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HomeMy WebLinkAboutProduct Approval PLOt0ADRPARTMtdNT 0" , , J -1 Business & Professional Regulation t1 lLil 4 _ rinproomy 'A60UrDM DIM..R1Y13J6N5 ,i'CiplaTIMPRI rBCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us.I BCIS Site Map I Links I Search Florida . _i 1Product Approval ! USER.Public User G.4FUtert 'Rea t i.a...+:ral iVrtcn Product Approval Menu>Product or Application Search>Application List>Application Detail lCIFFI tFTt11= FL# FL14911-R10 GE.P441 Application Type Revision Code Version 2017 Application Status Approved RECEIVED OCT®02018 , Comments public comment.05/18/18 i'errnitting Archived [l $t,Lucie C0 fluent • Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick,NJ 08902K (732)435-1000 f 41 jonberrian@slbp.com c Authorized Signature Jon Berrian jonberrian@slbp.com kg Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick,NJ 08902 (732)435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer LJ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F.Norero,P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association-QA I Quality Assurance Contract Expiration Date 08/03/2021 Validated By Locke Bowden P.E. J Validation Checklist-Hardcopy Received Certificate of Independence FL14911_R10_COl_COl Silverline SS 2017-06-14.pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440 2008 AAMA/W D MA/CSA/101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 ASTM E1996 2012 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2018 Date Validated 04/20/2018 Date Pending FBC Approval 05/01/2018 Date Approved 06/12/2018 Date Revised 08/17/2018 Summary of Products FL# Model,Number or Name Description 14911.1 V1 Series/50 Series(2000) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R10 II SWD017 SS 2017-10-20.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.Florida P.E.73778, Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R10 AE PER5140 SS 2017-10-20.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 14911.2 V1 Series/50 Series(2111) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R10 II SWD018 SS 2017-10-27.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.Florida P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R10 AE PER5141 SS 2017-10-20.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 14911.3 V1 Series/50 Series(2200/2300) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R10 II SWD019 SS 2017-10-27.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.Florida P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R10 AE PER5142 SS 2017-10-20.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 14911.4 V1 Series/70 Series(2127) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14911 R10 II SWD049 SS 2018-04-20.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.Florida P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R10 AE PER5485 SS 2018-02-14.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of LISP 14911.5 V1 Series/70 Series(2127) Single-Hung Window • • Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14911 R10 II SWD050 SS 2018-04-20.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.Florida RE.73778 ; Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R10 AE PER5486 SS 2018-04-19.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes 1 requirements and limits of use. 14911.6 V1 Series/70 Series(2907/4907) Single-Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL14911 R10 II SWD020 SS 2017-10-27.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,P.E.Florida P.E.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R10 AE PER5143 SS 2017-10-27.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. 012 Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 1 LCIrecY. Credit Card Safe securityMETR1cs• • • I' y , 0 m 0C.2...:5 .?... ,, CC• 42 Ado ® 7j O rV ml - Q— - - - - -_—- / Silver Line g ilia SILVER LINE BUILDING PRODUCTS CORP. IvAndeliffi 6. V1 SERIES/70 SERIES SINGLE HUNG WINDOW (2127) $` ONE SIL056UNE ORNE NORTH ORUNSWICIC,NJ 06902 (IMPACT RATED)(HVHZ) PH:1900)2344229 zN Li alllic y.--. z,TI C'd a3 r w p omg 0..,3 GENERAL NOTES: 3zi Z `p�$o MAX OVERALL SIZE as 2 z 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND TABLE OF CONTENTS w> MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. DESIGN MISSILE '^= m FLORIDA BUILDING CODE(FBC(,INCLUDING HVHZ AND HAS WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION > BEEN EVALUATED ACCORDING TO THE FOLLOWING: .�,., w a <� • ec • ,TEAS 201-94 52" 73" 0/% +55/-60 PSF LMI/SMI .1 - GENERAL NOTES&GLAZING DETAIL F • TAS 203-94 2 - ELEVATION&ANCHOR LAYOUTS a • ASTM E330-02 3 VERTICAL SECTIONS REMARKS BY DATE • ASTM E1886-05 • ASTM E1996-06/09/12 4 - HORIZONTAL SECTIONS • AAMA/WDMA/CSA 101/1.5:2/A440-08 S HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES& REINFORCEMENT DETAILS 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2%FRAMING,AND METAL FRAMING 't..DUCUMLAE ENTTS1nL 000YT OF 6J 0,04 o3(4,3.140 AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF AND 8110.LL NOT 5190P6005000IN WOOL!OR PONT WITHSTANDING AND TRANSFERRING APPLIED PRODUCT WRHQUTWRITTEN CONSENT OF BUXOM°DRORS,'NO LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ALTFMnONS,ADORIONS.NIGNLIGIRING,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AN D E. ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF InuaMaT00060PRNFICAnON. INSTALLATION. / Digitally OIg rik)R &BEfr JJorero,P.E. :: 43 64"O.A.I.G.LAMINATED GLASS Reason: A-I:I-0 G 1 3. 13 AND 2%BUCKS(WHEN USED)SHALL BE DESIGNED AND Date:28i8.•.s..~•.9:'0 .0 Inl � CONSISTING OF: Z8 QP � ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 1/8"ANNEALED GLASS ' ��E STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE$ RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 7/32"STEEL SPACERE • ::�lOe/RECORD FOR THE PROJECT OF INSTALLATION 3/32"ANNEALED GLASS '1‘):..;:t\....0.090"SAFLEX PVBINTERLAYER BY • 4. THE INSTALLATION DE7AIl5 DESCRIBED HEREIN ARE EASTMAN CHEMICAL COMPANY i1•4;;:. ` . OF � r GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR 3/32"ANNEALED GLASS r• A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION /i /6; � i O, 40. 1 TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,, 6 SPEA CCENSED ENGINEER OR ARCHITECT IFIC FIC DOCUMENTS FOR USE WITH THIS LDOCUMENTL PREPARE IINE EXTERIOR // / // \\ �r'l 0:',- �``���` S NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT /�� INTERIOR ✓I p 3 •�� APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR I % Pr I�L I NAL, 0.022 p.E Noii0n-e 9 / �/ B7 8441010 OROP9,IND AHI. I �� ��� %E W BuaWL813 /33a �'�/,j �Q/n 1 FIFE CERT.OF AUTHORIZATION Nw 29378 4 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED STEEL SPACER `\ V2I:1,II $ RESISTANCE..4 ON THIS PRODUCT IN AREAS REQUIRING IMPACT 1/8"OR 3/32" ,T I 1 / MIN. GLASSSFL 8: FL14911 1 SETTING BLOCK (],•23.18 6. WINDOW FRAME MATERIAL PVC DOW 995 SEALANT DATE: ? 7. IN ACCORDANCE WITH THE CURRENT EDITION FRC,WOOD DWG,BY: CHK.BY: F COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED GLAZINGDETAIL1 HR HFN t OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. NOTE: SCALE: NTS n 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.B: S W D050 GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. SAFETY GLAZING REQUIREMENTS OUTLINED IN SHEET: CURRENT FBC AND ASTM E 1300 GLASS LOAD 1` RESISTANCE. ` OF 5J c , , . - _ .... _ - c SilverLine .."‘ i brAndEtieli 1 . te 1 all ONE SILVERLINE DRIVE NORTH BRUNSWICK,NI OB907 PH:0100234.4228 LL, g ij Z E MAX.0.A FRAME WIDTH 52" Z NI )- C1. MAX.D.L.O. . a' 2gel5/ Fa, 0 5 m.ts 1,' -"---WIDTH 47.69" c -- ----..-- r. ctogigil 3"MAX. 6"MAX. 6.25"MAX. I 400 FROM ..-11-•-• CORNERS O.C. FROM CORNERS I I.* I o 2 cc r, 0 •—, ir3 g g 'i ' i Ul p ......•co' A-, NOTE: ALL FASTENERS ABOVE ...I > it il 0 THE MEETING RAIL IN THE INTERIOR JAMB ELu 6"MAX.] "0" TRACK MUST BE FLAT HEAD "0" o. MAX.D.L.O. "0" O.C. REMARKS BY DATE HEIGHT 33.50" C4 MAX.0.A FRAME 1 1 12.50"MAX. O.C. HEIGHT 73" MO SHALL NOr BE npRODUCED IN WIRRE OP Mr c:74 _ 1--- WITHOUT WRITTEN CONSENT OF 50001110 SHOW.INC ArrEIIMIDeu,ADMiloNS,MMIUGUSINe OT 501150MARKINGSTOMICOcuMria ARENOTPERIMILD AND MAX.D.L.O. "X" 3"MAX. "X" 6 INWPOI OUR CEMINGAVON .25"MAX. HEIGHT 33.50 FROM 001111i/4,, FROM -.1 CORNERS CORNERS 1 IIII-------- 4 e - o . ..••-• . 1 ,.., i ................. ...,__ .:.• .. ' 41 14 SA OF 1 , ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT 1.. 4,\zi -10 •• 41 `. SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW CO\ 'S 'L. S, .. '90 o" , 0, ilakits II vvit$9,i. Z FLORIDA AL N 73770 1 500011, 396 ANI E.OA°DEA*:0L__MC#336 V 5004511 BEAM FL 3V3DoO4 FOPS CERT.OF AUTHORIZATION No.29970 FL#: FL14911 .4, DATE: 01.23.18 i DWG.BY: CHK,BY: HR HFN I . SCALE: NTS DwG.it, SWDOSO SHEET: \,.. OF 5.1 ... *:- - c Silver Line .11\ B. I INGT1601.ii $ ; 111 111 111," ONE SILVERLINE DRIVE NORTH RRONSWIEN.0000902 arini UPI- 1 PH:(808),234 4208 1 115 •1`e ‘ I I,f 1 co-,:,- i \ 1 lil ./ \ i ,1 ill \ \. m— -,2,..., 6 icigeii 0 BB1=-1,-111 ia.,s., $4 VI a un ,:i SEE GLAZING \SEE GLAZING o z -, z*5. i ' 1” DETAIL,SHEET 1 0, DETAIL,SHEET 1 1 d I 5 co x 00 0l Cl ,0 01 0, 0 Ot u.,.• III a M cs. REMARKS BY DATE t-- 111 qt.' •••• = x g1112-‘ o 0 iii 1.INIA_Itil,11 M ! ',:ll, I x = 111 ,__A ha.. ,EXTERIOR INTERIOR 2 EXTERIOR INTERIOR .w111 ,1 g g nil I, MS WOO/ANT ISSUE PROMEASE OF WIWI OXOEU,INE %--Ii • 'IIi iE.•I 1 ••• I AND SUMS NoT ISE sEintOUUCED IN WNW.On Ma WITHOUT WRITTEN CONSENT OF 09110150 DROPS,INC ASTERATOX5.ADDIVONS,SIEGHUGHTING.0405590 2 '111• 2 .1 MARKINGS TOTHIS DOCUMENT ARE NOT PERMITTED AND iNVALIOATE OUR[MITIGATION •• 1 :11 I 1111 .1 ....„ ... 8 .1 IN ..., ..1. 1, . J -1 4:7 Ne ri, gr...."` SEE GLAZING SEE GLAZING A OF i.a. s, zr 4/ .. a, DETAIL SHEET 1 DETAIL SHEET 1 0 t1, 1.0 ,51, ..I) .4 (.0,,,,, i , ,e, I .-- , i 1 ..' ,.s,,.. ,40 ,••• g . l4, Li ,I- o• II 1 efecti ea tereloicg, ;11 , P1/ 'e .' ' FLORIDA Pt.No la770 5 U... o,_b...11 , 81.11101510 DROPS,NO 305 E DAMN ROACH 51.y.8._f 338 I :18 ir. 1 rill 4..1‘. 11 i ''..1.' 1 DANIA BEACH,FL 33004 Ii TOPE CERT.OP AUTHORIZATION No 29578 i MOM i , k ' 10 EL#: ' FL14911 ! r I DATE: 01.23.18 s DWG.BY: CHK,BY: 1 HR HFN I SCALE: NTS 0 VERTICAL SECTION (1--) VERTICAL SECTION DSI-VIVEGET'#: SWDOSO NAIL FIN THRU FRAME 3 \e, OF 5 j --.4 A. A _ . .. — . "4 NE c Silver Line byAndoeti t. Anil" 1 air .... ONE SILVERLINE DRIVE NORTH BRUNSWICR,AI 08902 PID(8001.230.4728 Li Z SECTION FOR INTERIOR SECTION FOR BLOCK&TACKLE SEE GLAZING SEE GLAZING ,—CONSTANT FORCE x....... ." v,rq 0 4t41P- 1 BALANCERS \ DETAIL SHEET 1 DETAIL SHEET 1 ,''''' .. BALANCERS rt 4 1 it- - , ......., _____i_f 1 \ ./ 6.11 70 0) 0 0/ iii 0' -- ------- . -,....- ..,0 ,.., _.. ...,, ,.., . it. ..,..,i:,g g •..9 i i / ......._, Al > C3 EXTERIOR CU 0. D.L.O. ..... F ..., REMARKS BY DATE . MAX.FRAME WIDTH C HORIZONTAL SECTION _ UPPER SASH %%DOCUMENT IS INIDAMERIYOF 0E01 OipS, kIftel AND SIIMLNDT BC REPRODUCED IN WHOM On OMT WITHOUT MOTO CONSENT Oi BUNDING PROM MC AtitAATIONS.ARDITIONS,HIGIAIMMK OR OMR SEE GLAZING SEE GLAZING MARXINGS TOMS DOCUMENT ARENDT PEAMRTED AND INVA1,10M1 OUR CFRTIFICATIOk I ,....[DETAIL SHEET 1 INTERIOR DETAIL SHEET / — fli, '..te 1 N. --iliii—r„, r_ ...,:o • ..... ...., 0 I =mum I 1 i Ilf,-,..::...;• 7 ----,.. .1_1 :I* , , ' 7:*S It.---- _. i •• ... iv „„..,.: /%4 OF .1.1r .7.. 1"--A__I— S%,\44,411,ioP-.9 t EXTERIOR ° .\9.e,,' ',.,'6. . - , ; D.L.O. #Leztif A P. No 7/778 DURDIAIO DROPS.INO 178 E MA BMA MAD._A 318 MAX.FRAME WIDTH ME 66- CCD BEACH.n.3.1WE OT.OF AUTHORIZATION No.21578 FL#: 0 HORIZONTAL SECTION FL14911 i LOWER SASH DATE: 01.23.18 i DWG.BY: CHK.BY: 1 . FIR El FN I SCALE: NTS i 1 DWG-4: SWDOSO 1 SHEET: 1 4 , 1 \— OF 5 I . . .__. _ _ _ 4.. SUBSTRATE 114 MAX' ( MIN.EMBEDMENTi B1— EDGE MIN. SHIM SPACE0 I SUBSTRATE BY OTHERS I SUBSTRATE Silver Line $ EQGE DISTANCE BY OTHERS INTERIOR %/` SCREW IN THE INTERIOR wf BY OTHERS �rMdets@r{ • SCREW / !� { CHANNEL /011' // fit�f MIN. 4_4 1: MIN �j��''%/, EDGE DISTANCE ONE SII INE DRIVE � EMBEDMENT ! , o z NORTH BRUNSWICK,N1va5Oz _ / � (�,����;irl� CHANNEL THE EXTERIOR 2 (� aH:levvt2na 0228 PERIMETER SEALANT �" 134"MAX. n �� { PERIMETER SEALANTJil 74 w o MIN. 2 BY OTHERS SHIM SPACE BY OTHERS 114"MAX' z"` C _ ,,„ __ SHIM SPACE ,.711_1 I 1. A v) a.¢g.. EXTERIOR INTERIOR EXTERIOR EMBEDMENT z o o a d EXTERIOR INTERIOR w O G 2 g P a cpVERTICAL SECTION Eg HORIZONTAL SECTION /'Cy�1 Ht)RIZONTAL SECTION g§ 68ga agg -4THROUGH FRAME(HEAD) THROUGH FRAME{JAMB} V NAIL F{N(HEAD) El oLI 2a o LA m'�S pza m `N. 1/4"MAX. REINFORCEMENT DETAILS > o o 3H4M SPACE '' W Q SUBSTRATE Ix u. a BY OTHERS ~ "—0,34" 1- Ij ! F a 0.83" -...-170410 87 1 REMARKS BY DATE INTERIOR p } �'-n_.•-•P I I } — -Y.-0.13" Eu om -� '!'1 INTERIOR 0.77" ` 0.9" t t _..1 1-.—0.46" wEXTERIOR + • ' I'iI I c 3 3 1 ff I 0.06" 0.87" ��\\ )I' f 0.45" z f ( © it Ill ® LOCK RAIL ALUMINUM �,/ LOCK ALUMINUM NG RAIL BTOMLT RAIL&SASH ,N„„OGHOLL,,,m,,,RU,E„,+DINGME,”,OR'E,„t ALUMINUM`,,; J AND SHELL NOT OF REPRODUCED INDINGO OP --.. EXTERIOR III \ / WITHOUT OC ''' MAREINGSTOTED DOCUMENT ARE NOT PERMITTED AND MIN.EDGE INVAPDATE OWI CERNNCATlTN. DISTANCE 0111111111, HORIZONTAL SECTION VERTICAL SECTION ANCHOR t�.�L .,,. 6 METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT DISTANCE t ' • ;�lfj! pp NAIL FIN(JAMB) 6 MEETING STILE ♦• + pi ,E�g68 WOOD SCREW .'` • \E ! 'piee WOOD:MtN,SOd0.6$ PAN MEAD5.5” 8.70' . .INSTALLATION NOTES: NAILING FIN No. '- METAL:18 GAUGE Steel. 48 TEN SCREW 3 THREADS MIN w�. ' 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. MIN.Fy=331(01 PENETRATION BEYOND 8.60' *�. METAL �,"'O' r. I 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE 1110 PAN HEAD IN ;I- OE •• to•F 7.6' 0.70' %°440..\414 '0 . k/�~ MAXIMUM SIZE LISTED. EXTERIOR CHANNEL 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2 INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT WOOD:MIN.SG.0.65 010 FLAT HEADINTHE trr �s.a eNA .•♦ A DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. INTERIOR CHANNEL 1.5" 0.76' Hf J, �.�B�b�T3'' R.d8DA P. NC 73778 ' 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO$E 3/81NCH.SHIM 3THREADs MIN Ric 35R E.OWE,MON DROPS,LONG 336 '3 WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIMS)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 7310 PAN HEAD IN PENETRATION BEYOND 0.50' DANIA BEACH,0. EXTERIOR CHANNEL METAL•180AUOE SIDOL METAL. COPE CERT.OF AUTHORIZATION Na 28578 3MEN.Fye 33%01 S. FOR MASONRY OR CONCRETE OPENINGS,1X WOOD BUCK MAY$E USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE 310 FLAT HEAD IN THE PENETRATION BEYOND 0.50" FL 8: r. DISTANCE REQUIREMENTS ARE STI F L 14911 MET WITHIN THE CORRESPONDING HOST SUBSTRATE.SEE GENERAL NOTE H3 ON SHEET 1 FOR MORE INTERIOR CHANNEL INFORMATION. THROUGH FRAME METAL 3116"ITW TAPCON i B. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND CONCRETE:fc3J000PS1 FLAT HEAD IN INTERIOR 1.25' 7.75• DATE: 01.23.18 it SIDING. CHANNEL 3116"ITA TAPCON DWG.BY: CHK.BY: S7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT HEX HECHADANNE�rERtoR t.26• 1.76" }{R H FN 6i COATING. 3116'ITWTAP00N SCALE: NTS ,1 8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE IS MEASURED FLAT HEAD IN INTERIOR 1.26" 1.75' • DWG,a: $W 0050 FROM FREE EDGE OF BLOCK OR EDGE OF MORTARJOINT INTO FACE SHELL OF BLOCK. MASONRY:CMU per ASTM 005 MM.2000 PSI 3118'RW TAPCON SHEET: 9, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS HEX HEAD IN EXTERIOR 725' 7.76' (E SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. CHANNEL L.�'TJ� DO. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. • OF 5 J