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HomeMy WebLinkAboutProduct Approval :vt(tv56,1,.. • 4,1;4#; .• , rop.tplaw- ipaq-vet?R-Iteoffoitit*t 15Itt*Wil 1441 BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats&Facts I Publications Contact Us I BCIS Site Map Links Search Hod*dpr Product Approval USER:.Public User RECEIVED ,tr,toul Product Agproval Menu>Product or Application Search>Application List>Application Detail OCT'0 8 2018 poky, FL# FL14911-R10 Pormitting Deportment •4°‘3*P.418r* Application Type Revision St. Lucie County ' Code Version 2017 Application Status Approved Comments public comment.05/18/18 Archived Product Manufacturer Silver Line Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick,NJ 08902 (732)4351000 jonberrian@slbp.com q, • Authorized Signature Jon Berrien jonberrian@slbp.com ,t44. Technical Representative Jon Berrien 44%* 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 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 Quality Assurance Contract Expiration Date 08/03/2021 Validated By Locke Bowden PE. f.i" Validation Checklist-Hardcopy Received ' • * Certificate of Independence ' FL14911 R10"COI COI Silverline SS 2017-06 14 Referenced Standard and Year(of Standard) Standard - • 'Year AAMAJWDMA/CSA/101/1.S.2/A440 2008 AAMA/WDMA/CSA/101/1.S.2/A440 1 2011 ASTM El 886 2005 ASTM El 996 ' 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_1310 II SWD017 SS 2017-10-20.pdf Approved for use outside HVHZ:Yes Verified By:Hermes E Norero,RE.Florida RE.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,RE Florida RE.73778 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 810 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_11_SWD019 SS 2017-10-27.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,RE.Florida RE.73778 Impact Resistant No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Installation Instructions and Product Evaluation FL14911 R1OAEPER5142 SS 2017-10-204& 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 U SWD049 SS 2018-04-20.pdf Approved for use outside HVHZ:Yes Verified By:Hermes F.Norero,RE Florida RE.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 use. 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,RE Florida P.E.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 AEPER5486 SS 2018-04-19.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes 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,RE 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 AEPER5143 SS 2017-10-27.pdf Report for allowable design pressures,sizes,installation Created by Independent Third Party:Yes requirements and limits of use. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Conwiaht 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: rell C24 cCl ck f Credit Card.. Safe security mtnu:cs 4 ' ` RECEIVED A0® OCT 0 8,1018 47/4 permitting Department St.Lucie County x Silver Line T. SILVER LINE BUILDING PRODUCTS CORP. NIL V1 SERIES/70 SERIES SINGLE HUNG WINDOW (2127) NORTH ONE SII W pN0EE (IMPACT RA TED)(H VHZ) PH:(8001:234-42213z s3 4O p $ 0011 8 S Z L7 e i oz �g ? > �3 �_ PAW! GENERAL NOTES: IL r. a z t9 5 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MAX OVERALL SIZE TABLE OF CONTENTS N i m m MANUFACTURED TO COMPLY WITH THE CURRENT EDITION CONFIG. DESIGN MISSILE 0S CO co <=1•- WIDTH HEIGHT PRESSURE IMPACT RATING SHEET REVISION SHEET DESCRIPTION > FLORIDA BUILDING CODE(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 1 - GENERAL NOTES&GLAZING DETAIL o. O X +55/-SO PSF LMI/SMI w • TAS 201-94 52" 73" / - z • TAS 202-94 2 - ELEVATION&ANCHOR LAYOUTS o. • TAS 203-94 REMARKS BY DATE • ASTM E330-02 3 VERTICAL SECTIONS • ASTM E18B6.OS 4 HORIZONTAL SECTIONS • ASTM E1995-06/09/12 • AAMA/WDMA/CSA 101/I,S.2/A440-0S S HORIZONTAL&VERTICAL SECTIONS,INSTALLATION NOTES& — REINFORCEMENT DETAILS 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,2X FRAMING,AND METAL FRAMING To.DOCUMENT IS Or Y.r1.•r O{NWIDWEo0P001 ANO SIM NUM'REPRODUCED IN WHOEEOrt PMT AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WRNOER"''"LOOSEN OFMDROING.OROP.mt. WITHSTANDING AND TRANSFERRING APPLIED PRODUCT iTMOVMN;A0OI00ETLT OI Krum 0DRPS.M MMIINOSIO IIIIS DONNA NT ME NDI 0.0001000 LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE TMAI O COC 00R CEAEIN W TIR 4 ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF p10Nely slgn:gpJ3t#A 66fpN///'''or���e��-rM,P.E. INSTALLATION. 43/64"O.A.LG.LAMINATED GLASS Reason I\11i.:•,•• ;:I-I.d(M{y�ent 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND CONSISTING OF: aleliB�, C.. 4 R'.0 0 1/8"ANNEALED GLASS �Q' n ��� ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE � 'P. i 7/32"STEEL SPACER \- i F' STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE s S RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF _ �— 3/32"ANNEALED GLASS 4. N. RECORD FOR THE PROJECT OF INSTALLATION. 0.090"SAFLEX PVB INTERLAYER BY EASTMAN CHEMICAL.COMPANY . 'O 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE 3/32"ANNEALED GLA55 $ OF GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR / �f1•:),1‘04z. 0�•OP k/ 2. A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION / % PIS \\ �( \ ��` A A LICENSED ENGINEER TO DEVIATE FROM EOR ARCHITECTREQUIREMENTS HALL PREPARE SITE DETAILED HEREIN, / 111 \ +'if''0 L -%`% EXTERIOR / % I•o \ INTERIOR ,/,.. 4RLtr8T0; SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN / NON-HVHZ AREAS.IN HVH2AREAS,ONETIME PRODUCT I ��� f1 I FLORIDAe.E.Noi7SNe APPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR I j 055s1 III 398 E.ilm DANIA BEAiCH BII "° AHJ. [II/Ii FYI \ M% 'Q'� F87E L4NT.OF AU1NN,Fl.33004 Na 2DS]M STEEL SPACER s--• 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED \ i�> I, / FL a: F L14911 ON THIS PRODUCT IN AREAS REQUIRING IMPACT I LI MIN.GLASS ^o RESISTANCE. 1/8"OR 3/32" II• BITE 7/16" SETTING BLOCK 6. WINDOW FRAME MATERIAL'PVC DOW 995 SEALANT DATE: 01.23.18 1 7, IN ACCORDANCE WITH THE CURRENT EDITION FOC,WOOD DWGHR CHKHFN I COMPONENTS SHALL HAVE BEEN PRESERVATIVE TREATED GLAZING DETAIL 1 OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN SCALE: NTS CHAPTER 23. NOTE: ffi ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH DWG.II: SWD050 y 8. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 SAFETY GLAZING REQUIREMENTS OUTLINED IN1. SHEET: GLASS CHARTS.SEE SHEET 1 FOR GLAZING DETAILS. CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. �j \_ OF OF 5,,/ ---- -Nsk (... Silver Line 1 byAndoslyi 1 MI MU . 4 . .... ONE SILVERLINE DRIVE NORTH BRUNSWICK,Ni 00502 PH:(800L234.4228 g L.; F._ MAX.OA FRAME Z DJ WIDTHS2" MAX.D.L.O. "F 2 F.Jet3 I E."3 2 0561.'..... ----WIDTH 47.69" LU...... ..) 0 IEL,1 3"MAX. 6.25"MAX. c. t*o z __._ ....._6"MAX. o z rx Zig 4 i D.C. FROM --..- I...-- I 40 FROM --*1 re-- CORNERS Lr, ,c Z5 i__— NOTE; ALL FASTENERS ABOVE > THE MEETING RAIL IN 41 THE INTERIOR JAMB . w 0. V MAX.i "0" TRACK MUST BE FLAT HEAD "17" MAX.D.L.O. 11011 D.C. REMARKS BY DATE HEIGHT 33.5V _ 12.50"MAX. ____ MAX.0.A FRAME O.C. ______ HEIGHT 73" t11 'tiii5 DOCUMENT 4 Ttit PtOPLItiVOi 601.4(31i9A,NC ...AN:G.5 NAlltli:NTHOiBiFiR ikoOt;;;Durl.:077,,..00,1:7E Omorl T.EP:I.: WITHOUT wnrrrtx CONSENT 0,OWIDIWI mon.Inc 0111111tui MAX.D.L.O. c;11 "X" 1 3"MAX. X" 6.25"MAX. HEIGHT 33.50" FROM - FROM CORNERS CORNERS Av - ,..lorfimmilimillIMMIIIIIINNI. ../__-./---..--.---,—..---- 4,. -0* • ;.0 e, Iop • zr ... 9 l'• . • ELEVATION ANCHOR LAYOUT ANCHOR LAYOUT 1..9c,\g, -toP'••• 41•:.:: . SINGLE HUNG WINDOW NAIL FIN-SINGLE HUNG WINDOW THROUGH FRAME-SINGLE HUNG WINDOW "e 0 It_ A ,/,,_ .,,kk‘ • '2 Rtmes ki ovit*!1.E. EI FLORIDA P. Na WM EI SWUM DROPS.HO 303 00.mrtEASErn.BLVD.I 330 . 1 FOPS CERT.OF AUTHORIZATION No.20578 FL II: M L., FL14911 ..t, DATE: 01.23.18 DWG.BY: CHK.BY: 1 HR HFN SCALE: NTS I DWG.tt SWDOSO 4 SHEET: I 2 0 F 5...,./ I" c A Silver Line a ; ling1 ONE SILVERLINE DRR/E rirl_ _ y Otter NORTHBRUNSWICR.NI ono .T I I A PH:18001230.4228 _ \ / 1 \ �u� L�4 2 w4 { �� :, , I �'' , Z N N c \ !f / \ 6! / a(7/I 2 O¢ i N, 1 i ti if laz 3 4 \ ll..1 0 “.. It SEE GLAZING SEE GLAZING o 2 N 2 Y " DETAIL,SHEET 1 C,'- s EIPAI DETAIL,SHEET 1 O o 0 la l W W J ill C7 i[' O y' CC rimto /! 'it 11 1 r w dl fj `I 11 alREMARKS BY DATE s ,;,,ION z j L.,II rO EXTERIOR I ll) INTERIOR g EXTERIOR 11 A INTERIOR '_ Tait(*Waal(Slat FADPERtt4F&Maid DROPS,RK. AN l• I. NM MI NOT ITE NVM E REPRODUCEDIOL4OI CART l llof i WITHOVI ALTEPATI0.45•ADD4EmOONS,NIGNUGMISENT Oi ING,GROWER • MABNNGS TOWS=UMW ARE NOTPERMNTRO AND INVALIDATE OUR CERTIFICATION. llilitttJJ Ap ill �4` • ! •.. 'fid y, 'I' a •L� - �+ GE. d ;1 O +. O 1s 3 J lr� J a.. .•�•1 . ci n. SEE GLAZING -El SEE GLAZING .'".,:i ', Tli i DETAIL,SHEET 2 DETAIL,SHEET 1 '^i 0 o t', JL 4.. y 'I' [I I '/ FLORIDA P. No 73778 (1 / \ RURDINO DROPS INCD m {(,,lls II �',•-- � 328 E. DIA A REACH DROPS, IA 1 fl .it..,rte I RPE CERT.a AUIHORRARON No.20578 I M i. _�I . FL#: FL14911 i DATE: 01.23.18 1 DWG. R cHKHFN SCALE: NTS �A1 VERTICAL SECTION VERTICAL SECTION DWG.#: SWQ050 NAIL FIN 3 THRU FRAME SHEET: 3 OF 51 ,r Silver Line a tvAnd1'*;l 1111 I ONE SILVERUNE DRIVE NORTH NOMMEN,NI 08902 PH:I80O123444228 U INTERIOR SECTION FOR z N N. BLOCK&SECTION FOR TACKLE SEE GLAZING SEE GLAZING CONSTANT FORCE z N o --- ^� DETAIL SHEET 1 BALANCERS "u3" &'¢i°-',0 1 d^" BALANCERS DETAIL SHEET 1 (r. a 3 at, 3 31 _; o (il {� \( H o C UI -'_' a 2 4v ),_lam 4P Oi' 1 .^„3 0 `o 'gym NI \._ -r _� ,...._....._......_...... _.,..,r„rr...rr.,,r....r.,,., .rrn. ,r..vx rr.,rrr,.r..,,r,,.r,,.rrr,,rru .r rrr.� �1I I f w 0 3 b M ..rrrvurrrrrrirvirrrrr..rr„rr..nrrrr.. Ul S = m m \ _/ } p 1 — EXTERIOR a ,3 Lli .. D.L.O. ”' F a REMARKS BY DATE ., MAX.FRAME WIDTH C HORIZONTAL SECTION 4 UPPER SASH AND VAIL n.• r. 9000 UVOUTWRIM F CONSENT O@IN INOLCORPNtt ALTONTIONs.00 CONSLNiGIGNGOINGDR0N5,MC ALTLNN110N5.A00RION4.HIGIINGIRING.OROINER SEE GLAZING SEE GLAZING MMRINGSTOTN7INVAF'000�HCUMEt fRn 0000 0MRTE0 ANO /DETAIL SHEET 1 INTERIOR DETAIL SHEET 1 ``01041!iffff�f ♦ . jiMINIMS ,�.. \"4 $ /50 1:41D �I' I .• s A -OF , EXTERIOR "I +(` I��' �+,"` •.. D.L.O. NL✓ 4�1,.4Ma 55ne BUILDING OROS,INC 348 E VM A BEADN BLVD, 338 -. MAX,FRAME WIDTH DSA BEAa Z ieP3 CERT.a AU2NOI82ADON Na 28878 FIR: (j HORIZONTAL SECTION FL14911 4 LOWER SASH DATE: 01.23.18 DWG. `"KHFN N SCALE: NTS DWG.#: SWDOSO f SHEET: t "tf OF 5 • LAI / SUBSTRATE 1/4 MAX. SUBSTRATE MIN.EMBEDMENT MIN. SHIM SPACE ©I�' BY OTHERS SUBSTRATEOTHERSiiVeCLane 8 EDGE DISTANCE BY OTHERS /r// rl BY OTHERS rNMderseri 8 INTERIOR g 4-111 SCREW IN THE INTERIOR i.'. �. / �/// CHANNEL NM. I�,� EDGE DISTANCE a IMIN. L++ ONE SILVERLINE DRIVE ��^ EMBEDMENT r,,,„,__ii1,11 !L v SCREW IN THE EXTERIOR w z ► NOR HBBUNSWIO(NI W902 ��/ �_ �rl� CHANNEL i I� ..—.. �A PH:(80004-4228 ��''— 1/4"MAX. PERIMETER SEALANT I �� u PERIMETER SEALANT -I �� SHIM SPACE O z� BY OTHERS BY OTHERS 1/4"MAX. y G 03 Q '4 SHIM SPACE In NI a¢a, 1 _1 EXTERIOR MIN. r F o x EXTERIOR INTERIOR o Ec m a 8 EXTERIOR INTERIOR ...-- EMBEDMENT Ea o ? 0 5 3 52 34 HORIZONTAL SECTION o z ;-2 z s a 1. cp VERTICAL SECTION ED HORIZONTAL SECTION O NAILFIN(HEAD) "w a � } THROUGH FRAME(HEAD) THROUGH FRAME(JAMB) Ef,Bd 0 a'z m$ > �Zm co o �� 1341MSPACE 1:, ';I REINFORCEMENT DETAILS o (ii SUBSTRATE\ N I -rl +0.34" a w BY OTHERS I s I ;I 0.87" 1 REMARKS aBINTERIOR ( -_ © + -. N 013Y DATE 0.83 1 7o �I ® _"41,1 0,77" 0.9„ ll INTERIOR 1 �I 0.46" W `���.. \�-4- ' EXTERIOR ' f`1 I 0.06" 0.87" m \� III 0,45" 2 �� EXTERIOR © Ilt T ', O LOCK ALUMINUMALUMINUMDLOCK ALUM NUMNG RAIL O ALUMINUMOM RAIL&SASH ,w�„ ,,,tAT NINE P ORMI F W OC OT ONS,0 N CONSENT DF B"HDW6 00011,RO AFTFMI110011500JR,IORE NOT DI NI OMNI ''' MAAA)HGf 10 1N11 WFUM[NIAPFNm DLAM111[4M'D MIN.EDGE NUMMI OUR CFRTINEAVON, DISTANCEANCHOR SCHEDULE ,Y5%111I1Ifio, O HORIZONTAL SECTION O VERTICAL SECTION MIN,EDGE 1 L .. o;''°, NAIL FIN(JAMB) MEETING STILE METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT DISTANCE `, .• �/� 48 WOOD SCREW v� ..• I . 1/ WOOD:MIN.SO°OSS PAN HEAD 75' 0.76' '�. -Q INSTALLATION NOTES: ti : e NAILING FIN 3 THREADS MIN 1 N, 7 METAL'18 GAUGE Sleet. 08 TEE SCREW PENETRATION BEYOND 0.50' ~ I '*-� 1 1. ONE(1)INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN. MIN.q=33X61 METAL 'o g q -.OF � 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE 410 PAN HEAD IN E%TPAN CHANNEL 5113'I MAXIMUM SIZE LISTED. 1.9' 0.75' dT ®'10P'.••• 4/ WOOD:MIN,SG°0,65 ,C� p 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2 INCH THE DEPICTED LOCATION&SPACING IN THE ANCHOR LAYOUT 410 FLAT HEAD IN THE 1 5' 0.75' '�,'/`jC� ("�`_G�`,` 8 DETAILS(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. INTERIOR CHANNEL It/ RL4tt}d'[ 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH,SHIM T2FM.00 P.E.No 73ne 3 THREADS MIN BUIL M CROPS,WC 410 PAN HEAD IN SSB E.DANIA BEACH BOD. 335 WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIMS)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. EXTERIOR CHANNEL PENETRATION BEYOND 050' DAWA BEACH,FL sToal METAL:18 GAUGE Stool METAL FM CERT.6 AUIHORRA11ON No.29578 5. FOR MASONRY OR CONCRETE OPENINGS,IX WOOD BUCK MAY BE USED(OPTIONAL AS LONG AS THE MINIMUM EMBEDMENT AND EDGE MIN.Fy°33X51 3THREADS MIN FL 11: 4IN ERIOHEADINTHE FL14911 DISTANCE REQUIREMENTS ARE STILL MET WRHIN THE CORRESPpNDING HOST SUBSTRATE.SEE GENERAL NOTE A3 ON SHEET 1 FOR MORE PENETRATION BEYOND 0.60' S INTERIOR CHANNEL METAL $ INFORMATION. THROUGH FRAME ' 3/16-11W TAPCON G. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND CONCRETE"Tc�aooasl FLAT HEAD IN INTERIOR 1.25' 1.75" DATE: 01.2.130.1.18m SIDING. CHANNEL 3116'ITWTAPCON DWG.BY: HEX HEAD IN EXTERIOR 1.25' 1.75' H R H F N 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT CHANNEL COATING. SCALE; NTS 3118'ITW TAP I B. 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'MASONRY;CMU per ASTM CHANNEL DWG.a:MASSW DO50 FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. COD MIN.2000 PSI 3116'RW TAPCON 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS HEX HEAD IN EXTERIOR 125' 1.76' SHEET: Jr 4 SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. CHANNEL 1.`J�J ` 10. FOR INSTALLATION ANCHORS ABOVE THE MEETING RAIL IN THE INTERIOR JAMB TRACK,USE FLAT HEAD ANCHORS. OF 5 / ril \ RECEIVED ••00111.1.1.°161.1.... OCT 8.8 2018 co Permtti ing Department isrolowu....1°.1111°.°1 St,Lucie County Z —/ , X6, \-1. A 4,..0. cc.. ill •p. WW1 1.1. 0, ....." , \-- . \ ..., , ---1 • 1 t.,) .,... kJ \ I --------- \ \ IA/ \ 01 \ lamo MEWED (4 '0 Co OCT 8.2018 riiiwow.............1 Permitting Department St Lucie county .....4 , IN4 \ ...el \ JO. \ t V \ 1 \ \ UP,s \ 0 • 1 t, it trU MMt 0.4. ..V* CP N...1 k,. , , ,.\ _... .r.„ \--1 , ! , 0,.... ,, ....,--- \ ,