, AND BUCK FASTENERS, BY OTHERS, SHALL BE PROPERLY DESIGNED AND INSTALLED BY OTHERS TO TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVED THESE LOADS SHALL BE VERIFIED �3Y THE CONTRACTOR OR AUTHORITY HAVING JURISDICTION (AHJ). 6. IT IS THE RESPONSIBILITY OF THE ARCHITECT" OR ENGINEER OF RECORD OR AS APPROVED BY THE AHJ TO SELECT PLY GEM PRODUCTS TO MEET ALL APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS FOR EACH INSTALLATION. 7. SHIMS ARE REQUIRED WHERE GAPS OF GREATI'ER THAN 1/I6" EXIST BETWEEN OPENING AND FRAME. MAX. SHIM STACK IS 1/4". SHIMS SHALL BE LOAD-BEARING AND CAPABLE OF TRANSFERRING LOADS TO THE ;'UBSTRATE. 8. SEALING AND FLASHING STRATEGIES FOR OV RALL WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THEE RESPONSIBILITY OF OTHERS USING ASTM E 2112 AND IS NOT ADDRESSED BY TFIIS DOCUMENT. 9. INSTALLED GLAZING SHALL COMPLY WITH AS"fM E 1300. 10. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTIOtJ WITH PRESSURE TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS. 11. A WIND LOAD DURATION FACTOR CD = 1.6 WA;i USED FOR THE ANALYSIS OF WOOD SCREWS ONLY. 12. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS NATIONAL CERTIFIED TESTING LABORATORIES 110-15627 THROUGH 15639-1, & 110-19358-1 13. DESIGNATION "X" IS FOR OPERABLE PANEL AND "0" IS FOR FIXED PANEL 14. USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I - SEALANT SPECIFICATIONS FOR USE WITH ARCFIITECTURAL FENESTRATION PRODUCTS. 15. USE A BACKER ROD ON ALL JOINTS >3/4" DEIi.P AND/OR WIDER THAN 1/4". FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8" DEEP. FL# 16102.1 SIZE CHART OVERALL SIZE PRODUCT RATING MAX. DESIGN PRESSURE CONFIGURATION WIDTH HEIGHT 71-15/16' 72" LC-PG25 +25/- 25 PSF XO OR OX 62-15/16" 48-1/16" LC-PG50 +50/- 60 PSF 72' 56-1/16" LC-PG30 +30/- 35 PSF 71-1/2" 35-1/2" LC-PG50 +50/- 50 PSF 108' 71-15/16" LC -PG 15 +15/- 15 PSF XOX (EVEN) 96-1/16' 72" LC-PG15 +15/- 15 PSF 84-1/16' 63" LC-PG30 +30/- 30 PSF 72-1/16' 55-15/16' LC-PG40 +40/- 45 PSF 63-1/16' 44" LC-PG45 +45/- 45 PSF 108-1/16' 71-15/16' LC-PG15 +15/- 15 PSF XOX 0/4 -Y4 96" 71-15/16" LC-PG25 +25/- 25 PSF 84-1/16" 62-15/16' LC-PG30 +30/- 35 PSF 72-1/16' 56' LC-PG45 +45/-45 PSF 62-15/16" 44-1/16' LC-PG50 +50/-50 PSF TABLE OF CONTENTS SHEET SHEET DESCRIPTION MIN. EMBED. I INSTALLATION a GENERAL NOTES 2 ELEVATIONS 3 ANCHOR LAYOUTS & GLAZING DETAIL 4 CROSS SECTIONS TABLE I: INSTALLATION FASTENERS TARLF "t7 Cp M ..O Lucas Turner 2018-07-11 14:47+19:00 ID I SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED. MIN. EDGE LU a N DISTANCE FIN INSTALLATION 2X MIN. SPRUCE -PINE -FIR WOOD p0� N A (G=0.42) #8 WOOD SCREW 1-1/2 7/16 B 16 GAUGE (0.060") STEEL 36 KSI MIN. #10-16 SELF -DRILLING SCREW FULL, PLUS 3 r U) OR 1/8" ALUM. 6063-T5 MIN. (TEKS/DRIL-FLEX/KWIK-FLEX THREADS MIN. 7/16" FRAME OR CLIP INSTALLATION C [CONCRETE (2 KSI MIN.) 3/16" ITW TAPCON 1-1/2" HOLLOW OR GROUT -FILLED CMU w D (117 PCF MIN.) " 3/16ITW TAPCON I" 2„ 2X MIN. SOUTHERN PINE WOOD E (G=0.55) 3/16 ITW TAPCON 1-3/8" 7/8" F 2X MIN. SOUTHERN PINE WOOD a (D F- a (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" G 16 GAUGE (0.060") STEEL 36 KSI MIN. #10-16 SELF -DRILLING SCREW FULL, PLUS 3 oa N Z OR 1/8" ALUM. 6063-T5 MIN. (TEKS/DRIL-FLEX/KWIK-FLEX) THREADS MIN. I/2 Nll It: ALL S&HLWS AND TAPCONS SHALL HAVE MOD. TRUSS, PAN, OR HEX WASHER HEAD, 0.42" MIN. HEAD OR WASHER DIAMETER FOR FIN ANCHORS, 0.355" MIN. HEAD OR WASHER DIAMETER FOR FRAME ANCHORS. §h Ply Gem° WINDOWS 433 N. MAIN ST., PO BOX 559 ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 I� w : CJt' STATE OF: UY .`' s "-,ION 07/11/2018 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 2428 OLD NATCHEZ TRC. TRL., CAMDEN, TN 38320 PH. 941-380-1574 DWG #: PGW185 SHEET: ( OF LU a N O CO p0� N r` O O O r U) = 2 p Z m J J j J w 0 � o Uj z p J J � � � J w O N 3 a (D F- a o z z EL m oa N Z U > W — Z F o W X Lu cej O 2 p U m m a o C. J Z O LL ~ o N Z cc z — W _O ~ 0 w U) w w o IW- o w IL LL) Z o W U = p o w Q L0 p IL J Q ~ o Z a m u N i - m a m Lij a Z J Y J� a I- p N = U Z p U � I� w : CJt' STATE OF: UY .`' s "-,ION 07/11/2018 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 2428 OLD NATCHEZ TRC. TRL., CAMDEN, TN 38320 PH. 941-380-1574 DWG #: PGW185 SHEET: ( OF UNIT MAX. HEIGHT SEE SIZE CHART, SHEET I FL# 16102.1 UNIT MAX. WIDTH _ SEE SIZE CHART, SHEET I A 4 TYPICAL ELEVATION OX/XO UNIT UNIT MAX. HEIGHT SEE SIZE CHART, SHEET I UNIT MAX. HEIGHT SEE SIZE CHART, SHEET I UNIT MAX. WIDTH SEE SIZE CHART, SHEET 1 B 4 UNIT MAX. WIDTH SEE SIZE CHART, SHEET I B 4 A 4 TYPICAL ELEVATION XOX UNIT (Y4 -%z%4) A 4 TYPICAL ELEVATION XOX UNIT (EVEN) NOTE: MAXIMUM %4 %-%4 UNIT FIXED D.L.O. WIDTH IS LIMITED TO 52-3/16". 004PIlyGemWIND 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 W /A// o� o0 - nyn 110 D 4 n 1l 6 Q O, N �� O — A 4 TYPICAL ELEVATION XOX UNIT (Y4 -%z%4) A 4 TYPICAL ELEVATION XOX UNIT (EVEN) NOTE: MAXIMUM %4 %-%4 UNIT FIXED D.L.O. WIDTH IS LIMITED TO 52-3/16". 004PIlyGemWIND 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 W .p o� o0 - n" n 4 11011 011�11 6 Q O, N �� O — A 4 TYPICAL ELEVATION XOX UNIT (Y4 -%z%4) A 4 TYPICAL ELEVATION XOX UNIT (EVEN) NOTE: MAXIMUM %4 %-%4 UNIT FIXED D.L.O. WIDTH IS LIMITED TO 52-3/16". 004PIlyGemWIND 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 a M m a m J N Q N 0 U Z r* oREW ext lo No 58201 o k {+ N da` a �SiATE [?F `: to i'NfNNM- ,e4� ;�7— 07/11/2018 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 2428 OLD NATCHEZ TRC. TRL., CAMDEN, TN 38320 PH. 941-380-1574 DWG #: PGW185 SHEET: 2 OF W .p ^ o0 - 6 Q O, N O — O O Z m J E 3 W J °D U) J Z O C/) 3 a F- p o Z N O O EL — N o0 N_ H VZ N X fY Q O W W Q co U Lu J m o w m LL ~ n O _O off o _Lo N O_ to w N > W W H w W x Q O a x W Z o W cn = Q o w a Lo Q LiiJ Q M H Z a m U a M m a m J N Q N 0 U Z r* oREW ext lo No 58201 o k {+ N da` a �SiATE [?F `: to i'NfNNM- ,e4� ;�7— 07/11/2018 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 2428 OLD NATCHEZ TRC. TRL., CAMDEN, TN 38320 PH. 941-380-1574 DWG #: PGW185 SHEET: 2 OF MIN. EDGE DIST. SEE TABLE I, SHEET I PERIMETER SILICONE CAULK SEE NOTES 14 & 15, SHEET I EXTERIOR —INSTALLATION ANCHOR SEE TABLE I, SHEET I MIN. EDGE DIST. SUBSTRATE SEE TABLE I, SHEET I BY OTHERS SUBSTRATE BY OTHERS INTERIOR 1/4" MAX. SHIM SPACE INSTALLATION ANCHOR MIN. EMBED. SEE TABLE I, SHEET I SEE TABLE I, SHEET 0 MIN. EMBED. I/4" MAX. \ / SEE TABLE I, SHEET I _ � SHIM SPACE SEE GLAZING DETAILS SHEET 5 SCREEN _ _OPT. INTERIOR EXTERIOR SEE GLAZING PERIMETER SILICONE CAULK DETAILS SHEET 5 SEE NOTES 14 & 15, SHEET B VERTICAL SECTION 4 HEAD SHOWN - JAMB SIMILAR BEVELED FRAME - FRAME INSTALLATION EXTERIOR / �\ INTERIOR SEE GLAZING DETAILS SHEET 5 PERIMETER SILICONE CAULK SEE NOTES 14 & 15, SHEET I SUBSTRATE BY OTHERS INSTALLATION ANCHOR SEE TABLE I, SHEET I FL# 16102.1 r."SIMM-11 - 5/16" MIN, 1/4" MAX. SHIM SPACE MIN. EMBED. SEE TABLE I, SHEET MIN. EDGE DIST. SEE: TABLE I, SHEET A VERTICAL SECTION 4 SILL SHOWN - HEAD/JAMB SIMILAR BRICKMOULD FRAME - CLIP INSTALLATION tC HORIZONTAL SECTION 4 JAMB SHOWN - HEAD/SILL SIMILAR BRICKMOULD FRAME - FIN INSTALLATION INTERIOR SEE GLAZING -DETAILS SHEET 3 EXTERIOR SEE GLAZING --,,,/ DETAILS SHEET 3 p HORIZONTAL SECTION 4 MEETING STILE TYPICAL AA Ply Gem 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 Lu io I— N6 `o p O. N Co — O O } U _ Z in J J E 3 tr Q ,o J co N z N J O Q o O o 0 Z N m N_ w U W — Z N W J co O p U m 0 z in 0 O O W ~ o cc L v' o en W U) w 1— H w w o o E w Z o W =10 Lu U) Q Lo n L a M TZ z a m z N ::�: } Q'i m Q m J to Z J Y U Z p N 3: = N p U y4�*0011r►rrrrr# r * No 58201 '» - STATE OF . U .,C 07/11/2018 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 2428 OLD NATCHEZ TRC. TRL., CAMDEN, TN 38320 PH. 941-380-1574 DWG #: PGW185 SHEET: 4 OF PLY GEM WINDOWS SERIES 1500 SINGLE HUNG WINDOW NOTES: I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN. 2. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE OF APPROVED IMPACT PROTECTIVE DEVICES (SiiHUTTERS). 3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS SPECIFIED IN THESE DRAWINGS. USE APPROPRIATE ANCHORAGE FROM TABLE ACCORDING TO SUBSTRATE TYPE. A MINIMUM CE14TER-TO-CENTER SPACING OF 3" SHALL BE MAINTAINED BETWEEN ALL INSTALLATION FASTENERS IN ANY DIRECTION. 4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR MASONRY OPENINGS WITH WOOD BUCKS LESS THAN 1-1/2" THICK, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, AND IRITO MASONRY SUBSTRATE. WOOD BUCKS WITH MASONRY ARE OPTIONAL. 5. WOOD, METAL, OR MASONRY OPENINGS, BUCKS, AIJD BUCK FASTENERS, BY OTHERS, SHALL BE PROPERLY DESIGNED AND INSTALLED BY OTHERS TO TRANSFER SUPERIMPOSED LOADS TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO RECEIVED THESE LOADS SHALL BE VERIFIED BY THE CONTRACTOR OR AUTHORITY HAVING JURISDICTION (AHJ). 6. IT IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD OR AS APPROVED BY THE AHJ TO SELECT PLY GEM PRODUCTS TO MEET ALL APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS FOR EACH INSTALLATION. 7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16" EXIST BETWEEN OPENING AND FRAME. MAX. SHIM STACK IS 1/4". SHIMCi SHALL BE LOAD-BEARING AND CAPABLE OF TRANSFERRING LOADS TO THE SUBS"f RATE. 8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS USING ASTM E 2112 AND IS NOT ADDRESSED BY THIS DOCUMENT. 9. INSTALLED GLAZING SHALL COMPLY WITH ASTM F= 1300. 10. ALL FASTENERS PENETRATING INTO PRESSURE TRI':ATED WOOD SHALL BE CAPABLE OF PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS. ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS. 11. A WIND LOAD DURATION FACTOR CD = 1.6 WAS USED FOR THE ANALYSIS OF WOOD SCREWS ONLY. 12. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS NATIONAL CERTIFIED TESTING LABORATORIES 110-15596-1 iik -2, 110-15597-I, 110-15598-1, 110-15599-1 81 -2, 110-15600-1, 110-1601-1, 110-15602-1, 110-15605-1, 110-16027-1, 110-16028-1, 110-16245-1, 110-19262-1, 110 -1934f1 -I THRu -5, 110-19792-1, 110-20228-1 & 110-20318-1. 13. DESIGNATION "X" IS FOR OPERABLE PANEL AND "O" IS FOR FIXED PANEL. 14. USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I - SEALANT SPECIFICATIONS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS. 15. USE A BACKER ROD ON ALL JOINTS >3/4" DEEP AND/OR WIDER THAN 1/4". FINISHED CAULK JOINT SHOULD BE A MINIMUM OF 3/8" DEEP. FI I610.1 1 SIZE CHART OVERALL SIZE PRODUCT RATING MAX. DESIGN PRESSURE GLAZING TYPE / CONFIG, WIDTH HEIGHT 52-1/8' 62' LC-PG50 +50/-50 PSF TYPE GI EVEN SASH 53" 77-1/8" LC-PG40 +40/-40 PSF 35-15/16" 84' LC-PG50 +50/-50 PSF TYPE GI OR G2 / EVEN SASH 40' 72" LC-PG50 +50/-50 PSF 48" 72" LC-PG50 +50/-50 PSF 44" 77-1/8' LC-PG40 +40/-40 PSF 35-15/16" 73 15/16" LC-PG35 +35/-35 PSF 35-15/16" 73 15/16' LC-PG50 +50/-50 PSF 35-1/2" 61-1/2" LC-PG50 +55/-55 PSF 47-1/2" 59-1/2' LC-PG50 +50/-50 PSF 48-1/16' 95-15/16' LC-PG30 +30/-35 PSF TYPE GI OR G2 / ORIEL SASH 48-1/16' 95-15/16' LC-PG25 +25/-30 PSF 35-1/2" 77' LC-PG35 +35/-35 PSF 35-1/2' 77" LC-PG50 +50/-50 PSF 44-1/16' 77-1/8" LC-PG40 +40/-40 PSF TYPE G2 / EVEN SASH 36-1/16" 74-1/16' LC-PG50 +50/-50 PSF 35-7/16" 73-1/2" LC-PG35 +35/-35 PSF 35-15/16' 61 15/16" LC-PG35 +35/-35 PSF TYPE G3 / EVEN SASH 35-1/2" 73-1/2' LC-PG30 +30/-30 PSF 40-1/16' 72" LC-PG25 +35/-35 PSF 43-15/16' 77-1/8' LC-PG25 +25/-25 PSF 53' 77-1/8" LC-PG50 +50/-50 PSF TYPE G4 / EVEN SASH TABLE I: INSTALLATION FASTENERS TARI F TABLE OF CONTENTS SHEET SHEET DESCRIPTION I INSTALLATION & GENERAL NOTES 2 ELEVATIONS & ANCHOR SCHEDULE 3 VERTICAL SECTIONS 4 HORIZONTAL SECTIONS 5 GLAZING DETAILS Lucas Turner 2018-10-23 15:47+19:00 IDi SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED. MIN. EDGE w le Q L- Z o O DISTANCE FIN INSTALLATION O 2X MIN. SPRUCE -PINE -FIR WOOD Q A (G=0.42) #8 WOOD SCREW I -I/2" 7/16" B 16 GAUGE (0.060") STEEL 36 KSI MIN. #10-16 SELF -DRILLING SCREW FULL, PLUS 3 - OR 1/8" ALUM. 6063-T5 MIN.7/16" (TEKS/DRIL-FLEX/K WIK-FLEX) THREADS MIN. y. FRAME OR CLIP INSTALLATION C CONCRETE (2 KSI MIN.) 3/16" ITW TAPCON 1-1/2" HOLLOW OR GROUT -FILLED CMU J D (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" ?X MIN. SOUTHERN PINE WOOD E %G =0.55) 3/16" ITW TAPCON 1-3/8" 7/8" F CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1-3/4" 1-1/8" G HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" H 2X MIN. SOUTHERN PINE WOOD (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" 1 16 GAUGE (0.060") STEEL 36 KSI MIN. #10-16 SELF -DRILLING SCREW FULL, PLUS 3 OR 1/8" ALUM. 6063-T5 MIN. (TEKS/DRIL-FLEX/KWIK-FLEX) THREADS MIN. 1/2" IVU I E: ALL Jl.Kt1NJ ANU I AFUUNS SHALL HAVE MOD. TRUSS, PAN, OR HEX WASHER HEAD, 0.42" MIN. HEAD OR WASHER DIAMETER FOR FIN ANCHORS, 0.355" MIN. HEAD OR WASHER DIAMETER FOR FRAME ANCHORS. &Ply Gem° WINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 In w F_ o 0 z 0 J z_a z LU Z �z x Q W p J _ C7 Q Z J U) J C,, oU) In z - N w w U) L- PH: 540-484-6348 FX: 540-484-6683 Z O U U) W 0 z 0 w 0 Z Co Co n Of 10 w - C 3 LU Q o 0 In co ::) Z w LIJ a mr 1- o a V, O I- z r� `.5 a U (n J W LU I-- F- w 0 x CL Z a U W w ~ o w a N EL a N :j L- O a J 0 X_ U Z a U-1 E a LL 0 W L- a 0 tL D 129m ©� r2 f/j in J N Q CO w le Q L- Z o O Q ~ O Q N O — Q N to r- O - o 0 - y. x x x x in J J J Z O U U) W 0 z 0 w 0 Z Co Co n Of 10 w - C 3 LU Q o 0 In co ::) Z w LIJ a mr 1- o a V, O I- z r� `.5 a U (n J W LU I-- F- w 0 x CL Z a U W w ~ o w a N EL a N :j L- O a J 0 X_ U Z a U-1 E a LL 0 W L- a 0 tL D 129m ©� r2 f/j in J N Q CO 15':Imr z U) le Q L- Z o O Q U N ,qty ii l i rllr �#�, No 58201 '13 %.`�� ;. �S TATE OF fOlf?' /0NA1",� y1A�t1111 10/23/2018 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 2428 OLD NATCHEZ TRACE TRAIL, CAMDEN, TN 38320 PH. 941-380-1574 DWG #: PGW181 SHEET: I OF 5 I_ PE w 0 v=i 4 W � X Q a= � U W _ N Z N W W cn If 4" FROM CORNER, TYP. I NSTALLATI ON_/ ANCHOR, TYP. UNIT MAX. WIDTH SEE SIZE CHART, SHEET B C 3 3 11511030 TYPICAL ELEVATION EVEN SASH 8-1/2" O.C., TYP Lu ~ p 11011 I 3 TYP. SIDE OF w INSTALLATION ANCHOR, TYP. MTG. RAIL 11yu w CENTER, co TYP. 11511030 TYPICAL ELEVATION EVEN SASH 8-1/2" O.C., TYP ANCHOR LAYOUT FIN INSTALLATION TABLE I, SHEET I FL 16103.1 FASTENER ID "A" & "B" ONLY PFH 4 4 4" FROM CORNER, TYP, 8-1/2" O.C., TYP. G 4 I- E Lu _ = 4 C7 InIV w 2 af X Q a= � U �w N zN �w W N UNIT MAX. WIDTH SEE SIZE CHART, SHEET I B C 3 3 Lu ~ p 11011 TYP. SIDE OF w INSTALLATION ANCHOR, TYP. MTG. RAIL Rix 11 w CENTER, co TYP. ANCHOR LAYOUT FIN INSTALLATION TABLE I, SHEET I FL 16103.1 FASTENER ID "A" & "B" ONLY PFH 4 4 4" FROM CORNER, TYP, 8-1/2" O.C., TYP. G 4 I- E Lu _ = 4 C7 InIV w 2 af X Q a= � U �w N zN �w W N UNIT MAX. WIDTH SEE SIZE CHART, SHEET I B C 3 3 E' ml- TA - mil 4hOWl=--ALOW--i PF 4 12" Q.C., TYP. Lu ~ p 11011 TYP. SIDE OF w INSTALLATION ANCHOR, TYP. MTG. RAIL IIx II �o w CENTER, co TYP. E' ml- TA - mil 4hOWl=--ALOW--i PF 4 12" Q.C., TYP. I 15" O.C., TYP. I1 r-1 r-1 r1 6" FROM CORNER, TYP. EXTRA ANCHORS (MARKED W/ 'X') REQUIRED FOR ALL WINDOW WIDTHS OVER 44-1/16" l 1 4" FROM EXTRA ANCHOR LOC. TO NEAREST STANDARD LOC., TYP. u uLJ 6" FROM INSTALLATION CORNER, TYP. ANCHOR AT CLIP, TYP. ANCHOR LAYOUT NOTE: CLIP INSTALLATION MAXIMUM ORIEL UNIT FIXED D.L.O. HEIGHT IS LIMITED TO 50-7/8". TYPICAL ELEVATION ORIEL SASH 6" FROM 15 CORNER, TYP. O.C., 6" FROM TYP. CORNER, TYP. 12" O.C., Lu ~ p 2" EACH TYP. SIDE OF w INSTALLATION ANCHOR, TYP. MTG. RAIL INSTALLATION ANCHOR, TYP. w CENTER, co TYP. [ I 15" O.C., TYP. I1 r-1 r-1 r1 6" FROM CORNER, TYP. EXTRA ANCHORS (MARKED W/ 'X') REQUIRED FOR ALL WINDOW WIDTHS OVER 44-1/16" l 1 4" FROM EXTRA ANCHOR LOC. TO NEAREST STANDARD LOC., TYP. u uLJ 6" FROM INSTALLATION CORNER, TYP. ANCHOR AT CLIP, TYP. ANCHOR LAYOUT NOTE: CLIP INSTALLATION MAXIMUM ORIEL UNIT FIXED D.L.O. HEIGHT IS LIMITED TO 50-7/8". TYPICAL ELEVATION ORIEL SASH 6" FROM 15 CORNER, TYP. O.C., 6" FROM TYP. CORNER, TYP. 12" O.C., Lu ~ p 1'- 00 O N — TYP. Oo N O 1� 0 w INSTALLATION ANCHOR, TYP. 11011 INSTALLATION ANCHOR, TYP. w m co J 4" FROM U Z IIX II EXTRA ANCHOR LOC. TO U J m _ NEAREST EXTRA ANCHORS STANDARD LOC., (CIRCLED LOCATIONS) T TYP. REQUIRED FOR ALL T WINDOW WIDTHS 4" O.C. OVER 44-1/16" ANCHOR LAYOUT FRAME INSTALLATION TABLE I, SHEET I FASTENER ID 'C" -"D" -"E" -"H" -"I" EXCEPT "F" 8, "G" 6" FROM 15" CORNER, TYP. O.C., TYP. 12" O.C., TYP. INSTALLATION_/ ANCHOR, TYP. ANCHOR LAYOUT FRAME INSTALLATION TABLE I, SHEET I FASTENER ID "F" 8, "G" ONLY 6" FROM CORNER, TYP INSTALLATION ANCHOR, TYP. 6" FROM CORNER, TYP Ply Gem - WINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 co r - C) x f J F- Lu ~ p 1'- 00 O N — !2 O, N I0 0 Oo N O 1� 0 w IL Lr W m N w m co J J U Z 00, M U J m O w Z U n �Ir w 7 0= Z a 3 Z1= O w EL a--: wa cc ER = z J LD 0 - N Lu a- a6 Z h 0 pJp F- o ~ Z O>O CD J W N o Lo ? -j W cn W w O W IL Z Q p W W U) p W U Q O p W N a W Q w :3 J co r - C) x f J F- Z U o w IL Lr W m N m J N co cn E = U Z 00, p U N No 58201 ., a !STATE OF ■� 41i f�■'i 'r 'r4spF1110% '� 10/23/2018 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 2428 OLD NATCHEZ TRACE TRAIL, CAMDEN, TN 38320 PH. 941-380-1574 DWG #: PGW181 SHEET: 2 OF 5 SUBSTRATE BY OTHERS SILICONE CAULK SEE NOTES 14 & 15, SHEET I _ MIN. IMBED. SEE 1�ABLE I, SHEET MIN. EDGE DIST. SEE TABLE I, SHEET I INSTALLATION ANCHOR SEE TABLE I, SHEET MIN. EDGE DIST. SEE TABLE I, SHEET I • . . .. . SILICONE CAULK ......... SEE NOTES 14 & 15, SHEET I 1/4" MAX. SHIM SPACE / SEE GLAZING LDETAIL', SHEET 5 GLAZING — DETAILS SHEET 5 EXTERIOR INTERIOR � 0 O g VERTICAL SECTION 3 HEAD BRICKMOULD FRAME - FIN INSTALLATION SEE GLAZING DETAILS SHEET 5 SEE GLAZING DETAILS SHEET 5 QI v I zl EXTERIORa / N \ INTERIOR wl � dil 5/16" MIN. � O SILICONE CAULK 0 �� SEE NOTES 14 & 15, Q SHEET I SUBSTRATE BY OTHERS MIN. EDGE DIST. SEE TABLE I, SHEET I T A VERTICAL SECTIC'IN FL 16103.1 3 SILL BRICKMOULD FRAME - CLIP INSTALLATION INSTALLATION ANCHOR SEE TABLE I, SHEET I SUBSTRATE BY OTHERS MIN. EMBED. SEE TABLE I, SHEET I 1/4" MAX. SHIM SPACE O GLAZING DETAILS SHEET 5 EXTERIOR II II INTERIOR iC VERTICAL SECTION 3 HEAD BEVELED FRAME - FRAME INSTALLATION ' I SEE GLAZING _DETAILS SHEET 5 I VERTICAL SECTION EXTERIOR I INTERIOR 3 MEETING RAIL TYPICAL I I I \ / I 1/4" MAX. SHIM SPACE f MIN. EMBED. SEE TABLE I, SHEET I INSTALLATION ANCHOR SEE TABLE I, SHEET I U MAX. SHIM MIN. EDGE DIST �❑ SHIM SPACE SEE TABLE I, SHEET I SILICONE CAULK .... ...... SEE NOTES 14 & 15, SHEET I . • - - SUBSTRATE•----- -- BY OTHERS INSTALLATION ANCHOR SEE TABLE I, SHEET MIN. EMBED. SEE TABLE I, SHEET p VERTICAL SECTION 3 SILL BEVELED FRAME - FIN INSTALLATION Ply ° Gem 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 Z U Q w tL L} r W m (/3 m22 J m o 0� 3: = (-)z Q U N No S$201 •'L�;� 13 STATE OF :AI o Ft i �f �,,,,ON Ml 10/23/2018 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 2428 OLD NATCHEZ TRACE TRAIL, CAMDEN, TN 38320 PH. 941 —380-1574 DWG #: PGW181 SHEET: 3 OF 5 w 22 !2 a O O, N - Q N - I.) O O O } m = 2 E 2 2 J j J J J 0 co Q z 3 L� Lu o ZO w 3 z F- t- F- o 0 Lu cn CL F = z Q w J Q - ds O Q LLJ Ljj (L Nw z0 a F. z o z a C> N N a o Uw w > w Lu a LL U) w w o - W Q a o w z Q a L)uj Lu H] a to w Q Na a w J a � > Z U Q w tL L} r W m (/3 m22 J m o 0� 3: = (-)z Q U N No S$201 •'L�;� 13 STATE OF :AI o Ft i �f �,,,,ON Ml 10/23/2018 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 2428 OLD NATCHEZ TRACE TRAIL, CAMDEN, TN 38320 PH. 941 —380-1574 DWG #: PGW181 SHEET: 3 OF 5 MIN. EMBED. MIN. EDGE DIST. SEE TABLE I, SHEET 1 I/4" MAX. � SEE TABLE I, SHEET I � PlyGem- SHIM SPACE I/4" MAX. SUBSTRATE WINDOWS SHIM ;SPACE BY OTHERS INTERIOR INTERIOR INSTALLATION ANCHOR 433 N. MAIN ST., PO BOX 559, MIN. EDGE DIST. SEE TABLE 1, SHEET I ROCKY MOUNT, VA 24151 SEE TABLE I, SHEET I MIN. EMBED. PH: 540-484-6348 Q / 1 540-484-6683 SEE GLAZING 1Ao SEE TABLE 1, SHEET I DETAILS SHEET 5 ( L- 22 �- 00 Lu - - - a o N o SUBSTRATE p c�i o a o BY OTHERS J _j J J o m ( SEE GLAZING INSTALLATION ANCHOR / DETAILS SHEET 5 0 SEE TABLE I, SHEET 1 z o 10 O \ / � (n w co rL ('zo z0 w zf H o O EXTERIOR EXTERIOR = w � o a wN x = Z J SILICONE CAULK J Q N - w 0 SILICONE CAULK E HORIZONTAL SECTION F HORIZONTAL SECTION SEE NOTES 14 & 15, SHEET I _Z o o m >- c U) N z Q o Q SEE NOTES 14 & 15, SHEET 1 4 JAMB q, JAMB o 0 O � N w BRICKMOULD FRAME - FRAME INSTALLATION BRICKMOULD FRAME - FIN INSTALLATION � c w Q UA W H w � w of O a af z Q o w Un W U ~ Q p N p MIN. EEMBED.W Q toJ SEE TABLE 1, SHEET I 1 Z v- w I/4" MAX. MIN. EMBED. SEE TABLE I, SHEET I '� } } w SHIM :PACE I/4" MAX. w m N m J SHIM SPACE o tO _ z p U N MIN. EDGE DIST. 5/16" MIN. INTERIOR INTERIOR SUBSTRATE SEE TABLE I, SHEET I BY OTHERS t�itII«#r'l INSTALLATION ANCHOR 4'``il4 EN j' .�Q,J'+j SEE TABLE I, SHEET I•'"• i -- Z No 58201 � INSTALLATION ANCHOR o SEE GLAZING / o \ SEE TABLE I, SHEET I7 DETAILS SHEET 5 STATE OF \ MIN. EDGE DIST. O`'`*4 � � � � SEE TABLE I, SHEET I iflr��+�1�JA yt�*%� - SUBSTRATE ( SEE GLAZING BY OTHERS DETAILS SHEET 5 18 0 o LUCAS A.0/23/201TURNER, P.E. FL PE # 58201 EXTERIOR EXTERIOR TURNER ENGINEERING & SILICONE CAULK CONSULTING, INC. SILICONE CAULK SEE NOTES 14 & 15, SHEET 1 2428 (OLD NATCHEZ T SEE NOTES 14 & 15, SHEET I RACE G HORIZONTAL SECTION TRAIL, CAMDEN, TN 38320 H HORIZONTAL SECTION PH. 941-380-1574 DWG #: JAMB 4 JAMB FL 16103.1 P G W 181 BEVEIiLED FRAME -CLIP INSTALLATION BEVELED FRAME -FRAME INSTALLATION SHEET: 4 OF 5 1/2" MIN. TYP. GLASS BITE DOW 1199 SILICONE 1/2" MIN. TYP. GLASS BITE COMPRESSION GLAZING TAPE 1=I If%In1x I 7/8" O.A. INSULATED ANNEALED GLASS UNIT EXTERIOR — — i �] �" INTERIOR GLAZINC,i� DETAIL 1 13/16" O.A. INSULATED ANNEALED GLASS UNIT EXTERIOR 1-1" INTERIOR GLAZING DIETAIL 3 APPLICABLE TO FIXI_D LITE ONLY FOR SASH SEE GLAZ:ING DETAIL I 1/2" MIN. TYP. GLASS BITE PXTPPWID 7/8" O.A. INSULATED ANNEALED GLASS UNIT 1 TWO-SIDED GLAZING TAPE 1/2" MIN. TYP. GLASS BITE DOW 995 SILICONE OR PURFECT GLAZE IPITPPIOD GLAZING DETAIL 2 APPLICABLE TO FIXED LITE ONLY FOR SASH SEE GLAZING DETAIL I 7/8" O.A. INSULATED ANNEALED GLASS UNIT EXTERIOR � U 1/" INTERIOR GLAZING DETAIL 4 kt Ply Gem - WINDOWS 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 (D(n za =w D W J U N zQ � J c� O O u') U) W x Lu N WI J I— PH: 540-484-6348 FX: 540-484-6683 zIuI0IWIU- W �2 } m N M J N a°O W — Q Q U a0 O� N Q O N O LuL z CL o o m w F_ J a J J zIuI0IWIU- W �2 } m N M J N a°O z� a� Z Q Q U U 3 0 LuL z CL o o w F_ a o >_ IL d Q m J _ Z U — ty U) WLu a- ds O Q _j F- m o Z Z Q O O w to _j W Q > Lu 1-LLJ- W ce O0 z a o w F- U-1 G O LU d N a Q V3 =) D zIuI0IWIU- W �2 } m N r m J N a°O z� a� Z Q Q U U 4t ENS*-.`��' N. 58201 rT�»» STATE OF 4U ;�z 10/23/2018 LUCAS A. TURNER, P.E. FL PE # 58201 TURNER ENGINEERING & CONSULTING, INC. (COA # 29779) 2428 OLD NATCHEZ TRACE TRAIL, CAMDEN, TN 38320 PH. 941-380-1574 DWG #: PGW181 SHEET: 5 OF 5 CONTRACT NOTE: CONTRACT AND SPECIFICATIONS OVER THESE DRAWINGS, ANY CONFLICT WILL DEFAULT TO SAID DOCUMENTS, N WATER: JEA SEWER: JEA ELECTRIC: ]EA FLOOD ZONE: "X" FLOOD MAP: 12031C04071 DATED 11/02/2018 YEAR BUILT: 1972 LE6AL DESCRIPTION: R/E #: 172020-0194 SELYA MARINA, UNIT 10 LOT 18, BLOCK 10 34-51 09-25-29E �- PUBLIC WORKS (Vf'APPROVED { } DENIED I { } NOT APPLICABLE TO DEPT APPROVED BUILDING HEIGHT WILL NOT EXCEED 35 FEET PER ZONING O 2211� 120-5 S12 �® IF7 i ,J L — — — — 20'REAR BRL 7 5 l8° 03' 10" E 120.00' (R) if 9 un e V/ L v) W L L O +' cn a, O PROPOSED SITE CALCULATIONS: W o o a° o LAND AREA: 0.436 ACRES= 1 q,Og3.80 5.F. Eoc�� TOTAL HOME COVERAGE: 4,060.18 5. F. ° L 3 PADS COVERAGE: 1 q.8q 5.F. O Uco :AC = Q CONCRETE PATIO: 52.08 S.F. N 'o Z p C u ° = L FRONT 51DENALK: 241.5q 5.F. L N J U 0 o � D o DRIVENAY: 1,814.37 5.F. WL °' �' � L 5TEP5:10.86 5.F. v BRICK COLUMNS: 1.96 S.F. o a ,m co o Q a, EQUIPMENT PADS: 16.00 S.F. :3c y U a_0 o FUTURE POOL & PAVE R5: 1,066.11 5. F. o @ 4 � z TOTAL TOTAL IMPERVIOUS: 71411.06 5.F. V) CP O 0) fo= E Q -� TOTAL IMPERVIOUS: 38.81% .� c: -c0 a .-- O Q n C � O L 4., — E 10 U c,_, O > v`ni v 0 c w E o (f) p m o a L a, a, 0 4- a) = c 142 o a U '' J 4 m a) J � `• : a, EO u o c 0 c > NINO DESIGN CRITERIA: Z o L o m L m' � 0 E ° NINO SPEED: 130 MPH ��0C m .Q ��30un EXPOSURE CATEGORY: a fo ° 2,� BUILDING TYPE: ENCLOSED 0 w a ® BUILDING CATEGORY: II I > C� c� ot IMPORTANCE FACTOR: 1.0 0 _ o a, TOPOGRAPHY: FLAT Z .3 MEAN ROOF HEIGHT: -25 FT Ln O U Z .pd n L -u BUILDING CODE: 2017 FBG -R a, .r- L wa o' J 'o O O w o 3: -0 > O^ p O o V) �. w w m J T OL O >H Q1 v) 'p + 3 vi c c c6 o o -ow o u�0-,°,-I N -c a, V L HVAC PAD LOCATION -A MINIMUM 5 FOOT � a a T T E THE p°°'<� FROMT�' H PROPERTY LINE SHALL BE U ° '.a,131� °� MAINTAINED V)0La,VI) "no a ��Lro L U m >' L c O to U p o O �u � 3 a) o + 0•o u- L U ccnL�0 p i U 0) + L: � c zs o O ° 3 a a + V1 cc `. co aJ-p a, � O A FOUN 'TION SURVEY SHALL BE U ° 'u. L a.. Q " = d .� fo PERFORMED AND A COPY OF THE SURVEY ° a) E 'c o.co SHALL BE ON THE SITE FOR THE BUILDING ° _ so 2 > a• -+- -r- p INSPECTOR'S USE PRIOR TO FR'MING. ce GAP �DOj °\U58�che'k a J`vni vE .°' d5`P tU Qo a a PPPTo(3DeParkmenFL m X) :� � g p{ }atlanG o > .�n f-"GY L o iE �o2mti� c ' 4 E c c t a, 0) U 41+-+ 4+ a, yQ) •- c w O o PUBLIC W � o ORKS _0 (0 W ZONING: AR5-L a� i Q a) U { APPROVED o 0 6 U p i { } DENIED N 3 fo f° o4-1 ATLANTIC BEACH { } NOT APPLICABLE TO DEPT o L o D ar 1 U SETBACKS: O 0 c- 0 0 a) W U tf a).ca, aUOra FRONT: 25' LL��L� ROVEp 0 AP @� °� 51DE5 7.5' ' e°'Qu REAR: 25' �/- v c MAX ALLOV�ABLE IMPERVIOUS: 45% = 8 21 S.F. 592. J o L IOU 3 z°'5:a�� > MAX BUILDING HEIGHT: 35' p 4 a J O POOL SETBACKS: 7.5 z v� o•�_ .- E facfoa, NOTE: AN EXISTING MASSIVa, E GARAGE &EXTRA U) ° U U L � > DRIVENAY Y\IA5 PREVIOUSLY TORN DOY4N BY PERMIT L11 Cc: L p � � L N ,> SoQ�a, of Z3 a ,L E L N o 02 -6 v o' U _w = f6 a) ° > o L > L a o T -E UO o m -v w o f LA N PLAN # 475 W H V/ O W Ln 00 z M M fu w 0 L- 0 o ern o U I- rn i O a M Z N Z (V M d' m z QO o> > z � o�rj J .-- z Q n J O > N o (f) J o a U 0 a o w Z o 0 U� Q u® a z Q 0 ° 0 Z a ® Ln W Z W = J w U O^ U DATE: 12/4/2019 SCALE: 1' = 10'-0" SHEET: V/ O Ln 00 z M M fu w 0 L- 0 o ern o U I- rn i O M DATE: 12/4/2019 SCALE: 1' = 10'-0" SHEET: V/ O Ln 00 z M � N O 0 0 ern U I- i O M Z N Z (V M d' m z QO o> > z � o�rj .-- U Q O n J u- N o J Q a U w Z o U� Q u® z w ° 0 a ® Q DATE: 12/4/2019 SCALE: 1' = 10'-0" SHEET: N Ln 00 M N O 0 U Q1 m U i O � N Z N W rn �LL m� o> > z m Ln� .-- U Q m n DATE: 12/4/2019 SCALE: 1' = 10'-0" SHEET: A5 -BUILT 51TE CALCULATIONS:W NIN67: AR5-L LAND AREA: - ATLANTIC BEACH E 0.438 ACRES- 1 g,Og3.80 5. F. EX15TI N G HOME COV RA SETBACKS: E GE: 2,148.08 S.F. ENTRY PORCH COV RA FRONT: 25' E GE: 63.63 S.F. , 2-5TORY 510E5: 1.5 G RAGE DOVE RAG E : g28.80 S . F . AC PA05 COVE RAGE: REAR: 25' 1 q.8g S.F. MAX ALLOkNA o = BLE IMPERVIOU CONCRETE/PAYER PATS. 45 /o S,Sg2.21 O: 538.68 S.F. S.F. DRIVENAY: 21461.14 S.F. , ENTRY NALKN MAX BUILDING HE16HT. 35 AY: 107.13 S. F. , COVERED NALKPNA POOL SETBACKS: "15 Y/PAVERS: 268.1 q 5. F. BR NOTE: AN XI G-7 MASSIVE GARAGE & EXTRA ICK COLUMNS. 3,q2 S, F. PUMP HOUSE: 21.60 S.F. DRIVENAY NA5 PREVIOUSLY TORN DONN BY L IMPERVIOUS: 161 .06 S.F. TOTAL 31.50/o PERMIT BY THE CURRENT ONNER5 GETTING O 1, TOTAL IMP 0 READY FOR THESE RENOVATION5/ADDITION5 _7 MAP 5HOKNO BOUNDARY SURVEY OF LOi8, BLOCK 10, ACCORDING TO THE PLAT OFi�111�41h ii?II1N1� UNIT NO.. 6 A5 RECORDED IN PLAT BOOK 34, PAGE(5) 51, 51A & 51 B OF THE CURRENT PUBLIC REGORD5 OF DUVAL COUNTY, FLORIDA. l LOT 2, BLOCK 10 Z z LOT 3, BLOCK 10 o 1/2" > Q REBAR m o LB 5488 m p , °51'22" E 120.50' (M) o 1/2" m N 12E 120.50' �R) IRON PIPE i6 No2050'22' _- --- - - . 0.4' _ -- 2.6 1 6 1 � I 39.5' 30.4' 2 -STORY IIS m GARAGE/APT o ry 922.80 5.F. 4 39.4' I - I- II `} 4 ?- X ,c i FRAME z PUMP 0 f 'N O w > r - 1.1 r - a n > � ry HOUSE -� 0"._ _ f � m II � io m � A� 211-605.F. V I m m A _J 2.l' n.o -�.._ -I 1ss' 300 I' UA Lu p o �' m J z_ LL Cl CLi n _ PATIO CONCRETE/ Q Q a r - Z N O _O PAYERS: 538.68 5.F. v< m `- _ z �o > I- Z ►O ca39.6' PAVERS v < v i» I N I 0.4' ai c- 1 -STORY BRICK�[][] 7 kn } a z RE5IDENCE NO. 475 Q a COVERED 2,14b.05 S.F. / w CONCRETE- 44a m z 63.63 5.F. - 35.5' V / 14.5' o � / �I .R'd 22 1 - 35' BRL (PER PLAT) 29 8 m iI 51DEWALK I m � 107.13 S.P. II m m 2.5 1 PG 5 75-05-10" Vq 130.14' (R) -- 3/4" _ -- -� \ J 1/2" IRON PIPE ll2' S 78°23'15" W 130.20' (M) z �, 18 031,1 1 20.00 z (R) IRON PIPE IRON PIPE m O 15 78°03 10" W 119.85' (M) I m� I < BEARING REFERENCE LINE m a 1 r Q FALMl�NOOD LANE N Q (60' RIGHT OF WAY) 1.5' CURB AND GUTTER FLOOD ZONE X = AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANGE FLOOD PLAIN /FLOOD ZONE "X (SHADED)" = AREAS OF 0.2% ANNUAL GHANGE FLOOD; AREAS OF 1%ANNUAL CHANGE WITH AVERAGE DEPTHS OF LE55 THAN 1 FOOT OR WITH DRAINAGE AREAS LE55 THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANGE FLOOD. RAL NOTES: J 2 BEAR) NOS RE BASED ON E�WN HEREON PLAT BOOK 34, PAGE A E 51 S. AS BEST I�iETERMINED OOD �� • • �V OC A 1 L.. y/ �/ U R� 1 0 RS FROM r E M.A. ROOD MAPS PANEL NO. DATE4DT ND FOOTINGS, i / 2013 INC�3 THIS 15 A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUNDFOOTINGS, PIPES AND j UTILITIES, 1F ANY. NOT DETERMINED. 4.LAND& ENGINEERING SURVEYS 5.THSISURRTIONA5EDON EGAAL AND/OR R DES GRIPTIONSEFURNSHED. NSITIVE THE PUBLIGREGORDSS IF ANY, NOT EWERE D 13Y HIS SURVEY. N/M NOT SEARCHED eY TH15 SURVEYOR FOR EASEMENTS, TITLE. COVENANTS, B.R.L.'SW38t�.(2 BLAidDljf(7 BOULEVARD RHE HRI E VYLIN i5HO E5, TAKINGS MAY ORDINANCES, ETC. 6. THE HEAVY LINE SHOWN HEREON, MAY NOT INDICATE ACTUAL OWNERSHIP. JACKSONVILLE, FLORIDA 32210 T. UNLE55 OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION. � AG =AIR CONDITIONER .D (D � I L BR[_ - BUILDING RE5TRIGTION LINE p CERTIFICATE OF AUTHORIZATION NO. LB 0005488 E BT BUILDING TIE PSM =PROFESSIONAL SURVEYOR&MAPPER \S BTN =BETWEEN R -RADIUS - -I c° (G) = COMPUTED FROM RECORD (R) = RECORD - E R ANTS & RE5TRIGTIONS GH = CHORD RL5 =REGISTERED LAND SURVEYOR I HEREBY CERTIFY THIS SURVEY WA5 DONE UNDER MY N (GNR)=CAN NOT READ R/W=RIGHT OF WAY DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL p GONC =CONCRETE (TYF) _7,(PIGAL. BET IRON PIPE (IF) OR REBAR STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER 5J-17.0 covD=covERED Assocsuftv oRL.B.saae `� I EB = ELECTRIC BOX --- FOUND IRON PIPE (IP) OR PIN THROUGH 17.052, FLORIDA ADMINISTRATIVE CODE, CHAPTER 412, F. A I ET=ELECTRIC, TRANSFORMER &PAD FOUND CONCRETE MONUMENr(cM) JEA = JACKSONVILLE ELEGTRIG AUTHORITY X __, _ GROSS GUT OR DRILL HOLE B L =LENGTH OF ARG g L8 =LICENSED BUSINESS -- -----NAIL &DISC LS = LICENSED SURVEYOR X X- X X- X - - X CHAIN LINK FENCE R (M) =MEASURED -- - - METAL FENCE BY: E Wv ,'- .,/ WIRE FENCE N&D =NAIL 8 DISC CHARLES B. HATCHER FLORIDA GERTIFIGATE NO. 3171 ORB = OFFICIAL RECORDS BOOK wooD FENCE V ORV = 0°FICIAL RECORDS VOLUME o- VINYL FENCE CHARLES L STARLING FLORIDA CERTIFICATE NO. 4579 ou I oL, oV:RHEA"uT'LT PG POINT OF CURVE -_ - - -- FIRE HYDRANT RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 PC =POINT OFcoMPourDcuftvE _-PHONE RISER A PI = INT EQUIPMENTPAD _ _ __-WATER METER T PI =POINT OF INTERSECTION - - ' JOB NO. 12592 PRG = POINT OF REVERSE CURVE ---- - - UTILITY POLE _ _ DATE _ oe_-oa-ao 18 'I I PRM =PERMANENT REFERENCE MONUMENT m - DIAMETER 0 PT = POINT OF TANGENGY ----- - -- -GUY ANCHOR SCALE: 1" 30 DRAFTER WF PLS = PROFESSIONAL LAND SURVEYOR -- - CENTRAL ANGLE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED 5EAJ- OF A FLORIDA LICENSED SURVEYOR AND MAPPER SCALE: 1 = 30'- 0" hl A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR'S USE PRIOR TO FRAMING. TO rAL 11)"EIS? V/OU5 NOTE: 5 C T10N 24-66 (a) OF THE L.AN17 47EV EL0)=M NT RE [JL 4 IONS ALLO"5 UP TO AN EX rRA 250 5. F OF iMFERV1101J5 PROP05ED 51TE CALCULATIO LAND AREA: 0.4138 ACRES= TOTAL HOME COVERAGE: AC PA05 COVE RAGE: CONCRETE PATIO: FRONT 51DENALK: DRIVENAY: STEPS: BRICK COLUMNS: EQUIPMENT PADS: FUTURE POOL & PAVERS: TOTAL IMPERVIOUS: TOTAL IMPERVIOUS: �i� N5: L U 1 q,Og3.80 S.F. 4,060.18 5. F. 1 q.8q 5. F. 82.08 S.F. 241.5q S.F. 1,g14.3"15. Ln F. 10.86 S.F. 1.86 5.F. 16.00 5.F. 11066.11 S.F. 11411.06 5.F% 38.81 % CONTRACT NOTE: CONTRACT AND SPECIFICATIONS TAKE PRECEDENCE OVER THESE DRAWINGS. ANY CONFLICT WILL DEFAULT TO SAID DOCUMENTS, L (n a) O L U L O a �w W � a) a 41 O c (1) O oL L O �c_I` O U E0�� Ln O I- u N J I - 00) I N O N ° .' E�a(� p E��. -a 3: 0. z L I E �°Q0�, °) a E ° u c F- U a a) L_ z O }J 41 O N U U2 U 0= o i N -) U v- Q x L C O O U.)O 0 LL - .0-_� G � i 6 L U N C O w O U .V (n U �_--U120.150' ��C U,:, 1502211 �rNX° �O _ o> _ - u c: __ - - ---- °)°cc �`� c 0V)i0) _co � O ��o.� I L ; _ � ----------- 20' FRONT BRL 5 l8° 03' 10" E 120.00' (R) SCALE: 1" = 10' - 0" 4.1 L5 L p 4-F_ > a) n v o1-4 s o v0 I �5 a 6 ��, n m I QI= U O vi c Q) v= U 01 Qr U O .0 O a N t36 O 1n c L O co ^ a) �- m o (6 to N L O U L L O L ° 'U° o ° o a) _ I Iw v 3 'U0 r0 14'-79/16" a)Z3�L�� L CN L o C O i U 0) Q) 'moi 3:O (6 I� _ z 4 4u i O "6 opo=,� � � N I- �f- 2 c 4.1 U) oma= �10Q)0 Q o m U L O i) > UU O p c: O Y I _E fl- J Vf) In i �J�'o>ra u a ° > `" v a� �J oL cn E c I 4 'Ln - � -0 N O O I L In N . L w Q>u _>= L�:,E zu,wCO: a 0 0 U ° L N 3 fa m V4U� O tpN O C � 4-o L In L IO N ma o t o U v a) U ' N t C) U O I L C 41 0) L (� _0 L C O _ N O c 3 .C, fE m N •w NC 1p U C ._ J Cc: U> _O � tp 0)J U E U C U w I � _ N 3 L U (0 Z O L a� L j L O ') Q _J a w a) w J I a) 4, of O F C E C 0" E © R a c o °) Approved Ry permit usk° U 40,.5 �rt!`YI�PI�' o o 'u,> Building Cp . city cif Atlntl�r�hjo u .2 o a o � =3 -o E o - w I_n v (n L (n •L L L > a ) OL L y U m -O m O PLAN # 475 W a V) E, a �w W a� I=4� oX U a) L. a) L O �c_I` O U Ln I- u N J I - 00) I N O N ° .' E�a(� p E��. i .Z 0. z L I E °) a E ° IN ro c 01 M c U) Ln Q� M�o 0= _�_0r O O M U) > ul) a0 f6 C N 0 > O u(1) c O ) O Q d U ,a)a, a o 0 a I.I..I s (a 3 I � o o o 0 Q O U L U) V1 _ L � L > [i I ro o O w ® 01 O L •- 'L 4- LL -0 -5 ° > I -0 V) °.�a)WM I tea, -0J,, _dW Q O N Q U � U a-1 4.1 L5 L p 4-F_ > a) n v o1-4 s o v0 I �5 a 6 ��, n m I QI= U O vi c Q) v= U 01 Qr U O .0 O a N t36 O 1n c L O co ^ a) �- m o (6 to N L O U L L O L ° 'U° o ° o a) _ I Iw v 3 'U0 r0 14'-79/16" a)Z3�L�� L CN L o C O i U 0) Q) 'moi 3:O (6 I� _ z 4 4u i O "6 opo=,� � � N I- �f- 2 c 4.1 U) oma= �10Q)0 Q o m U L O i) > UU O p c: O Y I _E fl- J Vf) In i �J�'o>ra u a ° > `" v a� �J oL cn E c I 4 'Ln - � -0 N O O I L In N . L w Q>u _>= L�:,E zu,wCO: a 0 0 U ° L N 3 fa m V4U� O tpN O C � 4-o L In L IO N ma o t o U v a) U ' N t C) U O I L C 41 0) L (� _0 L C O _ N O c 3 .C, fE m N •w NC 1p U C ._ J Cc: U> _O � tp 0)J U E U C U w I � _ N 3 L U (0 Z O L a� L j L O ') Q _J a w a) w J I a) 4, of O F C E C 0" E © R a c o °) Approved Ry permit usk° U 40,.5 �rt!`YI�PI�' o o 'u,> Building Cp . city cif Atlntl�r�hjo u .2 o a o � =3 -o E o - w I_n v (n L (n •L L L > a ) OL L y U m -O m O PLAN # 475 W a V) E, W z U 0 Ln I - Z 1 p E��. i .Z 0. j zNm z o U) Ln Q� 0 0= Q O O M U) > ul) a) o N 0 O Q d U a o 0 a I.I..I � Z a o 0 0 � Q iLli w ® Lu 00 Lu cl�0 a _dW Q U � U DATE: 12/4/2019 SCALE: AS NOTED SHEET: V) E, z U 0 Ln 1 p E��. i .Z 0. j zNm z o U) Ln Q� 0 0= 0 O N 0) M U) > J a) o N a DATE: 12/4/2019 SCALE: AS NOTED SHEET: V) z O kD 0 Ln 1 M j zNm z o Q� 0 0= [V 000 J LL. N O Q d U *k U- Lt) W I.I..I � Z �U c ui 0 0 � z w ® Q 00 cl�0 a Q DATE: 12/4/2019 SCALE: AS NOTED SHEET: FLOOR SHEATHING SCHEDULE FLOOR SHEATHING SPECIFICATION TYPICAL NAILING 23/32 T&G OSB OR PLYWOOD TETRA GRIP .113x23/8" © 6" EDGE AND SHEATHING FIELD FLOOR SHEATHING NOTES: 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 SPECIFICATION TYPICAL NAILING MIN. 7/6", 24/16, APA RATED OSB 0.131"x2Y2" @ 6" O.C. EDGE, 12" O.C. FIELD. OR PLYWOOD STRUCTURAL 1 0.131 "x2Y2" @ 3" O.C. AT TOP AND BOT PLT WALL SHEATHING NOTES: 1. SHEATHING MAY BE INSTALLED FOR FLEXIBLE OR BRITTLE FINISHES. 2. SHEATHING MUST EXTEND 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 SYMBOLS LEGEND INTERIOR LOAD BEARING WALL GABLE X -BRACE DESIGNATES SHEARWALL. THE -- --- HIDDEN LINE DESIGNATES SIDE OF -- -_ W/ -,LL THE SHEARWALL SHEATHING SW 3"/6" TO BE APPLIED. 8d 0 3/6 DESIGNATES 8d COMMONS ® 3" O.C. EDGE & 6" O.C. "IN THE FIELD" ® BUILT-UP POST IN THE WALL (2)2X8-1/2 SIZE,HEADER AND KING STUD QUANTITY. BUILDING CODE WIND SPEED Vult USP CONNECTOR FL# DESIGN CODE: 2017 FLORIDA BUILDING CODE - RESIDENTIAL, WORK CLASSIFICATION: ALTERNATE LEVEL II AND ADDITION ASCE 7-10 0 FLOOR AND ROOF DESIGN CRITERIA 12-0.131x1'/2" D FLOOR LOADING (Cd = 1.0) ROOF LOADING (Cd = 1.25) TOP CHORD DEAD 12 PSF TOP CHORD DEAD 10 PSF (SHINGLES) TOP CHORD LIVE: BALCONIES ALL OTHER AREAS 60 PSF 40 PSF TOP CHORD LIVE 20 PSF BOTTOM CHORD DEAD 5 PSF BOTTOM CHORD LIVE: NO STORAGE LIMITED STORAGE STORAGE 10 20 30 PSF PSF PSF BOTTOM CHORD DEAD 5 PSF BOTTOM CHORD LIVE 0 PSF LIVE LOAD DEFLECTION L/360 LIVE LOAD DEFLECTION L/240 +28.3 -31.0 TOTAL DEFLECTION L/240 (0.75" MAXI TOTAL DEFLECTION L/180 FLOOR SHEATHING SCHEDULE FLOOR SHEATHING SPECIFICATION TYPICAL NAILING 23/32 T&G OSB OR PLYWOOD TETRA GRIP .113x23/8" © 6" EDGE AND SHEATHING FIELD FLOOR SHEATHING NOTES: 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 SPECIFICATION TYPICAL NAILING MIN. 7/6", 24/16, APA RATED OSB 0.131"x2Y2" @ 6" O.C. EDGE, 12" O.C. FIELD. OR PLYWOOD STRUCTURAL 1 0.131 "x2Y2" @ 3" O.C. AT TOP AND BOT PLT WALL SHEATHING NOTES: 1. SHEATHING MAY BE INSTALLED FOR FLEXIBLE OR BRITTLE FINISHES. 2. SHEATHING MUST EXTEND 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 SYMBOLS LEGEND INTERIOR LOAD BEARING WALL GABLE X -BRACE DESIGNATES SHEARWALL. THE -- --- HIDDEN LINE DESIGNATES SIDE OF -- -_ W/ -,LL THE SHEARWALL SHEATHING SW 3"/6" TO BE APPLIED. 8d 0 3/6 DESIGNATES 8d COMMONS ® 3" O.C. EDGE & 6" O.C. "IN THE FIELD" ® BUILT-UP POST IN THE WALL (2)2X8-1/2 SIZE,HEADER AND KING STUD QUANTITY. WIND CRITERA WIND SPEED Vult USP CONNECTOR FL# 130 MPH WIND SPEED Vnom A35 101 mph EXPOSURE CATEGORY 12-0.131x1'/2" D BUILDING ENCLOSURE CLASSIFICATION ENCLOSED RISK CATEGORY %"OX' TITEN MG II BUILDING HEIGHT 12-0.162x2/2" < 30' ROOF PITCH 10852.2 7:12 WINDOW AND DOOR DP (C&C) PRESSURE EFFECTIVE WIND AREA DTT2Z 10441.1 WIND ZONE DESIGNATION (SQUARE FT) '/2"x6" TITEN HD INTERIOR ZONE END ZONE 0 - 10 METAL +31.6 -34.3 +31.6 -42.3 11 - 50 5-0.131x 2'/2" EA. END +28.3 -31.0 +28.3 -35.7 51 - 100 8-0.148x1'/2" EA. END +26.9 -29.6 +26.9 -32.9 GARAGE DOOR 12-0.148x1'/2" EA. END (1) CAR 8'x7' HTT5 +28.3 -35.7 (2) CAR 16'x7' 5/8"0 ROD EPDXIED 8" MIN +28.3 -32.9 WIND LOADING NOTES: '/2 "x6" TITEN HD 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 a a� PRODUCT APPROVAL ## END ZONE WIDTH 'a' = V a DA a� la BUILDING FOOT PRINT SHOWING END ZONES FLOOR SHEATHING SCHEDULE FLOOR SHEATHING SPECIFICATION TYPICAL NAILING 23/32 T&G OSB OR PLYWOOD TETRA GRIP .113x23/8" © 6" EDGE AND SHEATHING FIELD FLOOR SHEATHING NOTES: 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 SPECIFICATION TYPICAL NAILING MIN. 7/6", 24/16, APA RATED OSB 0.131"x2Y2" @ 6" O.C. EDGE, 12" O.C. FIELD. OR PLYWOOD STRUCTURAL 1 0.131 "x2Y2" @ 3" O.C. AT TOP AND BOT PLT WALL SHEATHING NOTES: 1. SHEATHING MAY BE INSTALLED FOR FLEXIBLE OR BRITTLE FINISHES. 2. SHEATHING MUST EXTEND 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 SYMBOLS LEGEND INTERIOR LOAD BEARING WALL GABLE X -BRACE DESIGNATES SHEARWALL. THE -- --- HIDDEN LINE DESIGNATES SIDE OF -- -_ W/ -,LL THE SHEARWALL SHEATHING SW 3"/6" TO BE APPLIED. 8d 0 3/6 DESIGNATES 8d COMMONS ® 3" O.C. EDGE & 6" O.C. "IN THE FIELD" ® BUILT-UP POST IN THE WALL (2)2X8-1/2 SIZE,HEADER AND KING STUD QUANTITY. ROOF SHEATHING SCHEDULE ROOF SHEATHING SPECIFICATION METAL STRAPPING AND CONNECTOR FASTENING SIMPSON CONNECTOR FL# USP CONNECTOR FL# FASTENERS ANCHORAGE A35 10446.1 MPA1 17244.23 12-0.131x1'/2" RING ABU44 10860.4 PAU44 17239.13 12-0.162x2/2" %"OX' TITEN MG ABU66 10860.4 PAU66 17239.13 12-0.162x2/2" 5/8"OX' 11TEN MG CS16 10852.2 RS150 17244.27 11-0.1480" EACH END W/4" DTT2Z 10441.1 DTB-TZ 17219.1 8-'/4"x1'/2" SDS '/2"x6" TITEN HD H2.5A 10456.3 RT7 17236.11 5-0.131x 2'/2" EA. END METAL H8 10446.13 RT8 17236.11 5-0.131x 2'/2" EA. END TYPICAL HTS16 10456.6 HTW16 17244.8 8-0.148x1'/2" EA. END SHEATHING HTS20 10456.6 HTW20 17244.8 12-0.148x1'/2" EA. END 4' HTT5 11496.2 HTT5 17324.2 26-0.162x2/2 5/8"0 ROD EPDXIED 8" MIN LTT20B 11496.3 LTT20B 17219.3 10-0.148x2'/2 '/2 "x6" TITEN HD LSTA12 10456.7 LSTW12 17244.8 6-0.148x3" EA END AND FIELD. MSTA24 10852.9 MSTA24 17244.18 9-0.1480" EA END OF MTS12 10456.8 MTW12 17244.8 7-1Odx1'/2" EA. END EDGE NO 1 -VERIFY WITH MANUFACTURER'S FLORIDA PRODUCT APPROVAL ## ABBREVIATIONS BM BEAM PSI POUNDS PER SQUARE INCH BOT BOTTOM PSL PARALLEL STRAND LUMBER CMU CONCRETE MASONRY UNIT PT PRESSURE TREATED DBL DOUBLE SF SQUARE FOO -1 EA EACH SPF SPRUCE PINE FUR EOR ENGINEER OF RECORD SYP SOUTHERN YELLOW PINE EQ EQUAL THRU THROUGH EXT EXTERIOR TR THREADED ROD FBC FLORIDA BUILDING CODE TYP TYPICAL FT FOOT UON UNLESS OTHERWISE NOTED FTG FOOTING VERT VERTICAL HORIZ HORIZONTAL O.C. ON CENTER LVL LAMINATED VENEER LUMBER OSB ORIENTED STRAND BOARD MONO MONOLITHIC PERP PERPENDICULAR PSF POUNDS PER SQUARE FOOT ROOF SHEATHING SCHEDULE ROOF SHEATHING SPECIFICATION NAIL LENGTH DIAMETER NAIL LENGTH DIAMETER 8d COMMON 34 6' 24/16, APA RATED 0.113X23/8" RING SHANK. © 6" O.C. EDGE SHINGLE OSB OR PLYWOOD AND FIELD. (4" O.C. WITHIN 4' OF ROOF W/4" 15 S2'-3'2_/16, APA RATED 10d 3" 0.131" 16d COMMON 3Y2" 0.162" METAL OSB OR PLYWOOD 3 0.113X2/$" RING SHANK. ®6" TYPICAL O.C. EDGE UON SHEATHING AND FIELD. (4" O.C. WITHIN 4' OF ROOF TILE mu / 6, RATED 0.113X23/$" RING SHANK. @ 6" O.C. EDGE PERP OSB OR PLYWOOD AND FIELD. (4" O.C. WITHIN 4' OF ROOF SHEATHING EDGE NO 1 -VERIFY WITH MANUFACTURER'S FLORIDA PRODUCT APPROVAL ## NAIL SIZE LEGEND NAIL LENGTH DIAMETER NAIL LENGTH DIAMETER 8d COMMON 2Y2" 0.131" 10d COMMON 3" 0.148" 8d RING SHANK 23/8" 0.113" 10d RING SHANK 3" 0.148" 10dx1Y2" 1Y2" 0.148" 12d COMMON W/4" 0.148" 10d 3" 0.131" 16d COMMON 3Y2" 0.162" ABBREVIATIONS BM BEAM PSI POUNDS PER SQUARE INCH BDT BOTTOM PSL PARALLEL STRAND LUMBER CMU CONCRETE MASONRY UNIT PT PRESSURE TREATED D3L DOUBLE SF SQUARE FOOT EA EACH SPF SPRUCE PINE FUR EOR ENGINEER OF RECORD SYP SOUTHERN YELLOW PINE EQ EQUAL THRU THROUGH EXT EXTERIOR TR THREADED ROD FBC FLORIDA BUILDING CODE TYP TYPICAL FT FOOT UON UNLESS OTHERWISE NOTED FTG FOOTING VERT VERTICAL HORIZ HORIZONTAL O.C. ON CENTER LVL LAMINATED VENEER LUMBER OSB ORIENTED STRAND BOARD MONO MONOLITHIC PERP PERPENDICULAR PSF POUNDS PER SQUARE FOOT 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 SPECIFIED LOADS. ITEMS 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 FEATURES SUCH AS EYE BROW ROOFS, CORNICES, NON-STRUCTURAL FRAMING, WATERPROOFING, MECHANICAL OR ELECTRICAL SYSTEM. GENERAL NOTES: THESE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. TYPICAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. ALL WORK, MATERIALS AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS AND SAFETY REQMT'S. 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 ARCHITECTURAL DRAWINGS. DO NOT SCALE FOR DIMENSIONS NOT SHOWN ON DRAWINGS. SEND WRITTEN REQUEST FOR INFORMATION TO THE ARCHITECT FOR DIMENSIONS NOT PROVIDED. ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS. RESOLVE ALL DISCREPANCIES WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. DO NOT SCALE DRAWINGS. COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL& MECHANICAL. ARCHITECT STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY REGULATIONS FOR ITS EMPLOYEES. NO STRUCTURAL CHANGE FROM THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE IN THE FIELD UNLESS WRITTEN APPROVAL IS OBTAINED PRIOR TO MAKING SUCH CHANGE. CHANGES WITHOUT THE RjRMFW\V*NG\3REGffkGAT0qSKHE RESPONSIBILITY OF THE CONTRACTOR. THE CONDITION SHALL BE REPAIRED OR REPLACED AS DIRECTED. 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. GUARDRAILS THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF GUARDRAILS 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 PERMITTED EXCEPT WHERE SPECIFICALLY SO DETAILED OR AS DIRECTED BY THE ENGINEER. 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, Fv=135 PSI, Ft=350 PSI, E=1100 KSI SOUTHERN PINE #2 SPECIFICATIONS PER LATEST SOUTHERN FOREST PRODUCTS ASSOCIATION (SFPA) 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 PLATES IN WALLS. METAL CONNECTORS SHALL BE FASTENED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS TO DEVELOP THE PUBLISHED CAPACITY. 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 HANGERS, STRAPS, HOLDOWNS, ETC. SHALL BE MANUFACTURED BY "SIMPSON STRONG -TIE" COMPANY OR APPROVED EQUAL. THE MAXIMUM SIZE AND NUMBER OF FASTENERS SPECIFIED BY THE MANUFACTURER SHALL BE USED UNLESS NOTED OTHERWISE. BLOCKING AND FIRESTOPPING TO BE INSTALLED AS REQUIRED TO SUPPORT ALL ITEMS OF FINISH SUCH AS BULKHEADS AND BUCKS. PROVIDE FIREBLOCKING TO CUT OFF ALL CONCEALED DRAFT OPENINGS, BOTH FEU TICSOA D HORIZONTAL, BETWEEN CEILING AND FLOOR AREAS (AS REQUIRED BY BUILDING OFFICIAL AND ARCHITECT). 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 TO VERIFY SUITABLE 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. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. -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 LOCATIONS FROM THE FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT THE STRUCTURAL ENGINEER. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE USING SUPPORT BARS AND CHAIRS. IN ALL CONTINUOUS FOOTINGS PROVIDE #4 © 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS 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" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 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 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 SIDE OF 2 TO 1.. MASONRY SPECIFICATIONS: MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8 PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. STEM WALLS: DATE PERMIT 11.22.19 wow 1� CLASSIRCATM ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON S1.0. UNLESS NOTED OTHERWISE. IAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". 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 ADHESIVE SUPPLIED BY 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. MIN. EMBEDMENT LENGTH SHALL BE 12 BAR DIAMETERS, UNLESS NOTED OTHERWISE. PRE-ENGINEEREED WOOD 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 WITH NFPA, TPI, AND AITC 100. THE TRUSS MANUFACTURER SHALL PROVIDE DESIGN CALCULATIONS AND SHOP DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER (CONTRACTED BY TRUSS MANUFACTURER) FOR REVIEW PRIOR TO FABRICATION. 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 NEVER TO BE NOTCHED OR CUT, THE DESIGN SHALL ACCOUNT FOR ALL UNIFORM LOADS AND EQUIPMENT LOADS. CONTACT THE STRUCTURAL ENGINEER FOR UNIFORM LOADING AND REQUIREMENTS IF REQUIRED. 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 INSTITUTE'S "HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91" AND " BUILDING COMPONENT SAFETY INFORMATION BOOKLET BCSI 1-03" AND RELATED SUMMARY SHEETS. 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. REVIEWED FOR CODE COMPLIANCE OFFICE COPY CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL I131=111SION REQUIREMENTS AND CONDITIONS gP# ��5� Iq _ � 0 2 REVIEWED BY: DATE: -0-1 f DATE- j2J J j SIGNED 09IJZ 2 0 'L � Lj 0mW QZ)f= m Lf) Q�C7u C, [-Z CP L11 Ln w z u 11.22.19 Christopher) Sabourin PE FL PE#71461 PLAN NAME DODS SSE No. 19-0393 ISSUE DATE PERMIT 11.22.19 wow 1� CLASSIRCATM 12.13.19 REVISIONS DATE FIELD ALTERATION l.Uly I KHI. I UK �FiALL LUN I Al:l 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 ADOMONAL ENGINEERING OR INSPECTION FEES, SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR DESIGN CRITERIA AND GENERAL NOTES SHEET SHEET 1 OF 7 FLOOR SHEATHING SCHEDULE FLOOR SHEATHING SPECIFICATION I TYPICAL NAILING 23/32 T&G OSB OR PLYWOODI TETRA GRIP .113x23/8" © 6" EDGE AND SHEATHING FIELD FLOOR SHEATHING NOTES: 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 SPECIFICATION TYPICAL NAILING MIN. 3/6", 24/16, APA RATED OSB 0.131 "x2Y2" ® 6" O.C. EDGE, 12" O.C. FIELD. OR PLYWOOD STRUCTURAL 1 0.131"x0/2" © 3" O.C. AT TOP AND BOT PLT WALL SHEATHING NOTES: 1. SHEATHING MAY BE INSTALLED FOR FLEXIBLE OR BRITTLE FINISHES. 2. SHEATHING MUST EXTEND 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 SYMBOLS LEGEND INTERIOR LOAD BEARING WALL ® BUILT-UP POST IN THE WALL GABLE X -BRACE (2)2X8-1/2 HEADER KING STUDZE, JACK QUANT TY. AND DESIGNATES SHEARWALL. THE ------------------ HIDDEN LINE DESIGNATES SIDE OF _...._.._ _._.....___.... WALL THE SHEARWALL SHEATHING SW 3"/6" TO BE APPLIED. 8d 0 3/6 DESIGNATES 8d COMMONS @ 3" O.C. EDGE & 6" O.C. "IN THE FIELD" BUILDING CODE WIND SPEED Vult DESIGN CODE: 2017 FLORIDA ASCE 7-10 BUILDING CODE - RESIDENTIAL FLOOR AND ROOF DESIGN CRITERIA 101mph FLOOR LOADING (Cd = 1.0) ROOF LOADING (Cd = 1.25) TOP CHORD DEAD 12 PSF TOP CHORD DEAD 10 PSF (SHINGLES) TOP CHORD LIVE: BALCONIES ALL OTHER AREAS 60 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 PSF BOTTOM CHORD LIVE 0 PSF LIVE LOAD DEFLECTION L/360 LIVE LOAD DEFLECTION L/240 TOTAL DEFLECTION L/240 (0.75" MAX) TOTAL DEFLECTION L/180 FLOOR SHEATHING SCHEDULE FLOOR SHEATHING SPECIFICATION I TYPICAL NAILING 23/32 T&G OSB OR PLYWOODI TETRA GRIP .113x23/8" © 6" EDGE AND SHEATHING FIELD FLOOR SHEATHING NOTES: 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 SPECIFICATION TYPICAL NAILING MIN. 3/6", 24/16, APA RATED OSB 0.131 "x2Y2" ® 6" O.C. EDGE, 12" O.C. FIELD. OR PLYWOOD STRUCTURAL 1 0.131"x0/2" © 3" O.C. AT TOP AND BOT PLT WALL SHEATHING NOTES: 1. SHEATHING MAY BE INSTALLED FOR FLEXIBLE OR BRITTLE FINISHES. 2. SHEATHING MUST EXTEND 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 SYMBOLS LEGEND INTERIOR LOAD BEARING WALL ® BUILT-UP POST IN THE WALL GABLE X -BRACE (2)2X8-1/2 HEADER KING STUDZE, JACK QUANT TY. AND DESIGNATES SHEARWALL. THE ------------------ HIDDEN LINE DESIGNATES SIDE OF _...._.._ _._.....___.... WALL THE SHEARWALL SHEATHING SW 3"/6" TO BE APPLIED. 8d 0 3/6 DESIGNATES 8d COMMONS @ 3" O.C. EDGE & 6" O.C. "IN THE FIELD" WND CRITERA WIND SPEED Vult USP CONNECTOR FL# 130 MPH WIND SPEED Vnom A35 101mph EXPOSURE CATEGORY 12-0.131 x1'/2" D BUILDING ENCLOSURE CLASSIFICATION ENCLOSED RISK CATEGORY %"4x6' TITEN MG II BUILDING HEIGHT 12-0.162x2'/2" < 30' ROOF PITCH 10852.2 7:12 WINDOW AND DOOR DP (C&C) PRESSURE EFFECTIVE WIND AREA DTB-TZ 17219.1 WIND ZONE DESIGNATION INTERIOR ZONE END ZONE (SQUARE FT) 5-0.131x 2'/2" EA. END 0 - 10 H8 +31.6 -34.3 +31.6 -42.3 11 - 50 6 +28.3 -31.0 +28.3 -35.7 51 - 100 SHEATHING +26.9 -29.6 +26.9 -32.9 GARAGE DOOR 4' (1) CAR 8'x7' 11496.2 +28.3 -35.7 (2) CAR 16'x7' LTT20B 11496.3 +28.3 -32.9 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 a a� NO 1 -VERIFY WITH MANUFACTURER'S FLORIDA PRODUCT APPROVAL ## END ZONE WIDTH 'a' =5' a a� �a BUILDING FOOT PRINT SHOWING END ZONES FLOOR SHEATHING SCHEDULE FLOOR SHEATHING SPECIFICATION I TYPICAL NAILING 23/32 T&G OSB OR PLYWOODI TETRA GRIP .113x23/8" © 6" EDGE AND SHEATHING FIELD FLOOR SHEATHING NOTES: 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 SPECIFICATION TYPICAL NAILING MIN. 3/6", 24/16, APA RATED OSB 0.131 "x2Y2" ® 6" O.C. EDGE, 12" O.C. FIELD. OR PLYWOOD STRUCTURAL 1 0.131"x0/2" © 3" O.C. AT TOP AND BOT PLT WALL SHEATHING NOTES: 1. SHEATHING MAY BE INSTALLED FOR FLEXIBLE OR BRITTLE FINISHES. 2. SHEATHING MUST EXTEND 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 SYMBOLS LEGEND INTERIOR LOAD BEARING WALL ® BUILT-UP POST IN THE WALL GABLE X -BRACE (2)2X8-1/2 HEADER KING STUDZE, JACK QUANT TY. AND DESIGNATES SHEARWALL. THE ------------------ HIDDEN LINE DESIGNATES SIDE OF _...._.._ _._.....___.... WALL THE SHEARWALL SHEATHING SW 3"/6" TO BE APPLIED. 8d 0 3/6 DESIGNATES 8d COMMONS @ 3" O.C. EDGE & 6" O.C. "IN THE FIELD" ROOF SHEATHING SCHEDULE ROOF SHEATHING SPECIFICATION METAL STRAPPING AND CONNECTOR FASTENING SIMPSON CONNECTOR FL# USP CONNECTOR FL# FASTENERS ANCHORAGE A35 10446.1 MPA1 17244.23 12-0.131 x1'/2" RING ABU44 10860.4 PAU44 17239.13 12-0.162x2/2" %"4x6' TITEN MG ABU66 10860.4 PAU66 17239.13 12-0.162x2'/2" 5/8"Ox6" TITEN MG CS16 10852.2 RS150 17244.27 11-0.1480" EACH END 3Y4" DTT2Z 10441.1 DTB-TZ 17219.1 844"x1'/2" SDS '/2"x6" TITEN HD H2.5A 10456.3 RT7 17236.11 5-0.131x 2'/2" EA. END METAL H8 10446.13 RT8 17236.11 5-0.131x 2'/2" EA. END 6 HTS16 10456.6 HTW16 17244.8 8-0.148x1'/2" EA. END SHEATHING HTS20 10456.6 HTW20 17244.8 12-0.148x1'/2" EA. END 4' HTT5 11496.2 HTT5 17324.2 26-0.162x2'/2" '%"0 ROD EPDXIED 8" MIN LTT20B 11496.3 LTT208 17219.3 10-0.148x2/2" '/2"x6" TITEN HD LSTA12 10456.7 LSTW12 17244.8 6-0.148x3" EA END AND FIELD. MSTA24 10852.9 MSTA24 17244.18 9-0.148x3" EA END OF MTS12 10456.8 MTW12 17244.8 7-10dx1'/2" EA. END EDGE NO 1 -VERIFY WITH MANUFACTURER'S FLORIDA PRODUCT APPROVAL ## ABBREVIATIONS BM BEAM PSI POUNDS PER SQUARE INCH BOT BOTTOM PSL PARALLEL STRAND LUMBER CMU CONCRETE MASONRY UNIT PT PRESSURE TREATED DBL DOUBLE SF SQUARE FOOT EA EACH SPF SPRUCE PINE FUR EOR ENGINEER OF RECORD SYP SOUTHERN YELLOW PINE EQ EQUAL THRU THROUGH EXT EXTERIOR TR THREADED ROD FBC FLORIDA BUILDING CODE TYP TYPICAL FT FOOT UON UNLESS OTHERWISE NOTED FTG FOOTING VERT VERTICAL HORIZ HORIZONTAL O.C. ON CENTER LVL LAMINATED VENEER LUMBER OSB ORIENTED STRAND BOARD MONO MONOLITHIC PER PERPENDICULAR PSF POUNDS PER SQUARE FOOT ROOF SHEATHING SCHEDULE ROOF SHEATHING SPECIFICATION NAIL LENGTH DIAMETER NAIL LENGTH DIAMETER SHINGLE ��16" 24/16, APA RATED 0.113X23/8" RING SHANK. @ 6" O.C. EDGE 0.113" OSB OR PLYWOOD AND FIELD. (4" O.C. WITHIN 4' OF ROOF 3Y4" 15 32' 32/16, APA RATED „ 3" 0.131" „ 3Y2" 0.162" METAL OSB OR PLYWOOD 3 0.113X2/8 RING SHANK. @ 6 O.C. EDGE UON SHEATHING AND FIELD. (4" O.C. WITHIN 4' OF ROOF TILE / 6, RATED 0.113X23/8" RING SHANK. ® 6" O.C. EDGE PERP OSB OR PLYWOOD AND FIELD. (4" O.C. WITHIN 4' OF ROOF SHEATHING EDGE NO 1 -VERIFY WITH MANUFACTURER'S FLORIDA PRODUCT APPROVAL ## NAIL SIZE LEGEND NAIL LENGTH DIAMETER NAIL LENGTH DIAMETER 8d COMMON 2y2" 0.131" 10d COMMON 3" 0.148" 8d RING SHANK 23/8" 0.113" 10d RING SHANK 3" 0.148" 10dx1Y2" 1Y2" 0.148" 12d COMMON 3Y4" 0.148" 10d 3" 0.131" 16d COMMON 3Y2" 0.162" ABBREVIATIONS BM BEAM PSI POUNDS PER SQUARE INCH BOT BOTTOM PSL PARALLEL STRAND LUMBER CMU CONCRETE MASONRY UNIT PT PRESSURE TREATED DBL DOUBLE SF SQUARE FOOT EA EACH SPF SPRUCE PINE: FUR EOR ENGINEER OF RECORD SYP SOUTHERN YELLOW PINE EQ EQUAL THRU THROUGH EXT EXTERIOR TR THREADED ROD FBC FLORIDA BUILDING CODE TYP TYPICAL FT FOOT UON UNLESS OTHERWISE NOTED FTG FOOTING VERT VERTICAL HORIZ HORIZONTAL O.C. ON CENTER LVL LAMINATED VENEER LUMBER OSB ORIENTED STRAND BOARD MONO MONOLITHIC PERP PERPENDICULAR PSF POUNDS PER SQUARE FOOT 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 SPECIFIED LOADS. ITEMS 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 FEATURES SUCH AS EYE BROW ROOFS, CORNICES, NON-STRUCTURAL FRAMING, WATERPROOFING, MECHANICAL OR ELECTRICAL SYSTEM. GENERAL NOTES: THESE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. TYPICAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. ALL WORK, MATERIALS AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS AND SAFETY REQMT'S. 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 ARCHITECTURAL DRAWINGS. DO NOT SCALE FOR DIMENSIONS NOT SHOWN ON DRAWINGS. SEND WRITTEN REQUEST FOR INFORMATION TO THE ARCHITECT FOR DIMENSIONS NOT PROVIDED. ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS. RESOLVE ALL DISCREPANCIES WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. DO NOT SCALE DRAWINGS. COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL& MECHANICAL. ARCHITECT/STRUCTURAL `ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY REGULATIONS FOR ITS EMPLOYEES. NO STRUCTURAL CHANGE FROM THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE IN THE FIELD UNLESS WRITTEN APPROVAL IS OBTAINED PRIOR TO MAKING SUCH CHANGE. CHANGES WITHOUT THE FrFWGEGIITkGiATWVSf E RESPONSIBILITY OF THE CONTRACTOR. THE CONDITION SHALL BE REPAIRED OR REPLACED AS DIRECTED. 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. GUARDRAILS THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF GUARDRAILS 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 PERMITTED EXCEPT WHERE SPECIFICALLY SO DETAILED OR AS DIRECTED BY THE ENGINEER. 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, Fv=135 PSI, Ft=350 PSI, E=1100 KSI SOUTHERN PINE #2 SPECIFICATIONS PER LATEST SOUTHERN FOREST PRODUCTS ASSOCIATION (SFPA) 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 PLATES IN WALLS. METAL CONNECTORS SHALL BE FASTENED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS TO DEVELOP THE PUBLISHED CAPACITY. 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 HANGERS, STRAPS, HOLDOWNS, ETC. SHALL BE MANUFACTURED BY "SIMPSON STRONG -TIE" COMPANY OR APPROVED EQUAL. THE MAXIMUM SIZE AND NUMBER OF FASTENERS SPECIFIED BY THE MANUFACTURER SHALL BE USED UNLESS NOTED OTHERWISE. BLOCKING AND FIRESTOPPING TO BE INSTALLED AS REQUIRED TO SUPPORT ALL ITEMS OF FINISH SUCH AS BULKHEADS AND BUCKS. PROVIDE FIREBLOCKING TO CUT OFF ALL CONCEALED DRAFT OPENINGS, BOTH FOEEUTIC OA HORIZONTAL, BETWEEN CEILING AND FLOOR AREAS (AS REQUIRED BY BUILDING OFFICIAL AND ARCHITECT). 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 TO VERIFY SUITABLE 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. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. • 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 LOCATIONS FROM THE FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT THE STRUCTURAL ENGINEER. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE USING SUPPORT BARS AND CHAIRS. IN ALL CONTINUOUS FOOTINGS PROVIDE #4 ® 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS 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" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 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 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 SIDE OF 2 TO 1.. MASONRY SPECIFICATIONS: MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8 PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. STEM WALLS: 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 NEVER TO ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 © 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". 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 ADHESIVE SUPPLIED BY 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. MIN. EMBEDMENT LENGTH SHALL BE 12 BAR DIAMETERS, UNLESS NOTED OTHERWISE. PRE-ENGINEEREED WOOD 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 WITH NFPA, TPI, AND AITC 100. THE TRUSS MANUFACTURER SHALL PROVIDE DESIGN CALCULATIONS AND SHOP DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER (CONTRACTED BY TRUSS MANUFACTURER) FOR REVIEW PRIOR TO FABRICATION. 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 NEVER TO BE NOTCHED OR CUT. THE DESIGN SHALL ACCOUNT FOR ALL UNIFORM LOADS AND EQUIPMENT LOADS. CONTACT THE STRUCTURAL ENGINEER FOR UNIFORM LOADING AND REQUIREMENTS IF REQUIRED. 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 INSTITUTE'S "HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91" AND " BUILDING COMPONENT SAFETY INFORMATION BOOKLET BCSI 1-03" AND RELATED SUMMARY SHEETS. 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. OFFICE COPY zC:)Z10 , W�EjJNLN <UIn LuLu QZ)C5< < Lf) 12e_ V) W U ®QUER I J An e * - �` STA OF 11.22.19 Christopher I Sabourin PE FL PE#71461 PLAN NAME DODS SSE No. 19-0393 ISSUE DATE PERMIT 11.22.19 REVISIONS DATE ry o O � � zm 12F_� N w pm Z J c7�0�` WQ37 J�w �ZQm LLj In In - U �Z D Q � J LA 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 EOR DESIGN CRITERIA AND GENERAL NOTES SHEET Soso SHEET 1 OF 7 4" CONCRETE SLAB w/ PROVIDE SAW CUTS PER FIBERMESH @ 1.5 LBS/CU.YD. -Z /c--1 ne Milli ncn -rn FOUNDATION PLAN SCALE: 1/4" = 1'-0" 11.22.19 Christopher J Sabourin PE FL PE#71461 PLAN NAME DODS SSE No. 19-0393 ISSUE DATE PERMIT 11.22.19 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. FOUNDATION OFFICE COPY SHEET S1.0 SHEET 2 OF 7 BRICK VENEER, SEE ARCH.— TYPICAL WALL FRAMING AND ANCHORAGE PER CONSTRUCTION SPECS. SLAB ON GRADE, SEE PLAN. ALT. FOOTING AT BUILDERS DISCRETION. \�� 12" 1—STORY, w/(2)#4 CONT. V /\ 16" 2—STORY, w/(2)#5 CONT. or (3)#4 f�,,�, , 6" 6"x8" EXTENSION FOR BRICK - LEDGE ADD 1—#4 CONT. BRICK LEDGE DETAIL MONOLITHIC EDGE FOOTING .; '----a STEP, SEE ARCH. 4 4 (6" MAX.) EQUAL TO SLAB THICKNESS. 7B @ SLAB RECESS BRICK VENEER IS ACCEPTABLE WITHOUT WALL FRAMING INCREASE OF FOOTING SIZE. STEP, SEE ARCH. PLAN. SLAB ON GRADE, SEE PLAN. 00 \ ,-- • 4 3" "x16" 1—STORY, w/(2)#5 CONT. "x20" 2—STORY, w/(2)#5 CONT. MONO. FOOTING AT STEP-DOWN EXISTING NEW WALL WALL USE RED HEAD EPCON G5 EPDXY T/FTG. EL. MATCH z x EXISTING Q *ADD (2) #5x30" J CTR'D DRILL & EPDXY GROUT (6" MIN.) INTO EXISTING FTG. CONT. BOTT. REINF. (SEE FTG. DETAILS) NEW FOOTING TO EXISTING FOOTING CONN. SCALE: 3/4" = 1'-0" #4 DOWEL BAR @ 18" 0. C. WITH 6" HOOK AT BOTTOM CONCRETE CURB SEE 1 /S1.01 SLAB ON GRADE, SEE PLAN. MONO FOOTING WITH CURB DETAILS MATCH DOOR— WIDTH, SEE ARCH. DRIVEWAY BY BUILDER E. J. MATERIAL 1#4 r`r)NIT THICKENED EDGE w/ 1—#5 CONT. 3/4» RECESS SLAB ON GRADE, SEE PLAN. 12"x12" OPTION B 1 #5 CON T. SLAB ON GRADE, SEE PLAN. a OPTION A THICKENED EDGE FOOTING SCALE: 3/4" = 1'-0" EXISTING SLAB NEW POST SEE PLAN 311 MIN. C #3x18" LONG DOWEL BARS EPDXIED 4" INTO EXISTING SLAB (2 EA FACE OF NEW FOOTING TO EXISTING SLAB) FOOFTING SEE PLAN FOOTING INTO EXISTING SLAB SCALE: 3/4" = V-0" EXISTING SLAB ON GRADE 1" DEEP SAWCUT w/ SLAB ON GRADE, ELASTOMERIC SEALANT /SEE PLAN 4 NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. SAW CUT DETAIL EXISTING NEW 4" CONCRETE SLAB w/ FIBERMESH @ 1.5 LBS/CU.YD. 6x6 W1.4xW1.4 'OR BARRIER DE. NEW SLAB TO EXISTING FOOOTING SCALE: 3/4"=1'-0" cg�z U LJLJN>=�Z E—Wln<ulnOw N< Q QUZ�41wFNm ��UmXp�a, BIZ N��Q, 2 u 11.22.19 Christopher I Sabourin PE FL PE#71461 PLAN NAME DODS SSE No. 19-0393 ISSUE DATE PERMIT 11.22.19 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. FOUNDATION DETAILS OFFICE COP JZ o 0�� LZ U0 LL WN>2tn- E—Wu-}Qulnwz QuzQrnm�ccQ�1 zu O @� f -- Z CV M 0) v) LI _ U 11.22.19 Christopher) Sabourin PE FL PE#71461 PLAN NAME DODS SSE No. 19-0393 ISSUE DATE PERMIT 11.22.19 REVISIONS DATE 0 � LL � W LD Zm ry~ J N LU Z Z 00 �1 LD 0 LL wj�UQ J C) J W Z ¢ m uj U Ln Z � Q � J cn 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. FIRST FLOOR F 11 RAMING PLAN OFFICE COP SHEET 51.1 SHEET 4 OF 7 2x_ RAFTER EXTENSIONS MATCH FYlgTINI, S17F k glgTFR Tn f\rA l r\Tr f" /z\In. .A m^cf r mr'1 ^%Al TO RIDGE w/ A35 ©24"O.C. @24"O.C. ROOF TRUSS PLACEMENT PLAN SCALE: 1/4" = 1'-0" ROOF TRUSS/RAFTER CONNECTION NOTE: FASTEN ALL ROOF TRUSSES/RAFTER TO BEARING WALLS / BEAMS w/(2) 10d TOE NAILS & (1) SDWC15600 SCREW UON. SEE THIS SHEET FOR SDWC INSTALLATION DETAILS S I SYMBOLS LEGEND HTS16 I DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET 50.0. 4. WHEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. TRUSS FASTENING DETAILS STUD DIRECTLY z BELOW TRUSS SDWC1 TOP PLATE TO STUD SDWC15600 TRUSS TIE DOWN WITH SIMPSON SDWC STUD DIRECTLY BELOW TRUSS 6111"[dib010,11I11 Rafter to Top Plate shown Truss to Top Plate similar 7Optimal 223' 10° O• 30' Y2"Max TOP PLATE TO STUD SDWC15600 1. Sloped—roof rafters may be sloped up to and including a 12:12 pitch and must be "birdsmouth" cut. SIMPSON SDWC INSTALLATION RANGE STUD NOT DIRECTLY BELOW TRUSS Reference detail 2a for installation SDWC INSTALLATION Rafter to Top Plate shown (Truss to Top Plate similar) limit NOT DIRECTL ®Do not install SDWC in hatched area SDWC15600 1 1/2' MIN 2" MAX SDWC INSTALLATION RANGE X"' minimum edge distance for full values (with or — without a plate splice) AV from top plate splice Offset for full values Rafter or Truss Splice may be in upper or lower plate SDWC AT TOP PLATE SPLICE STUD NOT DIRECTL J Z O zLLFLj �LUN>:ff I -z LU Q U to W Q U z Cn [_ Z N - MLn Ln W 2 U J. 11.22.19 Christopher) Sabourin PE FL P E#71461 PLAN NAME DODS SSE No. 19-0393 ISSUE DATE PERMIT 11.22.19 REVISIONS DATE O O � w ' LD Z 4<M roo, ~LL, < J N Z UJ Z r) J LL Z O O W � � QU z co U Z Iry j V) Q FIELD ALTERATION LUN I IlAU I UR bHALL UUN I AU I- - 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 TRUSS PLACEMENT OFFICE COP SHEET S1.2 SHEET 5 OF 7 SYP#2 DBL. TOP PLATE -�,. !! 1 I i I L------ I - --� I = SEE DETAIL 1/S2.1. BLOCKING AT ALL I SHEATHING JOINTS: 2x6 FLAT WISE. FASTEN EACH END WITH 2-10d TOENAILS. ONLY REQUIRED AT I SHEATHING JOINTS FOR EXTERIOR WALLS WALL AND SHEARWALLS SHEATHING SEE DETAILS ON S1.01 i I i I I I I I I I I I I L- - - - - - - - - - - - - TYP. WALL SECTIONS SCALE: 3/4" TYPICAL WALL FRAMING NOTES: 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 WINDOW SILL SCHEDULE ROUGH OPENING DROPPED HEAD OR SILL PLATES MINIMUM END FASTENER EACH END 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS < 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS < 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS < 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. 2x- SPF T&B w/ 12d @ 8" O.C. (TYP) SHEATHING w v CONT. AT Q I GIRT/VERT JOINT. 2x SPF RIPPED TO FIT ARCH. DEPTH REQ'D. SECTION A—A x, (4) © 2x8. FULL HEIGHT ANCHOR 6I-� X•' EITHER SIDE OF PLATE HEIGHT CHANGE 2X -BLOCKING ONLY REQUIRED IF SHEARWALL _\ \T SIMPSON H2.5T OR LSTA12 STRAP FOLDED OVER TOP PLATE FASTEN LOWER STUD TO TALLER STUD w/ 2 -ROWS OF 10d COMS 12" O.C. TYPICAL SOLE PLATE NAILING: 0.131x3" TOE NAILS: (3) @ 2x4, (4) @ 2x6, (5) ® 2x8. PT. SYP#2 SOLE PLATE--\ WALL FRAMING AT PLATE CHANGE CONDITION TYP. WALL SECTIONS SCALE: 3/4" (6)12d TOE NAILS TOP & BOT. A KING & KING & JACK JACKS ;:I:: STUDS SEE PLAN PER PLAN 1-4 Al SIMPSON LTP4 ON INSIDE FACE, IF NO JACK STUD BOX BEAM BETWEEN WINDOWS IN TWO STORY FRAMING WINDOW HEAD AND SILL FRAMING SCALE SYP#2 HEADER, PER PLAN �OPENING I FASTENER� I l CONVENTIONALLY STRAP CONVENTIONALLY STRAP WHERE ANCHOR IS SPECIFIED ON WHERE MAX. ANCHOR WHERE MAX. ANCHOR PLAN ADJ. TO GIRDER/BEAM SPACING IS EXCEEDED SPACING IS EXCEEDED LOCATE ANCHOR WITHIN 6" OF POST. I I I I I II I I I I I I I I II I I I I I I II i I I l iPOST, PER I I i i I PLAN I I I I I I I I I MAXIMUM SPACING i I I I I I I SEE THREADED ROD I I I I I I SPECIFICATIONS ON I I I I SOLID BLOCKING I PLAN I 1 i I I I WITHIN FLOOR I I i I i i i I (TYP) I I I I II i I I --- -- i --i----- ---I L-----—------� FL00RII RU�S OR JOIST I TF �L)�S16—�'-1--—---I--I�--+-------r-------� j (TYP) I I I I I TEADER,I i i j YPICA I I I I i I I I I i I I I f I I I I I I I I I I i I I I I I I I I I I II I I I I II I I I I II I I I i I I I POST TO I i I I I MATCH I I I I I POST ABOVE I I I II I I I I II I I I I II I I I I I I II I I 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 SCALE: N.T.S HEAD OR SILL L PLATES 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 i VENLY SPACED SYP#2 HEADER, PER PLAN I I_ FOUNDATION, SEE PLAN WALL FRAMING AT RAISED HEADER CONDITION (2)12d TOE NAILS E.E. (MIN) FULL HT ANCHOR TERMINATES AT UPPERMOST TOP PLATE WASHER w/ NUT AND WASHER 0 DOUBLE TOP PLATE SOLE PLATE ANCHORS STEEL COUPL=R PER SCHEDULE ON PLAN. (OPTIONAL, LOCATE AS NEEDED) SEE TABLE AT RIGHT FOR EPDXY EMBEDMENT AND EDGE DISTANCE. FULL HEIGHT THREADED ROD SEE PLAN FULL HEIGHT ANCHOR, SEE PLAN FOR SIZE AND LOCATION CEILING JOISTS PER PLAN. (8)10d FACE NAILS 4'-0" MIN: 8" _� 2'� t/2 MAX. MIN. FROM SOLE PLATE BREAK TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 © 12" O.C. STAGGERED DROPPED HEADER SYP#2 HEADER, PER PLANS WINDOW SILL SEE SCHEDULE 3/S2.0 FOR SILL SIZE AND CONNECTION EACH END WALL FRAMING AT DROPPED HEADER CONDITION ROOF RAFTER PER PLAN CONVENTIONAL ROOF DETAIL UPLIFT CONNECTOR SEE PLAN FULL HEIGHT THREADED ROD SEE PLAN FLOOR FRAMING FOUNDATION, PER PLAN. I EMBEDMENT DEPTH 0 FULL HEIGHT ANCHOR WALL SECTION UPLIFT CONNECTOR AND (2)12d TOENAILS EACH SIDE OF RAFTER. "I,� 2x_ SPF#2 FULL DEPTH BLOCKING. 00 PLAN T) SOLE FULL HT. DOUBLE PLATE ANCHOR TOP PLATE. WALL STUD 0 (AOR POST. ELEVATION41 O O AT SILL PLATE ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING FASTENED w/ 3-0.131"x3" EA. END TYPICAL. SHEATHING MAY EXTEND 2" PAST BLOCKING- WINDOW ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. JACK AND KING STUDS, SEE PLAN SOLE PLATE ANCHOR: V2 "0 x 6" LG (MIN 3j" EMBED.) THREADED ROD ANCHOR DRILLED & EPDXY w/2"O x All PLATE WASHER, SEE SCHEDULE BELOW D nn IVI IAI vv FULL HT, ANCHOR FULL HT. ANCHOR AT TOP PLATE FULL HEIGHT ANCHOR INSTALLATION CHART TYPICAL HEADER NAILING 0.131X3" TOE NAILS TYPICAL STUD NAILING: 2X6, 2x8 = (5) NAILS 0.131x3" END NAILS: 2x10, 9" LVL, 2x12 = 11" LVL (7) NAILS = (7) NAILS (2) © 2x4, (3) ©2 6 14 LVL, » 16 LVL = (9) NAILS x, (4) © 2x8. FULL HEIGHT ANCHOR 6I-� X•' EITHER SIDE OF PLATE HEIGHT CHANGE 2X -BLOCKING ONLY REQUIRED IF SHEARWALL _\ \T SIMPSON H2.5T OR LSTA12 STRAP FOLDED OVER TOP PLATE FASTEN LOWER STUD TO TALLER STUD w/ 2 -ROWS OF 10d COMS 12" O.C. TYPICAL SOLE PLATE NAILING: 0.131x3" TOE NAILS: (3) @ 2x4, (4) @ 2x6, (5) ® 2x8. PT. SYP#2 SOLE PLATE--\ WALL FRAMING AT PLATE CHANGE CONDITION TYP. WALL SECTIONS SCALE: 3/4" (6)12d TOE NAILS TOP & BOT. A KING & KING & JACK JACKS ;:I:: STUDS SEE PLAN PER PLAN 1-4 Al SIMPSON LTP4 ON INSIDE FACE, IF NO JACK STUD BOX BEAM BETWEEN WINDOWS IN TWO STORY FRAMING WINDOW HEAD AND SILL FRAMING SCALE SYP#2 HEADER, PER PLAN �OPENING I FASTENER� I l CONVENTIONALLY STRAP CONVENTIONALLY STRAP WHERE ANCHOR IS SPECIFIED ON WHERE MAX. ANCHOR WHERE MAX. ANCHOR PLAN ADJ. TO GIRDER/BEAM SPACING IS EXCEEDED SPACING IS EXCEEDED LOCATE ANCHOR WITHIN 6" OF POST. I I I I I II I I I I I I I I II I I I I I I II i I I l iPOST, PER I I i i I PLAN I I I I I I I I I MAXIMUM SPACING i I I I I I I SEE THREADED ROD I I I I I I SPECIFICATIONS ON I I I I SOLID BLOCKING I PLAN I 1 i I I I WITHIN FLOOR I I i I i i i I (TYP) I I I I II i I I --- -- i --i----- ---I L-----—------� FL00RII RU�S OR JOIST I TF �L)�S16—�'-1--—---I--I�--+-------r-------� j (TYP) I I I I I TEADER,I i i j YPICA I I I I i I I I I i I I I f I I I I I I I I I I i I I I I I I I I I I II I I I I II I I I I II I I I i I I I POST TO I i I I I MATCH I I I I I POST ABOVE I I I II I I I I II I I I I II I I I I I I II I I 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 SCALE: N.T.S HEAD OR SILL L PLATES 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 i VENLY SPACED SYP#2 HEADER, PER PLAN I I_ FOUNDATION, SEE PLAN WALL FRAMING AT RAISED HEADER CONDITION (2)12d TOE NAILS E.E. (MIN) FULL HT ANCHOR TERMINATES AT UPPERMOST TOP PLATE WASHER w/ NUT AND WASHER 0 DOUBLE TOP PLATE SOLE PLATE ANCHORS STEEL COUPL=R PER SCHEDULE ON PLAN. (OPTIONAL, LOCATE AS NEEDED) SEE TABLE AT RIGHT FOR EPDXY EMBEDMENT AND EDGE DISTANCE. FULL HEIGHT THREADED ROD SEE PLAN FULL HEIGHT ANCHOR, SEE PLAN FOR SIZE AND LOCATION CEILING JOISTS PER PLAN. (8)10d FACE NAILS 4'-0" MIN: 8" _� 2'� t/2 MAX. MIN. FROM SOLE PLATE BREAK TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 © 12" O.C. STAGGERED DROPPED HEADER SYP#2 HEADER, PER PLANS WINDOW SILL SEE SCHEDULE 3/S2.0 FOR SILL SIZE AND CONNECTION EACH END WALL FRAMING AT DROPPED HEADER CONDITION ROOF RAFTER PER PLAN CONVENTIONAL ROOF DETAIL UPLIFT CONNECTOR SEE PLAN FULL HEIGHT THREADED ROD SEE PLAN FLOOR FRAMING FOUNDATION, PER PLAN. I EMBEDMENT DEPTH 0 FULL HEIGHT ANCHOR WALL SECTION UPLIFT CONNECTOR AND (2)12d TOENAILS EACH SIDE OF RAFTER. "I,� 2x_ SPF#2 FULL DEPTH BLOCKING. 00 PLAN T) SOLE FULL HT. DOUBLE PLATE ANCHOR TOP PLATE. WALL STUD 0 (AOR POST. ELEVATION41 O O AT SILL PLATE ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING FASTENED w/ 3-0.131"x3" EA. END TYPICAL. SHEATHING MAY EXTEND 2" PAST BLOCKING- WINDOW ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. JACK AND KING STUDS, SEE PLAN SOLE PLATE ANCHOR: V2 "0 x 6" LG (MIN 3j" EMBED.) THREADED ROD ANCHOR DRILLED & EPDXY w/2"O x All PLATE WASHER, SEE SCHEDULE BELOW D nn IVI IAI vv FULL HT, ANCHOR FULL HT. ANCHOR AT TOP PLATE FULL HEIGHT ANCHOR INSTALLATION CHART THREADED EITHER © O CONDITION OR 0 RODO WOOD PLATE HOLE CONCRETE HOLE WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 '/2 "0 1/2 "0 2x2x'/8 „ 4„ 4" 2„ 3„ 1/2 %"o 9/16 "0 3x3x'/4„ 6>, 6„ 2Y2„ 3„ 5/8 1 3/4„ O 3/4 "0 3x3x'/4 " 10" 10" 2Y„ 3„ MONO I STEM I MO�STEM THREADED ROD INSTALLATION CHART 7 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 b EXT. WALL SPACING SHEARWALLS SPACING WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 40" 16" 2x2x'/8 „ 31/2)) 1 3/4„ 1/2 48" 24" 2x2x'/8 " 3'/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 CONSIST OF %"0 A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE TOP PLATE, PROVIDE A 2"x 2"x Ys" STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) ROD INSTALLATION AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE %" LARGER THAN THE DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG -TIGHT CONDITION PLUS ONE-HALF TURN OF A STANDARD WRENCH (APPROXIMATELY 30 FT. -LBS. OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL RE -TIGHTEN NUT TO 30 FT. -LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS OFFICE COPY JZ c z_j u MOM�W(Puju'�z WSW nry <ulnw <uzmL<Nm —Qmm � V) Qp LD u< mq o Ln Uj U 11.22.19 Christopher I Sabourin PE FL PE#71461 PLAN NAME DODS SSE No. 19-0393 ISSUE DATE PERMIT 11.22.19 REVISIONS DATE FIELD ALTERATION C0NTRACTOR 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 SAB0URIN 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. TYPICAL WOOD FRAMING DETAILS SHEET CNFFT C, nr -� DBL. TOP PLATE 6" MAX O O 00 8—GUN NAILS o oa FULL HEIGHT ANCHOR OR HOLD DOWN AT BASE OF POST OPTION A DOUBLE TOP PLATE CONTINUOUS OVER 6„ HEADER M AX__�\ 8—GUN o NAILS A— OPTION B NOTCH HEADER BELOW TOP PLATE PORCH HEADER, SEE PLAN. MIN. (2)2x4 WOOD BELOW. & (1) ADJ. TO PORCH HEADER. LSTA12 FOLDED OVER TOP PLATE w/5 -10d NAILS INTO TOP PLATE & 5-10d NAILS INTO BEAM. SPACE @ 24" O.C. MIN. (2)2x4 WOOD BELOW. & (1) ADJ. TO PORCH HEADER. TYPICAL PORCH BEAM CONNECTION SCALE: 3/4" = 1'-0" RIDGE PER PLAN SDWC15600 2x4 © 16" O.C. w/ OSB SHEATHING FASTEN TO EXISTING ROOF TRUSS TOP CHORD w/3—SDWC15600 SCREWS AT EA. INTERSECTION OR 24" O.C. WHERE PONYWALL IS OVER BEAM. ROOF SHEATHING PER SPECIFICATION i PONY WALL OVER EXISTING TRUSSES SCALE: 3/4" = 1'-0" 1. SIMILAR WHERE PONYWALL IS OVER BEAM. 8d COMMON NAILS AT 3" O.C.(TYP) ROOF SHEATHING EXISTING ROOF MEMBER. ROOF LEDGER SCALE: 3/4" = 1'—O" 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. NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL 3. O DENOTES FULL HEIGHT ANCHOR, SEE PLAN 4. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN LOCATE FULL HEIGHT ANCHOR ON SIDE OF CORNER WHERE UPPER 2x4 BLOCKING TOP PLATE OVER LAPS @24" O.C. FASTEN EAI'H END w/3 -10d TOENAILS STUD BELOW I LOWER TOP PLATE AT BREAK OVER LAP DOUBLE TOP PLATES ORTHOGONAL VIEW OF CORNER 4-10d COMMONS WALL INTERSECTION CONDITIONS CORNER WALL INTERSECTION CONDITIONS CONDITIONS FRAMED WALL CORNER AND INTERSECTIONS STUDS CQNFIG URATIONS SCALE: 3/4" = 1'-0 RAFTER PER PLAN 7/6" OSB FASTEN W/ �— 8d @ 6" O.C. EDGE AND FIELD EXISTING ROOF SHEATHING " STEEL PLATE FIELD WELD TO L—BRACKET w/ Y4" FILLET WELDS AT ALL INTERSECTING SURFACES. ATTACH TO HIP W/ 4-3/4" 0 THRU BOLTS. " STEEL L—BRACKET ATTACH TO TOP PLATES W/ 6-1 /2"OX4" LAG BOLTS W/ NUT & WASHER. uln <Irr nl AM SECTION VIE\&' HIP CONNECTION TO BEAM DETAIL SCALE: 3/4" = l'-0" NEW ROOF RAFTER ROOF LEDGER EXISTING ROOF RAFTERS J"x6" SDS @24"O.C. EA SIDE OF BEAM NEW BEAM SEE PLAN EXISTING ROOF SHEATHING A35 ANGLE ROOF SECTION AT NEW RIDGE SCALE: 3/4" = 1'-0" ROOF RAFTER SIMPSON H2.5T EACH RAFTER. 2x4 WOOD BLOCKING SIMPSON SDWC15600 @ 32" O.C. 2x4 PONY_ WALL SDWC15600 SCREW @ 24" O.C. SIMPSON 8d ® 3" O.C. @ SDWC15600 @ EDGE OF SHEATHING. 32" O.C. WALL 2x4 PONY_ SHEATHING WALL 8d © 3" O.C. @ EDGE OF SHEATHING. SDWC15600 SCREW_ ROOF @ 24" O.C. SHEATHING ROOF FRAMING PONYWALL w/ TRUSSES PARALLEL PONY WALL DETAIL SCALE: N.T.S " STEEL PLATE FIELD WELD TO L—BRACKET w/ Y4" FILLET WELDS AT ALL INTERSECTING SURFACES. ATTACH TO HIP W/ 4-3/4" 0 THRU BOLTS. I� HIP BEAM "r 5—Y2"x4" LAG " STEEL L—BRACKET -= BOLTS. ATTACH TO TOP PLATES W/ 6-1 /2"OX4" LAG BOLTS W/ NUT & PLAN VIEWAT CORNER WASHER (4)12d TOE—NAILS (2 EA. SIDE) H2.5T © EA. OUTLOOKER ROOF RAFTER SIMPSON H2.5T 2x4 WOOD BLOCKING 8 d @ '3" 0. C. @ EDGE OF SHEATHING. WALL SHEATHING 8d © 3" O.C. EDGE OF SHEATHING. ROOF /—SHEATHING YWALL w TRUSS (2)2x4 BLOCKING © 24" PERPENDICULAR O.C. FASTEN BLOCKING TO TOP CHORD OF TRUSSES w/ 4-10d EACH END. 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" = l'-0" 2x4 SYP#2 OUTLOOKER @24" O.C. 2x4 @16" O.C. RAKED PONY WALL. RAKED GABLE PONY WALL OVER HEADER SCALE: 3/4" = 1'-0" OFFICE COP"f --I U 2 0 z 0 n/ Z u- d 00I—WNQuNo QUzmL`� m �rnm�Q [—z N �CPD ur)w u i 11.22.19 Christopher J Sabourin PE FL PE#71461 PLAN NAME DODS SSE No. 19-0393 ISSUE DATE PERMIT 11.22.19 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. TYPICAL WOOD FRAMING DETAILS SHEET SZ.1 SHEET % OF % A-1: COVER PAGE A-2: LOT COVERAGE CALCS A-3: SITE PLAN A-4: CONSTRUCTION SITE MANAGEMENT PLAN A-5: FOUNDATION PLAN A-6: AS—BUILT FLOOR PLAN A-7: AS—BUILT ROOF PLAN A-8: A-9: AS—BUILT ELEVATIONS AS—BUILT ISOMETRICS A-10: PROPOSED FLOOR PLAN A-11: A-12: DIMENSION PLAN PROPOSED ROOF PLAN A-13: A-14:PROPOSED PROPOSED ELEVATION ISOMETRICS A-15: ELECTRICAL PLAN A-16: FURNITURE PLAN DOO • DO A 'O DETAILS A FOUNDATION 5URVEY 5HALL BE PERFORMED AND A COPY OF THE 5URYE7' 5HALL BE ON THE 51TE FOR THE BUILDING IN5FECTOR'5 U5E PRIOR TO FRAMING. ATLANTIC E3EACH, FL 32233�5601LOT 1 i E3LOCK 10 ...)F.L\/A MARINA UNIT • BUILT BY: TOM TROUT, INC 556q�l f3oNDEN ROAD JA6K50N\/lLLE FL 32216 q04�131�5412 CE300261 I L M N O L L O lr2 C N C V L -c fl I C N -0 > 45o O N E O E0��a) Q O N N -p .L '�'' ro N >` — "n L (0 (n "O I A FOUNDATION 5URVEY 5HALL BE PERFORMED AND A COPY OF THE 5URYE7' 5HALL BE ON THE 51TE FOR THE BUILDING IN5FECTOR'5 U5E PRIOR TO FRAMING. ATLANTIC E3EACH, FL 32233�5601LOT 1 i E3LOCK 10 ...)F.L\/A MARINA UNIT • BUILT BY: TOM TROUT, INC 556q�l f3oNDEN ROAD JA6K50N\/lLLE FL 32216 q04�131�5412 CE300261 I L M N O L L O lr2 C N C V L -c fl I C N -0 > 45o O N E O E0��a) Q O N N -p .L '�'' ro N >` — "n L (0 (n "O L L > t O U2 6=o0c 0 4-- m m N U Q uj ci a mCLU fo O O I— � C O � U .61 :3VI L L v R O Q U j P MIT SET 1 // 1 U °~- °- .4 p (1) = a) U C o i J x ra ,Q O L 0 94 C OL N C "O L U C O f0 } U U N � fOn' •n v m .i., L n. U N Q N L C L U -0 i' 7 N O ma O C OC > _c z U C ra m� N O N r0 — v c s I v c ~ o g L 44 — cm 4-J w a -Fn E2c axi 0 xL 0 BOO–C o 42U 7 0 U Sai J v c �E – O U O C +' . a (n.> o m o c N w C Q 0 E ate+ C 3 C rp 'L r0 4N N C 3 ° rno � cu a=+ 'O C � � to fu Q x ro O °1C C� a O 0) cn cu _c O C f1I r0 3 -0 N O C C 2 t M O 4� p 0 U ) r6 0) N.E "un O O C �> C = L .� � 475 O 3: -0 N O C p rn > 44 ._. u L Q = O J E� -a V) 4 ?, (n C C m toT mo :F T 4-1 CU a)m,o .2 'a .20) •v 4F > Q, a O u � o 0 4 4-1aJ C U L V � a WIND ZONE/UTILITY INFORMATION: o 0)Q- 1) W c W 1 3 _. o m 130 MEXPOSURE "D" IOU O � mc,Bmb ® N -p .L '�'' ro N >` — "n L (0 I D—B RN DEBRIS AREA: N ® > t O U2 6=o0c d1 Qi O% a� L ct� C .p C > N U w O RISK CATEGORY: II- j 0 uj ci a mCLU fo O � C O � U .61 :3VI L L OCCUPANCYCLASSIFICATION: R 3z o®o 0 oC N LIVE LOAD (LBS/SF): 40 z +' C p ° O ~ DEA LO ( /) L S S 2 "� C 0~ o O 0-< ° a ) U O "O BUILDQ IN CODE: FBC 6TH EDT O 47 N � L � rO �> U) o ° CL SEWER:LIC, JEA 00 ��2 'a0 a �= o.3 z ° o a PUBLIC JEA 21 E 0 O W o f POWER: P BLIC JEA Ln Lu EVACUATION z LuJ ONE: 1°A" ;N NE_ O U U � a�E� FL ZONE: "X" w �C�Cv0) �'2� � �� 1.1. L Q 6 ' � = a�" c > FLOOD MAP: 1 031C407J o L QaW 0 0-OU o L DAT : 11/02 2018 / 220=vo L L O e L rA L � YEAR R BUILT: 1972 o�Qo°Oct w_ GR UP —3 OCCUPANCY v Z A rn - L0 -C 5 c: cu .j 12 ao° �� uo� w< Q C-0, T ITI N FLORIDA°k—Z J C raL VU0,00 p U�� v's BUILDING I G CODE Q a JBI4- STRUCTU AL ENGINEERING: w ' �(C ou- fEo W ENGINEERING Lua w °_c W O PLAN # 475 `W r 0 W c z E L cc IOU O � Ln N -p .L '�'' ro �=�L M �fn L (n •L L d1 Qi O% a� L ct� C .p C > N j 0 uj ci a mCLU fo O L L y U-arnvto0 PLAN # 475 `W r 0 W z 0 0 Ln M M j 0 uj ci Ol M 0 W o®o 0 oC N z Q O 9 oQ O 0-< ° a LL- z O a U) o ° CL c 00 z ° o a ° 0 O W z° a Ln Lu z LuJ = W O U U u L Ln E 0 .—m. Q u � ( Q ° -a o N M OL 0 ° ,CL DATE: 12/4/2019 SCALE: N.T.S SHEET: A-1 z 0 0 Ln M M j 0 uj rj M Ol 0 W o®o 0 oC N 0 sON oQ 0-< a LL- Ln LU W U) � � c 00 z b� W ° 0 a DATE: 12/4/2019 SCALE: N.T.S SHEET: A-1 A5 -BUILT 517E CALCULATIONS: ZONING: AR5-L LAND AREA: 0.436 ACRES=ATLANTIC BEACH 1 g,Og3.80 S.F. EXISTING HOME COVERAGE:SETBACKS: 2,48.08 S.F. ENTRY PORCH COVERAGE:FRONT. 25 63.63 S.F. 2-5TORY GARAGE COVERAGE: 828.80 S.FSIDES. 1.5 S.F. , AC PA05 COVERAGE: REAR. 25 1 g.8q 5. F. MAI o _ CONCRETE/EW• 0 538.68 S.F.R PATI • X LLO1ol,ABLE IMPERVIOUS: 45% 81582.21 DRIVEkNAY:2,461.4 S.F. S.F. 1' ENTRY kNAL KNAY: 101.13 S.F. MAX BUILDING HEIGHT: 35' , , COVERED 268. 1 q S. F. NALKNAY/PAV R • POOL SETBACKS. E 5. BRICK COLUMNS: 3. 82 S.FNOTE: AN EX15TING MASSIVE GARAGE & EXTRA F. PUMP HOUSE:21.60 S.F. DRIVENAY 1IINA5 PREVIOUSLY TORN DONN BY TOTAL IMPERVIOUS: it 161.06 5. F. PERMIT IT BY THE CURRENT ONNER5 GETTING � TOTAL IMPERVIOUS: 3"7.50% .50/a RE DY FOR THESE RENOVATION5/ADDITION5 MAP 5HONI NG BOUNDARY SURVEY OF i&W"" NG TO THE PLAT OF UNIT NO.. A5 RECORDED IN PLAT BOOK 34, PAGE(5) 51, 51A & 51 B OF THE CURRENT PUBLIC REGOR05 OF DUVAL COUNTY, FLORIDA. LOT 2, BLOCK 10z LOT 3, BLOCK 10 / 5. F. Z 41060.18 S.F. >< 1/2" S.F. pro q REBAR S.F. FRONT 51 D�� NALK: E 120.50' (M) o LB 5488 S.F. V2" m N 12151'22" "- M N J IRON PIPE �, r 0 120.50' N -(2 50 2 2 E - S.F. BRICK GOLUMN5: -- - S.F. 0 8 --- _ - S.F. -.._. -..' -- 11066.11 2.6' TOTAL IMPERVIOUS: 7ea- 5.F% TOTAL IMPER\/IOU5: TI o 38.81% o" -am 0 ■ \ L V O 'L } m U O O Q 7 0 30.4' --- N O Oz N 2 -STORY - � W a-0 L U J -:,L_ U q fi o, GARAGE/APT o I ry , I C O io 922.80 5.F. p1 � cc:: � a I I � u u2�_� i - o w U C 3 0.4 ' I L � U) Q) N D'-Otum I Q �4, 3 °,U• z FRAME III 2 _z; a LU .. I �� a� L - - C - O d.- w ? -'� PUMP v F N ''I r - _ ., O N _ w p a d- z > p g a w 'N J HOUSE m O c - Ln U 21.6@ 5. F. U i �, _ '� 1z a v I 2. v H T L .N r0 w ° 2 u� E Lm LL O co ri -- >. u 0 PATIO CONCRETE/ ,,d O C O O _ ° L -6 u- N I lil r a O 3 'E I I PAVERS: 538.68 S.F. < O N F- z > Z w _ -- O !Il m F- L 4 Q z z L c' ERS 39.6' �- PAV J 4 civ ' `_ 0.4' r- O Q 4 r O J C C ] 1 -STORY BRICK �� > Ul �� O Q. O �u� O a z RESIDENCE NO. 415 q } �� COVERED 2,148.08 S.F. L O � 0 'll �C C ILu CONCRETES N C w 41 u 355' 6 .Z I I m _- mo 22.1 � I I _ _ U u N L >LL1 35 BRL - --�- 29.8' -Y -0 -ro C 4 ° I III Try (PER PLAT) i O N C U `+-4- O -O U ° O I '6 I it 51DEINALK 03 % @ :�, 5 rd U � Im m m 1 101.13 S.F. I li O 113 L O N +-' • I PG 3/4" Al 25 1/2 S 18°03 10 W 130 14 (R) 518°2315 W 130.20 (M) IRON PIPE z `5 18°03'10" W120.00' (R) 112 N z IRON PIPE - IRON PIPE O 1 518°03'10" W 119.95' (M) m O u VI U .�..� T � I w\ /I BEARING REFERENCE LINE d I L (6 _'u L N _ O O "� FALM!^IOOD LANE (60' RIGHT OF WAY) 1.5' CURB AND GUTTER FLOOD ZONE "X' = AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANGE FLOOD PLAIN I FLOOD ZONE'_X (SHADED)"= AREAS OF 0.2% ANNUAL CHANGE FLOOD; AREAS OF 1%ANNUAL CHANGE WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH AREAS LE55 THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANGE FLOOD. y E Y Q R -DRAINAGE GENERAL NOTES ' S U U _C v _E 1, 5EARIN65 ARE BASED ON PLAT BOOK 34, PAGE 51 B / � 4= U 0 'L U 2. STRUCTURENO. D MAPS HEREON LIES WITHIN FLOOD ZONE AS BEST PIETERMINED FROM F. E.M.A. FLOOD MAPS PANEL NO. DATE4AT 06-03-2013 ' j 5 50G IST E D 5 U RV EYO R5 I N G ! 3 THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS, PIPES AND UTILITIES, IF ANY, NOT DETERMINE[).1 ® ✓�,//��L� /� - LAND & ENGINEERING 5URVEY5 4. JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT LOCATED BY THI5 SURVEY. 5. TH155URVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PU3LIG RECORDS WERE NOT SEARCHED 3646 BLANDI NG BOULEVARD BY THIS SURVEYOR FOR EASEMENTS TITLE, COVENANTS, B.R.L, S RESTRICTIONS, CLOSURES, TAKINGS ~ MR JACKSONVILLE, FLORIDA 322106. OR ORDINANCES, ETC. THEHEAVYLINESHOWN HEREON, MAY NOT INDICATE ACTUAL OWNERSHIP.� 904-111-6468 T UNLE55 OTHERVN15E STATED ALL IRON PIPES FOUND HAVE NO IDENTIFIGATION, - AG=AIRCONDITIONER ��p ERTIFIGATEOFAUTHORIZATION NO. LB000545b L BRL = BUILDING RESTRICTION LINE Br =BUILDING TIE PSM=PROFEss1oNALsuRveroR&MAPPER U.pU > M E BTN \------= _- N L •0 > = BETWEEN R = RADIUS G (G) = COMPUTED FROM RECORD I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY „ (R) = RECORD E - C&R = COVENANT5 & RESTRICTIONS RI -5 =REGISTERED LAND SURVEYOR GH =CHORD DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL N (GNR) =GAN NOT READ Rita = RIGHT OF WAY co=coNGRETE (iYP)=TYFJGAL-- COPY STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER 5J-11.050& D SET IRON PIPE (IP) OR REBAR GOVD=COVERED Assocsuftv oRLe.saae U aha -4 N O L rp THROUGH 17.052, FLORIDA ADMINISTRATIVE CODE, CHAPTER 412, E8 = ELEGTRIG BOX -_ FOUND IRON PIPE (IP) OR FIN F.S.A ET=ELECTRIC TRANSFORMER&PAD 4� n L .L O ® C-3) c (� D > O PouNDcoNCRETEIFE MONUMENT (CM) LEA = JACKSONVILLE ELEGTRIG AUTHORITY 0m�� X _.GROSS GUT OR DRILL HOLE B L =LENGTH OF ARG U L_ __ 0 ' ---. _. --NAIL 8 DISC LB = LICENSED BUSINESS CHAIN LINK FENCE i B 1 --- X--X--X- I LS =LICENSED SURVEYOR h _x _x ,< - R (M) = MEASURED -- - METALFENCE -- CHARLES B. HATCHER - - - -- FLORIDA GERTIFIGATE NO. 3771 W - WIRE FENCE =oFTGA REcoRDSBooK u lJ TE CHARLESL.STARLING FLORIDA CERTIFICATE NO. 4579 : LI`I ORV = O'FlGIAL RECORDS VOLUME I u -Illi LU OVERHEAD UTILITY ` _ HEADUTI J L RAYMOND J. SGHAEFER FLORIDA CERTIFICATE NO. 6132 11 I PG - POINT OF CURVE PGC = PO1NTOF COMPOUND cuftvE �6 -- FIRE HYDRANT PEO = POOL EQUIPMENT PAD 'I - -PHONE R15ER T PI = POINT OF INTER5EGTION--WATER METER JOB NO. 72592 DATE 06-02-2018 I PRG = POINT REVERSE CURVE c�, -- -_ __ UTILITY POLE PRM =PERMANENT REFERENCE MONUMENT SCALE; 1 -3O .DRAFTER WF O FN PT =POINT OF TANGENCY -- ----GUYANGHOR --- PLS = PROFE55IONAL LAND SURVEYOR L\ -- -- - CENTRAL ANGLE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER I SCALE: 1 if = 30' - 011 A FOUNDATION SURVEY 5H,4LL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR'S USE PRIOR TO FRAMING. TOTA�L. /MPFRV/OU5 NOTE• 5EG7�070N 24-66 (aJ OF TNF LANLP DEVELOPMENT RE&/LAT/ON5 ALLO"5 UP TO ` AN I EXTRA 250 5. F. OF /MPEy?V/OU5 PROPOS • ED 517E CALCULATIONS. F r LAND AREA: 0.438 ACRES= p 1 q,Og3.60 5. F. TOTAL HOME COVERAGE: 41060.18 S.F. AC PAD5 C(�DVERAGE: 1 q.8q S.F. CONCRETE PATIO: 82.08 S.F. FRONT 51 D�� NALK: 241.5q 5q S.F. DRIVENAY: 1,814.315.F. "- M N J STEPS: 10.86 S.F. BRICK GOLUMN5: 1.86 S.F. EQUIPMENT" PA DS.: 16.00 S.F. FUTURE POOL & PAVERS: 11066.11 S.F. TOTAL IMPERVIOUS: 11411.06 5.F% TOTAL IMPER\/IOU5: TI o 38.81% CONTRACT NOTE: CONTRACT AND Z:) F t: k. -o I [- I UA I I It' IN S TAKE PRECEDENCE OVER THESE DRAWINGS. ANY CONFLICT WILL DEFAULT TO SAID DOCUMENTS. L (n "IL O N L O C O C a-+ L cc ° ' sp Q N i= O aj O (u �O a O L 1= E O U r ru fo_ "- M N J '> V C of Co, (n -0 L Q) I � UC O O 'o e C;para N 9 Q N 2:c 0.� I aL•3 0,� QLu TI o DoE o" -am 0 ■ \ L V O 'L } m U O O Q 7 0 L fo @ Q) N O Oz N o v U � W a-0 L U J -:,L_ U w ro Q XL I C O fo m-0 U p1 � cc:: � a O C (n O u u2�_� O C L E - o w U C O ._ L � U) Q) 2®' R_ARBRL ----------------- I I I CV c' J M 20' FRONT BRL 5 l8° 03' 10" E 120.00 SCALE: 1" = 10' - 0" C � a •� o 0120 .�01 �0 221,_---�,,xN 12_ W _-, �_�� L. L110 sp Q N i= O _ �- -_--- 'u N L O >' g z - '3 _ _- - - ----- -- I E��J U r ru fo_ "- M N J � o �+ 3 VC ra U 01 O N = =Q)1✓ O � �I ICU:° Q) I � UC O O 'o e C;para N 9 Q N 2:c aJ N J E I I CL N U O QLu TI o DoE 2®' R_ARBRL ----------------- I I I CV c' J M 20' FRONT BRL 5 l8° 03' 10" E 120.00 SCALE: 1" = 10' - 0" W 0 O L= U 0) •� W N W L110 sp Q N i= O ry) I 'u N L O I w C - C °L ° =U I E��J I- "- M N J � o �+ 3 VC ra U O C 'Fu a O � �I ICU:° N O U O C E 'o e C;para N 9 z/N�/'�T`� aJ N J E I � O CL N U O QLu TI o I o" -am 0 ■ \ ` a-+ >S Z } m U O O Q 7 0 L fo @ Q) u41 O C - N W I y,, QJ N o N>, > L g -0 C m N (u � W a-0 L O m �, C U L = O ro I C I O ° O U � N r0 > I C O fo m-0 U p1 � cc:: � a 0 3 u o O C L E - o w aha C Uj LL U Q L � U) I o C C roo O +, D'-Otum O Q �4, 3 °,U• z ru, 2 _z; a a® a a� L - - C - W 0 m 0) O` U W -0 } w i I-- cu L110 sp 3 ry) .� Z ,a (0 I .� N 0 �(u-0J, _ a � O ~ N �E N �a� I- I � o �+ 3 VC ra U z O � �I ICU:° 'o e C;para > ® z/N�/'�T`� I' / V' CL N U O QLu TI o - O O U TJ C , a y V L 0 ra >' N a-+ >S Z } m U O O Q 7 0 Q u41 O C - N W I y,, QJ N o N>, > L g -0 C m N (u L O m �, C U L = O Q O ° O I _ v : I fo m-0 U 41-79/16 0 3 u o O C L E U aha C Uj LL U Q L � U) 0 u� D'-Otum �4, 3 °,U• z 2 _z; a® a a� L H o�°�uo0) 4� C = C O .J O w U U a o L .N r0 ° 2 u� E >. u 0 O C O ° L -6 a O 3 'E I I 4'� �-0� 2) L > ro L O J C C ] O Q. O �u� O - c L O � 0 'll �C C N C 41 (')oo�� o L I _ U u N L >LL1 -0 -ro C 4 ° I i i O N C U `+-4- O -O U ° O - 03 % @ :�, 5 rd U � O 113 L O N +-' z -w U I °a"ia ° ma o a_+ N U w U N Q UC O u VI U .�..� T L (6 _'u L N _ O O "� U O U' - cn U U _C v _E / � 4= U 0 'L U I z O CL a� L J L L O a O- O O w O 0 u- > m C m N U) a C O t a•ra U.pU > M �7 0 0 V L, C i N L •0 > (U u 0 � ° c OFFICE O .L COPY O -a U aha -4 N O L rp c +a L ° L 4� n L .L O ® C-3) c (� D > O 0m�� U L_ __ 0 W 0 1✓ , O` U W ul Ol � L110 sp 0 ry) .� Z ,a E O O O U I- m M U z O > ® z/N�/'�T`� I' / V' z QLu TI o 0 � N ,j Z } m z Q JLL O > N o U) Q Q �Q U a LL �0° 0 � u o 0 U 00 Q z 0 u� z j a® a H J = .J O w U U DATE 12/4/2019 SCALE: AS NOTED SHEET: A-2 1✓ , O` U ul Ol � L110 sp 0 ry) .� Z ,a E O DATE 12/4/2019 SCALE: AS NOTED SHEET: A-2 V7/ ul Ol � L110 00 0 ry) 0 Ln O O U I- m M U O > ® z/N�/'�T`� I' / V' z QLu TI o 0 � N Z } m � �O O JLL N o Q Q Q �Q U �z LL �0° LU � u U 00 z u� 00 j a® a Q DATE 12/4/2019 SCALE: AS NOTED SHEET: A-2 N ul Ol � 00 ry) k, N a. O O U m U O � N W M J LLL m J rl H Z } m � �O � U m Q DATE 12/4/2019 SCALE: AS NOTED SHEET: A-2 T P I ON.PROP05ED L (!1 L L C .L 51TE G,�LGUL�TIONS: = 3 E ° �z° � ° PLAN # BUILDING HEIGI—IT NOT LAND AREA: 0.438 ACRE5= 19,093.80 5. F. O Q ° LA � 475 EXCEED 35 FEET PER ZONING TOTAL HOME COVERAGE: 4,060.18 5.F. ��_c _ 2 -°�� ,�GP,DS COVERAGE. 1 q.89 S.F. L U O � - � .o � � CONCRETE PATIO: 82.085.F. a � L z U ° �u°NU U rt FRONT 51DE1�LK: 241.59 5 F. L T o Q L `� ° J X L (� O . DRIVEIAY. 1,g14.31 S.F. O C (' O C W 4 1 �1 5TE P5: 10.86 5.F. .N o .7BRICK _ _ _ _---, COLUMNS: 1.96 S.F. L a U vi a Q�2'5012211 � U Wo20 _- _ - — - _ ____- EQUIPMENT PAD5: ` 16.00 5. F. L (O X _{..) Q o ° ° a 475 Palmvrnod Lane ____ — __— — I FUTURE POOL & PAYE R5: 1,066.11 5. F. C ° >- 1 z - " ° 3 Z a N m d --_— — - — ' TOTAL IMPERVIOU5: 1,411.065.P. L U �' v = - � H - z :., o N 0 , TOTAL IMPERVIOU5: 38.81 % -0°.CD>c c o a) a 'o o 0 0�� a 0 I Inc - C W a N N +� a o 0 Lu 201 _ N L LO Z cn — — — — — — —Lu ° �U EZ � v 0 ^ w U r; y — -- — _ ° w 41 InI O U O „ O � '- — E Q I rn J o I 1�IIND DE51GN CRITERIA: L f L L O rD ° U. I I I Y�IIND SPEED: 130 MPH .c C a � �m I " EXP05URE CATEGORY. D ro z .- " f NOTE: ANGLED HATCH AREAS I o BUILDING TYPE: ENGLO5ED " L - ° ° ° � � @ > E ' CONTRACT NOTE: CONTRACT AND --� I DENOTE NEY�I ADDITIONS ' Vl BUILDING CATEGORY: 11 ' L a _, I I \ I + (� IMP � IMPORTANCE FACTOR. 1. °=Q�� ° � 3' SPECIFICATIONS TAKE PRECEDENCEi \ I I - TOPOGRAPHY: FLAT ° 3� OVER THESE DRAWINGS. ANY CONFLICT�` YI I � I MEAN ROOF HEIGHT: -25 FT ° CCL t 'v O � � o u � r ., cm 3 .. f, rq ! I ;. \ I _ I BUILDING GODS. 2017 FBG-R � �L>�a ° L WILL DEFAULT TO SAID DOCUMENTS. 'Ln ! I rn I f, -N>_ - M' c� , �> d I �-' W / I �� ° 3-�_ IAf ' I I I CL a a' ° a- V ) 11 & 'c O O Lo f " (r 1 r I i► ► I I I HVAG PAD LOCATION-A M MINIMUM 5 FOOT L om fuo�: 45 c: — J..' � C L a°�> E 1 Q N > W N t p z M rn Q (� I I ` I .� FROM THE PROPERTY LINE 5HALL B .� 0� o .� ° � o zoo , MAINTAINED Q° r� E 0 u�3�� w O � II n O° rn o C: 000 WATER: JEA �-' f ► ► �� ,� �� -'uuQ0 : SEWER: JEA I I I I �� _ f -- — 14-79/16 �� w �� -- �m"F m- z � _J o Q .. Q Q I i f I I� N C° L a LL I.n W W �./� ELECTRI C. JEA II II I) II ' II II II II II , V, Lso� ��z L.L W w z �- u ' II II II II II; I �La oo �- II II II II II; a , o°� U �� w —----�--�_ w I f ow oO 80 ' — = I ►I ►I it II 11 0 ► FOUNDATION 5URVEY 5HALL BE m Qj u ° (n u' ° - ° a O Q r _ I i �� .� 2 I I I II II II II ; ►i PERFORMED AND , DOPY OF THE SURV N I EY it II II II II �� III I EXISTING SHAD LLB E ON THE 51TE FOR THE BUILDING a; a o O o O -° > 'o M T) N I CONCRETE ► ' IN5PEGTOR'5 U5E PRIOR TO FRAMING. L = 2 �� c III I DRIVEWAY I - >1 F- ��uj°' ,� M N r III I I I i °�CI> U QoQ)a o vo rn 11 11 FLOOD ZONE: X I L — f I � a; -0 O �o��t m U , I f ra w L N Q d � FLOOD MAP: 12031CO4071 t c 0, M DATED 11/02/2018 NEW WALK WAY I:L-'O,o I ► O �� Q) .0 > , W o u- o � I — — — — — I ZONING: JR5-L t a 0 o a u P W --------- 20'FRONTBRL —TL,NTIG I BEACH __ ° 3 � " ° L N — t0 U N a�0"No Z YEAR BUILT: 1972 CN _ ' 5ETBACK5: m ko u I FRONT: 25' U.-L� 5 LLQQ°_� Q m ^ SIDES: i.5' L ra 0" � L �� REAR: 25' ?��.C- " DATE: I MAX ALLONABLE IMPERVIOU5. 45% = 8,592.21 S.F.4-1- J °' ra C7 Q1 _ _ _ _ _ _ - - - - - - J MANX BUILDING HEIGHT: 35' 3 L v ria z L a a U1 v 12/4/2019 LEGAL DE5CRIPTION: 5 i8° 03' 10" E 120.00' POOL 5ETBACK5: i.5' H o ,n "' Em R/E #: 1 X2020-01 q4 NOTE: AN EX15TING MA551VE GARAGE & EXTRA z �.� �� Z a.L ° SCALE. ELVR MARINA, UNIT 10 DRIVENAY kNA5 PREVIOU5LY TORN DOkNN BY PERMIT � N G i W o E" Lu .- > 1 „ 0 0 L � > _ 10 -0 LOT 18, BLOCK 10 OFFICE COPY .S ��E� —5 L 4-51 0�-25-2qE 8 ul 20 0.� �� "0LLra F- = n o = ra N > L SHEET: 0,� 0, }.c.0c>w 1 T P—LA o��_3 A =5 _E U -o c(n o cin o I CONTRACT NOTE: CONTRACT AND SPECIFICATIONS TAKE PRECEDENCE OVER THESE DRAWINGS. ANY CONFLICT WILL DEFAULT TO SAID DOCUMENTS. A FOUNDATION 5URVEY 5HALL BE PERFORMED AND A COPY OF THE 5URVEY 5HALL BE ON THE 51TE FOR THE BUILDINO IN5PECTOR'5 U58 PRIOR TO FRAMINO. _ TOTAL /MPFRV/OU5 NOTE., 5FGT/ON 24-66 (a) OF THF LAND DEVELOPMENT REGULAT/ON5 ALL0"5 UP TO AN EXTRA 250 5. F OF /MPERV/OU5 OVER THE FX/5T/N6 X45-BU/L Tf4MOUNT Lu 7 0 J Lu, v Z V) U) LL zl z m � _ i ',tea 0 t Z F z Lu Lu N M d- O) z H Q E>(ISTING FENCE LINE qp . OFFICE COPY L (n N L L O + � N O C � ��, O a) 0aooE E0�� c (n _0 @ L C m a. 0 C �ol U EI—U a ° z 4) 0 0 ° E ° U Z o L J U 2 Q L L cn : O 0c (n 0) 0 H C U C � U C p -O d •� !6 N N V vi a N N C C V -fl 4�C N O Ln fl O C C _C O O >' 41 Z — UC 4- L 3 N ° N ru = Q) c — w 0 (A m >'t D•7, c - p _0 Q) o L — E�w U*) � E ;cl� N i U U L O 4-. a) __ c ° .= 0 Z) U E 41 Z54- 4- (a Q) J ° � 4 41 3)0L,0 ENOL z E 0) L 40- m Ll ro C 3 V) L -C V) Vj ' 'B 4L L -0 N 0 N O U > C O a 6 Q CN o N Q, o t c0 O 4- Q O U ' c6 . L > 0) ° O U O pt O L C L -r 4- O ° .� 1) a >- L 4- L N -p J CL= O �J. N a � N E V) -0 V,41 3 (n C C M O C_ 3 N T N c)) faO O -p ��M.5a)� fl. 4) U = 3: O N U 'p C , .4 + 41 O C L V >'�M `t� a E U O 0) a) O a o 0 CL C N O L >' > L -ac: m (n 1) L o m> i C 0 Q) a v fu �"=U-C-o 4— U f6 a•-' +4J-+ LO 2 'E 7 Uj C LL O L U - L C ' 41 0 t U 0) m 3 0 ru C _zb a 4�L C -p o O � ° 0) r'L �.�=:2 ",�,�F-- °;�1— c a� .�. oIcn) U o � a)'m t L ocOa E > U" O C C C O L O to > L C N ( ._ O 4-0 i7 E +� N ai 0) — 4- i L9 c a vii vi E N O � U O 0' � ° I— C m o 0 wo E S a0,+':E4S 0 �'a.00`6, L 0 N i 16 Q >- V c j C Q, M LL o Q O ° U O L N r0 U O N C C .i � 4.1 O O U@ o C L N O V � N C o U p@ L (� L C' �,. O� = 'c': 3 o N .� m c r L U C J - C a O J .0 u m O N w ° o a� C6 0 ��fo O 'L E u-� � o @ N z O U ° Lo u cu c?°p(AV> (n 1 ro 4)C i N 4, i '� ,> C�-0 rn . m�L ,-r V) a al a) C)U _ w N p � L ca (p =moo (5 L r0) Q) 0)>� a 3 = 3 = o L- L U 'a cn _0 Ln 0 PLAN # 475 W D 0 W Z U V) U) M z m � _ i ',tea 0 t Z F z 0 Lu N M d- O) z H Q � Q QLu 1 .d L.L Ln 0) Z Q C o > w ru Q u— 0 -0 Z 0 (3)" M �1 < 0 a Q o Q 0 � Z p V) o0 cl�CL CL ® Q W U U DATE: 12/4/2019 SCALE: 111 = 101_011 SHEET: �A 0 Z U V) U) M z m � _ i ',tea 0 t F z 0 Lu N M d- O) z Q J Q � Q QLu 1 L.L Ln 0) O C M w ru Q u— 0 -0 Z 0 (3)" M �1 < a) Q Q DATE: 12/4/2019 SCALE: 111 = 101_011 SHEET: �A Z O kD 0 U) M M 0 Lu N M d- O) z Q J Q � Q QLu 1 L.L 0 O O J u— A 1 ` Z < U �� w0 0 ULu p z o0 cl�CL CL ® Q DATE: 12/4/2019 SCALE: 111 = 101_011 SHEET: �A 1=c9UN17 TION SUi�Y Y S LL B OUNDATION NOTES: 0 ° DIMENSION NOTE: DIMENSIONS ARE PERF' �IZMDN17 COPY 01= TI�� 5Ufi�1lEY 1. FOOTERS 20"X10'' W/2-#5 CONT v' - E o °� pL # FROM THE EXTERIOR OF THE BRICK- 5f-�IL . B O� THE 51TE 1=0I� THE BUILDINGOVERPOURS475 2. ON ALL BON DING AGENT ,ALL w� L. 10 o 11�S�EGTOi� S USE Pfi�lOfi� TO FRAMING. l� L �" O L FIELD (U.O.N.) - ADJUST AS REQUIRED 3. SHOWER RECESSES ARE 6°' 0 v ° U 0 :Euu L — J U p 4. AT ALL FOUNDATION EXTENSIONS0 �Q L EPDXY 24"- ° 30" X 30" X 16" BEARING24"12"r-0#5 RODS @ O.C. WITH EMBEDMENTU� � PA W/3-#5 RODS B.W. 5. ALL CONCRETE�o��LLI A MINIMUM 2 500 PSI ao� RECESS SLAB FOR (U.O.N.)-TYPICAL 6. FIELD ADJUSTMENTS MAY BE REOUIREDo -u � X� ap)o �z= �- a Z 4'-11 1/16" 4'-5 3/8" 7'-j 7I16" ROLL -IN SHO R -7 q'-2 5/8" 20'-11 15/ 16" q'-4 � OO s N c N 2 _ °' n u Vi J a Z 15116" 3'-0 1 /8" 13'-3 13/ 16" 9'-11 1 / 16" / ,� 1 /8" 14'-10 5/16" o ,� 15-3 U °' °' _0 � ~ (u 3: > a z o s 1q,_1 1/81, 10'-0 1/2" COLUMN NOTE : T E EXI STING COLUMN _ ° W a a O \ LnZ \ WLLL HAVE A NEW INTEGRATEDX FOOTER z e-_ -- \ ® - AND BE REBUILT FOR REUSE OF THE �o�°'o Eos w vLu w r �---° --� —i ------- ---�---------- --r-� i � _ EXISTING WROUGH METAL GATE- FIELD p w ° ° v ° �� -�:> _ �,JADJUST oo 77A - 0, 4.1 O fl X 1 2 �- / N — —74"7EP IF — — — — — — — — —k. ---- ---� I F � Nai c�'or0 v Zw QDENOTES-30 I � w .� REBAR EPDXIED INTO THE o � cJn Ui0)_c ,L— �co ,.Q EXISTING FOUNDATION ► i - I 4" STEP DOWN SHOWER I�� i I;7 15/16.. p a, c: o .m @ o � o� . i 3 J\} 11 24O,C- I TYPICAL �, \ f m m 161-7 7/8 ( q'-0 3/4" 3'-8 3/4•, I I o �w �1 r Q p U m °s.�, c n Ln M w . _� � Ln I� ,�a o �� L , 411 SLAB IT FIBERMIX I ► r- -� �---- ---� ® I I �,o.L.=-; •o L� w 1 REINFORCEMEN 0.75 LBS/CY ° �----° L°°0Q) - 41 v �,_ a, o 111-7 1/16",,1_5 Biel,- 16 -3 I 2'-11 1/16" I Q� of v .L' E � � (� titII-CC: -- _ 8'-10 1/2"7/16" o � m o � c a, p 0-0o Z7;cIro)) 0Ln H { 1 — -- — — -- — — — ---- — — — -- — — — I--- ---- — I _ cl �� o��o F- Q N I — I � L �� > N t z M rn RECESS SLAB FOR I T ESE\\PIMEN ION ARE FROM THE I � , , �°w&-'E u ° �Q � �.v�E z w � < o , o o 0 ROLL-IN�°� SHOWER I FOUND TION AFT R TH BRICK IS REMOVEDo cL L �� o 0 0 N LL N II Fn,, FOUND ATION �,oQQNEW °�°u��- �,L. �. WW ,� , - \ % -------------- _ _ POURED°' TO THE 1 o w 0 U c --- ��mL 0 SAME HEIGHT OF FA ui5 0 --- o o -- -� \ ry �--_J I I THE EXISTING v��° o' p a Q 21'-6 3/16" N , FZO OUNDATION L O a THIS SHADED AREA IS ' p a� � +� 3 �� .L F- Ln 0� ,--i M s AN OVERPOUR OF THE �I 115/16" -1 I I �: o� � c E� c U o o ;�°� p._ N O 0 co U EXISTING FRONT PORCH-------_ 5'-0 1 /2" 8'-4 15/ 16" 7'-b 1 / 16" — 4 7/ 16" I I c � E + c c c E Cn N zM f m� o o w y _ ___ _ I / u - N w O - 1, 41 UE m J or-,-+ *� Ln O 4" STEP DOWN i m rn I o N m ,n \ = F Ln I .� / v�0°' , L U V) L J m v — _�------�-- J — — — — — -® --- --- ---�� V C p ' Ln DATE: \\ J p V al HQpufl.-o 12/4/2019 ■ DUE TO THE NEW EXTERIOR WALLS� 11 " „ 2 4 X 2 4 XW/2- BEARING PAD _j� a;op o12 oQ�o@�NOTE■ COL. SCALE: 11 �1 PROPER �.211X11T-6 FOOTER WITH A 5X5 1 /2" 8 -11 1 /8 �_ �� q 53/160 #5 RODS B.W.(U-0-N.-TYPICA ) L ° ( ° �L LA w u U.o n OFFICE COPY .c 0.^� > _u20 1/4 — 1 -o RICK LEDGE AND 3-#5 RODS REQUIREDSTRUCTURAL��z .. SHEET. DETAILS TAKE PRECEDENCE! (6 p i L u O'> L m A_5 — 6-2 15/1 4'-6q116" 1 '-8 3/ " 2030- H-2/2 q'-10 5/8" 7'-11 1/2" — 0 m B2121 RL SB3021 BCB3921 7 _ - X MASTER BATH N IM -� 151-b" X 5'-011 m 8' P.H. TILE REMOVE TUB & SOFFIT ABOVE � 71 r \ o MASTER BEDROOM p� 15-b" X 12-b" � Y 8' P.H. CARPET 12-3 15/16" O r m 1 r ZZ:;T 2068 1N.I.G. 5'-9" X 3'411 8' P.H. CARPET Z:;] 2068 C. 5'-10" X 3'-6 " 8' P.H. CARPET REMOVE EXI5TIN6 WALLPAPER BEDROOM #2 11'-11" X 11'-6" 8' P.H. CARPET REMOVE EXISTING WALLPAPER 2668 L _-SB6021- - - BATH #2 8'-3" X b'-9" 00 8' P.H. TILE o N 2068 2668 REMOVE TUB & y SOFFIT ABOVE W U 1 BEDROOM #3 i 13'-0" X 10'-11 " \ c m •� r-" 8' P.H. CARPET LnLLJ o z iv WALLPAPER \ J c �1 > w J ^1 w 0 M Lu Ln 3 co <( EoO -VT:->ruc N m O S C BEDROOM #4 Lr) fu z a cN CN `� > I� _ m J o N O N 8' P.H. CARPET D OL Q M a (L o 0 a Q m REMOVE EXISTING REMOVE SHOWER o 0 WALLPAPER & SOFFIT ABOVE uo W Ln ` 2668 4 8✓ - 406 (N 1 Lu a 0 J H = o N J 40: N U 1 N CN = � o Ln M o r co _1 \ d- m 1 r ZZ:;T 2068 1N.I.G. 5'-9" X 3'411 8' P.H. CARPET Z:;] 2068 C. 5'-10" X 3'-6 " 8' P.H. CARPET REMOVE EXI5TIN6 WALLPAPER BEDROOM #2 11'-11" X 11'-6" 8' P.H. CARPET REMOVE EXISTING WALLPAPER 2668 L _-SB6021- - - BATH #2 8'-3" X b'-9" 00 8' P.H. TILE o N 2068 2668 3060- H-9/6 6'-q 3/4" 6'-10 11161, 13'-1 13/1611 1'-11 Val, CONTRACT NOTE: 'CONTRACT AND SPECIFICATIONS TAK E PRECEDENCE OVER THESE DRAWINGS. ANY CONFLICT WILL DEFAULT TO SAID DOCUMENTS. f Ln 2668 711-1 15/1611- - 5/16"- - 40'-4 15/16" CONCRETE PATIO 21'-11 11/16" 41-7" 4'-7116'-8 '13/1611 LED 2 68 2 -3060 -SH- /4 -MULLED FAMILY ROOM 022-8" X 13'-b" �i 8' P.H. WOOD w co Q m U 0 0 3068 WH VESTIBULE 00 10'-11 11X 5'-31, o 8' P.H. WOOD II 2068_ 2668 LIVING ROOM 15-1 " X 12-0" Cl - 8' P.H. TILE ICO FOYER b'-4" X 51-11 11 8' P.H. TILE 1068FX 1068FX ENT Y 8'PH CONCRETE 16" — 4'-61/ 16" 10'-4 11b"- 6-5 '7/ /8" m NQ 1 EN 6-51/ 16" 7'-3 1/161, 13'-6 1/2" 11'-1.15/ 16" 18'-5 1/4" 3030- H-1/1 14W2742 W4242 rl I 630 S636 J DIVV I B36 14'-1 1/16" 1'-4 1/6 1'-2 q/ 1611 REMOVE TUB & y SOFFIT ABOVE W U y� BEDROOM #3 i 13'-0" X 10'-11 " \ c m •� J 8' P.H. CARPET (n L (n L L REMOVE EXISTING z iv WALLPAPER 3060- H-9/6 6'-q 3/4" 6'-10 11161, 13'-1 13/1611 1'-11 Val, CONTRACT NOTE: 'CONTRACT AND SPECIFICATIONS TAK E PRECEDENCE OVER THESE DRAWINGS. ANY CONFLICT WILL DEFAULT TO SAID DOCUMENTS. f Ln 2668 711-1 15/1611- - 5/16"- - 40'-4 15/16" CONCRETE PATIO 21'-11 11/16" 41-7" 4'-7116'-8 '13/1611 LED 2 68 2 -3060 -SH- /4 -MULLED FAMILY ROOM 022-8" X 13'-b" �i 8' P.H. WOOD w co Q m U 0 0 3068 WH VESTIBULE 00 10'-11 11X 5'-31, o 8' P.H. WOOD II 2068_ 2668 LIVING ROOM 15-1 " X 12-0" Cl - 8' P.H. TILE ICO FOYER b'-4" X 51-11 11 8' P.H. TILE 1068FX 1068FX ENT Y 8'PH CONCRETE 16" — 4'-61/ 16" 10'-4 11b"- 6-5 '7/ /8" m NQ 1 EN 6-51/ 16" 7'-3 1/161, 13'-6 1/2" 11'-1.15/ 16" 18'-5 1/4" 3030- H-1/1 14W2742 W4242 rl I 630 S636 J DIVV I B36 14'-1 1/16" 1'-4 1/6 1'-2 q/ 1611 N - -2 / N 8' P.H. TILE N \ B Ln U302496 0 \ - - SB4818 C13 1 N r- ® I 1 Lll AIR NOOK W2736 W2736 W3036 W3036 - i 624R 10'-2" X 11 '-111 l I B24R lI (1 _ I I I l mil 8' P.H. STONE LAUNDRY \ � m� 10'-4" X 5'-10" = cn m J o 8' P.H. STONE ® CN r KITCHEN 11'-b" X 13'-b" N 00 M CO ° B1812R DESK B1812RCD W2730 W2730 N 8' P.H. STONE - co - - ,- 2868 - 6 v OPEN SHELVES --^^ _ M V 1 B30 0 Ln W362424 m W3042 N co 2668 -CO "---� o m V 1 1 N — — — — — — — I I I I — I I DINING ROOM 11'-10" X 12'-0" I 8' P.H. TILE I I 2 -GAR GARAGE 20'-7 X 22-3" I o I 2 8' PH CONCRETE ° L_J I I X z =7 I I 2 -2860 -SH -)/6 -MULLED I TL/ 7 306 SH 306 SH 61-93/161, 5'-10 15/1 b.. 5'-0 13/161, 5'-1 1/5" 12-2 1 /8" 211-33/51, NOTE: DUE TO THE EXTREME MAKEOVER OF THIS STRUCTURE FIELD ADJUSTMENTS WILL BE REQUIRED! r• - Ln q - EXISTING STR � � N Ic") o" U CTU RE NOTES : 0 ` � oa�oa 0Qo-,= 1. EXTERIOR WALLS 2X4 E Oc: STUDS @ 16'° c: ro�y+C 1.-, ■ fir/ ■ j ,O U0�-�a Q) p , OU 20 USED BRICK VENEER L x ��<0 �o > 3. CONVENTIONALLY FRAMED ROOF SYSTEM a um -RO O CU 4. FOOTER & STEMWALL FOUNDATION IS 0 x o = �z ASSUMED m w V) m ��r_ 0ulC—W m>. Z)•�� 5. FASCIA: WOOD coo � - �� o oL+�-� @U 6. SOFFITS: WOOD 0°,� WITH SCREENED X O VENTS N A5—BUILT FOOTAGE5 (A.N.B.I.) 0 I TOTAL HF—ATF-0:— 20256.00 GARAGE: 484.00 -op A ! A, !: ii1 11 iiI 1I —� Eo U 0'U° -' -0 Cw� � E'�� o L, aIn > _ E (u J fl L O7 L O E C a - E "- In -1 C o� C .0 .0 'Q1 C +� N C 3 �Cr +� 1 L t Cc: �C a) 16 > U C O c: cot a = m- 0) Q O U f N (n L -0 L > Q t6 o b aJ O C O j _ 01 O L •� C o O C -O V) > 4- a) a) m p J > Q _r_ O FJr ro QJ E4-1 Vl•p - r, U1 C C (0 C . c 3 m m a) m�o2 Cc) IB •; QaJ U—�� '° o ° U L a U) `0 � o V)C 2-E U +� - o na��ET VI C L Q) Ip L +� o N >, i O m mc L U L L O cn V o O O a� a, 70 la v ra +� 6 E o m Eu +Q)+ C Uj LL L U C V1 O C O U v 3 0 @ _ z b a L (6 0 o UO 0) (u a� � Co v� U 4O O •0 Q f0 o225u-oE' o 70 o c O L C a) ,0 0 a 4- -q- Q)_� ul O J O C Sc, > C Ln0) + a) O 0 L 0 C o ° v a) a -• CwvaNiE= 4� U +' 4., t N O 4 -- co -0 -"o c > Qf � LLJ O O •~' i O- aJ � U 0 3 u 0 L N 16 U U o � o C -1-.+ m"— c L o � v ( ° 1r_. a) = a u o co In U C .2 "��oCD a, ° 3 Q>1.a ° C i pl,p,N # 475 W 0 V) 0 Nt W U Z 00 n i M `� `�./ c m •� J 7 Z (n L (n L L o� v o m z iv NLh \ `~ a c �1 > w Q' tO w 0 M Lu M 3 co <( EoO -VT:->ruc m N S C BEDROOM #4 Lr) fu z a 13'-11" X CN `� > I� M r J o N O 0 8' P.H. CARPET D OL Q M a (L o 0 a Q REMOVE EXISTING REMOVE SHOWER o 0 WALLPAPER & SOFFIT ABOVE uo W Ln 00 2668 4 8✓ - 406 1 Lu a 0 J H = o N J 40: W U #3 U _BATH 0 1011 X 51 11 N - -2 / N 8' P.H. TILE N \ B Ln U302496 0 \ - - SB4818 C13 1 N r- ® I 1 Lll AIR NOOK W2736 W2736 W3036 W3036 - i 624R 10'-2" X 11 '-111 l I B24R lI (1 _ I I I l mil 8' P.H. STONE LAUNDRY \ � m� 10'-4" X 5'-10" = cn m J o 8' P.H. STONE ® CN r KITCHEN 11'-b" X 13'-b" N 00 M CO ° B1812R DESK B1812RCD W2730 W2730 N 8' P.H. STONE - co - - ,- 2868 - 6 v OPEN SHELVES --^^ _ M V 1 B30 0 Ln W362424 m W3042 N co 2668 -CO "---� o m V 1 1 N — — — — — — — I I I I — I I DINING ROOM 11'-10" X 12'-0" I 8' P.H. TILE I I 2 -GAR GARAGE 20'-7 X 22-3" I o I 2 8' PH CONCRETE ° L_J I I X z =7 I I 2 -2860 -SH -)/6 -MULLED I TL/ 7 306 SH 306 SH 61-93/161, 5'-10 15/1 b.. 5'-0 13/161, 5'-1 1/5" 12-2 1 /8" 211-33/51, NOTE: DUE TO THE EXTREME MAKEOVER OF THIS STRUCTURE FIELD ADJUSTMENTS WILL BE REQUIRED! r• - Ln q - EXISTING STR � � N Ic") o" U CTU RE NOTES : 0 ` � oa�oa 0Qo-,= 1. EXTERIOR WALLS 2X4 E Oc: STUDS @ 16'° c: ro�y+C 1.-, ■ fir/ ■ j ,O U0�-�a Q) p , OU 20 USED BRICK VENEER L x ��<0 �o > 3. CONVENTIONALLY FRAMED ROOF SYSTEM a um -RO O CU 4. FOOTER & STEMWALL FOUNDATION IS 0 x o = �z ASSUMED m w V) m ��r_ 0ulC—W m>. Z)•�� 5. FASCIA: WOOD coo � - �� o oL+�-� @U 6. SOFFITS: WOOD 0°,� WITH SCREENED X O VENTS N A5—BUILT FOOTAGE5 (A.N.B.I.) 0 I TOTAL HF—ATF-0:— 20256.00 GARAGE: 484.00 -op A ! A, !: ii1 11 iiI 1I —� Eo U 0'U° -' -0 Cw� � E'�� o L, aIn > _ E (u J fl L O7 L O E C a - E "- In -1 C o� C .0 .0 'Q1 C +� N C 3 �Cr +� 1 L t Cc: �C a) 16 > U C O c: cot a = m- 0) Q O U f N (n L -0 L > Q t6 o b aJ O C O j _ 01 O L •� C o O C -O V) > 4- a) a) m p J > Q _r_ O FJr ro QJ E4-1 Vl•p - r, U1 C C (0 C . c 3 m m a) m�o2 Cc) IB •; QaJ U—�� '° o ° U L a U) `0 � o V)C 2-E U +� - o na��ET VI C L Q) Ip L +� o N >, i O m mc L U L L O cn V o O O a� a, 70 la v ra +� 6 E o m Eu +Q)+ C Uj LL L U C V1 O C O U v 3 0 @ _ z b a L (6 0 o UO 0) (u a� � Co v� U 4O O •0 Q f0 o225u-oE' o 70 o c O L C a) ,0 0 a 4- -q- Q)_� ul O J O C Sc, > C Ln0) + a) O 0 L 0 C o ° v a) a -• CwvaNiE= 4� U +' 4., t N O 4 -- co -0 -"o c > Qf � LLJ O O •~' i O- aJ � U 0 3 u 0 L N 16 U U o � o C -1-.+ m"— c L o � v ( ° 1r_. a) = a u o co In U C .2 "��oCD a, ° 3 Q>1.a ° C i pl,p,N # 475 W 0 V) 0 Nt W U Z 00 n i M `� `�./ c m •� J 7 Z (n L (n L L o� v o m z iv NLh M `~ a z > w Q' tO w 0 M c� N M 3 W M <( EoO -VT:->ruc W 0 O S C r-- Lr) fu z a p� o > I� M V) J = N O 0 Q D OL Q 0 a (L o 0 a Q o 0 uo W Z U) Lu a 0 J H = J ® W U 1, U � = o � _ u')O •) U a) U o LO VUi > � V) 0 Nt Lu OFFICE COPY ..g U Z 00 n i M `� `�./ c m •� J 7 Z (n L (n L L o� v o m z iv NLh M `~ a O _c > w Q' tO w 0 M c� N M 3 W M <( EoO -VT:->ruc W 0 O S C r-- Lr) fu w p� Q.. N I� M > J = N O O Q D OL Q 0 � = o � _ u')O •) U a) U o LO VUi > � V) � Nt Lu OFFICE COPY ..g Ln Ol Z 00 n U�ro J M Q1 O J Ln (n L (n L L o� v o m H m M U �6 > zNd- M tO ® c� N M Ol W M <( EoO -VT:->ruc W 0 O S p N J m LnO p� Cu- G I� rnm J = O Q 0- Q a D! (L m Lu Q /®^, V uo W c J a 0 Q � = o � _ u')O •) U a) U o LO VUi > � N � Nt Lu OFFICE COPY ..g Ln Ol L 00 n U�ro J M Q1 J N ' (n L (n L L o� v o m L m U �6 o fz...i o� tO -j c� N Z N W M LL_ EoO -VT:->ruc _�°O3 m J S 71 rJ-1 0) z m LnO U Q rnm � = o � _ u')O •) U a) U o LO VUi > � CALE: i � Lu OFFICE COPY ..g U m L DATE: U�ro J ��o�, Q1 J O L 10 U N U (n L (n L L L _C C7 N C.�E Q_ Q �6 12/4/2019> fz...i tO -j C o6 EoO -VT:->ruc _�°O3 S � = o � _ u')O •) U a) U o LO VUi > � CALE: i Lu OFFICE COPY ..g o ° L .° > 1/4.. _ 11-011 (n L (n L L L P CONTRACT NOTE: SPECIFICATIONS CONTRACT ANI TAKE PRECEDENCE OVER THESE DRAWINGS. ANY CONFLICT WILL DEFAULT TO SAID DOCUMENTS. N EXISTING MAIN METAL CHIMNEY TO REMAIN AND BE REPAINTED EXISTING ROOF NOTES: PITCH: 5/12 -FIELD CONFIRM UNDERLAYMENT: SYNTHETIC FELT HEAL HEIGHT: STANDARD (U.O.N.) FR5G1A: PLUMB GUT GPYG COATED DRIP: 1X2 PT OVER 2X6 5UB-FA5GIA 50FFIT5: BUILDER GRADE VINYL ROOFING: 30 -YR ARCHITECTURAL SHINGLES EAYE OVERHAN(5: 24" -CONFIRM GABLE OVERHAND: 16 -CONFIRM ROOF SHEATHING: 1/2" 05B (U.O.N.) FRAMING: EXISTING ROOF 5Y5TEM CONVENTIONALLY FRAMED NOTE: DUE TO THE EXTREME MAKEOVER OF THIS STRUCTURE FIELD ADJUSTMENTS WILL BE REQUIRED1 ---------------- EXISTING INSULATION NOTES: 1. WALLS: R-11 FI B E RG LASS BAITS 2. ATTIC: FIBERGLASS 3. KN EEWALLS : R-19 FIBERGLASS BATTS 4. FIBERGLASS FOR SOUND ATTENUATION: NOT APPLICABLE FICE COPY L N 0 L L O a-- N a) O C-� o a) o a ° o a) E o c; (n _0 m L �L fuB °.= aL 3 �� 0— v Q p L U p U Q) L z o 4, O 0 U v U c o L Q) J U u - Q NL O c V, O m •o c v L U C O w aU) (0 - _ Q) a a � o a) a) U V Q a) N D c v ` � o cn a Oc x c ° U c fora w V) 3 of 0 aum — E w c — o 0 cn 0) > _r_2�'�0u c p .c: F'a)3a c c O o L 4-1 -Fc� V ' n�cE x Q x L V) ° 14--Q) C: — O U c O u -r- 0c: J 0 c _ Q) p 'U p C E a > L oi c Ln L � O c fl ro '0 � CT c 'aLl ra cn M L a1 _ -0 N � -0 ro c6 C- C a) M fa > U C O C d O 4 Q N :o a) a o v � c B .L > a (0 ° p °U c a) > d1 O L •� c O 3: c a) p C 'O cn > L µ' J C_ � ° -+ ru Q) E +�+ c o, c, oo0 z.� a Q) u o r' °U a) 'V c a) c U L ro (0 > Q U 4�a>`>E O vi C " o .� Q `- U4' _. O � �L U Q)> _ L > (6 p C (0 > 0 L c OL cnp O U U a) 46 `=; U (O +�+ a) �EVomiL- 4-1 C Vi LL L U C O 4-1 O V 0) a) 3 0 M z w L O O v s U an moo) a)E C") mm a) co < Q, L c U 0 E > oL�� u o a c o O -r- 3 0 +� E (n 4' fu 0) -c _ 'v +� L > (0 L QUJ�(nE'p1 U o v a ol x U Q o L p 6 0- 21) ( g c cn a) E c U 4.1LE ate+ � v o 0 L u U Q >` •V C > y, � Q i w L U c 7 O p p Nim uLn o 110U c C ��Q)��o O U 0L t °� a) o U O In c a� 01 L (a L C Q) = v o a c � 3 U a a) c m a) •� c ._ J c J .O V f6 u zo-awo. - 0 �'U)Z U O a c o ° In � z pU ,� U a (_a L a) > o O m ul C i 0 w ° .� o ° u —Ua o,�no.LEL O U � _ w N 0 L — (0 I— = v o V) o c c > a) L U a 0 PLAN # 475 W H V/ N W 0 0): Z2 J , c 'p in, O Q) > T M Q) 0 0 OL H �. ' M Q M Z > O z w z < O W O � o 00 Z .j Q / O O A V) > O 00 a- U c z O IL uz O o a U O a Q o V/ Z J O O cul) F- a ® Q .j w U U DATE: 12/4/2019 SCALE: 1/4" = 1'-0" SHEET: V/ N 1 0 0): Z2 J , c 'p in, O Q) > T M Q) 0 0 OL H �. DATE: 12/4/2019 SCALE: 1/4" = 1'-0" SHEET: V/ N z O O T H ' M M > O z N z < O W O � o 00 / O A O Q a- U c`� eco uz �-U� w O V/ Lu J O O F- a ® Q DATE: 12/4/2019 SCALE: 1/4" = 1'-0" SHEET: R10Q5.q Termination, Chimneys shall extend at least 2 feet (6 10 mm) higher than any portion of a building within 10 feet (3048 mm), but shall not be less than 3 feet (1114 mm) above the highest point where the chi through the roof. REAR AS -BUILT ELEVATION -- - _ i 1T T - Hi hest Row1h Geilin �-� - _ r T L.- -- cSJ r r = '----- c L -T Grade LevelT- - — L 0.00° � _ EXISTING EXTERIOR NOTES• 1. USED BRICK VENEER OVER FRAME 2. YNOOD FASCIA & SOFFITS 3. YNHITE ALUMINUM INSULATED 1NINDOYN5 4. YNOOD EXTERIOR DOORS M NOOD JAMB5 & CA51N(55 5. FIBERGLASS SHINGLES b. ALUMINUM COLUMNS 7. FOOTER & 5TEMlNALL FOUNDATION -BRICK VENEERED 8. FAINTED YNOOD 5HAKE5 IN GABLE EN05 q. SQUARE GUT 1NOOD FASCIA FIELD CONFIRM EVERYTHING r-- L r ' Hic ihest RouLih Geilin_- =T S r, _ -r Grade Level oL_r O.00 AS -BUILT LEFT ELEVATION I t: TH15 CHIMNEY v Hi hest Rid e W m Highest Ridge LNE I 14.08' CA r ON m %Z H N a J ? CL N � m � Roucih Cellin r Ln M 8.09' T - ;3 Rou h Geilin N M �t � f cv 8.09' 11U �.; NOTE: DUE TO THE EXTREME 8302.11 Fireblocking.�, MAKEOVER 0 F THIS 12' X 6' CONCRETE PATIO tL In combustible construction, fireblockin shall be provided ° _ Z ° 9 p Ided to cut off all concealed draft �; .L � 3STRUCTURE openings (both vertical FIELD REMOVE OLD TUB AND and horizontal) and to form an effective o o ° E AWILL PLAN # INSTALL ROLL -IN SHOWER 12" STEP BBQ AREA fire barrier between stories, and between a to ° p story and the roof space. " W/LINEAR DRAIN AND 2668 30" DEEP STEP FRAMELE55 DOOR PER CODE 6X6 PT POST WITH 10" COMPOSITE SURROUND WRAPPED -TYPICAL AND 2-2X12 �-� -0 Fireblocking shall be provided in wood -frame c OrlstrUGtlOn In the fOIIOWIng IOGatIOr1S: � `0 �' ''' c &25YP BEAMS (U.O.N. 475 30 -SH -2/ NEW H.B. u 2 NEWT 2068-0 E LITE DOOR LO WINDOW_ u __ _�_ FR RE DO!k 1 . In con FRAMELE55 ENGLoSURE DOWN concealed spaces of stud walls and partitions, including furred spaces and parallel ° l THE FLOOR & U OVER THE TUB ENCLOSURE ES rows of studs or staggered studs, as follows: L Q U > U o g °° W I •' N i z ° 1.1. Vertically at the ceiling and floor levels. �' o °' U cn ° ij Q SB5421 O _ _ J N w v 36" SCREEN DOORS L E LU LU OUTDOOR SHOWER EXP05ED U (D U c 0 0) AHorizontallyL J L 1.2. � � HOT &GOLD COPPER PIPES & at intervals not exceeding 10 feet (3048 mm). � Q x - \ Q w I CABANA n V CHROME VALVES W/GOLD H05E o c n O O w BIBB-CONSULT W/OWNERS 2. At all interconnections between concealed vertical and horizontal spaces such as occur ° (a w 3050 -SH -1/1 3020FX 3020FX 3050 W ~- 15 -billX 51-0.1 ��, { m -SH -1/1 2030 -SH -CLEAR 4040 -FX -CLEAR -TE > m `� z - - at soffits, drop ceilings and cove ceilings. ) C o a PH. TILE 5/12 VAULT I I 5/12 VAULT 2668 -PD - • - - 6 /T \ a 3. In concealed spaces between stair stringers at the top and bottom of the run. o / Enclosed a C SINGLE I I 17 51NOLE _ ASSEMBLY I I w _ ro �, .� _ // > spaces under stairs shall comply with Section R302.7. STAINED BEAMS IN j DROP-IN TUB � o W 7 19 ASSEMBLY C) I I // i c c U CEILING-GON5ULT i. m IN TILE DECK 1 `` w 4D �0 c v o I �o� 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, 0 ~ W/OWNER g (u.o.N.) / with V) a ° c LL z an approved material to resist the free passage of flame and products of combustion. The .- a Z w \\ // / material filling this annular space shall 4- 0) L `� x p all not be required to meet the v - \\ � q e ASTM E 136 COVERED PORCH -A ° LIVIN P6RGH j o 9'-10" X 14'-11° 19'-1 ° X 11 q' -q" LJ ~ J =�, _ �, w 2868 V requirements. m > ° Z \\ // a =�o� COVERED PORCH C W 5. For the fireblocking of chimneys and fireplaces, see Section 81003.1 q. I- c o �T� `° / NEIN OYVNER'S RETREAT 3 Q z z o 0 o o PLAYROOM LU 10' PH CONCRETE 10' PH CONCRETE ' 15 -b X 12 -b q'-11" X 14'-11" �, Q L M O1NNE SUITE _ _ c c _o N 14°-5" X 10' 11" W 6. i=ireblocking of cornices of a two fame) dwellin is re uired at the line 13 y g ° o, o a I ( -1X 15'-7" N q g of dwelling unit a �� 8' P.H. WOOD o v 10' PH CONCRETE T P.H. T.B.D. separation. 8' P.H. WOOD z 5/12 VAULT 5/12 n a �; H Q � 7 � PORCH NOTE: ENTIRE BACK PORCH z FLAT CEILING = SYSTEM IS SCREENED WITH 2020 NO- _ - _ VAULT _ �� \ SB6021 1 r' - SB6021 �� o X W " X L I o I I M m ° // \\ o I ti o a� c 42 c I I \\�}�/ Z W F -v Z V� W W `? PAINTED NICKEL LAP 5EE-UM WITH EXIT DOORS AT BOTH FLAT CEILING, // \\ I o U I ° ° I ° ° J U U LO CEILING OPTION STEPS BUT WILL BE DONE BY BUILDER. _ a \ // \\ o u LLJ 2868 -PD } p p // Z 2068 _ 2068 ? \\ wl E a :� _� \\ Q X802-5.1 Opening protection. Openings from a private garage -2 L � L •- �o l > o s- ml ° 16' X 8' HEADED AB�VE THE PLATE _ � `r' \\ - O ° MIRROR M N g� // J - - L_ T,� \\ directly into a room used for sleeping purposes shall not be E L' ° �� 2668 - - 5-q X3 -b 5-10 X3 -b � 2-3 8 -ONE LITE - - - ---- - -- � / - - - - \ > permitted. Other openings between the garage an - - 2868 '� - - � g g d residence shall HDR ABdVE THE PLATE 8' P.H. WOOD 8' P.H. WOOD -- -- FLAT I I I I I I I 2 -3080 -ONE LITE _ = c 3 HDR ABOVE THE PLATE N HI�J' N.I., n be e I ti HALL M �, HER IN.I.G. quipped with solid wood doors not less than 1 &3/S inches (35 V V -° ~- _ -°� CEILING I 1 1 I 1 I I < 10'-4" X 3'-b" � y,� '71-011 X 9 0 -1 -0 X q -0 � L _ I I C co N 9' P.H. T.B.D. mm) in thickness, solid or honeycomb core doors 1= 8' P.H. WOODco to T P.H. T.B.D. N steel not less Q) X Q) M 06 06> I PAINTED NICKEL LAP N- 1 CEILING OPTION ITE: PAIN LLJI :K & T&G G I INGOOD I 1 N I rn C 04 than 1 &3/flinches (35 mm) thick, or 20 -minute fire -rated doors. v 2 ° _c � .� a I I N 3068 -PD - a LAUNDRY/ D� 11 w I �' K� DROP ZONE _ K I I BEAMS N -{ KITCHEN &GREAT RDOM -{ I tTt f" w > BUTLER PANTR m ; m� �- °� �� r Tr _T ; -moi TZT1 J �a 1 0 2 X 9 -10 2036 " ' n -c - 'Cl) rn w 10 -1 X b -0 w -SH -2/2 > = - 2 2036 -SH -2/2 N I i ADLER 5 ROOM I I I I FHD48 120 I c� M o c I 8' P.H. WOOD I "�, 8' P.H. TILE m o t m o „ w I � O m 4- � cn •...�' � C �. II) n n II I I _ 0 12-0 X 11 -b �� FIREPLACE TO REMAIN & I I T I I _r w I I R 0 .1 Dra stogy in® In combustible construction where there is usable space both Q `� I > o m� T -1-i -T �'m o �T o �O p above and below the _ a� - > U 6188 SB36 �' to 1� o 8' P.H. WOOD EXTEND BRICK VENEER TO I I I N I THE CEILING 1 1 1 I I I I I 6188 U 6L 1 B18R "' N m II ° m concealed space of a floor/ceiling assembly, draftstops shall be installed so that the area of th ° ° m �m Z OPEN OPEN e concealed ° �' I W Z �, > Z SHELVES SHELVES CW2442 w3o42 I m - space does not exceed 1,000 s uare feet (92A m2). Draftstopping shall divide the concealed space into L 2868 � q -2 c 1 ° �, > CD I I 1 ( I I I 1 I m I N i o z m �- ° c N NEW 80 GALLON HYBRID approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling ° .� g WH WATER HEATER W! NEW STEP membrane below, draftsto J RECIRCULATING Aping shall be provided in floor/ceiling Q.., p o L.Ma - - - - - - - �CAULTED�zREAT ROAM_ - - - Ll 1 - I I g 1 PUMP assemblies under the following circumstances: Q o I I � - - - �- - - - -2� „'�'' - - - - - - - - - - - --- - a 2868 I I I= I N I I I I- 45" RANGE ro � I HOOD ABODVE EXISTING WATER ° ,� (1) 0 LU ° ° 8' P.H. WOOD I I = Ko I I o ~ I I o I I I I I I I 1 1 m CSB ° I I SOFTENER 1. Gelling Is suspended under the floor framing. o = I I •3 z LU 1 1 1 I �� RMET A/H INSTALL NEW 2. Floor framing is constructed of truss -type open -web or perforated members. C ° .o U� VESTIBULE I I I N I c� BATH #2 ' " ' " I I o i- - 5 -q X 5 -3 I I I I IK GHEN 1 w COMPOSITE DOOR,_ - a > 3 rn - > r CASING &TRIM N I �M 1'-b"I X 25'-11" 1 -' o w o 8'-3" X 4'-1" � c1 I I I I I I m I 8' P.H. TILE N 8' P.H. WOOD I I I I r; ' Km � R302 12 1 Materials- Draftstopping materials shall not be less than 1/2 -inch (12.7 mm) gypsum board, 3/8 -inch s `° 8` P.H. WOOD w ; N d - Z N -L - M� 1 I I I I FHD48-12D a I z I I I (q.5 w a > > �11 1 a M O� ® ,-I Cl)� -� 2068 2868 - FAMILY DINING I I D Z ti 11 I L -�- ocnc_E -� I � mm) wood structural panels or other approved materials adequately supported. Draftstopping shall be installed ° .3 � � o Q 14 -h 11 X 10 -b I I d < _ rnA > I II N� I � - o a II LU LL p g �� I I I i Q parallel to the floor framing members unless otherwise approved by the building official integrity of the � L °' W 000 _111 N WOOD I r IFI Y I .The -moo ° > U,w I coQ draftstops shall be maintained -0 C M y I I I I I 0 p 0 J N 10 ER AREA 1 Z ° t < I I "' I 2 -GAR GARAGE J U L c° -� w bi X b' -b" e REMOVE OLD TUB AND INSTALL � I I "' 0 o &' P.H. WOOD O m cn 'o v O a Q 11 N I 201 X 22'-3" � I m H _� STEP-DOWN 5HOWER W/LINEAR DRAIN AND BAR 11 I I � N DOOR TYPE I w c�=U�� I II I ~ j - - z 4,1 4- v co iv o OZ � Q dwLU ENCLOSURE 1 1 1 -v0I I 1 11 I 0 �m�Lcm o M 0 2~ a CONTRACT I c. � N CONTRACT Ln WzFRAMELE55 aU_ W -P 3068 908 8 GLA VST-30-8-VV0OU& -EA - cg EXISTING P.D.S. ¢ AND o U z - - - G NEVV-;r306_"7&_GLAS WELLS ROOM W/ L a_� I I d I y I 13'-0" X 10'-11"�, STORAGE ABOVE (u 3 0@ cn ► o SPECIFICATIONS TAKE PRECEDENCE W 8' P.H. WOOD I t D N Ic- �' N ENTRY PORCH Q rNnz �� > i POWDER m PAINTED NICKEL LAP m ° w m rn ° o2 11 J ° �� 2 S � � o 4-1 � F' c NOTE: CLIENT WISHES TO 1 I I OVER THESE DRAWINGS ■ A N EXAMINE THE BEAM ABOVE THE I I CONFLICT �o�v z LU r-, o ° a� Q C) CEILING PLATE IN THIS GARAGE AREA 0 OPTION I d PH PAYERS BATH ON CONCRETE _ I 8?HXILE„ - FOR STRUCTURAL INTEGRITY U Q0-,a,m� +�,_M DEFAULc v a .L `°9' 1 IIWILL � T T® `JAIZ II ° E > L T -- - ,Z - T� -� /- _ -Z - - - U o _r o c o N NEW -3060 -SH -2/2 NEW-3060-SH-LEAR-2/2 NEW H.B. 1-+ =- (n > O 6 = 1 - l - - -- LA -- -- .. L� � j i C 4J � �- r -I [t' NEW -3060 -SH -2/2 NEW -3060 -SH -2/2 a N EXISTING O . - t O - Q1 L d1 00 I� SECTION 831 O 6X6 PT POST WITH 10" COMPOSITE SURROUND WRAPPED -TYPICAL AND 2-2X12 &25YP ~ 0 E C71 H.B. R ® ®� BEAMS (U.D.N. ® o � F o- J (n (n "E ,= >, TAG E 5 (A.N.5.1.). 0 1714 p EMERGENCY ESGA�PE SND RESCUE OPENINGS�, � c U� o a) o U Emergency escape and rescue required. Basements, habitable attics and every sleeping room shall have at least one operable X �, 1 •_ N ,_ U EX15TINO HEATED: 2o256.00 J •- N A8310.1 emergency m one or more sleeping rooms, emergency egress and rescue openings shall be required in each sleeping room. 1Nhere emergency escape and rescue openin 1Nhere basements ° 2 _ g NEkN ��m5o�contain escape and rescue openings are provided the shall have E TED: & � � a a sill height of not more than 44 inches (1118 mm) above the floor. Y�lhere a door opening having a threshold below the y364.02 � C L -0 LU adjacent and is provided with a bulkhead enclosure, the bulkhead enclosure shall comply with Section 8310.3. The v o .2 O L ground elevation serves as an emergency escape a and rescueHEATED: p TOTAL Z620-02 Q Wopening > o net clear opening dimensions required by this section shall be obtained b the = M o o Wy_0 normal operation of the emergency escape and rescue opening from the inside. Emergency escape and rescue openings with a finished O � sill height below the adjacent ground elevation shall be 6ARA67E • ° ° u ° 464 00 _ CO� '� > provided with a window well in accordance with Section 8310.2. Emergency escape and rescue openings shall open directly into N_� �� rnz a public Exceptions: way, or to a yard or court that opens to a public way. 0 � 0 1 ` ° ENTRY PORCH: o�Qoo� m ° 18 Oil' J U 1. Basements used only to house mechanical equipment and not exceeding total floor area of 200 square feet (18.58 m2).COVEREDL • U a.., N U � / � U Q CU: O @ � � L � m Q n 2. The emergency escape and rescue opening shall be permitted to open into a screen enclosure, open to the atmosphere, where a screen 150.00 - c��Q� door is leading DATE: Minimum opening area.J provided awa from the residence., .� y COVERED PORCH -B: 15 ��M _ - escape an rescue openings shall have a minimum net clear opening of 5.7 square feet (0.530 m2).z ° LIKING PORCH: ,V UAll �.emergency Exception. / 400.16 o 3 a 2 o 12/4/2019 Grade floor openings shall have a minimum net clear opening of 5 square feet (0.465 m2).o > a 5LAB AREA: 2,bbO.00 � r_f . opening height. .L �, _ � `° c `° z S t NEN SLAB AREA: c °ccZ o - U SCALE: The minimum height 5.inimum 1,244AI ° U > net clear opening shall be 24 inches (610 mm). U •80MMCL Minimum opening width. Q U � � ° � TOTAL UNDER ROOF: .� : 2= 4,060. 1 �� _ �_ 11 /4 1 0 ..- ° a�� The minimum net clear opening width shall be 20 inches (506 mm). � � � .L E L COPY ��u c� Operational constraints. N L ° SHEET. Emergency escape and rescue openings shall be operational from the inside of the > L c� �, L L ° a c c > room without the use of keys, tools or special knowledge. a .3 - .0 A-10 U - u) -au)o N INSULATION NOTES: 1. WALLS: R-13 & R-19 FIBERGLASS BATTS 2. ATTIC: 5.5" OPEN CELL FOAM 3. KN EEWALLS : R-19 FIBERGLASS BATTS 4. SOUND ATTENUATION INSULATION: N/A CONTRACT NOTE: SPECIFICATIONS CONTRACT AND TAKE PRECEDENCE OVER. THESE DRAWINGS. ANY CONFLICT WILL DEFAULT TO SAID DOCUMENTS. DIMENSION NOTE: IF THERE IS A CONFLICT BETWEEN THESE DRAWINGS AND THE ENGINEER OF RECORD STOP WHAT YOU ARE DOING AND CALL CHIP MITCHELL @ 904-993- 2231 TO RECTIFY THE CONFLICT! OFFICE COPY N fl a O N 0 o L CL O ao o ° O > 0 o, v c c,6 � U Q 0 'L d U � - a � O N O u ° U o L JU Q O L L Vi Z) O O C (n0 i 01.0 — C N C @ 0 L U C O "- _U Lo CL)flO .� , cl U V) !1 U N O C U r. a C N O v) O O C C .0 O OU C Z — ra fo3 4- V) 3 u O0 C o c — (1) (n 0) > s C C s N o ° c m U m C • 4-1 � M C w x 1, L N p v O C — C E 41 O J "- m N J ° c LE +, ° 0 U o c E�a(n� (vJ L 0) L L O M O E ro o, f c 3V) rp Lfo1 o C 3 m ami --C ro L U r6 r6 O w C V> C o L y C u a _7 C_ V) N N t r6 O O CL O v N .� N L > O o � O ° c v > _ 0) O 'L- Q) N •_,w O `�' -0 C N .= N N M L N"0 J >, aa)O -J N E 7F; V) 0 + r0 O ra ° C �? ro N 0) fo 0 0-0O � -0 .> fu Q N U 03 U° N u :L' yam.,, N C u L U +° CL E U O V) C 4= O .� ~ u Q) 3 0 0 0 4-1a ° @4-1 L a >. i -0 C t0 cn N L O C U L o N w O° C 0 O N fa Z3 w U r6 � N ro ro LO r aO+ O Vj LL L U �N-V�oM O t U a, ° 30ro. s -z4� yy L rQ C ° ° O iy C Ln 11a.., r C y-+ U) _ r0 Q) O Q o U C °' a ° L .' 01'-3�E> +� Q) au ;o v ° 0 0 O 0 m r9 cn s 0 a�EMA 'u m s -0 4. L > ro s QJ Vim) (n O J N C C> U L oCL — u -0 U O > � V7 N f s L0 � s f - O u41d 7 V) N C N ,01 +' � 4J N C 0 (O fl L Q - O i !(6 Q C > Nui p r' a L fl 41 N C U O O- U 0 L N 3 rp V V) C) t0 N n C 4- O 0 ° o Q) a o v t} v 0 U w 0 s a U 0 ra V) U c , 0 c: c 3 ° Q u ro r0 s U C - 2r O s 0) J U CC� U i N:EC i,= z o 3 OL > L o Q aw ° �0 �� m L — V) � LL>' 0 C m U-, co) -C o+) z U-00 C� O 0 5) > y✓ a� C s L lu 0 a--+ L • O > &;m-a.LE N 'D •L ro w a °C) -0 °c' > ai °�ra�ms -0rA-0(no PLAN # 475 W F- 0 U) Ti W L11 0 Z � m O N ) d 0 Un U H L� r Q � M O ;,D M Z Z N > O Wrj M u- N Q O T'•I h i V) ® qC O .i Lr)� Z a U JLL O N _1 o O a U u— U) O CL U V) 0 0 U ck� W 0 0 Q ,..., p0 � z Lu 00 Z CL a V) H = J J O W U r-, U DATE: 12/4/2019 SCALE: 1/411 = 11-011 SHEET: U) Ti L11 0 Z � m O N ) d 0 Un U H L� r Q � M O ;,D M Z N > O Wrj M u- Q J Q O T'•I h i ,Z L.L ® qC O Lr)� O U JLL Q r-) N _1 o Q a U u— U) M co W U V) z U ck� W 0 0 ,..., F- u z 00 CL a DATE: 12/4/2019 SCALE: 1/411 = 11-011 SHEET: N Ti L11 0 � m N ) d C) U O O� m U Q O ;,D N Z N W M ' u- m J T'•I h i mLn O Lr)� U _J [o Q r-) DATE: 12/4/2019 SCALE: 1/411 = 11-011 SHEET: CONTRACT NOTE: CONTRACT AND SPECIFICATIONS TAKE PRECEDENCE OVER THESE DRAWINGS. ANY CONFLICT WILL DEFAULT TO SAID DOCUMENTS. 011 LEFT (WEST) ELEVATION JAMES HARDIE LAP SIDING TO BE INSTALLED ON THE REBUILT REAR WALL OF THE HOME INSULATION NOTES: 1. WALLS: R-13 & R-19 FIBERGLASS BATTS 2. ATTIC: 5.5" OPEN CELL FOAM 3. KNEEWALLS: R-19 FIBERGLASS BATTS 4. SOUND ATTENUATION INSULATION: N/A ' II II 1 II II ` II II 11--`-4 11-1--11 1 II � II 1 1 1 II � II V I I -LA "I 1 II L M Q) L L 0 N U O vi 'L 3 C a1 O Q) 0 a 0 N E0>'`a C UI -O L L L 4- U.� (O O ~ C U Q 0 a CU Q NL- z U) 0 4 .� 0 (3) U U U U o L J U w M a X L L vi D 0 O C cn 0 C 4� > a L U C O � w 1-8) U � -0 a a) a) U cn O N O C C V .i'' a C N O N � O O C O U C } Z— Cru R � U, 3 0) O 4) c0 = 70V) :1 Z' U (1) Q) O C Q O• c 4 O L � — o � U N . a LL1 E a; a Q) Q L- Q) L O 4-Q) — C 0UU J ® , N J R1003.q Terminat�nn �iimneys shall extend at least 2 feet (610 -0C: U E•FnQ)�._ O � U O C ° J O r L mm) higher than any portion of a building • Q1° � W � E .- O u) 0) within 10 feet (3048 mm), but shall not be C7 Ln less than 3 feet (q14 mm) above the � W ° ° > highest point where the chimney passes U' ° _Z C O fa through the roof. �0_.0'a) 3 I o U) 0) O � C C L �= C r FRONT (SOUTH) ELEVATION RIGHT (EAST) ELEVATION 0 O o L > 61 Q O z a) O C Q) U cu 41 4- 0 3 C N 0 O to > N -6--JJ >, Q � O H O Q) E � 3 ' C -O ra 0) ro o C 0)20 o opo � ,0�>orn CL a) U = o OU N• j.0 C T i 4- N C U L ru M� a >'> U O vi C E E o a a) cu E 2 Q a� >' = '>a i o -O C M M N L U L C 0 U, O; O 0 Q) U 0 4 `r- U 70 3 (U 0 E n .o L 4_1 C vj UO:L U C L O Q O i U N H 3 O . L (6 O 0 OU °;oma 0~25 ��C �. ca N Q) N 0 Q 0 C N L °�5,E> ;�o�o0 o L 0 V)> L C Q) O Q) 0) —C 0 4-1 U J L o Q) a Q U OU Q) O > cn m LJ a C O cn d) E O Q) O O U Q N L (Q Q .0 C > L N MLU4-1 O V +' O_ Q) - U O 0 CU) 0 i N ro ro 4.1 U M o 6 ) L O NOTE: DUE TO THE . I �� C �-' �- L Q) _ to U C a..,, EXTREME MAKEOVER OF L ° �'� L � C 3 -5;.0 U �a A t LL JTHIS STRUCTURE FI ? @ U co 0 J O U U E'� v 3 ADJUSTMENTS WIL z o 4- L BE ��Q) �� _ Js Q) � °� rtCl,(U1RCV! PLAN # 475 W F- 0 of �^—E W z CeH C7 V Ln O o C L LU 41 N L U OFFICE COPY Q nUi L O .� E Q E z O Z o j 0 I o U) 0) N U — .L cp H Q 4 L 16 V) O 0 0 01 (7 VI L (nL L L ao M o UL o N U i L aJ 70 U) _0cn O PLAN # 475 W F- 0 8 W z CeH V Ln Z Lq M z� W, E Q E z O Z o j 0 w o M 0) z H Q O V) 0 0 0 01 No J z ao M o > o N Lr) M' = Q 0 d Q W V— z o CL U) 0 a Uj 0 /®^' L o 0 C z V) a 0 Uj LU .JW O U U DATE 12/4/2019 SCALE: 1/411 e 11-011 SHEET: A-13 8 z U V Ln Z Lq M z� W, E Q E z O z o j 0 w o M 0) z Q O LU p[ 0 0 0 01 No Ln 0 M o o N M' = OQ Q) Q d Q DATE 12/4/2019 SCALE: 1/411 e 11-011 SHEET: A-13 z O 0 Ln F-1 M M j 0 zN�r M 0) z Q O LU p[ 0 0 No 0 �U—N J = OQ d U V— Lr) m LL U) Uj 0 /®^' L U C 00 a 0 Q DATE 12/4/2019 SCALE: 1/411 e 11-011 SHEET: A-13 N c Ja QP -4 0% k." 4�1.- W ti X M > 0 O O O O cr I>'O r;P� --i C — C 0 M 0 rn Q OU3 > C 0 90z —' --0 0 . _ v X C C rn (n rn — rn T C O m,�- 1 U' X z X A o 90 > z .7K 0 o M C m M :E m I z F--� i m O — U) (J) U)C%n — 10— - h, w rn '— O �-, C X (/" r" AJ r X Z rn Us ;1V ® - z U) M M M cs� O z —, �-- F cS� -rt rn U� CSS r m t-- 1 UJ (!). 90 M L U) - z 01 U) o n C iti 0 -n X M n n -� m > --I C M" z _ 0 U) -'� r m - AO O F • ■ ■ n ® M (!1 -n i11 z n -I END o� ae°evo°oee L;J NJ e � W 71� z ly •• O Lrl z z O w —I C 7a -v D . , a o rn Cn , —I�7a - -- (D-n n �o - z � rn 1-4 rn r--- � z -n 00 cn G) O m C r— D X D ( r ®� zD .. D z � D COPYRIGHT 2019: DESIGNS FOR LIVING, LLC. -Under section 102 of the Architectural Works Copyright Protection Act (title 17 of the United States Code specific tacit copyright laws drawings is subject to co Y g ) Papply to original design of a building created in any tangible medium of expression, including a constructed building or architectural laps models or 9 ) copyright protection as an "architectural work" b Designs for Living, LLC. herein referred to as Designer. It is unlawful for anyone to copy these drawings, either in whole or 'in p ' shall be restricted to the original site for which they were prepared and publication thereof is expressly limited to such use. Title to II g � part,. without the express written permission of the. Designer! The use of any plans, specifications, electronic or hard copy prints a works, specifically all drawings, specifications, and modified derivatives of any blueprints, e -files, drawings, or specifications remain the Designers without prejudice. VISUAL CONTACT with an of these drawings, or their purchase constitutes prima facie evidence of the acceptance of these restrictions! This has held precedent in the North Florida Court system! Any and all violations WILL result in le al action b in Y shall verify all dimensions, details, &specifications prior to construction. Every .attempt has been made to avoid mistakes. The contractor an g e g taken and litigated damages to the full extent allowed by law!" No exceptions and no excuses! Contractor &/or owner d the owners also fully acknowledge that they have full copyright release approval and Designs for Livings LLC nor R.E. Chip Mitchell shall not be liable for error for copyright infringement or .other errors after delivery via emailof drawings including after construction has begun! This copyright I w is only valid on building designs created on or after December 1, 1990. z � rQ JOHN DODSON n � D � m N rn PROJECT DESCRIPTION: DODSON FAMILY RENOVATIONS 475 PALMWOOD LANE ATLANTIC BEACH, FLORIDA 32233-5607 R/E #: 172020-0194 CLIENT APPROVAL SIGNATURE DATE rQ JOHN DODSON 0 � D N rn 110 PROJECT DESCRIPTION: DODSON FAMILY RENOVATIONS 475 PALMWOOD LANE ATLANTIC BEACH, FLORIDA 32233-5607 R/E #: 172020-0194 CLIENT APPROVAL SIGNATURE DATE JOHN DODSON CELESTE D. DODSON ELECTRICAL NOTES: 1. METER LOCATION TO REMAIN IF POSSIBLE 2. PROPERTY HAS PUBLIC SERVICES 4. WATER HEATER TO BE 80 GAL HYBRID W/RECIRC PUMP 5. SECURITY PRE -WIRE & TRIM -CONFIRM WITH OWNERS 6. PRE -WIRE & TRIM FOR CAT5/TV PER PLANS 7. CONFIRM WITH OWNER ON STRUCTURED WIRING 8. CONFIRM ALL ELECTRICAL W/OWNER PRIOR TO WIRING ANYTHING 9. PRE -PIPE FOR FUTURE POOL 10.R000H FOR FUTURE GENERATOR 11.PROVIDE GOLF CART CIRCUIT IN GARAGE ELECTRICAL - DATA - AUDIO LEGEND SYMBOL DESCRIPTION N Ceiling Fan o' U Ventilation Fans: Ceiling Mounted, Wall Mounted 0 g Ceiling Mounted Light Fixtures: Surface/Pendant, Recessed, Heat Lamp, Low Voltage � M Wall Mounted Light Fixtures: Flush Mounted, Wall Sconce 00 Chandelier Light Fixture U) Fluorescent Light Fixture O 0 U o CY) 240V Receptacle P WPP G114 110V Receptacles: Duplex, Weather Proof, GFCI W� 3 4$ Switches: Single Pole, Weather Proof, 3 -Way, 4 -Way D T1 44;� Switches: Dimmer, Timer AV Control A$ Audio Video: Control Panel, Switch sP —SP Speakers: Ceiling Mounted, Wall Mounted C5',,7 c'/-'vY. 7 Wall Jacks: CAT5, CAT5 + TV, TV/Cable 77 Telephone Jack Z Intercom Q Thermostat o Q Door Chime, Door Bell Button So � Smoke Detectors: Ceiling Mounted, Wall Mounted EP Electrical Breaker Panel L.P. GAS NOTES: 1. BURY A 250 GALLON TANK -LOCATION TO BE DETERMINED, CONFIRM SIZE 2. PIPE FOR THE FOLLOWING LOCATIONS: RANGE & GRILL STUB 3. CONFIRM ALL LOCATIONS WITH THE OWNERS PER FBC-R-E3902. 1.6 AFCI PROTECTION REQUIRED Arc - fault circuit -interrupter protection. All branch circuits that supply 120 -volt, single-phase, 15- and 20 -ampere outlets installed in family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, or similar rooms or areas shall be protected by a listed AFCI, combination type. LANDSCAPE OUTLET- PER UTLET A,PE OUTLET — — — — PER FBC-R-E4002.14: TAMPER RESISTANT RECEPTACLES--------- (TRR) PROTECTION REQUIRED Bathrooms, garages, kitchens, living rooms, hallways,, laundry areas, bedrooms, outdoors and outlets under 5'6" a.f.f. EXCEPTIONS: Outlets located more than 5 1/2 ft above the floor, Outlets that are part of a luminaire, Outlets dedicated to appliances that cannot be easily moved. PER FBC-R-E3901.7, NEC 210, E3901.7 & E3902.3 GFCI PROTECTION REQUIRED Bathrooms, garages, boathouses & accessory structures not intended as habitable rooms and limited to storage, work & similar uses. Outdoors, crawl spaces, unfinished basements kitchen countertops. Outlets within 6 feet of laundry, utility or wet sinks. Balcony, deck or porch greater than 20 s.f. One at the front and back of the dwelling and at the condenser units. EFFICACY NOTE: FBC-R EC R404.1 & R202 BUILDING CODE REQUIRES ALL ---- INSIDE & OUTSIDE LIGHT FIXTURES WILL USE CFL OR LED LIGHT BULBS. � Lie 220V FOR EXISTING IRRIGAT ON WELA DSCAPE OUTLET- ,4" -LIED / WP 4 D FRIG GFI N 4" -LED 4" -LED I _ _ _ _LL_ SURFACE MOUNT a // T oGFI -� IT / 3 I WP FI I F WH 220V 220V -GOLF CART OUTLET -- 0 �-2-BULB-48" LED I / o GFI-PLUG BAR I r — GFI / � o I— / 4" -LED LL I --j ICE-GFI I GF1 WP 7 2 -BULB -48" LED / 4' LED ACE & INSTALL cFi FF -- — � i T T LANDSCAPE OUTLET- `v AFCI EXCLUSION NOTE: THE 2014 CODE E3902.16 REQUIRES CONTRACT NOTE: REFRIGERATORS AND FREEZERS TO HAVE AN AFCI CIRCUIT BREAKER IN THE PANEL. THESE ARE VERY SENSITIVE AND VERY SUBJECT TO TURNING OFF THUS GREATLY INCREASING THE POTENTIAL FOR LOSS OF FOODS WHEN YOU ARE AWAY. SHOULD YOU SUFFER FOOD LOSS IT IS NOT THE LIABILITY OF THE BUILDER OR THE ELECTRICIAN. THE CONTRACT AND SPECIFICATIONS TAKE PRECEDENC._� OVER THESE DRAWINGS. 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Z UJ � 0 L6 oC 0 rj (� > U} z Q �O r-4 O > O a� V) M O 0 O a< W 0 o � Z U W 0 ® a I --I z o 0 zLU ® I-- c~n Q Uj = J W U U 12/4/2019 SCALE: 1/411 = 1'-0" SHEET: A-15 V/ E; N o' U z G t� vi � M 0 U) O 0 U o CY) H I--- CD � M 4 o cl" M ® Z N I. Z UJ � 0 L6 oC 0 rj (� > U} Ln O �O r-4 0 LLL O a� Q M O a< 12/4/2019 SCALE: 1/411 = 1'-0" SHEET: A-15 V/ N Ln 0� z O kD � M 0 U) O 0 U o CY) H I--- CD � M U M ® Z N I. Z UJ � 0 L6 oC 0 rj (� > O 0 O �O J LLL N oa Q J = a< CO \ � Z U W 0 ® I --I z U® LU O ® I-- Q 12/4/2019 SCALE: 1/411 = 1'-0" SHEET: A-15 N .-I Ln 0� � M N O 0 U o CY) CD U O a� N z N LLJ M UJ 0 L6 ED J e -i H (� > �z co �O � J U m Q 12/4/2019 SCALE: 1/411 = 1'-0" SHEET: A-15 w CONTRACT NOTE: CONTRACT AND SPECIFICATIONS TAKE PRECEDENCE OVER THESE DRAWINGS. ANY CONFLICT WILL DEFAULT TO SAID DOCUMENTS. INSULATION NOTES: 1. WALLS: R-13 & R-19 FIBERGLASS BATTS 2. ATTIC: 5.5" OPEN CELL FOAM 3. KNEEWALLS: R-19 FIBERGLASS BA TTS 4. SOUND ATTENUATION INSULATION: N/A hl L- V) N L L- 0 0 a cn v O Ln 3 c a�a'-'o(v E o c 0 c V) _O L- 'L L V- aL- L U 0 Up U o v L Z O OL p v u E u Ln U °o J L U 2 fo Q x L O (= O a) o.- c v u c O w Vfp �� c� 2 U Vl a 05,- O C U V a 0 N O � a O O C O T4+Z_ u c '� m a°i c `0 v 0 U) � -c C L � O O 0 L v U V) C a.., N � B C W a m N N L O 0ucm: _c E O o U -E- , J C 4- 4- 61 E 'O v 'C V) O- u > o m L L c a Vi E ` �u c +� 3 Vim) � N a a L `-Or- a) O (p � +�- c a) N v ra u c O c c - a _ ac m c� v m I _C _7 @ v 0 o c c 2 m o" ° u 6, .� 'on ° L > a, a ° z v 0 v ro u Q) o .L .c: .L > a--� 4-- O 0 C 0 (n > L v o-� >, a o v b N � vi c c co cp ro O +�� c ' V� v clo o '0 Ci a v u 3 U v U c U u >, mo - 4. 4. a>>.E u O Vi C w FJ O . 01 Q v +-O a N m L c L v (Q L _ u v v >` > i ig ..6 C O m v L U L � � 3 0 u 00 O v +-+ o `�- U � .ty ro 70 N C vj a O -W O V) W L u C V) L -c 0 � O4-1 i 01 v 4- 3 O U u . a..+ L rp C 'D N O � O a4-+ U 4"- -80 c v (,un o U N 0 u� E > Ln u w O C R C v v � O O 48 L V) > LO C N L V) .41 O L v _ C v OL J cn V) E ' 0� co c >, v a N U N O .fl V1 O > V) L O 76 0 w a - c. v v E c v a� O O cB -0 Q , _V c j L Q) M W p 41 CL L i a o E U 0 0-0 U O i N 3 0 O U VJ o O u) 'o o °v C L U v v u v -ca u 0 u, U C C C Q O �U N ( v N C (6 .0 u C '- U C 4- o V) -) u O U C � � o � ice. • z o a Qu) L ° V) a -o aw v w a' +, ° m�� V) O L _ (n . �> racro� ac o•w v z o :oi uo •� C� O o M Vi > U1 ` v 12 Cc: i p X --E L .> O O C N OFFICE COPY ,31 V) - p .L E L 4- N �L n V) L V .L o V L- 0) } -0 °1> v Q- _ = N 0 UL L .1.-1 U -0 cn _0 U) O J W N W O` z c u O Ln O U O zz m M .._. z m a Q E p ._ O Z Z p zN N fM Z 3 p u- 0 LL W ® 0 rj J9O I.Nf.. 0) z Q C J > Ci ry'l)" U*) o1 Q) _0 p O _0) n; ce 4 O' O CL rn o p co �z Q p p O H uC p z Z Lu to W z w J J a p w U U 12/4/2019 SCALE: 1/411 = 11-011 SHEET: N O` z c u O Ln O U O zz m M .._. z m a Q E p ._ O Z p zN rj M fM Z 3 p u- 0 LL W ® 0 rj I.Nf.. 0) 1. rj C J Ln Ci ry'l)" p -0 o1 Q) _0 ryl _0) n; cn Q fU 4 O' p II rn 12/4/2019 SCALE: 1/411 = 11-011 SHEET: N Lr) Ql � z c O tD O Ln O U O HL 1� m M U p M rj j O zN rj M � O) Z p u- 0 LL W ® 0 rj I.Nf.. } '-j- rj J U O m J LLI ` 0Q aU*k co �z �U� W p O H uC z Lu O O J a Q 12/4/2019 SCALE: 1/411 = 11-011 SHEET: N Lr) Ql � c l0 N O U O m U p O a� N z N W M p u- 0 LL m J H Q1 } z � O m J U m Q 12/4/2019 SCALE: 1/411 = 11-011 SHEET: i I I NST LL I NO TSTUGGO NRAF* ON YERTIGAL NALLS, BEFORE INSTALLATION j OF DOORS OR NINDONS CD 1yI = o I i ' I I , II ®r II 1 I. Unwrap roll at corner, leaving 6"-12" overlap. NOTE: Apply wrap with grooved surface pattern In VERTICAL position for proper drainage. 2. Roll should be plumb. Bottom roll edge should extend over sill plate Interface. SHINSLE Stucco Hraiig over back edge of weep screed for proper water drainage. For maximum air leakage reduction, seal wrap with caulk or tape to wee screed. p Don't block wee holes. p 5. Secure Tyvel$ every 12" -IH" on vertical stud line. with wood, Insulated sheathln board or exterior gypsum board use lar e head gyp g h ad or plastic washer head Halls, as a best practice. wide staples with I.OJnch minimum crown can also be used. when attaching to masonry, use adhesives with polyurethane, elastomerlc or latex base. 4. Unroll directly over windows and doors. Upper roll overlaps bottom roll by 6" horizontally. 5. COVER Interface of upper and lower top plates with Tyvek ®. As a best practice, TAPE all horizontal seams at band joists, headers and roll overlaps with 2" or 5" DuPont Contractor tape. Tape any accidental tears or damage. 6. Make a modified T' OUT In Tyvek®. li 1. FOLD flaps inside around window or door openings. Fasten every 6". Trim excess Tyve14 . NOTE: Apply wrap with grooved surface pattern In VERTICAL position for proper drainage. H. Tack up bottom sill flashing, overlapping rough sill by 4"-5". As a best practice, make two vertical corner cuts in the flashing. FOLD flashing over rough sill. 9. Tack up side flashings, OVERLAPPING bottom 5111 flashing. Out two 45^ angles In Tyvek®from each top window corner. Then, Install window or door according to manufacturer instructions. IO. Install head flashing UNDER top flap of Tyvek®, OVER window flange. Extend flashing out OVER side flashings by 3"-4". Fold top flap of Tyvek®OVER head flashing. TAPE both dlagonal cuts. FIBERGLASS SHINGLES OVER ROOFING ----------- UNDERLAYMENT (SEE ROOFING DETAILS) WD ROOF SHEATHING OVER PRE -ENG WD TRUSSES (RE: STRUCTURAL DWGS) INSULATION BAFFLE BETWEEN EA TRUSS HURR CLIP @ EA TRUSS16" O.H. \ -� U.N.O (RE: STRUCTURAL DWGS) Jam- �----� (2) 2x PLATE #2 SYP PVM HM (RE: STRUCTURAL DWGS) uaacarxs. EXTEND SHEATHING TO TOP / CHORD OF ROOF TRUSS AND 7.2.0 Jamb and Head Flashing Installation Using Self Adhering Flashing TAPE ALL JOINTS IN ACCORDANCE C W/ MANUFACTURES WRITTEN Q) INSTRUCTIONS ALUMINUM DRIP OVER PT 1x2 OVER VINYL FINISHED 2x6 FASCIA VENTED VINYL SOFFIT INSTALLED PER MANUF WRITTEN SPECIFICATIONS FRIEZE (LOCATION PER ELEVATION) 2x WD STUDS (RE: STRUCTURAL DWGS) -- WOOD STRUCTURAL SHEATHING PANELS W/ OVERLAY - WATER -RESISTIVE BARRIER. INSTALL PANELS AND TAPE ALL JOINTS IN ACCORDANCE W/ MANUFACTURES WRITTEN INSTRUCTIONS (REF: STRUCTURAL DWGS) FIBER -CEMENT ENGINEERED - 12 (SEE �ELEV", 7" BLOWN ROOF INSULATION (RE: ENERGY CALCULATIONS) 1/2" ANTI -SAG or 5/8" GYP BIRD @ CLG -: 1/2" GYP BIRD BATT WALL INSULATION (RE: ENERGY CALCULATIONS) PRE -PRIMED VERTICAL SIDING W INSTALLED PER MANUF WRITTEN z SPECIFICATIONS w J HOLD EXT SHEATHING ABV SLAB (SEE DETAIL) / 2x PT PLATE, SET BACK 1/2" FROM SLAB EDGE, OVER FOAM SILL SEAL (RE: z STRUCTURAL DWGS FOR ANCHORAGE) 6 if MINI _ -_- f �- FINISH GRADE - II_ill II 61 II rIIII�IJ'IV�il��lll-1l I 6 MIL POLYETHYLENE VAPOR �° °" ° n -� --� BARRIER OVER CLEAN (SLOPE AWAY) _ - _ I COMPACTED & TERMITE TREATED ® FOUNDATION/FOOTING VARIES (SEE STRUCT DWGS) TYPICAL WALL SECTION (ZIP SYSTEM) VERTICAL PANEL SIDING FINISH (SEE ELEVATIONS FOR LOCATIONS) 1" _=V-0" R"iO3.45 FLA5HIN6. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED 5HIN6LE-FA5HION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLA5HIN6 SHALL COMPLY !^11TH AAMA 111. THE FLASHI SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. ,4PPROVED CORROSION -RESISTANT FLA5HIN65 SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: I. EXTERIOR WINDOW AND DOOR OPENIN65. FLA5HIN6 AT EXTERIOR WINDOW AND DOOR OPENIN65 SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINA6E. FLA51 I11ko AT EXTERIOR WINDOW AND DOOR OPENIN66 SHALL BE INSTALLED IN ACCORDANCE WITH ONE OF MORE OF THE FOLLOWING OR OTHER APPROVED METHODS: 1.1 THE FENESTRATION MANUFACTURERS WRITTEN FLASHING INSTRUCTIONS. 1.2 THE FLA5HIN6 MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. 1.3 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, OR Fi 7A/WDMA 250. 1.4 IN ACCORDANCE WITH THE FLA5HIN6 METHOD OR A RE615TER'.D DE516N PROFESSIONAL 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONS TRUGTION WITH FRAME OF STUCCO WALLS, WITH PROJECTION LIPS ON BOTH SIDES UNDER STUCCO COPIN65. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR A55EM5L, OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 1. AT BUILT-IN 6UTTER5. ALL WINDOW AND DOOR FLASHING SHALL COMPLY WITH FMA AMMA 711, 100, 200, AND 250. EXCERPT OF FMA AAMA 100-07 6.0 PRE WINDOW INSTALLATION PROCEDURES 6.1 Pro -Installation requirements performed by others, per the manljfoctures instructions. 6.1.1 Rough Openings 6.1.1.1 The builder/contractor shall construct the rough openings In accordance with the window manufacturer's size and tolerance requirements. 6.1.1.2 The rough opening shall be plumb, level, square and true withiln 6 mm (I/4 In) prior to the Installation of the window. Manufacturer's Instructions may supersede these tolerance ranges. 6.1.2 Water -Resistive Barriers (ARO) This standard practice recommends that the WRB be Installed prior to the window Installation. The Installation method described in this standard practice Is basoct on this sequence. 6.1.2.1 The application of the WRB involves covering the vertical surfaces of the wall, lapped, fastened, taped and sealed per the WRB manufacturer's instructlons. 6.1.2.2 Penetrations through the WRB for the installation of windows shall be made In accordance with the WRB manufacturer's recommendations or this standard practice. 6.1.2.3 The WRB shall be applied In water shedding fashion, starting at the base of the wall and Harkin g towards the top. The WRB shall be applied to the face, of the building framing or sheathing. 6.2 TWO LAYER WRB SYSTEMS 6.2.1 A two layer WRB or building paper (BP) system may be requirosd in accordance with state and local codes. The window shall be flashed/Integrated with the WRB and into the wall per the WRB manufacturer's Instruction. 6.2.2 After the Installation of the second layer of WRB, the cladding shall be applied with a weep screed installed at the bottom of the first floor and at the bottom of any floor above or over a concrete masonry unit (CMU). 7.0 WINDOW INSTALLATION PROCEDURES 1.1 PRE -INSTALLATION INSPECTION 1.1.1 In the event that the V4R5 Is Installed after the window installation, refer to ASTM E 2112 for varlous sequencing considerations. 1.1.2 Before Installation can occur, the Installer shall Inspect the WPtB to ensure that It is installed In accordance with this standard practice and the NRB manufacturer's Instructions. Any tears, penetration or defects within 305 mm (12 in) of the rough opening area shall be sealed per the k4RB manufacturer's Instructions before the installation starts. Refer to A5TM G 155. 1.1.3 The installer shall verify that the rough opening is plumb, level, square and true. The Installer shall notify the contractor to remedy any discrepancies per this standard practice. 7.1.4 The Installer shall Inspect the fenestration product for damage: and repair or replace if necessary. 1.2 INSTALLATION PROCEDURES 1.2.1 In the event that the WRB has not been previously modified, the Installer shall complete the following steps: - Carefully cut the WRB In a modified "I" pattern as shown in figure 1. The full -I cut of o the NRB Is alsaccPntnhla - Fold the bottom and side flaps over and behind the Interior side of the framing (see Figure 2). IF]OURE 2 INTERIORI - Attach the NRB Into position on the Inside of the rough opening, and trim any excess as required. 1.2.2 At the head of the opening, starting at the top corner of the window (rough) opening, measure from the corner horizontally and then vertically a distance elqual to the roll width of al'lp 'C-, uric rnutw a murk (see r-Igure 3) YIQB Low TO BE - N.r6FRNs' O Be -- HRVON op".FNooat 0"s, ass wM ase km FIGURE 3 EXTERIOR At a 45 angle, carerully cur the the HRS on a diagonal (see Figure 4). Repeat this step on the opposite corner. 2X Gent) r L- (n Q) L L else the bottom edge of the flap created In the WR$ and temporarily tape the top Install shims In such a manner that they are not permitted to Interfere with the application of the 7.2.10,5 Gut a Ie 0 N C O corners and center to the exterior face of the WRS above (see Figure 5). This is done In air seal, which will be applied on the Interior side In the steps that follow. piece of head flashing that Is the width of the rough opening, v) 'L order to allow for installation of the window and head flashing later. p roll width of the flashing, plus 50 mm (2 in) 9 p Hing, plus two, times the - 0. � C N6 NOTE 2: Either self-adhesive flashing (see Section 1.2.00 or mechanically attached flashing (see Section 7.2.10) shall be permitted to be used for jamb and head flashing, per the followin p 9 '1.2.10.6 Apply a continuous 9 mm (3/8 In) nominal diameter bead of sealant along the mounting flange the TOO;: O a) 0 o 0 PVM HM steps. uaacarxs. IF]OURE 2 INTERIORI - Attach the NRB Into position on the Inside of the rough opening, and trim any excess as required. 1.2.2 At the head of the opening, starting at the top corner of the window (rough) opening, measure from the corner horizontally and then vertically a distance elqual to the roll width of al'lp 'C-, uric rnutw a murk (see r-Igure 3) YIQB Low TO BE - N.r6FRNs' O Be -- HRVON op".FNooat 0"s, ass wM ase km FIGURE 3 EXTERIOR At a 45 angle, carerully cur the the HRS on a diagonal (see Figure 4). Repeat this step on the opposite corner. 2X Gent) r L- (n Q) L L else the bottom edge of the flap created In the WR$ and temporarily tape the top Install shims In such a manner that they are not permitted to Interfere with the application of the 7.2.10,5 Gut a Ie 0 N C O corners and center to the exterior face of the WRS above (see Figure 5). This is done In air seal, which will be applied on the Interior side In the steps that follow. piece of head flashing that Is the width of the rough opening, v) 'L order to allow for installation of the window and head flashing later. p roll width of the flashing, plus 50 mm (2 in) 9 p Hing, plus two, times the - 0. � C N6 7.2.3 Applying a Sill Pan Flashing 7.2.3.1 There are a variety of sill pan systems available. (Reference A5TM E 2112 guidelines for the latest Information.) The pan shall direct water to the exterior of to the membrane drainage plane for subsequent drainage to the exterior of the building. 7.2.3.2 When self -adhering flashing Is used as a sill pan, cut to a length equal to the rough opening width plus at least 150 mm (6 in) up the jamb, to form an and dam (see Figure 6). w� The self -adhering flashing sill pan system shall cover the sill to at least the depth of the window, plus 50 mm (2 in) onto the face of the WRB drainage plane (see Figure 7). NOTE 2: Either self-adhesive flashing (see Section 1.2.00 or mechanically attached flashing (see Section 7.2.10) shall be permitted to be used for jamb and head flashing, per the followin p 9 '1.2.10.6 Apply a continuous 9 mm (3/8 In) nominal diameter bead of sealant along the mounting flange the N E O a) 0 o 0 ' Wwow ort(s. s{_ o :o steps. at head. Apply an additional 0 mm (3/8 In) nominal diameter bead of sealant horizontally 216 mm (e 1/2 In) above the rough opening (inline 70 ro FIGURE 7 EXTERIOR 7.2.0 Jamb and Head Flashing Installation Using Self Adhering Flashing with the tip of the jamb flashing). Apply mechanically attached flashing to head over sealants and secure with mechanical fasteners C t o w Q) L. (see Figure 19). (0 3 C (= 1.2.9.1 Apply flashing over the mountm fl f th Q C O > �- 7.2.3 Applying a Sill Pan Flashing 7.2.3.1 There are a variety of sill pan systems available. (Reference A5TM E 2112 guidelines for the latest Information.) The pan shall direct water to the exterior of to the membrane drainage plane for subsequent drainage to the exterior of the building. 7.2.3.2 When self -adhering flashing Is used as a sill pan, cut to a length equal to the rough opening width plus at least 150 mm (6 in) up the jamb, to form an and dam (see Figure 6). w� The self -adhering flashing sill pan system shall cover the sill to at least the depth of the window, plus 50 mm (2 in) onto the face of the WRB drainage plane (see Figure 7). 1.2.4 If a rigid or semi-rigid sill pan system Is used, follow manufacturer's Instructions for Installation details and Integration with the NRB and flashing. 1.2.5 Inspect and clean the back side (Interior surface) of the exterior window mounting flange. Look for any sealant gaps or misaligned welding at the corner joinery. If corner seals are missing in whole or part, contact the window manufacturer for the recommended remedy. 1.2.6 After cleaning the mounting flanges, carefully run a continuous 0 mm (3/8 In) nominal diameter bead of sealant on the back surface (Interlor face) of the mounting flange of the window at the head and both jambs (see Figure 8). Apply sealant In line with any pre -punched holes or slots in the mounting flange. Connect that bead of sealant across any joinery on the window frame at all four corners. As an option, the sealant shall be permitted to be applied to the wall surface, as opposed to the back of the mounting flange, In line or Inboard of any pro -punched holes or slots. 1.2.1 Apply a discontinuous bead of sealant on the Interior surface of the mounting flange of the sill. The bead of sealant shall have a minimum of two 50 mm (2 in) voids near the ends (see Figure 0), allowing any liquid water that has entered the window opening to exit easily. 1.2.7.1 As an alternate to the discontinuous bead of sealant, a Hoop screed or wicking h 9 ange o e window at both jambs. The self adhering flashing shall be a minimum of 100 mm (4 in). With self -adhering flashing, the additional bead of sealant over the mounting flange (see Sections 7.2.10.2 and 7.2.10.6) shall be omitted. 7.2.0.2 Gut the jamb flashing to a measurement equal to twice the roll width of the flashing being used, plus the height of the rough opening, minus 25 mm (I In) (see Figure 12) ®Q o.°' U - wRs T: E a 2x ' Wwow ort(s. s{_ o :o w� U VO CO FIGURE 7 EXTERIOR 1.2.4 If a rigid or semi-rigid sill pan system Is used, follow manufacturer's Instructions for Installation details and Integration with the NRB and flashing. 1.2.5 Inspect and clean the back side (Interior surface) of the exterior window mounting flange. Look for any sealant gaps or misaligned welding at the corner joinery. If corner seals are missing in whole or part, contact the window manufacturer for the recommended remedy. 1.2.6 After cleaning the mounting flanges, carefully run a continuous 0 mm (3/8 In) nominal diameter bead of sealant on the back surface (Interlor face) of the mounting flange of the window at the head and both jambs (see Figure 8). Apply sealant In line with any pre -punched holes or slots in the mounting flange. Connect that bead of sealant across any joinery on the window frame at all four corners. As an option, the sealant shall be permitted to be applied to the wall surface, as opposed to the back of the mounting flange, In line or Inboard of any pro -punched holes or slots. 1.2.1 Apply a discontinuous bead of sealant on the Interior surface of the mounting flange of the sill. The bead of sealant shall have a minimum of two 50 mm (2 in) voids near the ends (see Figure 0), allowing any liquid water that has entered the window opening to exit easily. 1.2.7.1 As an alternate to the discontinuous bead of sealant, a Hoop screed or wicking h 9 ange o e window at both jambs. The self adhering flashing shall be a minimum of 100 mm (4 in). With self -adhering flashing, the additional bead of sealant over the mounting flange (see Sections 7.2.10.2 and 7.2.10.6) shall be omitted. 7.2.0.2 Gut the jamb flashing to a measurement equal to twice the roll width of the flashing being used, plus the height of the rough opening, minus 25 mm (I In) (see Figure 12) ®Q o.°' U oma_ z0S a 1; ,.nC w� U VO CO L J U w ru Q Q) L. _7 -n3 N J j - O C (= O Q C O > N C -a C � U � C O QO U - (6 V-. Ln M _ L Q -C i- .1 CL T O W I.1. � ;� CLU.) O (o Uo � Q v r � m z Q N U V) CL N O C U 4-1 ro o (n O a O 0 O U C '� Z (6 rom Ln O C m o w U O N o _ r3o - �0 v) 0) :�= 7.2.9.3 Position the top end of the flashing 13 mm (I/2 In) below the location where the top edge 12.10.1 Use mechanical fasteners to secure mechanically attached flashing (see Figure 20). as - af the head flashing will cover the jamb flashing later (see Fiqure 13) ®v O C L� Q LJ (6 U ,.nC w� w C N 0) O C LL1 V)E°;� FIGURE 25 INTERIOR Q 0 L_ X O 0CUC-� �"-_j E� cc-U _7 -n3 N J j - 0 t vi 0 0'U E Q C L a V) / L ' QO SaN E n Do not Interfere with the WRB flap at the head. Tuck the top of the jamb flashing under the top 1.2.11 Remove the previously applied tape which holds the flap of the WRB at the head. Allow 41.3 flap of the NRB at the head. the flap to lay flat over the head flashing. Apply a new piece of sheathing tap over the entire m 'L M 4- o diagonal cut made In the WRB. The tape shall be compressed against the WRB and the head C -o eo 1.2.0.4 Use firm pressure to apply the self adhering flashing to promote seal to window flange flashing, which extends over the jamb (see Figure 21). and NRB. Z, 7.2.9.5 Apply a place of flashing across the head of the rough opening. The head flashing shall be cut to the width of the rough opening plus two, times the roll width of the flashing, plus 50 mm (2 In) (see Figure 14). C X 4 C O III U ,_ 0 L Cd l 4-1 O 41 Q N 0) 0 0) �� 0 ,C C " r6 O „ o o U o) N •� N � -0 > 0_ L O O C N - - C = 0) O i C= N 4� w 1.2.12 On the Interior, the Installer shall apply a backer rod and a continuous interior perimeter 0 � 'a C a� bead of sealant (see Figures 22 and 23), or aerosol foam sealant conforming to HAMA 812 O C O V) i without backer rod (see Figure 24), or other window manufacturer approved material between L u-� the I d t w n ow an the rough opening on all sides to form on air seal. This offectively forms a back Q Q) � � 1.2.9.6 Apply primer to any exposed oriented strand board (058) as required by the flashing dam to prevent water Intrusion Into the Interior. A raised, upturned log made from a ri Id o- 0 � as manufacturer. material can be also be used, if properly air sealed. If a rigid or semi-rigid sill pan was used, o N E recheck the soal between the sill of the window and the upturned leg of the sill pan and rascal v) 7.2.9.7 Adhere the self flashing with firm pressure across the head of the window on as needed (see Figure 25). top of the mounting flange and beyond the rough opening on each side, extending It 25 mm (I In) 0) m O C 4-1 over a outside edge of the flashing at the jambs (see Figures 15 and 16). v) m o mac onism shall be permitted to be applied at the jamb ends of the sill to allow liquid water to 7.2.10 Jamb and Head Flashing Using Mechanically Attached Flashing escape. 7.2.10.1 When mechanically attached flashing is used, the minimum roll width shall be 230 mm (0 in). 12.1.2 Additionally, if a rigid or semi-rigid sill pan Is used, apply a bead of sealant to the outboard side of the upturned leg of the pan where It will Integrate with the Interior side of the 7.2.10.2 Apply a continuous 0 mm (3/8 In) nominal diameter bead of sealant over sheathing (wall window and form an air/water seal. surface) and the exterior face of the mounting flange, starting 216 mm (8 1/2 In) above the rough opening (see figure 17) continuing down the jambs to the bottom of the sill mounding flange. 7.2.8 Immediately set the window Into the opening (sae Fiqure 10). 72103 Gut b jam flashing to a measurement equal to twice the roll width of the flashing being Hold the window temporarily Into position and apply shims as required to ensure the window is used, plus the height of the rough opening, minus 25 mm (1 In). set plumb, level, square and true. Fasten the window perimeter securely Into position in accordance Hith the manufacturer's instructions. For proper soolant coverage, ensure squeeze 1.2.10.4 Apply flashing Inline with any pre -punched holes/slots In the mounting flange and cover out under the flange and In fastener holes (see Figure II). any fastener heads (see Figure 18). O 0 °S_�-oE4-1 cToao�'n W ICP. w� o O oC: -0 ,I n FIGURE 25 INTERIOR Ciao S_ E4-1 r N d. O 0 O Q) - v cc-U m 0 t vi E C I O J N C / O N CL W U rro >, o ro z N O � Q) Ln M _ L Q -C i- .1 CL T O W I.1. � ;� No Uo � Q v r � m z Q Ln U0 o 'C w 0 O > N U') O cL U MIA Q 8L w m E L Ce U- Ln O C m o UZNrU� o _ Ln Ln 4- ® a I --I p0 � >- = >. L n3 LU U C)LLJ 0 < Z O O V) (o C i rlwRt 11 INTERIOR FIGURE 23 INTERIOR V) o F0 0 0 C N U o 0 U (0 1-+ � C:vol LO L! a0.+ C V) LL U O C aJ 0 i U p1 aj - 3 0 (0' _zba L: (o C Q Q OU O) 'V) N .0 -C 'a X01- c~� (3)4 C N N N 0 U ZO 7 N M -0 CL 0 °S_�-oE4-1 > W ICP. w� o O oC: -0 ,I n FIGURE 25 INTERIOR N U o 0 U (0 1-+ � C:vol LO L! a0.+ C V) LL U O C aJ 0 i U p1 aj - 3 0 (0' _zba L: (o C Q Q OU O) 'V) N .0 -C 'a X01- c~� (3)4 C N N N 0 U ZO 7 N M -0 CL 0 °S_�-oE4-1 > W 01 Q) � o o O oC: -0 ,I n a C ,N O S_ E4-1 r N d. O 0 O Q) - v 0) -C F- m 0 t vi E CL vi I O J N C C O N CL c:Q)Y-0o z N O � Q) Ln M _ L Q -C i- 7.2.12.1 In cases where shims cause Interference with the application of the backer rod or :3v) N (u E O sealant, trim excess shim material to allow for a continuous air/water seal (see Figure 26). In all cases, make sure the entire perimeter joint has been sealed, creating an air/water tight 4-1 u) ra condition. Q) o 4-_ Q j N o � ;B W 00 4-1 CL �- as , U O O U O i N 3 rCofo U O ro N C C -� j v 4- - OU 1- V) o v Q N 0 0(1) v '✓ N w U 44-1 N C Q U O rt5 (n U C 0 _ . o C3 ,a 'U C c 4J(00 1.1.11.1 To ensure adequate protection against extreme wind driven water loads (12 psf water � o m m loads), it Is critical that the perimeter Interior air and water seal lu betwoen the Hindow and the U sill pan flashing Is able to withstand this pressure load without air and water leakage. Special C7 ai 'E ied caution needs to be apple to the Interior corners. z + CL o L Lo o bN a n .0 P05T INSTALLATION PROCEDURES > o 0 N (n � s � O O 8.1 The Installer shall ensure that the fenestration product frame and sash are installed plumb, ro ,0) .- ' n v, -- level, square and true, within the specified tolerances. 82 The Installer shall ensure that all sash move freelwiththU) 0- C 0 y in air frames and that weather z O;� U (0 stripping or compressible seals make full contact with mating surfaces. - O - V) O O C 8.3 The Installer shall ensure that operable hardware such as locks, cranks, latches and hinges Q) o N operate smoothly, and that all locking mechanisms engage and operate properly. D L_ C .? C) 8.4 The installer shall ensure that all accessories and other components of the fenostratlon rn product assembly are present, such as screens and hardware. ..,, nnp o p Ln 8.5 After Installation of the window, drainage holes shall be Inspected foOlad�a fr U +� ra of any obstructions to allow drainage. 1-- LO U L V) 'E LO �> o C'FLASHIN5; UO v V) _a O PLAN # 475 W I- 0 V/ W 01 L110 00 0 ,I n O r N d. O 0 O U H m U O tD Z j LU z N Z H ¢ 0 O W I.1. O� No J r � m z Q Ln U0 J O > N U') U o Q 8L Ce U- Ln O 111 UZNrU� o di ® a I --I p0 � LnF_ L LU U C)LLJ < Z O O V) -' a H Q = J ...1 O w U :-, U DATE: 12/4/2019 SCALE: - N. T. S. CALE:N.T.S. SHEET.- A-17 HEET:A-17 V/ 01 L110 00 0 ,I n O r N d. O 0 O U m U O tD j LU z N Z ¢ 0 O W I.1. O� No r � m In 0 O Ln U0 J � U_ N Q U o Q 8L CL U- Ln W 111 UZNrU� di ® I --I 1.0 LnF_ L U C)LLJ < O O -' a Q DATE: 12/4/2019 SCALE: - N. T. S. CALE:N.T.S. SHEET.- A-17 HEET:A-17 N 01 00 ,I n � r N d. O 0 O U m U O tD � N z N W M LLL O W CO J r � m In 0 Ln U0 -� U Q DATE: 12/4/2019 SCALE: - N. T. S. CALE:N.T.S. SHEET.- A-17 HEET:A-17 BARREL GONG. ROOF TILE o/ P.T. FURRING STRIPS o/ MINERAL SURFACE MODIFIED BITUMEN, 120 MM. THICK, w/ FI5ERGLA55 REINFORCEMENT, EDGES AND PENETRATIONS TO BE SEALED I N1 PLASTIC GEMENT OVER 50# FELT ON 5/8 STRUCTURAL SHEATHING METAL VALLEY FLASHING ' I ICE 4 WATER SHIELD STRIP FLASHING I \'AL.L.EY FLA!5H I NO SCALE: 5" = 1'-0" II TYPICAL EXTERIOR FINISH OVER CHANNEL FLASHING UNDER BUILDING PAPER 4 BUILDING LATH CONT. PT Ix4 BARREL GONG. ROOF TILE o/ P.T. FURRING STRIPS o/ MINERAL SURFACE MODIFIED BITUMEN, 120 MM. THICK, w/ FIBERGLASS REINFORCEMENT, EDGES AND PENETRATIONS TO BE SEALED W PLASTIC GEMENT OVER 50# FELT ON 5/5 STRUCTURAL 5HEATHIN6 5" WIDE CONT. ROLL FLASHING NAILED TO 51DE OF Ix4 # FACE OF ROOF 5HEATHIN6 INSTALLED PRIOR TO ROOF FELT 8 SHINGLES SIDE NAL.L. FL.A!5H I NO (ROOF SLOPE PARALLEL TO WALL) SCALE: 5" = 1'-0" I METAL POST VULKEM 551, 115ONF, OR 1151 N PRIME w/ TREMPRIME TOP GOAT NON -POROUS PRIMER VULKEM 55ONF-P, OR 560 NF DYMERIC 240FC OR APPROVED DETAIL GOAT TREMCO SEALANT CANT BEAD NOTE: VULKEM 415ONF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V. YUL.KEM TYR TREATMENT OF METAL. F05T5 FROM TREMCO SEALANTS DRAWING NUMBER DG -II TYPICAL EXTERIOR FINISH FACE OF 5HEATHIN6 G.I. "Z" BAR FLASHING INSTALLED PRIOR TO $ UNDER PAPER BACK METAL LATH CONT. 'PT METAL FLA.SHIN6 INSTALLED ON TOP OF ROOF FELT 8 PRIOR TO TILE'S BARREL GONG. ROOF TILE o/ P.T. FURRING STRIPS o/ MINERAL SURFACE MODIFIED BITUMEN, 120 MM. THICK, w/ FIBE-ROLA55 REINFORCEMENT, EVOE5 AND PENETRATIONS TO BE SEALED w/ PLASTIC GEMENT OVER 50# FELT ON 5/8 STRUCTURAL SHEATHING %i HEAD NAL.L. FLASH I NO (ROOF SLOPE MEETS WALL) SCALE: 5" = 1'-0" VULKEM 351, g5ONF OR 1151 NF TOP GOAT VULKEM 55ONF OR 56ONF BASE GOAT ALUMINUM FASCIA - MECHANICALLY FASTENED FLUSH TO HARDIE BACKER BOARD AND PLYWOOD 1/4" HARDIE BACKER BOARD o/ 5/4" EXTERIOR GRADE PLYWOOD (INSTALLED A -SIDE UP AND MUST BE RING -SHANK / SCREWED INTO PLACE) (NOTE: WOOD SURFACES MUST BE PRIMED WITH VULKEM PRIMER #1'71) OPTIONAL: DUALFLEX OR CLOTH TAPE - EMBEDDED IN VULKEM 55ONF OR 56ONF DETAIL GOAT DYMERIC 240FO OR APPROVED TREMGO SEALANT CANT BEAD- I" WIDTH 1/4" BACKER ROD NOTE: VULKEM g5ONF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V. VULKEM TYF I CAL EDOE DETA I FROM TREMCO SEALANTS DRAWING NUMBER DG -05 I DUALFLEX EMBEDDED IN BASE GOAT VULKEM 551, g5ONF OR q51 NF TO'P GOAT i ALUMINUM FASCIA - MECHANICALLY FASTENED FLUSH To HARDIE BAGKIEZ BOARD AND PLYWOOD 1/4" HARDIE BACKER BOARD o/ 5/4" EXTERIOR GRADE PLYWOOD (INSTALLED A -SIDE UP AND MUST BE RING -SHANK / SCREWED INTO PLACE) _ (NOTE: WOOD SURFACES MUST BE PRIMED WITH VULKEM PRIMER #1-71) OPTIONAL: DUALFLEX OR CLO ".H TAPE - EMBEDDED IN VULKEM 55ONF OR 56ONF DETAIL GOAT DY 4ERIC 240FO OR APPROVED TREMCO SEALANT CANT BEAD- 1" WIDTH 1/4" BACKER ROD NOTE: VULKEM g5ONF MAY BE USED A5 TOPCOAT IN AREAS WITH NO U.V. \IULi<EM TYF 1 GAL_ F—POE DF -TAIL -2 FROM TREMCO SEALANTS DRAWING NUMBER DG -05 o'er E � a APPROVED TREMCO SEALANT PIPE I AT ALL SILL LOCATIONS I DETAIL GOAT OF VULKEM 55ONF-R INTERMEDIATE GOAT NON -POROUS PRIMER MEMBRANE AT 60 MILS, ON ENTIRE VULKEM 55ONF-R OR 56ONF DYMERIG 24OF0 OR APPROVED CURB SURFACE AND RUN DOWN F BASE GOAT TREMCO SEALANT CANT BEAD ONTO HORIZONTAL DECK VULKEM 55ONF-R OR 56ONF VULKEM 546 OR 1151 NF TOP GOAT VULKEM 551, 415ONF OR 1151 NF TOP GOA DETAIL GOAT VULKEM 55ONF OR 56ONF BASE GOAT I DYMERIC 24OFG OR NOTE: VULKEM g50NF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V. APPROVED TREMGO 1/4" HARDIE BACKER BOARD o/ SEALANT CANT BEAD 5/4" EXTERIOR GRADE PLYWOOD _� `� •� (INSTALLED A -SIDE UP AND MUST BE .2)0 L -r- O4- -0 RING -SHANK / SCREWED INTO PLACE) „ O �: c (v (NOTE: WOOD SURFACES MUST BE PRIMED WITH 4D m W VULKEM PRIMER #1"71) L j DYMERIC 240FO OR APPROVED TREMCO _� 9-® -Ji SEALANT CANT BEAD- I" WIDTH � r E L 1/4" BACKER ROD EXTERIOR WALL SHEATHING NOTE: VULKEM 415ONF MAY BE USED A5 TOPCOAT IN AREAS WITH NO U.V. p \IUL i<EM TYF I GAL DOOR SILL DETAIL I FROM TREMCO SEALANTS DRAWING NUMBER DG -25 4, r - °1 o M } 1-, c 2)2 rn I METAL POST VULKEM 551, 115ONF, OR 1151 N PRIME w/ TREMPRIME TOP GOAT NON -POROUS PRIMER VULKEM 55ONF-P, OR 560 NF DYMERIC 240FC OR APPROVED DETAIL GOAT TREMCO SEALANT CANT BEAD NOTE: VULKEM 415ONF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V. YUL.KEM TYR TREATMENT OF METAL. F05T5 FROM TREMCO SEALANTS DRAWING NUMBER DG -II TYPICAL EXTERIOR FINISH FACE OF 5HEATHIN6 G.I. "Z" BAR FLASHING INSTALLED PRIOR TO $ UNDER PAPER BACK METAL LATH CONT. 'PT METAL FLA.SHIN6 INSTALLED ON TOP OF ROOF FELT 8 PRIOR TO TILE'S BARREL GONG. ROOF TILE o/ P.T. FURRING STRIPS o/ MINERAL SURFACE MODIFIED BITUMEN, 120 MM. THICK, w/ FIBE-ROLA55 REINFORCEMENT, EVOE5 AND PENETRATIONS TO BE SEALED w/ PLASTIC GEMENT OVER 50# FELT ON 5/8 STRUCTURAL SHEATHING %i HEAD NAL.L. FLASH I NO (ROOF SLOPE MEETS WALL) SCALE: 5" = 1'-0" VULKEM 351, g5ONF OR 1151 NF TOP GOAT VULKEM 55ONF OR 56ONF BASE GOAT ALUMINUM FASCIA - MECHANICALLY FASTENED FLUSH TO HARDIE BACKER BOARD AND PLYWOOD 1/4" HARDIE BACKER BOARD o/ 5/4" EXTERIOR GRADE PLYWOOD (INSTALLED A -SIDE UP AND MUST BE RING -SHANK / SCREWED INTO PLACE) (NOTE: WOOD SURFACES MUST BE PRIMED WITH VULKEM PRIMER #1'71) OPTIONAL: DUALFLEX OR CLOTH TAPE - EMBEDDED IN VULKEM 55ONF OR 56ONF DETAIL GOAT DYMERIC 240FO OR APPROVED TREMGO SEALANT CANT BEAD- I" WIDTH 1/4" BACKER ROD NOTE: VULKEM g5ONF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V. VULKEM TYF I CAL EDOE DETA I FROM TREMCO SEALANTS DRAWING NUMBER DG -05 I DUALFLEX EMBEDDED IN BASE GOAT VULKEM 551, g5ONF OR q51 NF TO'P GOAT i ALUMINUM FASCIA - MECHANICALLY FASTENED FLUSH To HARDIE BAGKIEZ BOARD AND PLYWOOD 1/4" HARDIE BACKER BOARD o/ 5/4" EXTERIOR GRADE PLYWOOD (INSTALLED A -SIDE UP AND MUST BE RING -SHANK / SCREWED INTO PLACE) _ (NOTE: WOOD SURFACES MUST BE PRIMED WITH VULKEM PRIMER #1-71) OPTIONAL: DUALFLEX OR CLO ".H TAPE - EMBEDDED IN VULKEM 55ONF OR 56ONF DETAIL GOAT DY 4ERIC 240FO OR APPROVED TREMCO SEALANT CANT BEAD- 1" WIDTH 1/4" BACKER ROD NOTE: VULKEM g5ONF MAY BE USED A5 TOPCOAT IN AREAS WITH NO U.V. \IULi<EM TYF 1 GAL_ F—POE DF -TAIL -2 FROM TREMCO SEALANTS DRAWING NUMBER DG -05 o'er E � a O I + (n w O PIPE VULKEM 551, 15ONF OR 4151 NF TOP GOAT I 7�% VULKEM 55ONF OR 56ONF BASE GOAT INTERMEDIATE GOAT NON -POROUS PRIMER 1/4" HARDIE BACKER BOARD o/ VULKEM 55ONF-R OR 56ONF DYMERIG 24OF0 OR APPROVED 5/4" EXTERIOR GRADE PLYWOOD (INSTALLED A -SIDE UP AND MUST BE BASE GOAT TREMCO SEALANT CANT BEAD RING -SHANK / SCREWED INTO PLACE) VULKEM 55ONF-R OR 56ONF VULKEM 546 OR 1151 NF TOP GOAT DETAIL STRIP OF VULKEM 55ON 1/16" THICK JOINT FILLED w/ OR VULKEM 56ONF TREMCO APPROVED SEALANT OPTIONAL (REINFORCED w/ DUALFLEX DETAIL GOAT OR CLOTH TAPE OR FIBEROLA55 TAPE) NOTE: VULKEM g5ONF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V. NOTE: VULKEM g50NF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V. i VULf<EM TYF I GAL. JO I NT DETA I L_ FROM T'REMGO SEALANTS DRAWING NUMBER DG -50 VULKEM 551, g5ONF OR 1151 NF TOP GOAT _� `� •� 055 mm), DRIP EDOE5 SHALL BE MECHANICALLY FASTNED A MAXIMUM .2)0 L -r- O4- -0 I METAL POST VULKEM 551, 115ONF, OR 1151 N PRIME w/ TREMPRIME TOP GOAT NON -POROUS PRIMER VULKEM 55ONF-P, OR 560 NF DYMERIC 240FC OR APPROVED DETAIL GOAT TREMCO SEALANT CANT BEAD NOTE: VULKEM 415ONF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V. YUL.KEM TYR TREATMENT OF METAL. F05T5 FROM TREMCO SEALANTS DRAWING NUMBER DG -II TYPICAL EXTERIOR FINISH FACE OF 5HEATHIN6 G.I. "Z" BAR FLASHING INSTALLED PRIOR TO $ UNDER PAPER BACK METAL LATH CONT. 'PT METAL FLA.SHIN6 INSTALLED ON TOP OF ROOF FELT 8 PRIOR TO TILE'S BARREL GONG. ROOF TILE o/ P.T. FURRING STRIPS o/ MINERAL SURFACE MODIFIED BITUMEN, 120 MM. THICK, w/ FIBE-ROLA55 REINFORCEMENT, EVOE5 AND PENETRATIONS TO BE SEALED w/ PLASTIC GEMENT OVER 50# FELT ON 5/8 STRUCTURAL SHEATHING %i HEAD NAL.L. FLASH I NO (ROOF SLOPE MEETS WALL) SCALE: 5" = 1'-0" VULKEM 351, g5ONF OR 1151 NF TOP GOAT VULKEM 55ONF OR 56ONF BASE GOAT ALUMINUM FASCIA - MECHANICALLY FASTENED FLUSH TO HARDIE BACKER BOARD AND PLYWOOD 1/4" HARDIE BACKER BOARD o/ 5/4" EXTERIOR GRADE PLYWOOD (INSTALLED A -SIDE UP AND MUST BE RING -SHANK / SCREWED INTO PLACE) (NOTE: WOOD SURFACES MUST BE PRIMED WITH VULKEM PRIMER #1'71) OPTIONAL: DUALFLEX OR CLOTH TAPE - EMBEDDED IN VULKEM 55ONF OR 56ONF DETAIL GOAT DYMERIC 240FO OR APPROVED TREMGO SEALANT CANT BEAD- I" WIDTH 1/4" BACKER ROD NOTE: VULKEM g5ONF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V. VULKEM TYF I CAL EDOE DETA I FROM TREMCO SEALANTS DRAWING NUMBER DG -05 I DUALFLEX EMBEDDED IN BASE GOAT VULKEM 551, g5ONF OR q51 NF TO'P GOAT i ALUMINUM FASCIA - MECHANICALLY FASTENED FLUSH To HARDIE BAGKIEZ BOARD AND PLYWOOD 1/4" HARDIE BACKER BOARD o/ 5/4" EXTERIOR GRADE PLYWOOD (INSTALLED A -SIDE UP AND MUST BE RING -SHANK / SCREWED INTO PLACE) _ (NOTE: WOOD SURFACES MUST BE PRIMED WITH VULKEM PRIMER #1-71) OPTIONAL: DUALFLEX OR CLO ".H TAPE - EMBEDDED IN VULKEM 55ONF OR 56ONF DETAIL GOAT DY 4ERIC 240FO OR APPROVED TREMCO SEALANT CANT BEAD- 1" WIDTH 1/4" BACKER ROD NOTE: VULKEM g5ONF MAY BE USED A5 TOPCOAT IN AREAS WITH NO U.V. \IULi<EM TYF 1 GAL_ F—POE DF -TAIL -2 FROM TREMCO SEALANTS DRAWING NUMBER DG -05 < 10 <-OUT PLASM I NC CONTRACT NOTE: THE CONTRACT AND SPECIFICATIONS TAKE PRECEDENCE OVER THESE DRAWINGS. ANY CONFLICTS WILL DEFAULT TO SAID DOCUMENTS. Qj OMETAL 26 6UAGEI GALVANIZED O N21 T.5 1AGEI GALVANIZED (�) N6 5 AC7E GALVANIZED VANIZED IN6 o'er E � a O I + (n w O PIPE A DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF TILED VULKEM 545 OR g5ONF PRIME w/ TREMPRIME ROOFS, AND SHALL OVERLAP A MINIMUM OF 5 INCHES (76 mm). EAVE INTERMEDIATE GOAT NON -POROUS PRIMER v° -10a) VULKEM 55ONF-R OR 56ONF DYMERIG 24OF0 OR APPROVED I BASE GOAT TREMCO SEALANT CANT BEAD O p• O L E VULKEM 55ONF-R OR 56ONF VULKEM 546 OR 1151 NF TOP GOAT mm) INCHES O.G. THE DRIP EDGE AT EAVES SHALL BE INSTALLED DETAIL GOAT i NOTE: VULKEM g5ONF MAY BE USED AS TOPCOAT IN AREAS WITH NO U.V. WIDTH OF ROOF GEMENT INSTALLED OVER THE DRIP EDGE FLANGE. YULKEM TYF. TEEATMENT OF A PENETRATION E0��5) FROM T'REMGO SEALANTS DRAWING NUMBER DG -50 km/h) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 55 FEET (10 _� `� •� < 10 <-OUT PLASM I NC CONTRACT NOTE: THE CONTRACT AND SPECIFICATIONS TAKE PRECEDENCE OVER THESE DRAWINGS. ANY CONFLICTS WILL DEFAULT TO SAID DOCUMENTS. Qj OMETAL 26 6UAGEI GALVANIZED O N21 T.5 1AGEI GALVANIZED (�) N6 5 AC7E GALVANIZED VANIZED IN6 _------- ,y_, L. — -p (0 a - Q) v > U r — - - o'er E � a O I + (n w O 4� .fu u ru a - c a) m A DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF TILED i c v 10 ROOFS, AND SHALL OVERLAP A MINIMUM OF 5 INCHES (76 mm). EAVE z O m 3 -fl a) v° -10a) o c m MINIMUM OF 2 INCHES (51 mm). THE •O 4' c O p• O L E a o U mm) INCHES O.G. THE DRIP EDGE AT EAVES SHALL BE INSTALLED c c6 OVER THE UNDERLAYMENT. THERE SHALL BE A MINIMUM 4 INCH (102 mm) WIDTH OF ROOF GEMENT INSTALLED OVER THE DRIP EDGE FLANGE. o Z O E0��5) c > km/h) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 55 FEET (10 _� `� •� 055 mm), DRIP EDOE5 SHALL BE MECHANICALLY FASTNED A MAXIMUM .2)0 L -r- O4- -0 OF 4 INCHES (102 mm) ON CENTER. O �: c (v c 4D m W INSTALL A MINIMUM 5" WIDE ANTI -PONDING METAL FLASHING TO L ENSURE POSITIVE DRAINAGE OVER FASCIA/STARTER STRIP. NAIL _� 9-® -Ji TOP EDGE OF FLANGE ONTO ROOF. � r E L V� -0= EXTERIOR WALL SHEATHING OR TYPE 11, OR ASTM D 45611, TYPE I OR TYPE 11. THE UNDER- p LAYMENT SHALL BE INSTALLED IN WATER-SHEDIN6 FASHION, c V ' 'J STARTING WITH THE EAVE EDGE AND ROLLED HORIZONTALLY.o 4, r - °1 o M } 1-, c 2)2 rn BE MECHANICALLY FASTENED AT (56) INCHES O.G. MAXIMUM. a � (n 0 2 VALLEY FLASF+IN6: O o � (u � � L a 3 4 fuo U 4-1 m :E u�0-M W MANUFACTURER'S INSTALLATION INSTRUCTIONS, BEFORE APPLYING v TILES. VALLEY LININ65 OF THE FOLLOWING TYPES SHALL BEu U Qc 0)c PERMITTED: 4- oO p T O L (NRB) WEATHER RESISTANT BARRIER EITHER A MINIMUM WIDTH OF 16" (24" STRETCH OUT) WITH A MINIMUM 2 1/2" a � HIGH CENTER DIVERTER AND A MINIMUM I" METAL EDGE RETURNS OR A p (0 RIBBED DES16N WITH I" CENTER DIVERTER, A MINIMUM (4) 5/5" 8159 SPACED 5 U L � L 3:O Z3 •U Q z m4- co o c OR SEPARATOR SHEET. o 4S) - w U N 2. FOR OPEN VALLEYS: INSTALL PREFORMED OPEN VALLEY WITH A 4, 4- U M a4.., a-+ fl 6 0) MINIMUM OF 16" (24" STRETCH OUT) WITH A MINIMUM I" HIGH TWIN -0 c fu L � � o vi o 0) i° `� L U JOINTS A MINIMUM 6" AND APPLY A COATING OR SEPARATOR SHEET. Z) o L o m 5. WHEN U51NG VALLEY METAL WITH RETURNS: A. SECURE WITH CLIPS N • " O m `cn z c 4�L FABRICATED FROM SIMILAR OR COMPATIBLE MATERIAL. CLIP I" METAL __ F o .a., .i O N U U w 5x5 FLASHING w/ KICK -OUT B. TRIM METAL AT ALL VALLEY/RID6E JUNCTIONS, ENSURING WATER' Q�� '�. � - SHEDDING CAPABILITIES ONTO THE VALLEY. +; p h- c G. INSTALL LEAD SOAKER AT ALL VALLEY/RIDGE JUNCTIONS. TURN N +� m Q c U J V O TO SHED WATER AWAY FROM HOUSE WATER 5HEDDIN6 CAPABILITIES ONTO THE VALLEY. Q �' L -- 'O D. OUTER EDGE OF THE VALLEY METAL SHALL OVERLAP DECK FLANGE o cU E OF DRIP EDGE A MINIMUM OF I". CENTER OF VALLEY FLASHING SHALL o -uw 2) ¢ L L. V ::) o a o c o c O O RIDGE FLASHING: a c L p N THE UNDERLAYMENT SHALL BE INSTALLED IN WATER-SHEDIN6 r c = a) o c (n O i (WRB) OVERLAPS THE 5x5 FLASHING FOLDED OVER THE RIDGE AND MECHANICALLY FASTENED, ATQ J E I .L_ U -J o Q REPEAT THE PROCEDURE FOR THE OPPOSING 51DE OF THE m > ' ROOF. WHEN COMPLETED, THERE WILL BE TWO LAYERS OF c' o UNDERLAYMENT OVERLAPPING THE RIDGE. o 4� M L I w 0 F -- THE UNDERLAYMENT SHALL BE INSTALLED IN WATER-5HEDIN6 w ROOF SHEATHING c c c `" E c v THE HIP AND MECHANICALLY FASTEN, AT (56) INCHES O.G. u ' s c of '7 v MAXIMUM TO THE OPPOSING SIDE OF THE ROOF. REPEAT THE 4` ami O O M -0 PROCEDURE FOR THE OPPOSING SIDE OF THE ROOF. WHEN U p Q) i (`tea wm -- <( >',� j THE HIP, a� M w o OOVERLAPPING CRICKETS AND SADDLES FLASHING L a A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE i i OF ANY CHIMNEY GREATER THAN (50) INCHES (762 mm) N c mu c O u (o a) c r1 QL) w METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. c v- THE RIDGE AND VALLEY FLASHING OF CRICKETS OR SADDLES L. O o O � SHALL BE THE SAME AS THE RIDGE AND VALLEY FLASHING ON u � a u m THE MAIN ROOF. O (n U c +, 6 BASE AND 0OUNTERFLA5HIN6 L (L_ a) U L (u '- •0 'D a '^ o N N BASE AND COUNTER FLASHING SHALL BE INSTALLED IN U ? ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION ,� (n c '- INSTRUCTIONS, OR A CONTINUOUS METAL MINIMUM 4 INCH BY 4 (o U o U 4- � INCH "L" FLASHING SHALL BE SET IN APPROVED FLASHING c .2 o r m r °1 GEMENT AND SET FLUSH TO THE BASE OF THE WALL, AND OVER U t Ew '3 U 0 I? w Z ° .Q (La FLAN&E5 SHALL BE FASTENED 6 INCHES (152 mm) ON CENTER WITHo U L a APPROVED FASTENERS. ALL LAPS SHALL BE A MINIMUM OF 4 j Q o Q) INCHES (102 mm), FULLY SEALED IN APPROVED FLASHING GEMENT. � a; FLASHING SHALL START AT THE LOWER PORTION OF THE ROOF TO m 4J `ro ENSURE WATER-514EDIN6 CAPABILITIES OF ALL METAL LAPS. un E THE ENTIRE EDGE OF THE HORIZONTAL FLANGE SHALL BE LL a c p @ O SEALED, COVERING ALL NAIL PENETRATIONS WITH APPROVED o '- N l Z Uro ,� >O THE HORIZONTAL FLANGE, AND SHALL BE SET IN APPROVED O 0 c FLASHING GEMENT, I I BASE FLASHING SHALL BE OF EITHER CORROSION-RE515TANT p Q)0 L o � 4 `-° X o in a o -0 ROLL ROOFIN6, WEI6HIN6 A MINIMUM OF (71) POUNDS PER (100) of (" -a L E L SQUARE FEET (5.76 kg/M2). GOUNTERFLA5HIN6 SHALL BE I CORROSION- RESISTANT METAL WITH A MINIMUM THICKNESS N 'L +' PROVIDED IN TABLE 1105.1 IN THE FLORIDA BUILDIN6 GORE F- c n o m N (2004). 2 N w L O NOTE: l�i� c t O c O:Ll REFER TO THE FLORIDA ROOFING, SHEET METAL AND AIR GONDITIONIN6 GONTRAGTORS' (FRSA), CONCRETE AND CLAY RO Wpfl TILE INSTALLATION MANUAL FOR MORE INFORMATION. (A L U �, -o (n -a (n 0 10 �: METAL DRIP EDGE o v `" 0) Z, ul > U (2) a) 70 c _c p F -a o Q c = o L-' - U ' FASCIA ru Ln C •F LLi L 4 II 2 a� X L Q)p O OUTSIDE FACE OF 4-- = c :F o J EXTERIOR WALL .2 E 1 c O cJ a c w - o, O o cl > _ v E L OML M 0 CO) Q) Ey tefu a 1 c 0) •p c c >1w m -0-- 41 ci +� 3 _0 p a, _------- ,y_, L. — -p (0 a - Q) v > U r — - - o'er E � a DRIP EDGE FLASHING• OiOp 4� .fu u ru a - c a) m A DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OF TILED i c v 10 ROOFS, AND SHALL OVERLAP A MINIMUM OF 5 INCHES (76 mm). EAVE z O m 3 -fl a) DRIP ED6E5 SHALL EXTEND \ INCH (15 mm) BELOW THE 5HEATHIN6, AND EXTEND BACK ON THE ROOF FOR A o c m MINIMUM OF 2 INCHES (51 mm). THE •O 4' c DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 6 (152 a o U mm) INCHES O.G. THE DRIP EDGE AT EAVES SHALL BE INSTALLED c c6 OVER THE UNDERLAYMENT. THERE SHALL BE A MINIMUM 4 INCH (102 mm) WIDTH OF ROOF GEMENT INSTALLED OVER THE DRIP EDGE FLANGE. o Z O WHERE THE BASIC WIND SPEED PER FIGURE R50I.2(4) 15 110 mph OTT c > km/h) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 55 FEET (10 _� `� •� 055 mm), DRIP EDOE5 SHALL BE MECHANICALLY FASTNED A MAXIMUM .2)0 L -r- O4- -0 OF 4 INCHES (102 mm) ON CENTER. O �: c (v 4D m W INSTALL A MINIMUM 5" WIDE ANTI -PONDING METAL FLASHING TO L ENSURE POSITIVE DRAINAGE OVER FASCIA/STARTER STRIP. NAIL _� 9-® -Ji TOP EDGE OF FLANGE ONTO ROOF. � r E L THE UNDERLAYMENT SHALL CONFORM WITH ASTM D 226, TYPE I (n - 4 c M OR TYPE 11, OR ASTM D 45611, TYPE I OR TYPE 11. THE UNDER- p LAYMENT SHALL BE INSTALLED IN WATER-SHEDIN6 FASHION, c V ' 'J STARTING WITH THE EAVE EDGE AND ROLLED HORIZONTALLY.o 4, r - °1 UNDERLAYMENT SHALL OVERLAP A MIMIMUM OF (Ig) INCHES AND 2)2 rn BE MECHANICALLY FASTENED AT (56) INCHES O.G. MAXIMUM. a � (n 0 2 VALLEY FLASF+IN6: O o � (u � � L VALLEY LININ65 SHALL BE INSTALLED IN ACCORDANCE WITH THE :E u�0-M W MANUFACTURER'S INSTALLATION INSTRUCTIONS, BEFORE APPLYING v TILES. VALLEY LININ65 OF THE FOLLOWING TYPES SHALL BEu U Qc 0)c PERMITTED: 4- oO p T I. FOR CLOSED VALLEYS: INSTALL PREFORMED CLOSED VALLEY METAL O- � (Q L N EITHER A MINIMUM WIDTH OF 16" (24" STRETCH OUT) WITH A MINIMUM 2 1/2" a � HIGH CENTER DIVERTER AND A MINIMUM I" METAL EDGE RETURNS OR A p (0 RIBBED DES16N WITH I" CENTER DIVERTER, A MINIMUM (4) 5/5" 8159 SPACED 5 U L � L 3:O I/2" WITH 3 3/4" FLANGE. LAP JOINTS A MINIMUM 6" AND APPLY A COATING m4- co o c OR SEPARATOR SHEET. o 4S) - w U N 2. FOR OPEN VALLEYS: INSTALL PREFORMED OPEN VALLEY WITH A 4, 4- U M a4.., a-+ fl 6 0) MINIMUM OF 16" (24" STRETCH OUT) WITH A MINIMUM I" HIGH TWIN -0 c fu L � CENTER DIVERTER AND A MINIMUM I" METAL EDGE RETURNS. LAP 0) i° `� L U JOINTS A MINIMUM 6" AND APPLY A COATING OR SEPARATOR SHEET. Z) o L o m 5. WHEN U51NG VALLEY METAL WITH RETURNS: A. SECURE WITH CLIPS N • " O m `cn z c 4�L FABRICATED FROM SIMILAR OR COMPATIBLE MATERIAL. CLIP I" METAL __ F o EDGE RETURNS TO BATTEN STRIP WITH ROOFING NAIL THROUGH METAL STRAP, o O, c N4� 4-1 c B. TRIM METAL AT ALL VALLEY/RID6E JUNCTIONS, ENSURING WATER' Q�� '�. � - SHEDDING CAPABILITIES ONTO THE VALLEY. +; p h- c G. INSTALL LEAD SOAKER AT ALL VALLEY/RIDGE JUNCTIONS. TURN N +� m Q c LEAD UP A MINIMUM OF I" TO CREATE A WATER DIVERTER ENSURING v o u o WATER 5HEDDIN6 CAPABILITIES ONTO THE VALLEY. Q �' L -- 'O D. OUTER EDGE OF THE VALLEY METAL SHALL OVERLAP DECK FLANGE o cU E OF DRIP EDGE A MINIMUM OF I". CENTER OF VALLEY FLASHING SHALL o -uw 2) EXTEND A MINIMUM OF 2" BEYOND DRIP EDGE. a o c o c O O RIDGE FLASHING: a c L p N THE UNDERLAYMENT SHALL BE INSTALLED IN WATER-SHEDIN6 r c = a) FASHION. THE LAST LAYER APPLIED AT THE RIDGE SHALL BE L ~ 4� FOLDED OVER THE RIDGE AND MECHANICALLY FASTENED, ATQ J E (56) O.G. MAXIMUM TO THE OPP05IN6 51DE OF THE ROOF. .L_ U -J o Q REPEAT THE PROCEDURE FOR THE OPPOSING 51DE OF THE ROOF. WHEN COMPLETED, THERE WILL BE TWO LAYERS OF c' o UNDERLAYMENT OVERLAPPING THE RIDGE. o 4� M L 40 HIP FLASHING w 0 F -- THE UNDERLAYMENT SHALL BE INSTALLED IN WATER-5HEDIN6 w FASHION. AT THE HIP LINE, FOLD THE UNDERLAYMENT OVER c c c `" E c v THE HIP AND MECHANICALLY FASTEN, AT (56) INCHES O.G. u ' s c of '7 v MAXIMUM TO THE OPPOSING SIDE OF THE ROOF. REPEAT THE 4` ami O O M -0 PROCEDURE FOR THE OPPOSING SIDE OF THE ROOF. WHEN U p Q) i (`tea COMPLETED, THERE WILL BE TWO LAYERS OF UNDERLAYMENT <( >',� j THE HIP, a� M w o OOVERLAPPING CRICKETS AND SADDLES FLASHING L a A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE - O -p U = 7 3 SIDE o OF ANY CHIMNEY GREATER THAN (50) INCHES (762 mm) N c mu c WIDE. CRICKET OR SADDLE COVERIN65 SHALL BE SHEET (o a) c r1 QL) w METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. c v- THE RIDGE AND VALLEY FLASHING OF CRICKETS OR SADDLES L. O o O � SHALL BE THE SAME AS THE RIDGE AND VALLEY FLASHING ON u � a u m THE MAIN ROOF. O (n U c +, 6 BASE AND 0OUNTERFLA5HIN6 L (L_ a) U L (u '- •0 'D BASE AND COUNTER FLASHING SHALL BE INSTALLED IN U ? ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION ,� (n c '- INSTRUCTIONS, OR A CONTINUOUS METAL MINIMUM 4 INCH BY 4 (o U o U 4- � INCH "L" FLASHING SHALL BE SET IN APPROVED FLASHING c .2 o r m r °1 GEMENT AND SET FLUSH TO THE BASE OF THE WALL, AND OVER U t Ew '3 THE UNDERLAYMENT. BOTH HORIZONTAL AND VERTICAL METAL Z ° .Q (La FLAN&E5 SHALL BE FASTENED 6 INCHES (152 mm) ON CENTER WITHo U L a APPROVED FASTENERS. ALL LAPS SHALL BE A MINIMUM OF 4 j Q o Q) INCHES (102 mm), FULLY SEALED IN APPROVED FLASHING GEMENT. � a; FLASHING SHALL START AT THE LOWER PORTION OF THE ROOF TO m 4J `ro ENSURE WATER-514EDIN6 CAPABILITIES OF ALL METAL LAPS. un E THE ENTIRE EDGE OF THE HORIZONTAL FLANGE SHALL BE LL a c p @ O SEALED, COVERING ALL NAIL PENETRATIONS WITH APPROVED o '- N FLASHING GEMENT AND MEMBRANE. SHINGLES SHALL OVERLAP Z Uro ,� >O THE HORIZONTAL FLANGE, AND SHALL BE SET IN APPROVED O 0 c FLASHING GEMENT, L Lu u BASE FLASHING SHALL BE OF EITHER CORROSION-RE515TANT p Q)0 L o � METAL PROVIDED IN SECTION R105.2.5.1 OR MINERAL SURFACE -0 ROLL ROOFIN6, WEI6HIN6 A MINIMUM OF (71) POUNDS PER (100) of (" -a L E L SQUARE FEET (5.76 kg/M2). GOUNTERFLA5HIN6 SHALL BE o •Ll BQ)Q) CORROSION- RESISTANT METAL WITH A MINIMUM THICKNESS N 'L +' PROVIDED IN TABLE 1105.1 IN THE FLORIDA BUILDIN6 GORE F- c n o m N (2004). 2 N w L O NOTE: l�i� L REFER TO THE FLORIDA ROOFING, SHEET METAL AND AIR GONDITIONIN6 GONTRAGTORS' (FRSA), CONCRETE AND CLAY RO Wpfl TILE INSTALLATION MANUAL FOR MORE INFORMATION. (A L U �, -o (n -a (n 0 P 475 W H W F - Z N J z QO > V) Q IL o O Q CL o ui0 Z (n J = W U U 0 U U t" L- J � c w 0'. >., w _ a, 0 z cn L Ui M p -0 O Q) M N O O p a V/ Z � 0 Ln H � M M > z O 4 M O-1 J Q Z _0 � t]C 0 cC No �LL.N o � < u a U- Lr) m Wu -i 00 V1 Lu a O 0 0_ ® Q N rl d' U) 00 n N O O U m U � p Z N W M u- m J T-� H > � Z Ln O --� U a m r' DATE: 12/4/2019 SCALE: N.T.S. SHEET: A-18