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487 Royal Palms Dr RES21-0205 Window, Doors rt"'18 1-,, RESIDENTIAL PERMIT PERMIT NUMBER /,' \ . RES21-0205 ;-• At 4, CTY OF ATLANTIC BEACH ISSUED: 7/8/2021 r t 800 SEMINOLE ROAD EXPIRES: 1/4/2022 '_o;;i> ATLANTIC BEACH, FL 32233 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: 487 ROYAL PALMS DR RESIDENTIAL WINDOW AND DOORS $19000.00 WINDOWS/DOORS TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 171484 0000 ROYAL PALMS UNIT 02A3.00 COMPANY: ADDRESS: 1 CITY: STATE: ZIP: LAMAR RESIDENTIAL 347 10TH ST ATLANTIC BEACH FL 32233 CONSTRUCTION LLC OWNER: ADDRESS: CITY: STATE: ZIP: AMANNA SERVICES LLC 487 ROYAL PALMS DR ATLANTIC BEACH FL 32233-3925 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT II\ YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $150.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $75.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.13 Issued Date:7/8/2021 1 of 2 RESIDENTIAL PERMIT PERMIT NUMBER A \f. CITY OF ATLANTIC BEACH RES21-0205 �� 800 SEMINOLE ROAD ISSUED: 7/8/2021 , EXPIRES: 1/4/2022 ATLANTIC BEACH. FL 32233 STATE DCA SURCHARGE I 455-0000-208-0600 0 $2.75 TOTAL:$281.88 Issued Date:7/8/2021 2 of 2 Building Permit Application JOB COPY I,.,!1,!QdTn,a,ts f'%i ._ City of Atlantic Beach Building Department REVIEWED `,..,)-). ,' 800 Seminole Road, Atlantic Beach, FL 32233 By Mike Jones at 3:34 pm, Jul 07, 2021 Phone: (904) 247-5826 Email: Building-Dept@Avciu.u� Llil 'Rost,( Rt,iiit Dv��_ R ESZ I, — Z cJob Addressr] Permit Number: Legal Description IE� 31 --I fo 11"��2-' "24 C � IS I3 -k 13 REtt 1-7 "-14,--GOOD Valuation of Work(Replacement Cost)S "lt 000 Heated/Cooled SF Cl2- Non-Heated/Cooled • Class of Work: New DAddition DAlteration Repair ��CMove DDemo C�Pool 'o'Window/Door • Use of existing/proposed structure(s): DCommercial 6YResidential REVIEWED FOR CODE COMPLINANCE • If an existing structure,is a fire sprinkler system installed?: :=Yes !3No 7.7.2021 • Will tree(s)be removed in association with proposed project? :-yes(must submit separate T•ee Removal Permit) o Describe in detail the type of work to be performed: Ref "f ` 'j R CE J w illtitMrig aNil 41„rettrv6 elfrigc eto ez7. Florida Product Approval __5(,_,e 4,414,&01 for multiple products use product approval form Property Owner Information �,, o /�. 1�� Name _ ,�, ,1� taar Address 7 W H'1�j �t` City iirifl i t .v State FL_ Zip 32Jj7, Phone alb— 3c'-y17'7 .- E-Mail E-Mail Y''l( Y (7 I1144' LV rel _ Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) O1N �✓ Contractor Information 2I /` Name of Company rr, ( ,((�y"rC A-4 w'h1 ung Agent LAW-reel AW -re l L�k '' Address .2441 I �ze,rZip-32-2-3— Office City 1'1 State Zip'32-2-3—j Office Phone L{ -i 1A--11-j:4) Job Site Contact Number --'72)s-- -2j State Certification/Registration a Ce-C (3328 L( E-Mail WI(lsi+a'r -' 7 ' ClOtAkt T Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Insurer OR Exempt ia' Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS, FURNACES, BOILERS, HEATERS, TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO i :TAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RE11119ING YOUR Nfi. ICE OF COMMENCEMENT. , , iikki .e.:4 ddrivvi/1 Signature of Owner or Agent) iSature of Contractor) g ed and swoc Tto(orc ffir1 before me thi /tc--�iay of S ned and sworn to(or a/ •d)before met ' 24eaq of "IA,..ii. , , o n(3, 20z_ st 44......414.4 II 4 ... _ rte- 11 " ' . TC'is G NDLESPE• MY CO'.':'SSION#GG 78 l zi ti TOt.I GINDLESPERGER personally Known OR '..;:.,,,-k.7,--. EXPIRES:OctZer 6,2023 ( sonally Known OR :1(''." 4-11;:n MY COMMISSION k GG 353f78 ( J Produced Identificat to. '. '' For4edThn,Notary Public Unc:ermiters :Produced Identification ', Type of Identification: Type of identification: '•.',r. ;!(. EXPIRES:C t�Cer 6,2023_ 4,4411,,,ko:arz.-p--Underkr}ters OFFICE COPY RECEIVED By Toni Gindlesperger at 10:14 am,Jun 28,2021 , Revision Request/Correction to Comments HIGHLIGHTED IN , .if '' Cityof Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 ,;z � -i72� Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 0 Revision to Issued Permit OR- El Corrections to Comments Date: 't 2.12-I Project Address: `4 ( �� rll tins PIve/14iiei,r t A a,rh , L�.�sth f Pt-- 3� Contractor/Contact Name: &1�✓l L. .141% " lc(.a iiiContact Phone: LLD1 lin, Email: M (4rn r owietaik6t . cewi Description of Proposed Revision/Corrections: 4 sci 4 wiiiipo Plot .512d176/0-ilei /ie v , I /l/ti'Lbt4'Lt1 14~ affirm the revision/correction to comments is inclusive o Erppq�C \/dapC (printed name) �,�r I) • proposed revision/corrections add additional square footage to original submittal? 6JUN 2 5 2021 Vo 0 Yes (additional s.f.to be added: ) BY, • II proposed revision/corrections add additional increase in building value to original submittal? UNo Eyes (additional increase in building . .e: $ D 000 )(Contractor must sign If Increase In valuation) *Signature of Contractor/Agent: / . r> (. • ice Use Only) f "Approved ❑Denied ❑ Not Applicable to Department Permit Fee Due$ 50.00 Revision/Plan Review Comments Department Review Required: Building Planning&Zoning REVIEWED Tree Administrator Public Works By Mike Jones at 3:30 pm, Jul 07, 2021 Public Utilities Public Safety Date Fire Services updated 10/17/18 �-j:-lrlrj, , ,bd. ------ 1\\ CITY OF ATLANTIC BEACH 800 SEl�llti`OLE ROAD ,j , , ...________:)�r ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 6/23/2021 _ Permit#: RES21-0205 Site Address:487 ROYAL PALMS DR Review Status: Denied RE#: 171484 0000 Applicant: LAMAR RESIDENTIAL CONSTRUCTION LLC Property Owner:AMANNA SERVICES LIC Email: MLAMAR217@ICLOUD.COM Email: MLAMAR217@ICLOUD.COM Phone: 4047359773 Phone: 4047359773 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review.Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. Please resubmit the product approval information on the Building Department's product approval information sheets including filling out and signing the last page. Mention of this form is on the permit application when there are multiple products used. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:rnjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely endrcling the change with"clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending,all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left JOB COPY REVIEWED RECEIVED By Mike Jones at 3:31 pm, Jul 07, 2021 By Toni Gindlesperger at 10:15 am, Jun 28, 2021 PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA("REQUIRED) 'Project Address: `1 01 1 ,yi�. (✓�1� DY Permit U: RES21-0205 'Owner/Project Name: Nl14M-1 L1'41714W As required by Florida Statute 553.842 and Florida Administrative Code Rule 61G20-3,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.florldabuilding.org. CitegordStftstagory Manufacturer Product Description Um tsdon of Use State M Local R A.EXTERIOR DOORS 1.Swinging 2.Sliding • giViitI 59/46L' 514 / ll5 3.Sectional JJ 4.Garage Roll-Up 5.Automatic 6.Other B.WINDOWS 1.Single hung fale00V-G Ti4. 17 FL-111;71 T,s,»l,amm` ClAvtlafiet 5(n5 Le- FL---",1197. I -s.e.. t4 �4., }h4*�ltnzo' lace- Pt---31 tt4.( 4.Double hung �t S.Fixed 6.Awning 7.Pass-through 8.Projected 9.Mullion 10.Wind breaker 11.Dual action 12.Other Page 1 of 4 Updated 0621/ JOB 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):'YrC.Y/l l lit *Contractor Signature: / *Company Name: 1,1/4W ksle lli71Y / [ rlf6 •Mailing Address: :- 1 V� �/f Bell �f *City: Artiittir,-- &"�j"�J 'State: I li 'Zip Code:,2-0-3 ' "Telephone Number: 'j(/t�([ 1J /-517 'E-mail Address: M,(1i, /fN// 21 7;/ � • 6041 Cell Phone Number: "1 / -41-713 l Fax Number: Page 4 of 4 Updated 06/11/21 RENAISSANCE WINDOWS AND DOORS - SERIES 9500 VINYL SLIDING GLASS DOOR - XX, OX, XO d THROUGH-FRAME INSTALLATION ANCHORAGE DETAIL.Jo B �` , At o GENERAL NOTES: Y ow INSTALLATION NOTES: 8 • THIS PRODUCT HAS SEEN TESTED EVALUATED AND DESIGNED TO THE DESIGN PRESSURE(S)STATED HEREIN 1 PRODUCT ANCHORS SHALL SE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT EVALUATION a IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITION CF THE FLORIDA BUILDING CODE DOCUMENT ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED 11 PERFORMANCE STANDARDS USING IN TESTING TO STUCCO.FOAM,BRICK VENEER AND SIDING 1 1 1 AAMANVDMAICSA 101/1 S 2/A440-08 1 1 2 AAMA/WDMAICSA 101/1 S 2/A440.11 2 SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF ANCHOR AND/OR MANUFACTURER'S ANCHOR SPECIFICATIONS INCLUDING MINIMUM NOMINAL SIZE MIN MUM EMBEDMENT INTO H 2 THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NO SUBSTRATE AND MINIMUM EDGE DISTANCES O Z C9930 17-550-14(XO)AND C9930 18.550.14(XX)ANC ASSOCIATED LABORATORY DRAWINGS BY 2 1 EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO EDGE OF STRUCTURAL X g rn 1 m INTERTEK/ARCHITECTURAL TESTING INCX SUBSTRATE EITHER TO THE INTERIOR OR EXTERIOR OF THE FENESTRATION PRODUCT O C g 6 2 2 MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WIND FORCE RESISTING SYSTEM 3 THIS PRODUCT EVALUATION DOCUMENT IS NOT FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) SUBSTRATE N O fy 4 ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING FRAMING SUBSTRATES AS 3 SEE SHEETS 5 THROUGH 8 FOR SPECIFIC ANCHOR INSTALLATION DETAILS < b x A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PROOUCT In LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR 4.TWO(2)INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN ON SHEETS 3 AND 4 ZpZ K' .4 REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF <,1',.-46, Q v1 i INSTALLATION 5.ANCHOR QUANTITIES AND SPACING/EMBEDMENT AND EDGE DISTANCE I—aaz(LL 3 b Z .2 5.1. THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE(ED)AND THE O g 3i6 33 `� 5 1X AND OX BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TC PROPERLY TRANSFER ALL LOADS TO MAXIMUM ON CENTER(O C)SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH ELEVATIONS ON F 1 i Z p p i THE STRUCTURE BUCK DESIGN AND INSTALLAT.ON IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL SHEETS 3 AND 4 q p O ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE 5.2. END DISTANCES AND O C SPACINGS LESS THAN THAT SHOWN IN THE ELEVATIONS ON SHEETS 3 AND 4 ARE W ^'1 ,:-x PROJECT OF INSTALLATION ACCEPTABLE 15.` il PS5.3. FOR DOOR SIZES SMALLER THIN THOSE SHOWN,ANCHOR QUANTITIES CAN BE REDUCED WHILE6 W7"IEN INSTALLED IN LOCATIONS WHERE WNDBDRNE DEBRIS PROTECTION REQUIREMENTS EXIST THIS MAINTAINING EDGE DISTANCE AND OC SPACING REQUIREMENTS l!' PRODUCT REQUIRES OPENING PROTECTION IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLCR IDA 5.4. ANCHOR QUANTITIES AND SPACINGS SHOWN ARE BASED ON THE LOWER OF ANCHOR SPACING USED INr� qq Z - BUILDING CODE USING AN APPROVED IMPACT PROTECTION DEVICE TESTING OR REQUIRED BY LOADING AT DESIGN PRESSURE 3= �S w y 5.5. SEE EMBEDMENT AND EDGE DISTANCE DESCRIPTION ON SHEET 2 a'W 7 SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL .,' .4 ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRED 6 MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/4 INCH SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS *-a' BY THE AUTHORITY HAVING JURISDICTION SHIM(Sl SHALL BE CONSTRUCTED OF WOOD COMPOSITE.HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING ' �°` MATERIAL id Ym 8 MATERIALS 3 .t 8 1 DOOR FRAME MATERIAL VINYL(PVC). 7 FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS O . 8 2 REINFORCEMENT EXTRUSIONS 6063-T5 ALUMINUM 8 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION 9 GLASS MEETS THE REQUIREMENTS OF ASTM El 300-04E01 INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDUf,E ON SHEET 2 50 DESIGNATION'0"STANDS FOR FIXED PANEL AND"X"STANDS FOR OPERABLE PANEL 11 INTERIOR AND EXTERIOR FINISHING AND SEALING ARE FOR ILLUSTRATIVE PURPOSES ONLY THESE DRAWINGS CERTIFY THE DOOR INSTALLATION ONLY WATER PROOFING OF THE INSTALLED DOOR IS NOT PART OF THIS INSTALLATION CERTIFICATION THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER TABLE OF CONTENTS AND/OR THE INSTALLER SHEET SHEET DESCRIPTION nmw;Nnouw PE 1 GENERAL NOTES,INSTALLATION NOTES,TABLE OF CONTENTS qm°'P E Ho w1)2 2 ANCHOR SCHEDULE-EMBEDMENT AND EDGE DISTANCE 3 96"x 96'XX SGD ELEVATION 6 ANCHORING LAYOUT Digitally 4 96"x96'XO OR OX SGD ELEVATION 6 ANCHORING LAYOUT M,. .o signed by PERFORMANCE RATING X41 1; �R'4. RObeft J 5 XX VERTICAL CROSS SECTIONS 1 ��,9,0� GLAZING DETAIL xx'"'� AfT'1OIUSO MAXIMUM DOOR SIZE DESIGN PRESSURE(PSP) IMPACT RATING 6 XX HORIZONTAL CROSS SECTIONS '"i, 1� (SEE SHEET 9) a}Date: 7 XO OR OX VERTICAL CROSS SECTIONS '"7 ,o.:'fJ ;'.aJ:^..,..,.�e 2019.12.10 96'x96"XO OR OX A •I.50 NONE �.,,i�'<<+ SEE GENERAL 8 XO OR OX HORIZONTAL CROSS SECTIONS ""'ro..0 11:14:45 96"x96"XX A 1 .'-50 NOTE 6. 9 GLAZING DETAIL AND GLAZING NOTES'BILL OR MATERIALS -05'00' INSTALLATION ANCHOR SCHEDULE QQQ_ MIN.SPACING(44) INS'-ALLATION TFASTENER HEAD FASTENER MANUFACTURER AND/OR MIN. MIN,EDGE BETWEEN FRAME TYPE SECTION VIEW TYPE SIZE SUBSTRATE SPECIFKA710N EMBEDMENT DISTANCE(IN) ANCHORS ANCHORCAPACRIES BASED ON — (IN) an (SEE NOTE 3) 0 CONCRETE EIW TAPCONS(1) 1 1,2/8 3 MIN.2000 PSI CONCRETE W - HEX 'EAD 3/16" STRENGTH CONFORMANCE TO CC `V MASONRY CL ITW TAPCONS(1) 1 2 3 ASTM C-90,MEDIUM WEIGHT (BLOCK/CMU( SECTIONS TLIROUGH (DENSITV>117 PCF) FRAME ANCHOR ATHRUG ANSI 818.6.1 (WOOD SCREW)(2) (SHEETS 5 TO 8) PAN HEAD GRADE 2 EQUIVALENT ES m (SHOWN ON No.10 W000 (SHOWN ON SHEETS S TO 8) 1-3/8 3!4 2 1/2 WOOD WITH A MINIMUM Ox SPECIFIC GRAVITY OF 0.42. X 8 SHEETS 5 TO 8) 0 a Q ASME 818.6.4(TAPPING SCREW)(2) GRADE 2 EQUIVALENT rn 8 NOTES: ¢ 41 2 g ro II WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION,THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE. Z $y .o 3ic� 4 .JR WOOD SCREW INSTALLATION INTO WOOD SUBSTRATE;IF SPLITTING IS A CONCERN,GRILL 0.112"PILOT HOLE(DRILL SIZE 34).FOR TAPPING SCREW INSTALLATION INTO WOOD SUBSTRATE;IF SPLITTING IS A a� 2 CONCERN,DRILL 0.121"PILOT HOLE(DRILL SIZE 31). 8 �I Z r T)TWO(2)ANCHORS PER LOCATION ALLOWED TO HAVE 2 45"SEPARATION.3"SPACING IS BETWEEN ANCHOR LOCATIONS SHOWN IN ELEVATION. Z '� e wK wf ?; p - C�W 2.47(H-1/4') NC[R �-. FRAME ANCHORAGE SEPARATION N 2 MINIMUM EMBEDMENT "SERE ANCHOR SCHIE�DE E ' � UN SHEET 2. MINA UANCF SCHEDULE DISTANCE ICIS A E, 4i t : AND EDGE DISTANCE I.EDGE DISTANCE I a SHEET a i'HROLIGIi-FRAME INSTALLATION g.1 OPERABLE AND FTXED DOOR PANELS (OPERA BEL HEAD PANEL 5IiOW'N1 ///� 4 SCHEDLLE ........Y�// j ME ONC EIOEIMENT. SEE RAID T 4 / L� SHEET a 6 1 0 �} Pa wt J IAmauta P E O ig '�_ I rimes P E No 40752 aT,I EXTERIOR i ' INTERIOR Digitally 'y,6 signed by �� ;;::'74 Robert 1 ' 1 '"""'\� Amoruso v . -', ��f I _1„,, 9H.,Or :`4=s Date: `\ J y ,4'4115.:!.;:.•.:-.0ryo�+, 2019.12.10 11:14:45 -05'00' - 96.0' FRAME WIDTH - 12.0' 8.0' — 8.0' 12,0' --- a 12.0' -- 12.0' --- i- b 12.0' , ,,, 12,0' w 4.0' -.---•- 4,0' a �s B 5 5 12,0' 0 5 0� ;y 16 } 12.0' a - I ?cid _ _ 1 e -1 e / e 11 , 12.0' 7E i� L7J W. zgos w _j W X X 8.0' 1)zi "" Q m S _ —L Sw D:} d Q _^I 8.0' W o,gI ,� L?� ZR rn I _. K " ;15! M I 12,0' p zt 12.0' 12.0' 1 1 I t 1b Ronde P E No 1815: I \ E9 4.0' Digitally r-- 41.25' D.L O, WIDTH -- INSTALLATION ANCHORS signed by �lr s, r'— 48.375' PANEL WIDTH (SEE SHEET 2 FOR REQUIREMENTS. ;.F.,, :c...t,. Robert i i'`' t 4•4"" : SEE SHEET 5 & 6 FOR SECTIONS) •j off Amoruso 4 4 \r;), !' ;W3 Date: SERIES 9500 VINYL XX SLIDING GLASS DOOR "Jl•^a S6.t?,�' 2019.12.10 EXTERIOR VIEW(96"X 96" NOMINAL SILK SHOWN) M 11:14:45 -05'00' l- 96.0' FRAME WIDTH — ---- 3 12.0' 9.0 6.0' 12.0' . . o, - 12.0' -- --- 12.0' --- _ 12.0' —*-- 12.0' w ck 4.0' 4.0' . ,_ a 1 , , G 1 7 % , :, ., , 12,0' o§ °' I cry, I xa b 9.);,,.- :,.1,-�q 12.0' ' a IP a �a z a J V_ 12 JLL' 6 >K = ti - _w U pH , w w 8.0' � �0 X -_ - ..ce 8.0'_- . F - M 12.0' • I re 12.0' _ _ l I 12.0' 1 + � \_._- Robertw.I Robert J MooruP E -,\i' --JFlorid.P E No O M OA 4.0' � Digitally --- 41.25' D.L.O. WIDTH -- INSTALLATION ANCHORS -- 48.375' PANEL WIDTH (SEE SHEET 2 FOR REQUIREMENTS, f .'"atii` signed by Robe SEE SHEET 7 & 8 FOR SECTIONS) _;' �°'� Amoruso SERIES 9500 VINYL OX SLIDING GLASS DOOR ' 3 ri''.W$Date: I it...-. 2019.12.10 EXTERIOR EXTERIOR VIEW (96" X 96" NOMINAL SIZE SHOWN) �'w' � ' 21:14:4 .10 "' 11:14:45 OX SHOWN (XO OPPOSITE HAND AND APPROVED) _0500' XX VERTICAL CROSS SECTIONS THROUGH FRAME INSTALLATION a i/// m V' • j UBSTR S VARIES. SEE o UBSTRATE VARIES. SEE a � ANCHOR SCHEDULE ON � ANCHOR SCHEDULE ON U � EXTERIOR FINIS / / % SHEET 2 FOR • SHEET 2 FOR BY OTHERS REQUIREMENTS. REOUIRREQUIREMENTS./� j i ..aNn EXTERIOR ERBYROTH!ERS A i. . .:.`v a • PERIM a• •P E 4i_I lid PTu PERIMETE• 1;.°91 '`(� ��MP 1 SEALANT OTHERS I , �,� )� SEALANT OTHERS �=-� `�LJ �i� - ♦' fI • 111 EALAHT BETWEEN FRAME I ..I 111 EALANT BETWEEN FRAME O Q � MID SUBSTRATE BY OTHER Q -. AND SUBSTRATE BY OTHER x 72 1 o 0' O ,/ 1 CI NSTALLATION ANCHOR. SEE ANCHOR * m 1 NSTALIATON ANCHOR. SEE ANCHOR ? r. C SCHEDULE ON SHEET 2 FOR C' SCHEDULE ON SHEET 2 FOR N EXTERIOR I' i REQUIREMENTS INCLUDING SIZE, EXTERIOR I" i REQUIREMENTS INCLUDING SIZE, < 3 1�.�� TYPE, EMBEDMENT AND EDGE 1��.y TYPE, EMBEDMENT AND EDGE ¢� I DISTANCE. Q DISTANCE. C)_ O F O �`( I I INTERIOR p `�I!' ' I INTERIOR 0 a N < N MM LL Z S i V B HEAD CROSS SECTION ()HEAD CROSS SECTION 1 ; TlWOUGH-FRAM1IF:INSrALLA TION 1111R(YJC,H-FR.ISIF:NST AIJATION X � uU fti O OFFJLIR:E iXN)R PANE, OMR..Kr.DOOR P 1N!3 $ t.))=1 S u 1 F OSx I, EXTERIOR Np _ INTERIOR EXTERIOR j 1 INTERIOR ill ,' 1 • I! INSTALLATION ANCHOR. SEE ANCHOR Q'l(b. ,i g, ki:"..1 SCHEDULE ON SHEET 2 FOR ..; ZYY çL REREMINCLUDINGSE, C.• I 0 rToeWEEN 0T I . ta,LiD SUBSTRATE BY OTHERS 1 QA �1� �II) ( I_ --' , PERIMETER SEALANT BY 1 i O , SEALANT er tot 1 w _ OTHE• '' f � OTHER .'t+- .IAlh�� 1 \ii.t, ` SUBSTRATE VARIES. SEE \, \, SUBSTRATE VARIES. SEE Rotor,J An,tr,,,o n L EXTERIOR FlNISH •�• '••• � ANCHOR SCHEDULE ON v ma.n E No av'e: BY OTHERS•" "�'•' \ ANCHOR SCHEDULE ON SH FOR SEOUIREMEENTS. _....��'.\ \ 'EO REMEHTS. \ EXTERIOR FINISH .. .... BY OTH •- Digitally ..... INSTALAN SEE •• •••• ANCHOR SCHEDULE ON signed by SHEET 2 FOR REQUIREMENTS +"' a;" O SILL CROSS SECTION s'.............. Robert 1 O SILL CROSS SECTION INCLUDING SIZE. TYPE, _. ,; rt 7lTROlIGH-F•HAD4'.INSTALLATION INCL EMBEDMENT AND EDGE Y"°�nu�10% ,41TIOTU 50 ':ILROl1OH-PRAME INS1 Al AI1ON OPF' RI1?IN/OR F'ANIO, DISTANCE. i�'AN— !q� U('U3ARIE[Y)OR PANl7_ 'E.-•.;,o1.,YYYYY!n. ,,j Date: ii ENo"•,, 2019.12.10 pON� ` 11.14.45 -05'00' A A x /- 0 U W a XX HORIZONTAL CROSS SECTIONS - THROUGH-FRAME INSTALLATION o I/4' MAX. 't b A SHIM SPACE "' A, e SEALANT BETWEEN FRAME SEALANT BETWEEN FRAME a AND SUBSTRATE BY OTHERS O INTERIOR © AND SUBSTRATE BY oTHERs SUBSTRATE VARIES. SEE \ Oaf' IVANCHOR SCHEDULE ON _ a' SUBSTRATE VARIES. SEEc4SHEET 2 FOR �Q! , �, - ANCHOR SCHEDULE ON O< V REQUIREMENTS. \ I ■ m I ••cm = •;��^�.- SHEET 2 FOR 7d a F a +�I REQUIREMENTS. r2." L¢ LI INSTALLATION ANCHOR. \ 0 111 0 'I• �(��; j INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE ` ■ Q .• ___.� C_. _ —••.�••: , SEE ANCHOR ''r ON SHEET 2 FOR \ • ¢' 1 _ �. �� -- j SCHEDULE ON SHEET ;Jifl -A It • O ■ ISe ' / dh pm ii 1111 Ex • 011 ,p :-,,,4i. :,-,...:,--.J... --7---- -7::::A-7-...t.-. 0 INA. ..;,, ,i,„ 0o n j };i.• � EEXTERIOR " PERIMETERa. PERIMETER EXTERIOR FINISH SEALANT BY SEALANT BY EXTERIOR FINISH BY OTHERS OTHERS OTHERS BY OTHERS INTERLOCK OJAMBCROSS SECTION O CROSS SECTION OJAMB CROSS SECTION Arnow..o THROUGH-RANG!INSTALLATION T}BCOIIGH-FRAAIF LNSTAl1ATTON Robert J Arnow.. E OPERA MI DOOR PANEL IIIROUC.H.FRAMI INSTALLA11ON 6 OPERABLE DOOR PANEL Ponca!P E No 0,32 OPERA BLE DOOR PANELS Digitally _or„«,,,,,,, signed by sr -y`-4 Roberti R•'^" Amoruso .i •:y*,Ieb„ii i d Date: "'b`^ °"` 2019.12.10 • '�C, 1wl.�„"A 11:14:45 -05'00' r • OX VERTICAL CROSS SECTIONS THROUGH-FRAME INSTALLATION b • Mb EXTERIOR FINIS j j / ANCHOR S VARIES. SEE / UBSTRgE VARIES. SEE U :•::/ i ANCHOR SCHEDULE ONSHEET 2 FOR .. ANCHOR SCHEDULE ONSHEET 2 FOR O BY OTHERS /i / • i% REQUIREMENTS. EXTERIOR FINIS4 Air= EY ji /:%,/ 4112. �REQUIREMENTS PERIM • ;7 ��V�011''�' PERIM 7.4!I 41 min: r r''7- i SEALANT SEALANT BY OTHER I 1,11F.Mil OTHERS I i I (,L' I� BETWEEN FRAME itilitil.,r----111111 riq IIEALN4T BETWEEN FRAME ° fi p L I I AND SUBSTRATE BY OTHERS pIIII I AND SUBSTRATE BY OTHERS NN' fO lilt ALLATIOH AINCHOR. SEE ANCHOR OCi� NSTAIL1T10N ANCHOR. SLS ANCHOR C SCHEDULE ON SHEET 2 FOR C 1� SCHEDULE ON SHEET 2 FOR REQUIREMENTS INCLUDING SIZE, I REQUIREMENTS INCLUDING SRE. '- EXTERIOR 1 i I`x=11 TYPE, EMBEDMENT AND EDGE EXTERIOR •�'m:el TYPE, EMBEDMENT AND EDGE O q Q.' I DISTANCE. Q, DISTANCE. u p t +' I INTERIOR p 1.,, I i INTERIOR �' t _ f giggi HEAD CROSS SECTION HEAD CROSS SECTION Sri TIxc7C�Citl•PR wo PANE 'flON HEAD JOH-AM. r SECT oN B 7 FIXED woe PANP.I. 7 UPL7tABLE POOR P.,Nf1 ij is111:1 ° 1l EXTERIOR Co, Ii) I INTERIOR EXTERIOR Obi 1 1 1 INTERIOR m', 1 INSTALLATION ANCHOR. SEE ANCHOR li I1L�I ] 1. libli5 4111111411 K Q' ✓��rl SCHEDULE ON SHEET 2 FOR _ 1✓ (I t' REQUIREMENTS INCLUDING SIZE. " I! �1 ' ... O' I.� • ,ITYPE.I µEMBEDMENT AND EDGE O ! ! III 41 C` Ir O 1 /L a" SEALANT BETWEEN FRAME O Illiall-- 1 1 SEALANT BETWEEN FRAME O jit.'ir. (• pS1� AND SUBSTRATE Br OTHERS (1 r.T.11) � � I D suesTRATE Br OTHt]ts SEALAM ER ,SIrMill _�_I PERIMETER Q p II II II }�PERIMt7ER I 1 ♦ SEALANT BY ' �:II��OTHE �t, � r ^�, � oTH ILIA �(�}`}�. EXTERIOR FINISH \ \ SUBSTRATE VARIES. SEE \ SUBSTRATE VARIES. !EE cw�.v_.No wrea BY OTHa' \ ANCHOR SCHEDULE ON ANCHOR SCHEDULE ON \ `, SHEET 2 FOR SHEET 2 FOR • •UIREMENTS. •EOUIREMENTS. EXTERIOR FINISH EXDigitally BY OTHa•- ... INSTALLATION ANCHOR. SEE signed by ......... ANCHOR SCHEDULE ON .V k SHEET 2 FOR REQUIREMENTS Robert SILL CROSS SECTION INCLUDING SIZE TYPE. �' N. `� Amoruso O SILL CROSS SECTION O 1rmaXltt-cRAete INSTALLATION EMBEDMENT AND EDGE ! • 11TR000H.I 13 AMP INE�.A1]AT1ON " i 'a Date: (%4'3tAFfiB DOOR PAN[i7.. STANCE. ,• 1 a W FIXED DOOR PANI'I. a'`8!!:9,,A` 2019.12.10 'a/ut 11:14:45 -05'00' • :13- cn sk U G W O bl OX HORIZONTAL CROSS SECTIONS a G THROUGH-FRAME INSTALLATION 1/4' MAX. wa X. rn 6 SHIM SPACE 7""a O a q SEALANT BETWEEN FRAME SEALANT BETWEEN FRAME '- m AND SUBSTRATE BY OTHERS Q AND SUBSTRATE BY OTHERS o INTERIOR 0 / SEE l< 1 g ORTE VARIES. SON ` WILL , j ANCHTRATE HEDUL ONANCHOR SCHEIXJLE ON \ .iQ.� �, �i 5 EET 2 S EDULE ONCCR QUREMENTS. m ir�7•�, ■,�Ij REQUIREMENTS. a"� er1o _ / -, = LL\ ' 1I-.=��;III , INi1?i HOR. (PJ ' 1 E i INSTALLATION ANCHOR. \ `.,�+;, j SEE ANCHOR SCHEDULE \ ,■ _ ♦—.-.•.-.--L j\ � C' QEMENTS 1• jEET UwUREQU � �� 1 INrn, 2` ' ��` �'-i--------i p O J / EDGE rjg1 o ; is ' ■ / EXTERIOR ., PERIMETER PERIMETER EXTERIOR FINISH SEALANT By S SEALANT EXTERIOR FINISH BY OTHERS OTHERS BY OTHERS INTERLOCK (DJAMB CROSS SECTION O CROSS SECTION (DJAMB CROSS SECTION THHOUGI i-I-RAME INSTALLATION .FI FROUCH-F RAME INSTALLATION FIXED DOOR PANEL THROUO 11-FRAME INSTALLATION OPEAARLE DOOR PANEL NaD.rt J Amoroso P E FIXED/OPERA BI.:DOOR PANELS Florae.P E No 49751 Digitally „41;" signed by J/Me6. Robert J :'Eo.-�oewy f'�5. fir.'" w..n.. Uof i v,,,�. • 1 Amoruso a.i•lol•„r, $Date: "o:o.ti,9'0 `� 2019.12.10 1•i Oryx-M. 11:14:45 -05'00' Lslu OF MATERIALS ow No.{_ Md NO. .ALR QSC P1 ON { COMPANY I __ - © E VINYL COMPONENTS 1' EIVERLL TRIMNESS EGLI 1 6581 FRAME MRRON IND.INC. 3/16' TEMPERED x AIR SPACE x df 3/16' TEMPERED , v 4 7701 PANEL STILE/MIL AKRON IND.INC M jI FIXED INTERIACR r ~ S 770] ` MRRON IND.INC. f 1 U PANEL INTERLOCK ®� IY�y� ' �I _- ��.��_ o N 6 7703 PANEL INTERLOCK AKRON INE.INC. 0 {`/�� E I 7 7704 INTERLOCK AKRON IND.INC. el �1� ' C' �� 1/2 GATE RETE I 7705 PANEL TRACK AKRON IND.INC. o . + 9 7706 GUZING BEAD MRRON IND.INC. iho F Il 770/ ANTI.UPI MKRONINO.INC j-t _ it Q S11\JI it/I/1 is aC rn 12 7705 THRESHOLD AKRON NO.INC ..4.* O 1 01 0 13 6132 SETTING BLOCK MIKRONIND.INC. �7 t� xx 14 _7556 ! SCREEN TRACY i ?AKRONNC.IND:NG GLAZLNG DETAIL A $ REINPORCEMENT i Y 51 ' R 218 7701.1.1 REINFORCEMENT-ALUMINUM ONTARIO EXTRUSIONS 6063-T5 19 7703.1 REINFORCEMENT ALUMINUM ONTARIO EXTRUSIONS 6063.75 ONOTES: � z ` COMMERCIAL DOOR HANDLE SET /1:i-' il ---- -- -- 1. A MINIMUM OF TWO(2)NEOPRENE SETTING BLOCKS WITH 70 i I COAN4EPCIAL DOOR HANDLE SET 24 66351038.01 AMESBURY min TO 90 SHORE A DUROMETER HARDNESS ARE REQUIRED AT s Qg ' COMPRISED OF THE FOLLOWING # "1 �/� BOTTOM(SILL)OF GLAZING LITES MORE THAN 3 FEET IN t# PPPPILLI 4 4' 2S 1968-PRN166A IS5 ROLLER AMESBURY WIDTH. L_U'"N L- 26 6541-1061 SINGLE POINT LOCK AMESBURY COMNERGAI 27 6991-IOxx _ FacEf'U1TT AMESBURY 2. FIXED PANEL RAIL SHOWN.ALL OTHER GLAZING DETAILS 1 4 5g 1"1 Ii63S10%% INSIDE TLATY AME]BURY csHAPEswOTJBE SAME FOR FIXED AND OPERABLE PANEL RAIL AND STILE - §6 , y GLAZING. V �9 Ni",•1-. 29 663610XX OUTSIDE HANDLE AMESBURY C SHAPE SOLID TUBE Lu- 33 600607401x01 CYUNDER MORTISE AMESBURY _-_---_.600 CAM --- (0 31 6006062.411 THUMITURN-MORTISE AMESBURY .300 CAM ill • 12 699010XX STRIKE-COMMERCIAL AMESBURY COUAPSIStL 33 SCREW PAOLAGE AMESBURY 6LA21IN 1'OVEMI.THICKNESS IMP 3/16'TEMPERED x AIR SPACE x 5/1r mom IK 1 ET GLAZING COMPOUND I I SILICONE M$C. 36 QUIET FIN WEATHERSTRIP AMESBURY .270MOx.H7tack 3E6691" WASHER HEAD TEK SCREW-PHILLIPS" Rpt J NM1M0.P E. 41 410%1.1/2' j FLAT HEAD SCREW Flails P E.No 497E.` OPTIONAL LOCM E,HANDLE SET•NOT SHOWN ~ 42 -- 191014 SGML 2 POINT MORTICE LOCK INTERLOCX Digitally 43 PS01-0331 MOUNTiNGKATE ASSEAILY INTERLOCK signed by 44 PS01-3035 EXTENDED PINION GEAR INTERLOCK ,II�.•02 Robert 45 P501-CEO "''" INTUITION HANDLE ASSEMBLY INTERLOCK SS4' ' Amoroso 46 P501-3040 EXTERIOR PULL INTERLOCK •Lx s 4 �W Date: Q P501.5030 ` R44%16 CSK NATTY INTERLOCK NEED l'\:::.:::•,,,.6.,..-‘.!.! 2019.12.10 48 P501-5014 F SCREW 704%30 CSR P031 TT INTERLOCK NEED 2 14• -- ------- -----.�-. 11:14:45 49 PSOI-0060 21 ANA AOIUSTASLL STRIKE INTERLOCK -05'00' RENAISSANCE WINDOWS AND DOORS . SERIES 8500 VINYL SINGLE HUNG WINDOW TWIN AND TRIPLE JOB COPY w b W INSTALLATION ANCHORAGE DETAILS & P a GENERAL BOTES: INSTALLATION NOTES: 1 THIS PRODUCT HAS BEEN TESTED,EVALUATED AND DESIGNED TO THE CURRENT EDITION OF THE FLORIDA BUILDING CODE TESTING 1 PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS _ °.. WAS CONDUCTED IN ACCORDANCE WITH AAMANVDMA/CSA 101/1 S.2/8440-08 AND 11 PRODUCT EVALUATION DOCUMENT ANCHOR EMBEDMENT AND EDGE DISTANCE �+{ EXCLUDE WALL FINISHES INCLUDING BUT NOT LIMITED TO STUCCO.FOAM..BRICK (�Z 2 THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NO NCTL-210-4105-02A(WITH VENEER AND SIDING m -- GATEWAY TESTING BASED ON NCTL.210-4105.02)AND NCTL-210.4105-04 AND ASSOCIATED LABORATORY DRAWINGS BY NATIONAL CERTIFIED TESTING LABORATORIES 2 SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF Z Q 6 ANCHOR AND/OR MANUFACTURER'S ANCHOR SPECIFICATIONS,INCLUDING MINIMUM yUUU. �7 3 THIS PRODUCT EVALUATION DOCUMENT IS NQ?FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ; NOMINAL SIZE,MINIMUM EMBEDMENT INTO SUBSTRATE AND MINIMUM EDGE N O l i DISTANCES ]q A C �I 4 ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE I MASONRY AND 2X FRAMING FRAMING SUBSTRATES AS A MAIN WINO FORCE 2 1 EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO EDGE zz ' m RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE OF STRUCTURAL SUBSTRATE EITHER TO THE INTERIOR OR EXTERIOR OF THE H. RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF FENESTRATION PRODUCTLY -0 RECORD FOR THE PROJECT OF INSTALLATION 2.2 MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WIND FORCE 5,81 U) .x �% RESISTING SYSTEM SUBSTRATE -'a c7 QWK= � IT pi 5 IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE 2 i • k t BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT 3 SEE SHEETS 7 THROUGH 9 FOR SPECIFIC ANCHOR INSTALLATION DETAILS12'- i6Q ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION Z 1 P 4.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN ¢ 6 WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST.THIS PRODUCT REQUIRES OPENING3' PROTECTION IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE USING AN APPROVED IMPACT 5.ANCHOR QUANTITIES AND SPACING/EMBEDMENT AND EDGE DISTANCE 0 P. 4 P, PROTECTION DEVICE S.I. THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END ±=11 DISTANCE(ED)AND THE MAXIMUM ON CENTER(0C(SPACING PLACEMENT O= — N 7 SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING ANALYSIS BY ANCHORS IN ACCORDANCE WITH ELEVATIONS ON SHEETS 3 THRU 8 Z A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION 5.2. END DISTANCES AND 0 C SPACINGS LESS THAN THAT SHOWN IN THE ELEVATIONS 9 i ON SHEETS 3 THRU 8 ARE ACCEPTABLE ;4i` 8 WINDOW FRAME MATERIAL VINYL(PVC) 5.3. FOR WINDOW SIZES SMALLER THAN THOSE SHOWN,ANCHOR QUANTITIES CAN BE REDUCED WHILE MAINTAINING EDGE DISTANCE AND 0 C SPACING REQUIREMENTS .q.' 9 GLASS MEETS THE REQUIREMENTS OF ASTM E1300.09a S.J. ANCHOR QUANTITIES AND SPACINGS SHOWN ARE BASED ON THE LOWER OF " ANCHOR SPACING USED IN TESTING OR REQUIRED BY LOADING AT DESIGN I } 10 DESIGNATIONS"X"STANDS FOR OPERABLE LITE/SASH AND.0"STANDS FOR FIXED LITE PRESSURE 1 5.5. SEE EMBEDMENT AND EDGE DISTANCE DESCRIPTION ON SHEET 2 11 THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY WATER PROOFING OF THE INSTALLED WINDOW IS NOT PART OF THIS INSTALLATION CERTIFICATION THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER AND/OR THE INSTALLER 8 MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/4 INCH SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS SHIM(S)SHALL BE CONSTRUCTED OF WOOD COMPOSITE,HIGH TABLE OF CONTENTS DENSITY PLASTIC OR SIMILAR LOAD BEARING MATERIAL SHEET SHEET DESCRIPTION 7 FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO 1 GENERAL NOTES,INSTALLATION NOTES.TABLE OF CONTENTS MORTAR JOINTS 2 ANCHOR SCHEDULE-EMBEDMENT AND EDGE DISTANCE 8 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN RmM J Nno.°P F 3 97'x 72'VMNDOW ELEVATION/FIN ANCHORING LAYOUT SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE cwt.Pe No 19752 4 97 v 72'WINDOW ELEVATION/THRU FRAME ANCHORING LAYOUT INSTALLATION ANCHOR SCHEDULE ON SHEET 2 Digitally S 105 x 72'WINDOWELEVATION/FIN ANCHORING LAYOUT PERFORMANCE RATING signed by ��Yt4 6 109'x 72'WINDOW ELEVATIONlTHRU FRAME ANCHORING LAYOUT `a�•i!..i�2:.1;�N Robert J GLAZING DETAIL 7 NAILING FIN(FIN FRAME)INSTALLATION MAXIMUM WINDOW SIZE DESIGN PRESSURE(PSF) IMPACT RATING u Amoruso (SEE SHEET 11) t. lo �, 8 THROUGH FRAME INSTALLATION W!FLANGE NOMINAL 97"Y 72' _3DB. f ox .f !Date: 9 THROUGH FRAME INSTALLATION (Twm Wlndow) A NONE y'�....„, w0,,• 201 g.1 2.1 1 10 INTEGRAL MUIU ' SEE GENERAL 15:18:53ON SECTIONS NOMINAL 109"x72' A «r-40 NOTE 6. 11 GLAZING DETAILS AND BILL OF MATERIALS(BOM) (TNAe Window) -05'00' INSTALLATION ANCHOR SCHEDULE a MIN. MIN.SPACING(IN) pp C1 INSTALLATION FASTENER HEAD FASTENER MANUFACTURER AND/OR MIN.EDGE QI SECTION VIEW SUBSTRATE EMBEDMENT BETWEEN FRAME ANCHOR CAPACITIES BASED ON QQ TYPE TYPE SIZE SPECIFICATION (IN) DISTANCE(IN) ANCHORS O1 CONCRETE ITW TAPCONS(1) 1 11/8 3 MIN.2500 PSI CONCRETE F HEX HEAD 3/16" LU MASONRY)BLOCK/CMU) 11W TAPCONS(1) 1 2 3 STRENGTH CTO O H MEDIUMWEIGHT cc d FRAME ANCHOR (SHEETS 9) ANSI 818.6.1 (WOOD SCREW)(2) GRADE 2 EQUIVALENT WOOD WITH A MINIMUM PAN HEAD No.10 WOOD ASME 818.6.4(TAPPING SCREW)(2) 1-318 3/4 2 1/2 SPECIFIC GRAVITY OF 042 GRADE?EQUIVALENT W CONCRETE 1 T TAPCONS(1) 1 1.1/8 3 MIN.2500 PSI CONCRETE F rn 9 HEX HEAD 3/16" - a0Iy SNAP-ON STRENGTH CONFORMANCE TO O MASONRY(BLOCK/CMU) !TM/ TAPCONS(1) 1 2 3 ZF ?Y r. FLANGE WITH SECTION A,B&C ASTM C-90,MEDIUM WEIGHT y THROUGH (SHEETS 8) ANSI 818.6.1 (WOOD SCREW)(2) w a H 1 FRAME ANCHOR GRADE 2 EQUIVALENT WOOD WITH A MINIMUM $q Lu 8 A PAN HEAD No.10 WOOD 1-3/8 3/4 21/2 ASME 818.6.4(TAPPING SCREW)(2) SPECIFIC GRAVITY OF 0.42. ro w GRADE 2 EQUIVALENT S ANSI 618.6.1(WOOD SCREW)(3) 4 j NAIUNG FIN SECTION A B&C GRADE 2 EQUIVALENT WOOD WITH A MINIMUM lad sy ~ PAN HEAD No.8 WOOD 1.5/8 1/4 1 4i ANCHOR (SHEETS 7) ASME 818,6.4(TAPPING SCREW)(3) SPECIFIC GRAVITY OF 0.42. F G .,'--.r ` i GRADE 2 EQUIVALENT _ g NOTES: Lk)K N w g'A IWt+t+ w y 1)WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION,THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE E°.-a.c `1=1a 2)FOR WOOD SCREW INSTALLATION INTO WOOD SUBSTRATE:IF SPU TTI NG IS A CONCERN,GRILL 0.090"PILOT HOLE(DRI LL SIZE 431.FOR TAPPING SCREW INSTALLATION INTO WOOD SUBSTRATE,IF SPLITTING IS A CONCERN.DRILL SMo 5§8 t 0.121"PILOT HOLE(DRILL SIZE 31). 9 §8 %IC z 131 FOR WOOD OR TAPPING SCREW INSTALLATION INTO WOOD SUBSTRATE;IF SPUTTING IS A CONCERN,DRILL 0.082"PILOT HOLE(DRILL SIZE 45) w S Ziff Ilt ! Y _ i 2X W000 FRAMING. SEE EDGE ANCHOR SCHEDULE ON EDGE EDGE 1 '', DISTANCE EMBEDMENT SHEET 2 FOR DISTANCE DISTANCE SUBSTRATE VARIES. SEE EDGE J ///'''SUBSTRATE vAiIES. SEE REQUIREMENTS. ANCHOR SCHEDULE ON DISTANCE / ANCHOR SCHEDULE ON .';, SHEET 2 FOR I/ SHEET 2 FOR I REQUIREMENTS. REQUIREMENTS. / EDGE DISTANCE .' �" :: ""A ........'./ / / 'OF EMBEDMENT ,_� / , �,,,,:,..:, A AEMBEDMENT • EDGE DISTANCE /, Ree.n,ATww aE '."."' /E l 1 Frond.PE No 4Bt52 I .Ole _.INSTALLATION ANCHOR. SEE ANCHOR I .�1Digitally SCHEDULE ON SHEET 2 FOR signed by i� - - REQUIREMENTS INCLUDING SIZE. TYPE, INSTALLATION ANCHOR. SEE _ _ I: _ j;_L ANCHOR SCHEDULE ON SHEET 2 _ INSTALLATION ANCHOR. SEE ANCHOR ,..i.gii Robert J EMBEDMENT ANO EDGE DISTANCE I FOR REQUIREMENTS EMBED NTANINCLUDING _..' .1 SCHEDULE ON SHEET 2 FOR ;'Ly.x,61 f.Z,!ti�N (,f REQUIREMENTS INCLUDING SIZE, TYPE, $.' we+o-u I( r SIZE. TYPE, EMBEDMENT AND �I i I 1 Amoroso EDGE DISTANCE. EMBEDMENT AND EDGE DISTANCE. ,� ,,,s = 1 C it. Date: EMBEDMENT AND EDGE DISTANCE EMBEDMENT AND EDGE DISTANCE EMBEDMENT AND EDGE DISTANCE '`'+;/Oq ltt.� 2019.12.11 NAILING TIN FR\FIP.INSTALL TION THROOU14191AFII'.INSTAL IAIlON SNAP-ON ITANUIi 11.1ROU(IH-111AMF.INSTAILITION ...N.,' 15:18:53 -05'00' 4' O.C. SPACING (TYP.) +/-1' TOL (TYP.) "- NAILING FIN INSTALLATION ANCHOR A a 2- MAX (TYP) SHOWN. SEE ANCHOR SCHEDULE ON 7 SHEE I 1. • DENOTES FIN FRAME ; 3 1/8' MAX. (TYP.)--may -.-- ANCHOR LOCATION F U w •\, / \ ! x • • a • r B • 10 I6 7 i 0 0 Y(7 0 i n 43 1/4' FIXED LITE J 1 43 t/4" FIXED LITE n= • WIDTH D.LO. WIDTH O.L.O. • en a n < < n i • J J Z b .,.4 i.. ..o ass • I * '�a , B I p8 4' O.C. SPACING (TYP.) : , V I n w x i �- +/-T. TOL. (TYP.) I i 5-U i f • g ¢V. 5"211 �QQ�(( e • • ' /* 'i ;a _ 42 3/8' SASH 42 3/8' SASH 6 ;4Z? • WIDTH D.L.O. ` WIDTH D.L.O. • o .a�j -J 4. oars et r 10 I • 01 • • i X X • �, X. i Rope ` Pend 1 HnNo 4 P E T— Fiends P E No X8252 l 45 1/2' ij II 45 1/2' I Digitally 2" MAX (TYP) MAX. SASH WIDTH MAX. SASH WIDTH .0111g y 48' 48" signed by � MAX _ MAX. WINDOW WIDTH MAX. WINDOW WIDTH ":"F'!7.;';',;\ Robert J � ') 96 1/2" f �e '1 Amoruso MAX. FRAME WIDTH IS 1, a;. ag 0, 1f Date: 1. SERIES 8500 VINYL TWIN SINGLE HUNG WINDOW ��` "` `� Zol9.lz.1' 15:18:53 EXTERIOR VIEW EQUAL LITE WINDOW(97" X72"NOMINAL SILK SHOWN) -05'00' L 12 3/4' O.C. SPACING (TYP.) THRU-FRAME INSTALLATION ANCHOR +/-,' TOL (TYP.) I SHOWN. SEE ANCHOR SCHEDULE ON A AI - a 4' MAX. (TYP.) SHEET 1. 8 9 pi,DENOTESTHROUGH V - - V - V LOCATION F F- 0 B 110 Pro i 9 a B _ .- \ 1 D 8 V 10 1 Q o P tt i - a.i; , 43 1/4" FIXED UTE r 43 1/4' FIXED UTE N 1' iu d^ 14 1/2".O.C. SPACING, WIDTH D.LO. WIDTH D.LO. n +/-1' TOL. MP.) 5 0 a!Pei] E E• O.C. SPACING i 10 / / I I n *J i 4 CENTERED ABOUT 4 / / sr MEETING/LOCK RAIL _! C '� 3 a v St +1- 2E TOL N(TYP.) " i 3 Y �f ,. 42 3/8" SASH __ 42 3/8" SASH L;_ m# QWIDTH D.LO. E ...• WIDTH D.LO. c J ~� 9 1Illo G=7 8 V I f •• ANCHORS NEAR MEETING RAIL SHALL BE `T LOCATED AS REQUIRED 10I , TO FACILRATE L' INSTALLATION. 4' MAX .,./ --..-%\ t A A 45 1/2* _ J J 45 1/2' F1M•PC.ke li7 MAX. SASH WIDTH MAX. SASH WIDTH Digitally 48' 48" signed by MAX. WINDOW WIDTH MAX. WINDOW WIDTH Robert J 98 1/2" r.. uw� MAX. FRAME WIDTH - •4.�"ri. ¢6 1„ Amoroso `It. .d tQ Date: SERIES 8500 VINYL TWIN SINGLE HUNG WINDOW ' :� 2019.12.11 EXTERIOR VIEW-EQUAL LITE WINDOW(97"X 72"NOMINAL SI7.F SHOWN) 15:18:53 -05'00' — T 4 1/4' O.C. SPACING (TYP.) _ ` +/-1' TOL. (TYP.) r--- NAILING FIN INSTALLATION ANCHOR 0 E 2' MAX. (TYP.) r-- SHOWN. SEE ANCHOR SCHEDULE ON 3 1/8' MAX. (TYP.)--el ...._- • DENOTES s O 11ON SHEET 1, ANCHOR LOCATION v Mt ( 7 • ■ i W 1 �\ i N. r ti .--14I C3 if w II j j ■ • 0 1 ■ 0 • 1 R�- a= m J - • I !S =2% GI 9. k 1 . • _ 31 1/4' FIXED UTE x_31 1/4' AXED LITE _ 31 1/4' FIXED UTE ■ Y i' 1 WIDTH D.LO. WIDTH D.LO. WIDTH D.LO. r., ar y # 0 • ''li I I/ 6rc s i• r � , ; 4 1/4' O.C. SPACING (TYP.) W L +j-1' TOL (TM.)) • I + - I t: Z 5 • I INN 1 — § /` 30 1j4• ' SASH__ , /` 30 114' SASH 0. 30 1/4' SASH : J. 1 i 1 p j/ w10TH D.L0. j/ WIaTH D.LD. WIDTH D.LO. ci JS V. 9 1.4 • V 1 ® / . PI 18 g • 1 LX / X X • L . ,( ■ 1 �I Rabat.1 Mquw p( I._ _ 33 1/4" ________4,I 1....._ 33 1/4' 1.....____ 33 1/4' I Fined.o a Nu 4752 2' MAX. (TYP.) MAX. SASH WIDTHI aro. MAX. SASH WIDTH 3/8. MAX SASH WIDTH S Digitally 38' 38' 36' signed by 3 1/8' MAX. Me.) MAX. WINDOW WIDTH — WAMAX. WINDOW WIDTH MAX. WINDOW WIDTH g 108 3/4' 4`�, RobertJ OA mac momMAX. mom4'..,. Amoruso `�i �i Date: t` ...,r" 2019.12.11 SERIES 8500 VINYL TRIPLE SINGLE HUNG WINDOW 15:18:53 EXTERIOR VIEW-EQUAL LITE WINDOW 109"X 72"NOMINAL SIZE SHOWN) -05'00' 12 5/8e O.C. SPACING (1w.) THRU—FRAME INSTALLATION ANCHOR r +/-1• TOL (IYP.) ØA b SHOWN. SEE ANCHOR SCHEDULE ON 1 SHEET 1. 9 DENOTES THROUGH 4eMAX. ') --7 Ic.-- ►FRAME ANCHOR # LOCATION r, IF Illr 7 ♦ T ♦ V W /' ',.. / -\,___ /14____ B % e 1 0 1 t PO W y I x_31 1/4• FIXED UTE 31 1/4• FIXED LITE 31 1/4• FIXED LIFE 1 y x�i r i 14 1/2. O.C. SPACING, WIDTH D.LO. WIDTH D.LO. WIDTH D.L.O. -1---- n1 °4:' +/-1• TOL ) !C!P 5a A r _ ..—j _ 0 _% -AIM0 _� ; y,5-il 1 i.4 r O.C. SPACING ' W "'w, 111 CENTERED ABOUT . ': MEETING/LOCK RAIL 5 CENTERLINE 1" St +/— 2e TOL my.) •e P 1 e1 ANCHORS NEARC 30 1/4• SASH____._ 30 1/4• SASH 30 1/4• SASH J F' P LMEETING OCATED ASLSHALL REQUIRED BE 9 f WIDTH D.LO. WIDTH D.LO. `f WIDTH D.LO. d ' Z ECCMII TO FACILITATE ' ' g INSTALLITION. 0 1 10 1t t I X X X / r 4• MAX. (TYP.) id,` A L A A , ` A - A~ 4 l J.ma.e P E .1.1011.1.1011P I.Ne NM 33 1/4e 33 1/4e • l 33 1/4• I Digitally MAX. SASH WIDTH MAX. SASH WIDTH MAX. SASH WIDTH 3/e• —... she• signed by 38• 3e• ^ 3e' w Robert J MAX. WINDOW WIDTH MAX. WINDOW WIDTH MAX. WINDOW WIDTH 7 Amoruso MAX. Dloa A FRA • �,(!`1. ME *10TH _ 1 ti s Date: \'�aµ92019.12.11 SERIES 8500 VINYL TRIPLE SINGLE HUNG WINDOW 15:18:53 EXTERIOR VIEW-EQUAL LITE WINDOW 109"X 72"NOMINAL SIZE SHOWN) -05'00' • SEALANT BETWEEN RN 2X WOOD FRAMING. SEE AND 2X WOOD 2X WOOD FRAMING. SEE ANCHOR SCHEDULE ON b FRAMING BY OTHERS ANCHOR SCHEDULE ON SHEET 2 FOR SHEET 2 FOR REQUIREMENTS. EXTERIOR OTHERS REQUIREMENTS. INSTALLATION ANCHOR. SEE N ..'.'... ANCHOR SCHEDULE ON SHEET 2 PERIMETER .... ERIMETERFOR REQUIREMENTS INCLUDINGLu SEALANT BY ' SIZE, TYPE, EMBEDMENT AND U EDGE DISTANCE. O it OTHERS 1/4" MAX ` SHIM O 1/4" MAX. SHIM iilia Q INSTALLATION ANCHOR. , 0 INTERIOR SEE ANCHOR SCHEDULE 0 0 ON SHEET 2 FOR I -j ♦ REQUIREMENTS INCLUDING ( r F SIZE. TYPE, EMBEDMENT ` '�f m = `' Ie AND EDGE DISTANCE. , I j O r O EXTERIOR FINISH 111111 > 6 • I=' ® BY OTHERS I �(�� ro ,I l_ Q < I� .�,I' i. SEALANT BETWEEN FIN , "a a v (, AND 2X WOODEXTERIOR J" —® Ili -1 ® FRAMING BY OTHERS 1111 ,1 1 .r J 0 u � .�; PERIMETER * l - SEALANTPRIMBY ED LITE HORIZOINTAL _ iiiii 0l 0 OTHERS g CROSS SECTIONgli SCREEN NAILING FIN FRAME INSTALLATION d .., EXTERIOR INTERIOR 2X WOOD FRAMING. SEE ANCHOR SCHEDULE ON 1 1 t SHEET 2 FOR INSTALLATION ANCHOR. SEE m REQUIREMENTS. ANCHOR SCHEDULE ON O SHEET 2 FOR1, SCREEN �� 0 ` REQUIREMENTS INCLUDING SIZEDMENT AND EDGE DISTANCE. i 1 © -1l �J) 1/4" MAX, 1/4" MAX. SHIM PERIMETER _l i SHIM / �' INTERIOR SEALANT BY 41111 O OTHERS �-"�' SEALANT BETWEEN FIN r�� N 2X WOOD FILWING. SEE ` '.I_..._ :-� ANCHOR SCHEDULE ON FRAMING BY OTHERS AND 2X WOOD i` SHEET 2 FOR ` ,i`i 1 ��l REQUIREMENTS. hi. I\ AmMA .a¢E, EXTERIOR FINISH • EXTERIOR FINISH Rona"r 14.07.1.1 BY OTHERS ...' BY OTHERS �� I v., 0 l L�. ';!It Digitally INSTALLATION ANCHOR. SEE ANCHOR SCHEDULESEALANT BETWEEN FlN signed by ON SHEET 2 FOR REQUIREMENTS INCLUDING Roberti SIZE, TYPE EMBEDMENT AND EDGE DISTANCE. AND 2X WOOD 0 SCREEN ` ��7h FRAMING BY OTHERS f `,.y EXTERIOR ;"r • e ' Amoruso ØVERTICAL CROSS SECTION PERIMETER t '. Date: NAILING FIN fRAMC ST.ALLATT SEALANT BY ®SASH LITE HORIZONTAL � ;;a?.,3.!-* 2019.12.11 OTHERS CROSS SECTION "' 15:18:53 NAILING PIN FRAME INSTALLATION -05'00' SUBSTRATE VARIES. SEE SUBSTRATE VARIES. SEE ANCHOR SCHEDULE ON ANCHOR SCHEDULE ON EXTERIOR FINISH ; /, SHEETQI 2 FORT SHEETI 2 FOR S REQUIREMENTS. BY OTHERS REQUIREMENTS. d, INSTALLATION ANCHOR. c i,,, INSTALLATION ANCHOR. SEE w SEE ANCHOR SCHEDULE ANCHOR SCHEDULE ON SHEET 2 0 5 ON SHEET 2 FOR w PERIMETER ( /f REQUIREMENTS FOR REQUIREMENTS INCLUDING SEALANT BY ��.�;�m. INCLUDING SIZE, TYPE. SIZE, TYPE, EMBEDMENT AND a t OTHERS ® 'T— —1 EMBEDMENT AND EDGE `, EDGE DISTANCE. a ` 1/e MAX. DISTANCE. SHIM ; 1/4� MAX. SHIM r SEALANT SEALANT BETWEEN \ , / INTERIOR ` OMI © BETWEEN FRAME AND SUBSTRATE / �, m II* FRAME AND BY OTHERS ��`' `1 6 m SUBSTRATE z a 4 0 BY OTHERS 1%.6. NI .L O � f N EXTERIOR FINISH ----` ib g J ® BY OTHERS III►i II 1' ""' 0 'II I i I!�llll ll,►1 ,. :. � r�� R �i m I. ' Pail 11M1 Z >x ® �i PERIMETER ® EXTERIOR _1 i _� ® SEALANT BY J` 0 ► ..1„,,. II: OTHERS w a t1 iq' !1 B FIXED LITE HORIZOINTAL SCREEN I 8 CROSS SECTION 2 gg, k= 41-.4/ T}IROUCH-FRAME INSIALI-ATION M 5 EXTERIOR INTERIOR SUBSTRATE VARIES. SEE SNAP-ON FLSNCIf §O ,;�;x ANCHOR SCHEDULE ON c0 1.,3" 8 SHEET 2 FOR INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE ,,.:, REQUIREMENTS. ON SHEET 2 FOR REQUIREMENTS INCLUDING 01 SCREEN . l'AI © SEALANT BETWEEN FRAME AND ` SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. e SUBSTRATE BY OTHERS SEALANT BETWEEN ; 1/4' MAX. SHIM © ligt%."--11611 1/4- MAX. FRAME AND ® 7.II..r __ j� SHIM SUBSTRATE BY P 0 INTERIOR ---•.1.PERIMETER . �� / SUBSTRATE VARIES. SEE OTHERS SEALANT BY , , ANCHOR SCHEDULE ON �` .111111T17.:-.1. OTHERS / SHEET 2 FOR REQUIREMENTS. �� Mt EXTERIOR FINISH EXTERIOR FINISH kv� BY OTHERS / AA ,,BY OTHERS I j Rt widbel e 1 4nNo 4o a e F. O vimo.r e No.ere (41� Ida Digitally INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE ' —' signed by ON SHEET 2 FOR REQUIREMENTS INCLUDING „ PERIMETER ® • ��'.';; Robert J SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. SCREEN F.+:•;iF�.o� SEALANT BY EXTERIOR V., ` I.A., •VERTICAL CROSS SECTION OTHERS ' •' Date:Arnoo 'IIIROIJGH-FRAMF:INSTALI..ATION LITE HORIZONTAL •-?'KV; `f Date: •SASH 1,-ft`.......:.,., o sNAP(IN 11_wcr `w'Q,o.;,',,''i 2019.12.11 CROSS SECTION ''-,��w^'' I IIR0I1 GH-fR1MF.IN ST AL.1.S I ION 15:18:53 SNAP-ON FLANO' -05'00' • SUBSTRATE VARIES. SEE ANCHOR SCHEDULE ON SUBSTRATE VARIES. SEE s, ANCHOR SCHEDULE ON SHEET 2 FOR SHEEP 2 FOR REQUIREMENTS. REQUIREMENTS. INSTALLATION ANCHOR, SEE ANCHOR SCHEDULE a EXTERIOR , , ON SHEET 2 FOR REQUIREMENTS INCLUDING sc FINISH BY SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. co / w y OTHERS �'.' r 1/4' MAX. SHIM r PERIMETER -r—H- ri Th 1/4- MAX. SEALANT \`` 0 INTERIOR SEALANT BY SHIM BETWEEN • , OTHERS n FRAME AND %).-4.4‘,„.�` _ J SUBSTRATE _ _T• INSTALLATION ANCHOR. BY OTHERS '� i—=1'� SEE ANCHOR SCHEDULE411L`•••• §� I� O © ON SHEET 2 FOR I O ad Z a Q g Yl REQUIREMENTS & a INCLUDING SIZE, TYPE, N EMBEDMENT AND EDGE flit < ' - 3 O DISTANCE. ` .116-1 EXTERIOR FINISH Ir.., ® SEALANT BY OTHERS�-. EXTERIOR ILIA BETWEEN i y = FRAME AND 11=� SUBSTRATE ® ;`�� OTHERS SE rTT Er B FIXED LITE HORIZOINTAL F i 4 W g g 4 � �` ►: ® OTHER 9 CROSS SECTION iE O 1"l•' THROUGH-FRAME INSTALLATION 4,4 � m �� 0 4 ,a SCREEN INSTALLATION ANCHOR, SEE ANCHOR SCHEDULE ' I EXTERIOR INTERIOR ON SHEET 2 FOR REQUIREMENTS INCLUDING 0 a,,p SUBSTRATE VARIES. SEE SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. q.! ANCHOR SCHEDULE FOONR 1/4� MAX. SHIM �NTj C„v.b �. REQUIREMENTS. 1 , F SCREEN T I © `` P M . .� ` INTERIOR 11 \`lilt PERIMETER © i- 1/4' MAX. SEALANT BETWEEN FRAME „1,,,.1..�,�lf, SEALANT BY �__ r SHIM AND SUBSTRATE BY OTHERS ;-I CM! OTHERS �_—._ L7.-- SEALANT 1Z� 1 SUBSTRATE VARIES. SEE Ilicii._i_ BETWEEN FRAME ANCHOR SCHEDULE ON O AND SUBSTRATA SHEET 2 FOR Robert PE Ho 19157 BY OTHERS REQUIREMENTS. I. �' t EXTERIOR FINISH Digitally -`� BY OTHERS -�+` 9 Y �' CREEN EXTERIOR signed by FINISHBY • INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE PERIMETER y`ti�o, Robert) OTHERS ON SHEET 2 FOR REQUIREMENTS INCLUDING SEALANT BY Q SASH LITE HORIZONTAL i�:.' "°,._. `�s Amoruso OTHERS CROSS SECTION ��' Date: SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. v ;g1, , `.4 Ap.A,,n,o'...� °VERTICAL CROSS SECTION I1IROIKIII.FRAME INSTALLATION b °• 2019.12.11 rHRouc41-FRAME INSTALLATION 15:18:53 -05'00' 11•14•MONS. - ; o) o' w re-8 a_ INNTEoRIOR o IA_ ....-. *-wo,, 0 INTERIOR i6 , d: ' k p.f „ g0i0 ., i , EXTERIOR EEN CRE "Vgl iti'i el EXTERIOR SCREEN 411) , mo -! 410 XED LITE HORIZOINTAL alk SASH LITE HORIZOINTAL ,. . CROSS SECTION WY CROSS SECTION INTERMEDLATE JAMB-TSHT-BAR INTERMEIMXII 1 Vilii-TS11 T•BAR .- 1 Rcom.i Arnmso P E ,o,,a.P E No 42752 Digitally signed by Robert i r''''.:'' ‘... .‘Amoruso 1 Date: 2019.12.11 I 15:18:53 -0500' -,.... BILL OF MATERIALS 8500 SERIES SH•TWIN AND TRIPLE " BOM NO. PART NO. DESCRIPTION REMARKS 1 7867 JAMB PVC § A. 2 7868 HEAD PVC 6 ID 3 7869 SILL PVC H r 4 7863 VENT PVC t /- © 5 7866 VENT RAIL-SILL PVC tit��n�, _..{ aJ 6 7864 FIXED INTERLOCK PVC a 1/2" GLASS BITE (j P 7 7865 VENT INTERLOCK PVC 8 6177 GLAZING BEAD PVC FIXED LITE SHOWN AT HEAD. 9 6555 SETTING BLOCK NOT SHOWN s. 3/4" OVERLL THICKNESS IGU: LOCK RAIL AND 10 7871 SCREEN LOCK PVC 1/8" ANNEALED x DURALITE SPACER x JAMBS SIMILAR. 11 7988 f TSHT-BAR PVC 1/8" ANNEALED ® HARDWARE m 12 9208 BASE NOT SHOWN a11I p i l'' 13 9202 LEVER NOT SHOWN i i !� GLAZING DETAIL A 14 9203 CAM 2}{S 15 9659 KEEPER ` N 16 677204 CAM LOCK(OPTIONAL) NOT SHOWN 17 677133 KEEPER(OPTIONAL) NOT SHOWN g J i Y 3/4" OVERLL THICKNESS IGU: 18 110-5/MRBLCK . MEETING RAIL BLOCK Apply 7864 to 7988 T-Bar F 1 i iV It 1/13' ANNEALED x DURALJTE SPACER x WEATHERSTRIPPNG * yqii 1/8" ANNEALED 19 1 1 WEATHERSTRIP 1 .187x.230FINPILELa� Gt 9 �Y GLAZING g ZZ '' `uSgz- li 20A FOAM TAPE BACK-BEDDING a"� 5� ® ren 1/2" GLASS BITE 206 SILICONE z t� 0 _ 21 GLAZING DETAIL A 3/4"OVERLLTHICKNESS IGU 12 I�f P. AOC REINFORCEMENT i� 'A 22 RNFCHK ' FIXED REINFORCEMENT ALUMINUM 6063-T5 Za © 23 RNFVNT VENT REINFORCEMENT ALUMINUM 6063-TS !+_ SASH UTE SHOWN 24 8632.1 TSH T-BAR REINFORCEMENT ALUMINUM 6063-75 0 AL__I AT SILL. MEETING BALANCE AND TILT COMPONENTS ri RAIL AND JAMBS — SIMILAR 25 700 SERIES BALANCE(CONSTANT FORCE) NOT SHOWN 26 728 PIVOT LOCK SHOE(1.292"x.562") NOT SHOWN 27 27S PIVOT BAR NOT SHOWN GLAZING DETAIL A 28 9637 ANCHOR NOT SHOWN 29 76800/76900 TILT LATCH ASSEMBLY NOT SHOWN INSTALLATION COMPONENTS nm4rt J Art..0 P E NOTES: 30 6384 1 SILL CLIP PVC bnC4 P E No 4915? 1. A MINIMUM OF TWO(2) NEOPRENE SETTING BLOCKS WITH 31 8864 SNAP-ON FLANGE PVC Digitally 70 TO 90 SHORE A DUROMETER HARDNESS ARE signed by REQUIRED AT BOTTOM (SILL)OF GLAZING LITES MORE ry :+`� THAN 3 FEET IN WIDTH. �r`.t;",74'.,4 Robert 2. AS-TESTED IGU SYSTEM SHOWN. SUBSTITUTIONS AREP1 Amoruso ALLOWED IN ACCORDANCE WITH AAMA/WDMA/CSA 101/I.S. °?; w,.. ,.. Date: 2/A440-11, SECTIONS 10.2.3.2 AND 10.2.3.4. SEE SHEET 1 s`s `V"'r 2019.12.11 FOR DETAILS RELATED TO WINDOW SIZE/GLAZING 15:18:53 DETAIL/DESIGN PRESSURE. -05'00' T , is=- L. i7 :3-7 1 RENAISSANCE WINDOWS AND DOORS v. SERIES 8500 VINYL SINGLE HUNG WINDOW INSTALLATION ANCHORAGE DETAILS . INSTALLATION NOTES JOB COPY C GENERAL NOTES. a. 1 PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN '.THIS PRODUCT HAS BEEN TESTED.EVALUATED AND DESIGNED TO THE CURRENT EDITION Of TICE.FLORIDA DUILOING COOS TESTING WAS THIS f ROOUCT EV4LUATIUN DOCUMENT.ANCHOR EMBEDMENT AND EDGE CONDUCTED IN AC0CRDANCE WITH MMAWDMWCSA 151/1.5 2/A44O-08 AND 11. DISTANCE EXCLUDE WALL FINISHES INCLUDING BUT 1401 LIMITED TO STUCCO. ----E— /0 FOAM,BRICK VENEER AND SIDING 2.I HE III1000CT DETAILS CONI ANEU HEREIN ARE BASED UPON SIGNED AND SEALED I ES I REPORT NU.NCTI.210-4125.02 AND ASSOCIATED N LABORATORY DRAWINGS NG5 DY NATIONAL CERTIFIED'rES'TNG I AAORATIDRIFS. 2 SEE ENS7ALLATIUNANC Sf,HfOULF ON SHEET 2 FOR I YF•E AND UFHADE Of z ANCHOR.ANL)/OH NANUFACTURFRS ANCHOR SPECIFICATIONS.INCLUDING V R o J.TI FS PRODUCT EVALUATION DOCUMENT IS NOT FOR USC IN THE I IIOH VELOCITY I IURRICANC ZONE(I IVHZ), MINIMUM NOMINAL SIZE,MINIMUM EMBEDMENT INTO.SUBSTRATE AND MINIMUM p� EDGE DISTANCES. U ,$'1 h O 4 ADEQUACY Of THE EXISTING STRUCTURAL CONCREIE I MASONRY AND 2X FRAMING FRAMING,SUBSTRATES AS A MAIN WIND FORCE 2.1 EDGE DISTANCES SMALL BE MEASURED FROM CEN I ERLINE OF ANCHOR TO T+ Y RESISTING SYSTEM CAPABLE OF WI[HSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE EDGE OF STRUCTURAL SUBSTRATE EITHER TO THE INTERIOR OR EXTERIOR El Z O ti B t RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OE OF I HE FENESTRAL ION PRODUCT. t S RECORD FOR THE PROJECT OF INSTALLATION. 1 I MINNIUM EMBEDMENI SHALL BE BASED ON PENETRATION INTO MAIN WIND ( m Z141- 5.1X FORCE RESISTING SYSTEM SUBSTRATE O 4 N � v 5.1X APO 2X BUCKS(WI TEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK i° •� �' t r DESIGN AND INSTALLATION LS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTINO AS 3 stir SHEETS 5 THROUGH 1 FON SPECIFIC ANCHOR INSTALLATION DETAILS. .a LL t L y4 THE DESIGN PROFESSIONAL OF RECORD FOR TIT PROJECT OF INSTALLATION. C Z 4 ONE(11 INSTALLATION ANCHOR IS REQUIRED Al EACH I ANCHOR I OC.ATION F J) 0 WHEN INSTALLED IN LOCA IKONS WHERE WNORORNE DEBRIS PROTECTION REQUIRE MEN IS EXIST,T111S PROOUCT REQUIRES OPENING SHOWN F .�6 PROTECTION IN ACCORDANCE WITH THE CURRFN,EDITION Of THE FLORIDA BUILDING COOL USING AN APPROVED IMPACT PROTECTION R 8 GH i'� DEVICE A,ANCHOR QUANTITIES AND SPACING,EMBEDMENT AND EDGE DISTANCE Lu IY a0$� C-` 7.$ITE.CONDITIONS NOT CQVFRFn IN THIS PRODUCT EVALUATION OOCL*IENT ANE SUBJECT TO ADDITIONAL ENGINEERING ANALYSIS BY A S.I THE NUMBGR CF INSTALLATION ANON IS BASED ON Ti IE MAXIMUM ENO 2 X B DISTANCE(EMEND THE MAXIMUM ON CENTER(O.C.)SPACING PLACEMENT 5';VES 7 °4 LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. OF ANCHORS III CO ACRDANCE WITH ELEVATIONS ON SHEETS 3 AND 4 Yl 1�X `r : ?.3. END DISTANCES AND O.C.SPACINGS LESS THAN THAT SHOWN IN THE yEj , A 8 WINDOW FRAME MATERIAL:VINYL(PVC) ELEVATIONS ON SHEETS 3 AND 4 ARE ACCEPTABLE 5 3 FUN WINDOW SUES SMALLER THAN THOSE SHOWN,ANCHOR QUANTITIES rrp , F� 9 GLASS MEETS THE REQUIREMENTS OF ASTM 51300-06x. CAN at REDUCED WHILE MAINTAINING EDGE DISTANCE AND 0 C.SPACING Y' 4Nyo REQUIREMENTS ABB', 10 DESIGNAI IONS*5'STANDS FOR OPERABLE LI IEfSASH AND•O•STANDS FOR FIXED LITE 1 H. ANCHOR QUANTITIES AND SPACINGS SHOWN ARE BASED ON'HF L OWER OF r.-"A j ANCHOR YHALNU USED N TESTING OR REOURED BY LOADING AT DESIGN Z F' II THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED WINDOW IS NO'PART 01-THIS PRESSURE "' LI INSTALLATION CERTIFICATION THAT RESPONSIBILITY SHALL BE THAI UN THE MANUFACTURER AND/DR TI IS INSTALLER. ' 5.3. SEE EMBEUAHEN f AND EDGE DISTANCE DESCRIPTION ON SHEET 2, 6 MAXIMUM AL LOWAULE SHIN THICKNESS IS 11.1 INCH. SHIN WHERE SPACE OF 1/11INCH OR GREATER OCCURS SHINES)SHALL BE CONSTRUCTED OF WOOD COMPOSITE,HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING MATERIAL, 7. FOR CONCR@TE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION TABLE OF CONTENTS ANCHORS IN TO MORTAR JOINTS SHEET SHEET DESCRIPTION 0. INSTALLATION ANOfORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 1 GENERAL NOTES.INSTALLATION NOTES,TABLE OF EON TENTS MANUFACTURER'S 1NSTA.I.ATION NSTRUCTIO NS AND ANCHORS SHALL NOT DF Rate, w Anv.. F e _ _ _v_ ___ _.�„ USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH I EW I H F EOTN,N2 2 ANCHOR SCHEDULE.EMBEDMENT AND EDGE DISTANCE SPECIFIED IN THE ATS FALLATION ANCHOR SCHF,DOLE ON SHEET Y. 3 S) x(13'WINDOW ELEVATION/NAILING FIN(FIN FRAME)ANCHORING LAYOUT Digitally 4 53'A GT WINDOW ELEVATION/THROUGH FRAME AICHORINGLAYOIJT PERFORMANCE RATING signed by Robert J NAILING FIN(FIN FRAME)INSTALLATION —.__ -- -��----_-- —� ,,,,,$!..1.....� i" . MAXIMUM WINDOW SI`1' DESIGN PRESSURE(PSE) IMPACT RATING '''''t V A Amoroso 6 THROUGH FRAME INSTALLATION K':FI ANGF (SEE SHEET 8) Ir '�� • ; Date: THROUGH FRAME INS fALLATION NONE E I — -- ------- NOMINAL 53•A ST A _`-- •,•35 E'E`'O"Li"'` 2019,12.1' SEE NOTED '•,,;?..:„. j 9 GLAZING DETAILS AND BILL(N MATERIALS(GUM) " L—.. 15:18:53 -05'00' — INSTALLATION ANCHOR SCHEDULE INSTALLATION FASTENER HEAD FASTENER MANUFACTURCIL AND/OR MIN. MIN.WOE I MIN.1PAtNi(gl) g b HIRE SECTION VIEW TYRE SRC HASTRATE SPECIFICATIONEAAEDMEENT INSTANCE(IN) RETURN FRAME ANCHOR CAPACRIES EASED ON ¢ (IN) ANCHORS dd�� 0 a CONCRETE ITN 7APCONS(1) 1 1-11I 3 MIN.2500 PSI CONCRETE U - - _- ---, ._..- — IL HF7 HERO 4J16' STRENGTH CONFORMANCE TO THROUGH 'LCTION A,86C MASONRY(IIDCIVCAN)) I1W TAPCONS(1) 1 2 3 3 ASTM C-80.MCTNUM WEIGHT FRAME ANCHC" (SHEETS T) ANSI 616.6.7 (WOOD SCREW)(2) PAN HEAD No.10 WOOD GRADE 2 EQUIVALENT 1-3/8 3/4 2 1J2 WOOD WITH A MINIMUM , ASME 818.6.4(TAPPING SCREW)(2) SPECIFIC GRAM TV OF 0.12. 1 I GRADE 2 EQUIVALENT CONCRETE ITN TAPCONS(1) 1 1.1/1 3 WIN.2500 PSI CONCRETE ,A 12g p SNAP-ON Ht7f HEED 3/36' MASOMY(IIOCFJCMU) Tv iAPCONS(I) 1 2 `-- 3 STRENGTH CONFORMANCE TO �y4 51e !S FLANGE WITH 'ECTIONA,6 6 C ASTM C-70.MEINUM W EIGHT 3 THROUGH (SHEETS 6) ANSI 618.6 1 (WOOD SCREW I(2) �> �a FRAME ANCHOR GRADE 2 EQUIVALENT WOOD WITH A MINIMUM }{ ;bhp PAN HEAD No.10 WOOD 1-i/6 3J4 2 1/2 Rim B11t.R,A(TAPPING SCREW)(2) SPECT FIC GRAVITY OF 042. m((((�77777 w GRAD&JalJIVAIENT 15g:iii nIANS878.6.1(WOODSCREW)(3) • • 7 �NAILING FIN `UCTION I,8 6 C GRADE 2 EQUIVA(FI(T WOOD WITH A MINIMUMDAN HEAD N0.D WOOD 13/6 1/4 l tQ q ANCHOR (SHE'ETS Si jsME 818.6.4(TAPPING SCREW I(31 SPEGRC GRAVITY OF OA2. I[ T �' GRME 2 EOUIVAEENT uI 3 €1,(i NO115: CT�y sSW 11 IT 1)WHENW TAPCO NS ARE USED FOR CONCRETEJMA6DNRY INSTAUATION,THEY SWILL DC Tilt ADVANCED THREAOFORM TECHNOLOGY TYPE. Z K 2)TCRWOOD SCREWINSTALLATION INTO WOOD S16STRATT;IFSPUTTINGISACONCERN.ORI LLO 90"PIIWYHOIE(DRILLSIZE43).FORTMPINGSCREW1NSTALLATIONIN'EtDWOODSUesTRATL;IFSPUTTINGISACONCF1w,[IR..i ti) pI� 0.121'PILOT HOLE(DRILL SIZE 31). 8� 411111 P. 9)FOR W000 OR TAPPING SCREW INSTALIATIONINTO WOOD SUBSTRATE;IF SPLITTING IS ACONEIRN,DRILL0.062'PILOT HOLE(DRILL VA 45). 1" kii E SI t ', 2X WOOD FRAS/NG. SEE EDGE .9 ANCHOR SCHEDULE ON EDGE EMBEDMENT SHEET 2 FOR DISTANCE DISTANCE 1 E SUBSTRATE VM1ES. SEE DISTANCE ,-SUBSTRATE VARIES, SEE REQUIREMENTS. ANCHOR SCHEDULE ON DISTANCE 1 ANCHOR SCHEDULE ON SHEET 2 FOR SHEET 2 FOR ' '� REQUNEMENTS. _., REQUIREMENTS. EDGE ISTANCe ' /,�'� �/ , .• / AtiMi AR EMBEDMEt(T EMBEO6IENT EDGE DISTANCE • Ir I / /.( .� 1 r iiiINN J.Mena,Pt illia ilia Fw"a,HE_Na arra SCHEDULE ANCHOR, SFS ANCHOR RREQUIfEMENTTS INCLUDING SQL TYPE,FOR ' INSTALLATION ANCHOR. SEE I INSTALLATION ANCHOR, SEE ANCHOR Digitally ANCHOR SCHEDULE ON SHEET 2signed EMBEOMEHR AND EDGE DISTANCE. - FOR REOURIE]IENTs INCLUDING _J SOEDULE ON SHUT 2 FOR 9 (� 52E TYPE. EaNLTEDAHETNT AHO REQWREINENTS INCLUDING Sli.E, TYPE, s■=e Robert J EDGE DISTANCE. O. EMBEDMENT AND EDGE DISTANCE, :;E1t�ys A" ";1 Amoruso EMBEDMENT AND EDGE DISTANCE EMBEDMENT AND EDGE DISTANCE EMBEDMENT AND EDGE DISTANCE 1'st , , Date: NAILING FRN FRAMY N'STALLATION' THROUO*I-I'*AMTI P INITALLAON SNAP-ON FLA Nob THR(3U(HI-PRAMEDcTAIUA11(Y +y;mer2019.12.11 15:18:53 • -05'00' r - _ NAILING FIN INSTALLATION ANCHOR e A SHOWN. SEE ANCHOR SCHEDULE. ON a 3} MAx. (TVP.) 71-- .ASHOWN. SHEET 2. 4i" MAX. (TVP.) 1+. 7 3/4" 0.C. SPACING, as If- Y� 0 N9CH FS FIN FNAML V +,-1" IOL. (11'P,) ---7/J gNCHOR L'JCATIDN • }L_ G u /! a B i.. + 1w \ C j A --• 0 • 'm6 aYrm# YS 7' O.C. SPACING X g 4 +/-1' TOL. MP.) Ay H` • • h pw � I N 48 1/4" FIXED LI1E_ ry it.+•- -- •---- WIDTH D.I.O. •. Y w u t t t ;__ ..2 W .— , .. ... a �� 'i • ' • -- lea 5 ;i ' ,. 47.325' SASH i ! '�� WIOTH D.L O. 4§i illi:511 4" O.C. SPACING CENTERED „ 8�A8OUT MEETING/LOCK RAIL • I aZdP CENTERLINE Z I *�+1” TOL (1YP,) (TYP.) J 8b n © V X ;t 1i' MAX. (TYP,) • • /____R_ r —T— II �— F---j--- Ir 50 1/2" _...1 Proem *rows EE MAX. SASH WIDTH Fianna E Ne.40E2 2i" MAX. 0-fr.) 53 1/8" Digitally MAX FRAME WIDTH signed by SERIES 8500 VINYL SINGLE HUNG WINDOW - 35 PSF DESIGN PRESSURE R ;":. , Robert J EXTERIOR VIEW i. Amoruso '-A14— i Date: 53"X 63"NOMINAL SIZE -GLAZING DETAIL AN;f"� r4,,.1.a NAILING FINE(FIN FRAME)ANCHOR INSTALLATION %;;�•�' 2019,12.11 15:18:53 -05'00' 15' oc. SPACING, AA T-(ROUGH—FRAME INSTALLATION /-t^ TOE. (TYP.) 1 .3. ANCHOR SHOWN. SEE ANCHOR 4" MAX (TYR.) ---...1 ;A- 7 ----------7- � SCHEDULE ON SHEET 2. d� - ,_ 1. T. .__... _� ..4' i �, ►OANCOIC THRAODUII FRAME. TION 1 cc G. 71 0 �I i 0 xri ? > n le 0 12 I/z• 0,C. SPACING, / ,.,9 , 1 ' 48 1/4' FIXED LITE_ f/%10 rr • W Z a Q WIDTH D.L.O. +�{ $ vi t /I-' ii/` 4 I e -40......e/ 47.325 SASH y j WIDTH D.L.O. ' 14i34,• 8;6" O.C. SPACING < jCENTERED ABOUT !MEETING/LOCK RAIL - . 'S 1 CENTERLINE c IX +/- 2• TDL (TYR.) •• , o v 1dcR ® f • �+!` ANCHORS NEAR I ,,.f� g . III pcUR MEETING RAIL SHALL BE N S ✓1 i LOCATED AS REQUIRED 1 X _ 4 TD FACILITATE INSTALLATION. 4 / 4' MAX. (TYP.) — TAY '- — .�-- — j - � Sill ANCHORS TO BE INSfAILED USINC ITEM N0. .30 SILL CLIP. SEE SD 1/2' SECTION A. SHEETS 5, 6 .J �"Pee. MAX. SASH WIDTH! AND 7 FOR DETAILS. Digitally 5318signed b y MAX. FRAME WIDTH - "'.f ti Robert J SERIES 8500 VINYL SINGLE HUNG WINDOW - 35 PSF DESIGN PRESSURE ;' .,-•.. Amoruso _— EXTEV[EW f97!i"r, `„% I' Date: 53"X 63"NOMINAL SIZE -GLAZING DETAIL A .I'4" 2019.12.1 1 THROUGH-FRAMH ANCHOR INSTALLATION 15:18:53 -05'00' SEALANT BETWEEN FIN--, r 2X WOOD FRANING. SEE AND 2X WOOD p 2x WOOD FRAMING. SEC / ANCHOR SCHEDULE ON 5 FRAMING BY OTHERS ' ANCHOR SCHEDULE ON SHEET 2 FOR 0 a SHEET 2 FOR REQUIREMENTS. EXTERIOR FINISH -�..` I REQUIREMENTS. `- BY OTHERS i INSTALIATiON ANCHOR. SCC t ANCaOR SCHEDULE ON SHEET 2 U ! PERIMETER FOR REOUIRCMCNTS INCLUDING SEALANT BY —��! _ ��, SIZE, TYPE, EMBEDMENT AND B OTHER. I/4MAX. EDGE DISTANCE. a u --X IllJ SHIM \ T/4" MAX. SHIM r-t _T l- 0 INSTALLATION ANCHOR. 0 INTERIOR _ . 1"Ait SEE ANCHOR SCHEDULE a ON SHEET 2 FOR Ii REQUIREMENT i INCLUDING WE, TYPE, EMBEDMENT T`�I i 6 AND EDGE DISTANCE. �► II a 6 v, a -- -- 3 F k EXTERIOR fNISH � 1 � „g I!� ® BY OTHERS ` � x `m 4 ,A 22 1 nI� SEALANT BETWEEN FIN a L1 _ f " AND 2x WOOD EXTERIOR IP ' � ,If '_-_� � 23 FRAMING BY OTHERS F k QQ �1 � + PERIMETER !F E m SEALANT BY QFIXED LITE H()RIZOINTAL Pili las rt. 'i'I OTHERS © CROSS SECTION p PI SCREEN--'"'y O y NALLOX;FTN PRAMP INSTALLATION M 11 , , EXTERIOR INTERIOR 2X w000 FRAMING. SEE a{ % tat ANCHOR SCHEDULE ON ,,I `i -- .0SHEET 2 FOR - INSTALLATION ANCHOR. SEC kV "Y 8 REOuIREMENTS. SANCHOR HEET 2 FOR DUIF. ON REQUIREMENTS INCLUDING SCREEN \ , SIZE, TYPE, EMBEDMENT 1 MIO EDGE DISTANCE. r O ,-14— `L`I 1/4" MAX. 4 1/4" MAX. SHIM PERIMETER— SHIM r SEALANT By ` JEW IOW i I I O 4 INTERIOR OTH - 2X W000 FRAMING. SEE , w - SUBSTRATE VARIES. SEF. .- SUBSTRATE. VARIES. SEE A ANCHOR SCHEDULE ON ANCHOR SCHEDULE ON EXTERIOR FINISH 2 FOR SHEET 2 FOR BY U1HER5 ;,'r JrSHEET , REQUIREMENTS. REQUIREMENTS. Q b ' — INSTALLATION ANCHOR, o SEE ANCHOR SCHEDULE NSIALLATION ANCHOR. SEE it ON SHEET 2 FOR ANCHOR SCHEDULE ON SHEET 2 PERIMETER /� , REQUIREMENTS FOR REQUIREMENTS INCLUDING w SEALANT BY �i - _ INCLUDING SIZE, TYPE, , SIZE, TYPE, EMBEDMENT AND p 3t — ' EDGE DISTANCE. a OTHERS �J mil 1/4" MAX EMBEDMENT AND EDGE /Shi1M DISTANCE. . —1/4" MAX. SHIM alijr_� SEALANT BETWEEN \ All 0 INTERIOR ` SEALANT FRAME AND SUBSTRATE l=l O FRAME AND BY OTHERS �� . m SUBSTRATE .. a•8 BY OTHERS `�� _ 0 � ''.1 -�¢ o 0 EXTERIOR FINISH-.. iI -�—' ? .1 1, BY OTHERS B4111.4.._ ' ¢Cilli 1__ 3 a " �•. j� PERIMETER 3' EXTERIOR Q I §I ! ` 6 P'�L� . T SEALANTOTHERS !y 1 m O LITE HORIZOIN'I'AL W= Is B � � ()FIXED CROSS SECTION 4 mz rr; SCREEN S THROL'OH-E1LAMl:INSTALLATION }� EXTERIOR IN'I'ERJOR SUBSTRATE VARIES. SEE SNAPd)\•FLANCIF. ,ii w ANCHOR SCHEDULE ON 'iO4 4:) SHEET 2 FOR INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE 3✓!`K �. REQUIREMENTS. - ON SHEET 2 FOR REQUIREMENTS INCLUDING 4 i SCREEN T�-1 i 0 SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. �( SEALANT BETWEEN FRAME AND 1 _ SUBSTRATE BY OTHERS I i L l ( A 1/4" MAX. SHIM Q II ,30 1/4" MAX. SEALANT BETWEEN -r3 / SHIM SUBSTRATE ANDY ' 00 INTERIOR PERIMETER ED 0� #�� ), SUBSTRATE VARIES. SEE OTHERS SEALANT BY ' ANCHOR SCHEDULE ON ,'F` OTHERS ..': SHEET 2 FOR Ij REQUIREMENTS. EXTERIOR FINISH�` EXTERIOR FINISH -� - BY OTHERS BY OTHERS I] 0 rt,d cF w 4(17$2 AL I Digitally INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE -_ ««� signed by ON SHEET 2 FOR REQUIREMENTS INCLUDING ® � +;yr ra$i� Robert J SIZE, TYPE, EMBEDMENT AND EDGE DISTANCE. PERIMETER V:l SCREEN ".;;r"'� , SEALANT BY EXTERIOR `�%' "'-'a "1 Amoruso OTHERS � /�' OvERflCAL CROSS SECTION =t� « . Date: T KOUGTT-FRAMLINS'FAI.I.ATION — ØSASH LITE HORIZONTAL �_ �Fss'Y "4,tii4,4 2019.12.11 SNAP•ONFT.ANCI! CROSS SECTION 15:18:53 '111/1.-OLKIN- INSTALLATION -05'00' SNAP-UN FLANGE T [ VARIES. SEE ANCHOR SCHEDULE ON - SUBSTRATE VARIES SEE SHEET 2 SUBSTRATE V r / ANCHOR SCHEDULE ON 5' A r7/, Hf.E T 2 FURRESTALLMEON §�� REOUtREMENTS. .- INSTALLATION ANCHCIk. SEE ANCHOR SCFIEGULE 4EXTERIOR ' ON SHI E:I 2 FOR REQUIRCMFNIS INCLUDING a FINISH H1 // ' SIZE. TYPE, EMBE)MCNT AND EDGE DISTANCE. v OTHERS w 1/4" M.U. SHIM K SEALANTmom PERIMETER --- "i ' \ 1/4" MAX , / INTERIOR B1 SHIM SEALANT (' BETWEEN N OTHERS _ FRAME AND • `111 NO J '� // SUBSTRATE 1_. \ INSTALLATION ANCHOR. BY OTHERS , i�� a - 5f,1 ANCHOR SCHEUULI tgo LL `�I 2 ON SHEET 2 FOR O 6 F.i o REQUIREMENTS w INCLUDING SIZE. TYPE. r 0 EMBEDMENT AND EDGE -_ ILL_ , Cor §< 3 : 0DISTANCE. 0;13'1 EXTERIOR FINISH_ @ BY OTHERS �� ^ �' I I m SEALANT EXTERIOR N a ,'•1` FRAMERAIE AND •rERtNETER • 2 4.F-ti LI 0 i X } '.. ; howl 1 BY OTHERS sC.nIANT ev QFIXFD LITE HORI7.OINTAL ; Fr' II ,. 1 OTHERS v CROSS SECTION '� .•__. IIIHUUiH•FRAhUi WS1ALLAIION • o 1i � `t • 8 f 7 SCREEN.- a C INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE 1e�11„ EXTERIOR INTERIOR ON SHEET 2 FOR REQUIREMENTS INC.IUDING SUBSTRATE VARIES. SEE -� SIZE. TYPE, EMBEDMENT AND EDGE DISTANCE. i ANCHOR SCHEDULE UN ! 11 SHEET 2 FOR - 1/4" MAX. SHIM j B REQUIREMENTS. abA SCREEN11 o 0 0 INTERIOR PERIMETER © y_ �'� 30 i/4' MAX. SEALANT BETWEEN FRAME - Il �--- SEALANT BY �1-1 SHIM AND SUBSTRATE D1 OTHERS till OTHERS - ��rr�z....��— SEALANT_---" ,P ,—r SUBSTRATE. VARIES. SEE (�, newlJ 4111001110,PI BETWEEN FRAME O 0,...P IL No 407e2 AND SUBSTRATE • EANCHD 2 FORSCHEDuLE ON �,L Irk BY OTHERS REQUIREMENTS. EXTERIOR FINISH I-- Digitally BY OTHERS 1 D SCREEN Signed by -. a FXTE RIOR >r',lf"w Robert 1 FINISH BY PERIMETER 1 f.' ..)� y Amoruso OTHERS INSTALLATION ANCHOR. SEE ANCHOR SCHI.DVLE r.:•; ' ON SHEET 2 FOR REQUIREMENTS INCUJUING SEALANT BYakk ' SASH LITEl.l'1'E HORIZON'I'AI. a11�1';i,, !r Date: SIZE. TYPE, EMBEDMENT ANU EDGE DISTANCE. OTHERS norv CROSS SECTION ~;.' ;„ *°r 2019.12.11 QVERTICAL CROSS SECTION ruRuuaH•FRAMF INstau ATIo 15:1833 v T11TtUC0141•RAMF.INSTALIATION -05'00' __ BILL OF MATERIALS 8500 SERIES SH s BOM NO. _.__ PART NO. __DESCRIPTION DESCRIPTION REMARKS w (�.. 1 7867 IAMB PVC _^ S b ...I 2 7868 HEAL) PVC 3 7869 _SILL PVC a 4 7863 VENT STILE PVC 1- p :_ _., 2 S- — 7966 _�— VENT NAIL .. _.._... .-- PVC-_..... O 1 2" GLASS BITE Itrpal,--� — 6 7864 VENFIXET INTERLOCK — PVC 0. I a 8 7 7865 _ - VENT INTERLOCK _ PVC C FIXED LITE 8 _____ 6177 GLAZING BEAD PVC SHOWN AT HEAD. 9 STGBLK —4 SETTING BLOCK _ NOTSHO_WN 3/4" OVERLL THICKNESS IOU: LOCK RAIL AND ____ I0__ _ 7871 _ _ -SCREEN LOCK _ _ OPTIONAL __ 1/8" ANNEALED x DURAI ITE SPACER x - JAMBS SIMILAR. I/8" ANNEALED ® -- __HARDIMARE --- __, -'--__ 12 9208 BASE ! NOT SHOWN A^1 ,�, 13 9202LEVER NOT SHOWN GLAZING DETAIL A 14 SHLK - CAM _--, 15 _ SNLKKPR ___ KEEPER _ m W M ___ 16 677204 r .. CAM LOCK(OPTIONAL!__ _ _ _USEDIN DPSO TEST_y I.,7 i$ t i 01 17 677133 KEEPER(OPTIONAL) USED IN DPW TEST 4 LL i!„1 d g 3/4° OVERLL 1111CKNE55 IGIJ: 18 110.5/MRBLCK MEETING RAIL BLOCK Apply 7864 to 7988 T-Bar °J 1/8" ANNEALED x DURALITE SPACER x WEATHERSTRIPPNG _ ` l .6 1/8" ANNEALED _ 19 -� G WEA 6 ERSTRIP - �1- .187 x.I70 FIN PILE S�3 Y } LOA FOAM TAPE ILACK•BEDDING — o � �F�j ® _- "/ 1/2" GLASS BITE 208 SILICONE a . p. 8 , - 21 GLAZING DETAIL A 3/4"OVERLL THICKNESS IGU cc' f; R �jp�_ IMF/ILL I _ _REINFORCEMENT - ---_-- 4NI 171 V A—f 22 - RNFCHK FIXFDRElNFORCEMENT ALUMINUM 6063.T5 li {I V - -- 23 RNFVN7- r VENTREINFORCEMCN7 ALUMINUM 6063-T5 J SASH LITE SHOWN AT SILL. MEETING -" f © Air, ._ RAIL AND JAMBS _ BAlANCEANDTILTCOMPONENTS _ _ I- SIMILAR. 25_—�! 700 SERIES `BALANCE(CONSTANT FORCE) _ NOT SHOWN 26 728 PIVOT LOCK SHOE(1.292'x.562") NOT_SHOWN 27 275 PIVOT BAR NOT SHOWN GLAZING DETAIL /4. i8 _9637 ANCHOR NOT SHOWN 29 - X76800/76900 T1LTLATCH ASSEMBLY NOT SHOWN - _ �w~ --INSTALLATION COMPONENTS - NOTES. _ Rabid Art^n.o✓.t. 30 6384 SILL CUP • PVC 110.3..0 E.MY OM 1. A MINIMUM OF TWO(2)NEOPRENE SETTING BLOCKS WITH 31 8864 SNAP-ON FLANGE __I PVC 70 TO 90 SHORE A DUROMETER HARDNESS ARE —. Digitally REQUIRED AT BOTTOM(SILL)OF GLAZING LITES MORE signed by THAN 3 FEET IN WIDTH. ,,r'".°F . Robert J 2. AS-TESTED IGU SYSTEM SHOWN.SUBSTITUTIONS ARE {;� , r.7Amoruso ALLOWED IN ACCORDANCE WITH AAMA/WDMA/CSA 101/I.S. =t;ft4 '•c Date: 2/A440-11,SECTIONS 10.2.3.2 AND 10.2.3.4.SEE SHEET 1 °% •'•a 9:;%, 2019.12.11 FOR DETAILS RELATED TO WINDOW SIZE/GLAZING �""'"� 15:18:53 DETAIL/DESIGN PRESSURE. -05'00' t a RENAISSANCE WINDOWS AND DOORS - z SERIES 8500 VINYL XO-OX HORIZONTAL SLIDING WINDOW ! s INSTALLATION ANCHORAGE DETAILS JO COPY GENERAL NOTES: INSTALLATION NOTES: B V (f 1 W 1.THIS PRODUCT HAS BEEN TESTED,EVALUATED AND DESIGNED TO THE CURRENT EDITION OF THE FLORIDA 1 PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT EVALUATION BUDING CODE TESTING WAS CO CONDUCTED IN ACCORDANCE WITH AAMANWWVDA 101n S.2-07. DOCUMENT.ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT G. E IL 1 THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT 02-45303 03 AND LIMITED TO STUCCO,FOAM,BRICK VENEER AND SIDING. • ASSOCIATED LABORATORY DRAWINGS BY ARCHITECTURAL TESTING,INC. 2 SEE INSTALLATION ANCHOR SCjIEOUI ON SHEET 2 FOR TYPE AND GRADE OF ANCHOR,AND/OR 3.THIS PRODUCT EVALUATION DOCUMENT IS tjQ[FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(WIC) SUBSTRATE ANCHOR SPECIFICATIONS.INCLUDING MINIMUM NOMINAL SZE.MINIMUM EMBEDMENT INTO - SUBBTRATE ANO MINIMUM EDGE DISTANCES. 4.ADEQUACY OF THE EIOSTING STRUCTURAL CONCRETE MASONRY AND 2X FRAMING FRAMING SUBSTRATES ASA 2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO EDGE OF STRUCTURAL MAIN WINO FORCE RESISTING SYSTEM CAPAELE OF WITHSTANONG AND TRANSFERRING APPLIED PRODUCT SUBSTRATE EITHER TO THE INTERIOR OR EXTERIOR OF THE FENESTRATION PRODUCT. 11 p1 i 01 LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR 2.2 MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WINO FORCE RESISTING SYSTEM SUBSTRATE D Q REGISTERED ARCHITECT ACTINO AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF E INSTALLATION. 3. SEE SHEET 5,7 AND 8 FOR SPECIFIC ANCHOR INSTALLATION DETAILS. 1 a a ix AND 2X BUCKS(OMEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO S 4.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. ro THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL .-41—.0 ENGINEER OR REG'S TERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF S.ANCHOR QUANTITIES AND SPACING/EMBEDMENT ANO EDGE DISTANCE a 1A �0 a a vINIITAUATIO . 5.1. THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE(ED)AND THE MAXIMUM ON CENTER(O.C.)SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH ELEVATIONS ON �ij p z 5 WHEN INSTALLED IN LOCATIONS WHERE W INDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST.THIS PRODUCT Z REQUIRES OPENING PROTECTION IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE SHEETS 3 AND 4. O USING AN APPROVED IMPACT PROTECTION DEVICE 5.1 END DISTANCES AND O.C.SPACINGS LESS THAN THAT SHOWN IN THE ELEVATIONS ON SHEETS 3 ANDA 1 I A ARE ACCEPTABLE. 2GF T.SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL 5.3. FOR WINDOW SIZES SMALLER THAN THOSE SHOWN,ANCHOR QUANTITIES CAN BE REDUCED WHILE xOOOx Q 8 MAINTAINING EDGE DISTANCE AND O.C.SPACING REQUIREMENTS t ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRED BY r ;'[ THE AUTHORITY HAVING JURISDICTION. 5.4. ANO-CR QUOR REQUIRED AND SPACINGS SHOWN ARE BASED ON THE LOWER OF ANCHOR SPACING USED IN N.,.! _ TESTING OR REQUIRED BY LOADING AT DESIGN PRESSURE. S.WINDO'N FRAME MATERIAL.VINYL(PVC) S.S. SEE EMBEDMENT AND EDGE DISTANCE DESCRIPTION ON SHEET 2. 9 6 MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/4 INCH SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS Q ` D.GLASS MEETS THE REQUIREMENTS OF ASTM Et 303498 Z SHIMS)SHALL BE CONSTRUCTED OF WOOD COMPOSITE,HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING 10. DESIONATION'O'STANDS FOR FIXED LITE AND"X"STANDS FOR OPERABLE VENTCSASH LITE MATERIAL :t T 7. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANINTO MORTAR JOINTS � e t 11. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY, WATER PROOFING OF THE INSTALLED WINDOW (7 IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE . MANUFACTURER ANOADR THE INSTALLER. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDU4,g ON SHEET 2. TABLE OF CONTENTS SHEET SHEET DESCRIPTION Nobel J.Ammo.P E 1 GENERAL NOTES.INSTALLATION NOTES.TABLE OF CONTENTS FlOA04 P E No.10751 2 ANCHOR SOIEDUE.EAEDI4ENT AND EDGE DISTANCE Digitally 3 NOMINAL 72'x 48' XO/OX WINDOW ELEVATION signed by 4 NOMINAL 72'x 4S'FIN FRAME ANCHORING LAYOUT ELEVATION 4114Robert J i.S NOMINAL 7T x 48'THROUGH FRAME ANCHORING LAYOUT ELEVATION PERFORMANCE RATING J' ;,,..rw Amoruso a VERTICAL CROSS SECTIONS _ .i Date: MAXIMUM WINDOW SIZE ELEVATION GLAZING DETAIL DESIGN PRESSURE(PSF) IMPACT RATING 7 HORIZONTAL CROSS SECTION (SEE SHEET E» 404.4 ' 2019.12.05 w.. S FIN FRAME AND THROUGH FRAME ANCHORING CROSS SECTIONS NOMINAL 72'x48 NSHEET 3 A ./.40 SEE OER E 13:52:11 RAL 9 GLAZING OETNL AND GLAZING NOTES(BILL OR MATERIALS (71' x 47157 NOTE 8 -05'00' C' INSTALLATION ANCHOR SCHEDULE MIN. MIN.SPACING(IN) a INSTALLATION FASTENER HEAD FASTENER MANUFACTURER AND/OR MIN.EDGE SECTION VIEW SUBSTRATE EMBEDMENT BETWEEN FRAME ANCHOR CAPACITIES BASED ON TYPE TYPE SIZE SPECIFICATION SIN) DISTANCE(IN) ANCHORS44. I,- CONCRETE ITW TAPCONS(1) 1 1-i/8 i MIN.2000 PSI CONCRETE 0 HEX HEAL 3/16" STRENGTH CONFORMANCE TO 3 i MASONRY(BLOCK/CMU) I1W TAPCONS(1) 1 2 3 IY THROUGH SECTION A,B&C ASTM C.90 MEDIUM WEIGHT a FRAME ANCHOR (SHEET6) ANSI 818.6.1 (WOOD SCREW)(2) PAN HEAD No.10 WOOD GRADE 2 EQUIVALENT 1-3/8 3/4 2 1/2 WOOD WITH A MINIMUM , ASME 818.6.4(TAPPING SCREW)(2) SPECIFIC GRAVITY OF 0.42. GRAD 2 FOUIVALFNT SNAP-ON ANSI B18.6.1 (WOOD SCREW)(2) ' °' FLANGE WITH SECTION A,8&C GRADE 2 EQUIVALENT WOOD WITH A MINIMUM ',' i 6 9 PAN HEAD No.10 WOOD 1-3/8 2 1/2 SPECIFIC GRAVITY OF 0.42. y THROUGH (SHEET 7) ASME 818.6.4(TAPPING SCREW)(2) r oa L FRAME ANCHOR GRADE 2 EQUIVALENT ii PAN WASHER HEAD ANSI 818.6.1(WOOD SCREW)(3) °�Y� NAI UNG FIN SECTION A,B&C GRADE 2 EQUIVALENT W000 WITH A MINIMUM 4 e (0.352"MIN.HEAD No.8 WOOD 1-5/8 1/4 1 <a N cti ANCHOR (SHEET 5) ASME 818.6.4(TAPPING SCREW)(3) SPECIFIC GRAVITY OF 0.42. iliitug,1 i g DIAMETER) GRADE/EOUI VALENT NOTES: �u at 1(WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION,THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE. 2, ;ag kl;': 2)FOR WOOD SCREW INSTALLATION INTO WOOD SUBSTRATE;IF SPOTTING IS A CONCERN,DRILL0.090"PILOT HOLE(DRILL SIZE 43).FOR TAPPING SCREW INSTALLATION INTO WOOD SUBSTRATE;IF SPOTTING ISA CONCERN,DRILL S,),1 0.121"PILOT HOLE(DRILL SIZE 31). 3)FOR WOOD OR TAPPING SCREW INSTALLATION INTO WOOD SUBSTRATE.IF SPLITTING IS ACONCERN,DRIU.0.082"PILOT HOLE(DRILL SIZE 4S), Ie ZX WOOD FRAMING. SEE ANCHOR SCHEDULE ON EDGE EDGEDIIIISTANCE )4'1 1111 EMBEDMENT SHEET 2 FOR DISTANCE DISTANCE SUBSTRATE VARIES. SEE EDGE 2X WOOD FRAMING. REQUIREMENTS. ANCHOR SCHEDULE ONDISTANCE 1/SEE ANCHOR SHEET 2 FOR wN SCHEDULE ON SHEET I REQUIREMENTS. REQUIREMENTS. #44 EDGE DISTANCE " 2 FOREMEDGE DISTANCE /F / „`":"";''`/ 'I /___ P w.,.PINowxW INSTALLATION ANCHOR. SEE ANCHOR SCHEDULE ON SHEET 2 FOR Alla i INSTALLATION ANCHOR. SEE hi_ Digitally REQUIREMENTS INCLUDING SIZE. TYPE. ANCHOR SCHEDULE ON SHEET 2 INSTAL ANON ANCHOR. SEE ANCHOR I - EMBEDMENT AND EDGE INSTANCE FOR REQUIREMENTS INCLUDING t SCHEDULE ON SHEET 2 FOR signed by 1 SIZE. TYPE. EMBEDMENT AND REQUIREMENTS INCLUDING SIZE TYPE y�'!� Robert EDGE DISTANCE. EMBEDMENT AND EDGE DISTANCE sf`�tEi4t�Y. ,f' Amoruso EMBEDMENT AND EDGE DISTANCE EMBEDMENT AND EDGE DISTANCE EMBEDMENT AND EDGE DISTANCE `. ... Date: NAILING LIN IRAME INSTALLATION THROUGH-FRAME INSTALLATION SNAP-ON RANGE I (XION-FRAME INSTALLATION j,.� 4a et'' 2019.12.05 13:52:11 -05'00' t. 718" MAX. FRAME WIDTH § c e 35" MAX. SASH WIDTH s x H 3 U S L11 B A t a 6 6 II I /\ 1 a rn 611 I Y T 4 ii t 6, _ Q 8 i o I o x fl1E U) , 1,,, kicio !1 �3 iNg I , ., , _ ! t / ,.\ - - — \ ..., ..... Rcorl J Amaru.0 O 1 31i" MAX. FIXED _ 32" MAX. SASH ona�P F Na�o}z D.L.O. WIDTH D.L.O. WIDTH Digitally signed by SERIES 8500 VINYL HORIZINTAL SLIDING WINDOW i.5*,,t, Robert J `6 Amoruso EXTERIOR VIEW-FIN FRAME SHOWN(FOR THROUGH FRAME ANCHORING, FIN IS REMOVED) .,. Date: ot, .a. 72"X 48" NOMINAL SIZE SHOWN I'�� `w,,,;°::w 2019.12.05 OX SHOWN -XO OPPOSIIE 13:52:11 -05'00' • DENOTES FIN FRAME - 3 ANCHOR LOCATION -.• 71i" MAX. FRAME WIDTH oS Q • 6" O.C. SPACING (TYP.) - r- h w 6• MAX. (TYP.) --.� A c NAILING FIN INSTALLATION cL 7-1/8" MAk (TYP) .. 8 ANCHOR. SEE ANCHOR SCHEDULE ON SHEET 2. \ l z< a m §,4 'A i 6 A A . 8hor • 1 :hoP I j.12 0) iw W §giof O I x .!6" O.C.SPACING (TYP.) - i wmm ti li:.,:,.'.' • • — 6" MAX. (TYP.) I • ki:,....:: = I r � a -. - . , �f • • • • • • • • Pnow J PmorvM P E ANCHOR QUANTITY AT MAX. NOMINAL WINDOW SIZE A Pma+'E No.L's7 OF 72• X 48• AT SPACING SHOWN ABOVE ARE: QTY 8opp/8" MAX. (TYP.) -. PER JAMB IS SEVEN (7) AND QTY PER HEAD AND 8opp Digitally SILL IS ELEVEN (11). signed by SEE INSTALLATION NOTE 5.3 ON SHEET 1 FOR r"`w Robert.1 DETAILS ON SMALLER WINDOW SIZES. /47.,, + " i,:• iL'_`; Amoruso .` !, .w Date: SERIES 8500 VINYL HORIZINTAL SLIDING WINDOW . ;�;, 2019.12.05 EXTERIOR VIEW(72" X 48" NOMINAL SIZE SHOWN) 13:52:11 FIN FRAME ANCHOR LOCATIONS AND QUANTITIES -05'00' • �. 71i" MAX. FRAME WIDTH N. AEANCHOR LOCATION LS v 8 8/18" O.C. SPACING (TYP.) THROUGH FRAME AND THROUGH FRAME w B AI W/SNAP-ON FLANGE INSTALLATION ANCHOR. & 6" MAX. (TYP.) j� 8 8 SEE ANCHOR SCHEDULE v 7 w Q 0 v v ON SHEET 2. +a 8r § . aa, B , C iz _i r 8hor T I 8r-or a i 1 B &IliI i E> < .t,,, § Ga rell 12• Q.C. 0I X g ''i SPACING (TYP.) I C) a - 12 Iti 4 1 ry _ i kr 1 D a 8" MAX. (TYP.) t F- A A A A A A A A ANCHOR QUANTITY AT MAX. NOMINAL WINDOW SIZE OF 72" X 48" AT SPACING SHOWN ABOVE ARE: QTY B C LINO J.wnmwe.P e PER JAMB IS FOUR (4) AND QTY PER HEAD ANDna10"P 6 Hu Wier SILL IS EIGHT (8). Bopp Bopp SEE INSTALLATION NOTE 5.3 ON SHEET 1 FOR Digitally DETAILS ON SMALLER WINDOW SIZES. signed by es.,040. Robert 1 ��,�� Amoruso SERIES 8500 VINYL HORIZINTAL SLIDING WINDOW ;�.+ :« ' Date: �_. 1/404c' 2019.12.05 EXTERIOR VIEW(72"X 48" NOMINAL SIZE SHOWN)WITH FIN REMOVED13:52:11 THROUGH FRAME ANCHOR LOCATIONS AND QUANTITIES -05'00' t i s v U U W 4111 , iiZ____In_I i a, 0 O kit Rili.I.Ilisol m 8 ihir:',T. EXTERIOR INTERIOR 11,11A rilLga O111''1''' it O 4408 ?�a SCREEN O '• OEN 4 r] O ao ,y ,a EXTERIORDIM 0 INTERIORr a` 1116 1 0 NI - i a- CB OX AND XO VERTICAL CROSS 6 SECTION - FIXED ROW ,,'C - FIN FRAME ANCHORING CROSS SECTION SHOWN $logs PR.NO"'a' CtAii OX AND XO VERTICAL CROSS THROUGH-FRAME ANCHORING CROSS SECTION Digitally SAME WITH FIN REMOVED signed by , SECTION - VENT .:'sir. Robert J FIN FRAME ANCHORING CROSS SECTION SHOWN a:`.'t"".„.k Date:moo THROUGH-FRAME ANCHORING CROSS SECTION Z.4 2O19: �° '°� 2019.12.05 SAME WITH FIN REMOVED 13:52:11 -05'00' i a •a P 0 Lu O ;i a INTERIOR i s Q ® 0 0 Q < Za iir . ''Ir' ,, ''' z X14 III11' IIIMIIM __ 0 FZ r sir C �� © y:z f EXTERIOR Q m SCREEN Q OX (SHOWN) AND XO (OPPOSITE) 0•a JPAmuo°s£ W. HORIZONTAL CROSS SECTION DigltaIIy FIN FRAME ANCHORING CROSS SECTION SHOWN signed by ,/�`;�, Robert J THROUGH-FRAME ANCHORING CROSS SECTION 1t��I—a \T:, Amoruso SAME WITH FIN REMOVED ,. .o ') Date: °i°;.', 2019.12.05 13:52:11 -05'00' w SEALANT BETWEEN FIN / - AND 2X WOOD / 2X WOOD FRAMING. SEE FRAMING BY OTHERS / ANCHOR SCHEDULE ON -'r EXTERIOR FINISH SHEET 2 FOR r- EXTE BY OTHERS REQUIREMENTS. W a PERIMETER _.J SEALANT BY __ OTHERS (111_,T. i/4" MAX. SHIM 0 INSTALLATION ANCHOR. SEEti s 1 ANCHOR SCHEDULE ON SHEET 2w FOR REQUIREMENTS INCLUDING ti 92L,2 EXTERIOR INTERIOR SIZE, TYPE, EMBEDMENT AND EDGE a tl DISTANCE. < 9� A VERTICAL CROSS SECTION EXTERIOR FINISH '`':::::, 2X WOOD FRAMING. SEE N BY OTHERS ANCHOR SCHEDULE ON 8 HORIZONTAL SAME �''1''`'`'' o. SHEET 2 FOR a II m a Z NAILING PIN FRAME INSTALLATION REQUIREMENTS. $ 4 PERIMETER Al Ii ''' SEALANT BY ��;Mii►1• INSTALLATION ANCHOR. x LL T g OTHERS t� SEE ANCHOR SCHEDULE �x 1/4" MAX. ON SHEET 2 FOR y z � Sj 1 REQUIREMENTS INCLUDING 5 EXTERIOR / 2° SHIM SIZE. TYPE, EMBEDMENT ' / n L INTERIOR AND EDGE DISTANCE. 0,d ,P: � fie.. SUBSTRATE 0 SEALANT BETWEEN FRAME L4 i:ii VARIES. SEE of AND 2X WOOD FRAMING BYz t !' :::: •:' ANCHOR OTHERS G SCHEDULE ON EXTERIOR SHEET 2 FOR 0 VERTICAL CROSS SECTION REQUIREMENTS. FINISH BY 8 HORIZONTAL SAME OTHERS AM. SNAP-ON FLANGE """' '"�_ .' THROUGH-FRAME INSTALLATION PERIMETER , � 1 1/4" MAX. SEALANT BY SHIM OTHERS __ I F Floods JP a o 447? INTERIOR EXTERIOR I Digitally 0 INSTALLATION ANCHOR. SEE ANCHOR signed by B VERTICAL CROSS SECTION SCHEDULE UIREM ON SHEET I FOR ,.. REQUIREMENTS INCLUDING SIZE, �< <i;I! Robert) TYPE, EMBEDMENT AND EDGE 4,1 " "'�' ' Amoruso 8 HORIZONTAL SAME DISTANCE. 0y�'�, nate: 11IR00II-FRAME INSTALI.A'fION '',;,;.,;;.;;;,*e.... 2019.12.05 SEALANT BETWEEN FRAME AND SUBSTRATE BY OTHERS 13:52:11 -05'00' r • BOM NO. PART NO. DESCRIPTION REMARKS - 1 7862 FRAME-HEAD,SILL AND JAMBS PVC i 2 7866 STILE PVC d, - 3 7863 RAIL PVC J L ikik 4 7864 FIXED INTERLOCK PVC w t_____ _F O a 5 7865 VENT INTERLOCK PVC } 41) rs 6 7866 VENT PIVOTRAIL/STILE PVC - 1/2" GLASS BITE 01 0 7 7870 TRACK PVC 8 6177 GLAZING BEAD PVC 9 6555 SETTING BLOCK NOT SHOWNi''' z g ; 3/4" OVERALL i�� .- �� , 10 7871 SCREEN LOCK PVC THICKNESS IGU: p 3/32" ANNEALED 1 • GI "0§ d HARDWARE x AIR SPACE x ?S �� 12 --- ROLLER 3/32" ANNEALED d* m 6 : °i 13 --- CAM LOCK GLAZING DETAIL A eJ 14 --- KEEPER ,- i pis 15 WEATHERSTRIP 187 x .260 FIN PILE x ii ,-11 FIXED LITE AT HEAD SHOWN. GLAZING SILL & JAMBS SAME FOR FIXED �� ? ��t 16 --- WET GLAZING COMPOUND SILICONE LITE OR VENT/SASH LITE. - P GLAZING 3/4"OVERLL THICKNESS IGU I 17 DE.--TAIL A 3/32"ANNEALED X AIR SPACE X 3/32"ANNEALED V gt _REINFORCEMENT 18 7864.1 FIXED REINFORCING BAR ALUMINUM 6063-T5 NOTES 19 7865.1 VENT REINFORCING BAR ALUMINUM 6063-T5 1. A MINIMUM OF T"NO (2) NEOPRENE SETTING INSTALLATION COMPONENTS BLOCKS WITH 70 TO 90 SHORE A 20 8461 SNAP-ON FLANGE PVC DUROMETER HARDNESS ARE REQUIRED AT BOTTOM (SILL) OF GLAZING LITES MORE THAN 3 FEET IN WIDTH. ad•PE No ap/l7 2. AS-TESTED IGU SYSTEM SHOWN. OTHER SUBSTITUTES ARE ALLOW WHILE Digitally MAINTAINING INDIVIDUAL LITE THICKNESS signed by AND TEMPER. ♦4,`°"",, RobertJ ».-.: ` Amoruso ki, : ..:„1, Date: •4414".I4' 2019.12.05 13:52:11 -05'00'