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185 SHERRY DR - REVISION 11-21-18 $ • � CITY OF ATLANTIC BEACH ii 800 Seminole Road Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date t/2_,V1 UU Revision to Issued Permit Corrections to Comments Permit# R A (8-- 0 ©09 Project Address i ' ,) 5 S 1;}-t D /Lit (yl al tf i Contractor/Contact Name R� 7 ,. f CO A c_So 0'4 Phone 190*-- .-1 - Z S Ce Email_Te "Vg r c c1,3 . Cc)04S0 0 €614,1,44(_, Description of Proposed Revision/Corrections: Permit Fee I e $ 5V 0/► AO 0 S GAA0 t om( . 6-1--s,S S IXDO it 4 -P1,4� t o /•40 O J Additional Increase in Building Value $ it(70 c7 _ `.0 Additional S.F. �A By signing below,I Co Q I S o_/...1 affirm the Revision is inclusive of the proposed changes. nted� // ' / I Sig/ re of Contractor/l'gent(Contractor must sign if increase in valuation) Dat (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments 644C -7Iv dpi Gh-1 b $ P cv pea.e. Department Review Required: -771 & Zoning liReviewed By Tree Administrator Public Works Public Utilities //-D-(11 i F- Public Safety Date Fire Services BP#Lsi��o l ���o- / • DATE /( / / _ ELEVATION SIG{,. frl't' - 72" D Notes: 3"— I HEAD DETAIL x 1. Installation depicted based off of Ko 8" on center 1 1/4" Min. I _ 0 structural test report X98644.01-109-47. penetration. E E y 2. Fasteners are #6 x 1-5/8' screws. } )"mgms' \\ '-f 3. Wood buck installations are assumed 2X i S-P-F (G=0.42) or denser. Buck width shall be greater than the window frame by �0O0f �� width. Tapered or partial with bucks ore / Min Edge Distance " not allowed. Wood buck shall be secured cs ����� to the structure to resist all design loads. 0 4. Screw lengths shall be sufficient to , 10 guarantee 1 1/4" penetration into wood oo buck. ® 5. Maximum shim thickness of 1/4" permitted at each fastener location.Shimsshall load bearing, non-compresible type. 6. The drawings depict the details necessary to meet the structural load requirements. They do not address the air infiltration, II , water penetration, intrusion or thermal OC� _ performance requirements of the Anchors (See Details) illODinstallation. 7. Installation shown is that of the test window for the design pressure shown Caulk under nailing and the design pressure claimed, For fin entire perimeter _ door sizes smaller than shown, locate before fastening. SILL DETAIL head, sill and jamb fasteners 3" from each corner and 8" on center. Design pressures of smaller door sizes are #6 x 1 5/8" Screw limited to that of the test unit. 17-3-lin 0 ® SIZE AND DESIGN PRESSURE CHART =ftI #6 x 1 5/8" Screw FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +401-50 UNITS UP TO 72" x 80" (SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) I 11111 1fRL — - 011NMR9,lulu115 kh INSTALLATION INSTRUCTIONS V.M.R. 4-9--09 CC[^ I— Min Edge Distance ,i" & FASTENER SCHEDULE FIN ° am NEM JAMB DETAIL 910/3910 Sliding Glass Door "OX" NONE 1 cr I Windows&Doors Ma NO. 1.1.V. Gratz, PA 910 XD Installation - . r r" 1 c' !' ' ,...... ,. '• BP# a2SS///-11cF-000,°, DATE /1 i , o • o • o • o • p S f u N L11 isID SCREW INSTALLATION0 _--1, HEAD JAMB D / 0 ©/ %/%J 4 • %// / i r/ 1/2" liA o l' ��� 2"MAX � 0 L"MAX I ALL SIDES • _ / \ •- 0 6 MAX ALL SIDES ,, _. y 4 o • o • o • o • o • � annis ____k ..,......1 NOTES: SCALE 1:4 041111 1.FOR GENERAL SPECIFICATIONS,REFER TO DOC 00003952 2.THISN PRINTEAISN FOR STRUCTURAL PERFORMANCEFTO ONLY. FOR RUCHON //// AND SEALING REQUIRMENTS,REFER TO INSTALLATION INSTRUCTIONS A 3.ROUGH OPENING: � a.MAX DISTANCE OF 0.500"AT POINTS OF ATTACHMENT SILL 4.SEALANT: a.USE SILICONE OR EQUIVALENT JAMB O , b.SEAL BETWEEN NAILING FIN AND BUCK ON ALL FOUR SIDES OF UNIT 711 e c.SEAL AROUND FRAME TO WALL WITH BACKER ROD AND SEALANT 5.SHIMS: a.A SHIM MUST BE PLACED 4"TO 6"FROM EACH CORNER 4 NA SHIM b.ALL OTHER SHIMS MUST BE PLACED A MAX OF 15"APART �� 3 NA FRAMING MATERIALA 6.FOR ALL ITDHP/ITDHT THREE SCREWS PER JAMB EXCEPT CALL NUMBER 16 AND 24 HIGH, jl�"---iLL 2 00003264 #8-19 X 3.000"PH TWO SCREWS PER JAMB.FOR ULTREX HOLE LOCATIONS,REFER TO DOC 00074063. 1 NA 2"ROOFING NAIL FOR JAMB CARRIER HOLE LOCATIONS,REFER TO DOC 000732610vr 1 ©� 7.FOR SIZE LIMITATIONS OF UNIT,REFER TO DOC 00051114 iiiit ITEM DWG NO DESCRIPTION 8.IF CHEMICALLY TREATED LUMBER IS USED FOR BUCK MATERIAL,FASTENERS I: dA PARTS LIST INTO THE BUCK MUST BE A MINIMUM OF 0.90 OZ/FT^2 ZINC HOT DIPPEDGALVANIZED STEEL TYPE 304 OR 316RESEARCH 8 DEVELOPMENT 9.MINIMUM NAIL EMBEDMENT DEPTH 1 15/16" Windows a poi swan ARRoao,MN.usA,lz al aasaozf 10.MINIMUM EDGE DISTANCE 1/2" PRODUCT INTEGRITY WOOD ULTREX 11.MINIMUM SCREW EMBEDMENT DEPTH 2 1/8" CATEGORY:12.NAILING FIN INSTALLATION METHOD APPROVED FOR: FL 6535 UNIT TYPE: TDHP,ITDHT122 ADDED DIMENSIONS,ADDED NOTE 9,10,11,12 18198 03/16/15 GMB DWG TYPE: INSTALLATION 12.1 UPDATED ASSEMBLY(JAMB PLUGS,SILL PLUGS) 18198 02/13/15 MDA DESCRIPTION: FL 6535 INSTALLATION METHODS/ELEVATIONS UPDATED ASSEMBLY(CORNER KEY QUANTITY), I Li .- OCHK: SAL SIZE: CLASS: DWG NO: 00040302 12.0 EDITED NOTE 6,REMOVED SCREW FROM HEAD 18198 12/08/14 RJS 1/2"MAX—• 03/17/15 B MISC JAMB VIEW APP: DRT SCALE: DATE: DWG BY: SHEET: REV DESCRIPTION/REQUESTOR ECN NO DATE REV BY 03/17/15 1:2 11/09/05 BITZER,GARRETT 1 OF 1 NOTICE-CONFIDENTIAL INFORMATION " ..va,,,'.r„ The information in this document is privileged and strictly confidential. The information contained herein shall be used only by Mavin Wndows and Doors employees and by those agents or suppliers Granted official written permission. If the reader of(Itis document is not the intended recipient,a the employee or agent of the intended recipient,please delete this document from aI data storage devices,and destroy all had copes.Any unauthorized dissemination,distribution,copying or other use of the information contained in this document is strictly prohailed.