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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 2 of 3 Product Approval Method Method I Option A Date Submitted 01/06/2017 Date Validated 01/07/2017 Date Pending FBC Approval Date Approved 01/09/2017 Date Revised 09/05/2017 Summa ry of Products FL# Model,Number or Name Description 1435.1 SH-200 Aluminum Single Hung Window(Std.Meeting Rail,Inc.Pass- Thru) Limits of Use Certification Agency Certificate Approved for use in HVHZ:No F1 14 RI9 C CAC CertificationB-SH200.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/16/2019 1 Design Pressure:N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R19 Il SH-200.bd pressure,size and anchorage information,The Pass-Thru Verified By: A.Lynn Miller,PE 58705 version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R1.9 AE SH-200 Evaluation.odf Created by Independent.Third Party: No 1435.2 ­SH__200 H D Aluminum Single Hung Window(with HD Meeting Rail) Limits of Use Certification Agency Certificate Approved for use In HVHZ.No FL1435 R.19 C CAC 190-1003CAR2.pd Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant".No 01/08/2020 Design Pressure.N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R19 11 SH-200HD.Dd pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent*rd Party. No Evaluation Reports r, FL1435 1119 AE SH-20OHD Evaluation.nd Created by Independent'Third Party: No 1435.3 SH-500 WinGuard Vinyl Single Hung ng Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL1435 R19 C CAC CertificatioriS-SH500-od Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/27/2018 , I Design Pressure,N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R19 11 SH-5 Oc.12df pressure,size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by lnclependent;Third Party: No Evaluation Reports FL1435 R19 AE SH-5001c Fvaluation.12df Created by Independent Third Party: No 1435.4 SH-800 WinGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R19 C CAC H-800 Certirication.ad Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/07/2017 i Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R19 11 SH-800C.Dd pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports I FL1435 1119 AE SH-806c Evaluation.gdf Created by Independent Third Party: No 1435.5 SH-5400 EnergyVue Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use In o FL1435 R19 C CAC SH-5400 Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/13/2018 1 Design Pressure. N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R19 11 SH-54Q0&k1_f pressure,size and anchorage Information. Verified By: A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports hqs://www.floridabuilding.org/pr/pr app dtl.asi)x?Daram=wGEVXO,wtDoqhCTTTTWPI') In11A1')n1'7 ' - ' - ' SEE TABLE I MAX.SUCKWIDTH 28" MAX.BUCK WIDTH SEE TABLE I MAX. SEE!TABLE 1 //8,SEE C.SEEF SHilT 3 7 / � SHEET3 y ' 17 SSr MAX. MAX.BUCK 01 MAX BUCK O.C. HEIGHT SEE 01 HEIGHT SEE MAXIBUCK TABLE I TABLE I HEIGHT SEE X x 10"MAX OC. 0 TABLE I T y 17 NO ANCHORS AT SILL NCJfORSATSILL ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, ELEVATION FOR TYP.FLANGE FRAME, EQUAL-LITE CONFIGURATION ELEVATION FOR TYP.EQUAL LEG FRAME, PROVIEW/ORIEL CONFIGURATION (SIMILAR ANCHQLR DIMENSIONS FOR OTHER CONFIGURATIONS) EQUAL-LITE CONFIGURATI (COTTAGE SIMILARI TABLE 1: Window Buck Siz Reint Design Prossu- Certification GENERALNO IES 5400 NON-IMPACT RESISTANT. Configuration VINYL SINGLE HUNG WINDOW Width Height Level psf (-)pal, (CAR)Number 40' 63" Equal-Ifte R4 60.0 70.0 190-1022 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE — SHAPES MAY BE USED BY REQUIREMENTS OF THE FLORIDA BUILDING CODE. 36' 62" Equal-Ifte INSCRIBING THE SHAPE IN 2)ALL WOOD BUCKS LESS THAN I-Itr THICK ARE TO BE CONSIDERED IX 36" 62' Std.ProView R4 50.0 50.0 190-1027 A BLOCK AND OBTAINING DESIGN PRESSURES FOR INSTALLATION&1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE I-1W THICK OR GREATER 67-9/16- Cq%om-Sash THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. I X AND 2X BUCKS(WHEN USED)SHALL 13E DESIGNED TO PROPERLY TRANSFER 52-1/8:� W Equal.!!�q� I--- i LOADS To THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE - )-190-1021 RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). z�1/8" 8,V eW R( 50.0 500 52-1/8' 91-13116* Custom Sash 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCOUSE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 52-118* 114" Equal-lite > ` � BUILDING CODE FOR CORROSION RESISTANCE. 1070 TECHNOLOGY DRIVE t� TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Anchor Substrate Min.Edge Min. Anchor Substrate Min.Edge Min. u Distance Embedment Distance Embedment #10 SMS P.T.Southern Pine(SG=0.55) 7116" 1 2-1/2x.131°Common Nail P.T.Southern Pine(SG=.55) 9116' 2-7/16' (steel,1"S.S. Steel,A36 3/8" 0.050" Max.DP of 50.0 or 410 S.S.) Steel Stud,A653 Gr.33 318" 0.0346"(20 Ga.) 2-1/2'x.131"Sting-shank Nail P.T.Southern Pine(SG=.55) 9116" 2-7/16' Max.DP of 50.0 Aluminum,6063-TS 3/8° 0.0713' 14 Ga.) 2-112"x.145 Roofing Nail P.T.Southern Pine(SG=.55) 9/16" 2-7/16" #12 SMS rtel outhern Pine(SG�.55) 9116" 1318" P.T.Southern Pine(SG=.55) 314" 13/8" (steel,18$S.S. Slee(,A36 318" 0.050" #10 SMS Aluminum,6063.75 3/8" 0.0713"(14 Ga.) Stud,A853 Gr.33 3/8 0.0348'(20 Ga.) (steel,18 0 S.S. or 410 S.S.) or 410 S.S.) Steel Stud,Gr.33 3/8' 0.0346"(20 Ga.) Aluminum,6063 TS 318" 0.0713" 14 Ga.) Steel,A36 318" 0.050• 3/16"Ultracon T.Sou SC�0.55) (steel) Concrete(min.285 k' 1" WINDOW SHAPES AS SHOWN BELOW OR Max.DP of 50. n ed CMU, 1-1/4" ANCHOR NOT SIMILAR,MAY BE USED BY INSCRIBING THE P.T.Southern Pine(SG=0.55) 1" 1318 GE-7700 OR SHAPE IN A BLOCK AND OBTAINING DESIGN t/IlfBCOn Concrete(min.2.85 ksi) 1" Isla" 1)'UNGROUTED CMU'VALUES MAY DOW-791 PRESSURES AND ANCHORAGE FOR THAT BLOCK i BE USED FOR GROUTED CMU SILICONE ! SIZE FROM THE TABLE ON SHEET 1. (steel) Ungmuted CMU,(ASTM C-90) 2-1/2" 1-114" APPLICATIONS. 1 —rl F�—�^{ �— Concrete(min.285 ksi) 2-1/2" 1-Y4" 1f2'NOM.GLASS WIDTH WIDTH O i 2 PANHEAD,FLATHEAD OR BITE TYP. P.T.Southern Pine 35 ksi)55) 1" 13/8 ) EXTERIOR T HEXHEAD ARE ACCEPTABLE. 1/a"Crate-Rex Concrete(min.3.35 ksi) 1" 1314" / (410 S.S.) Ungmuted CMU,(ASTM C-90) 2-112" 14/4" 3)ANCHOR LENGTH TO BE SO THAT Concrete min.3.35 ksi 2-1/2" 1314" A MIN.OF 3 THREADS EXTEND (�7 U 0' ( j (9 / i BEYOND THE METAL SUBSTRATE. w w 1/a"Aggretator / ` Concrete(min.3.275 ksi) 1-1/2" 1318" TYP.GLAZING DETAIL _ =w x w2 // c9 (I"S.S.) P.T.Southern Pine(SC--0.55) 3f 0.55) 1" 18' I yi w Un uted CMU, STM CAO T 14/4" RAOIUSTOP MCMTOP I (EQUAL{RE SHOVIIlJ (PROVIEW/ORIEL SHONTn I —�j 118"ANNEALED OR 3l4"NOM. —+{ 314'NOM. 7/8'NOM. 718-NOM. I 3/16'ANNEALED OR TEMPERED GLASS TE PERED GLASS 5/16"A/A PVB 5116"A/A PVB 1/2"AIR SPACE 3!8°AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE i 1/8"ANNEALED CR 3/16"ANNEALED OR 1/8"ANNEALED OR 3/16"ANNEALED OR TEMPERED GLASS • TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER PERSPACER SUPERSPACER SUPERSPACER OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL XL EDGE XL EDGE XL EDGE XL EDGE GLAZING TYPES s — — -- 1 TABLE 4:REINFORCEMENT TYPES t� Reinforcement REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C - { Upper Lite Lower Lite ;t Laval Bottom Bottom Sideo - Rail Top Rail Rail Rails ` VINYL SH WINDOW FPA(NON-IMPACT) 0 12/13/14 R3 B A A A o GLASS/ANCHOR OPTIONS Vim' J ROSOWSKI �.( C+ R2 C A A A ® ` CERT.OF AUTH.#29298 s` c8 Vit:,:........ 1070 TECHNOLOGY DRIVE ) N.VENICE,FL 34275 PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) (941)-480-1600 N SH-5400 NTS F 2 OF 4 g i FPA-5400.0 2 z A LYNN E.#58705 F E ' P t 1 --- •-- EDGE DISTANCE SHOWN T INSTALLED / THROUGHIX BUCKSTRIP EMBEDMENT SHOWN SHOWN FLANGE INSTALLED INSTALLED FRAME DIRECTLY TO THROUGHIX EMBEDMENT 1 SHOWN ('�---^,~� EMBEDMENT - ----.-{ SUBSTRATE SUCKS RIP EDGE EDGE '— DISTANCE ? DISTANCE D { L1 t EDGE OPT.SASH TOPI I n DISTANCE LIFT RAIL EXTERIOR S S � ! FLANGE ELEG FRAME --• BUCK WIDTH --- FRAME p SHOWN ' i HORIZONTAL SECTION A-ABUCK SHOWN HEIGHT a a t ' nC�a INSTALLATION NOTES: l 1)SEE SHEET I FOR SPACING REQUIREMENTS. EXTERIOR IILJJJ 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. i 3)MAX.SHIM THICKNESS TO BE I'l. 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES IONLY AND MAY DIFFER TO MEET DESIGN OPT.SASH I! �� REQUIREMENTS. FLANGE _ BOTTOM LIFT - 5)FIN ANDIOR FLANGE MAY BE REMOVED TO CREATE i n HANDLEILOCK SN WN I OTHER FRAME TYPES. EQUAL IIJj ! LEG_ .-__.--- - -------.._. ._ ------.: - - __ -. ... __ EXTERIOR '--'-- - -. ---- - - FRAME ---- -- - - INSTALLATION THROUGH '�j�^/L� .. j SHOWN THE FRAME,INTO METAL "" •, i NO ANCHORS ., �• l REQUIRED IN FLANGE OR " VINYL SH WINDOW FPA(NON-IMPACT) g 12!13114 � ' :i FRAME SILLS "FLANGE&EQUAL-LEGIBOX FRAMES oa J ROSOWSKI 6 C1115 VERTICAL SECTION S-S CERT.OFAIITH.N28296 n N� - ~? ., ' 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 a r ao A LYNN MILLER,P.E. (941)-480-1600 " SH-5400 H NTS 30F4 v= Fz I P EJ1 saros t a r._onda Building Cade Online Page 1 of 3 i, F2,1777 r r 16 I• � ,#�4�,ry d` :� fi trt I v ,��_,;�., �.).).L,y f Ir-��� ., � t ' , SCIS Home Log In User Registration Hot Topics j Submit Surcharge Stats&Facts Publications FBc Staff BCIS Site Map Links Search r Pradoct Approval P. Public User Prod i A_gpraval Pteuu>Product or Agalica ion n;h>A tic s >Application Detail i -' FL#i FL389-R8 Application Type Revision Codd Version 2014 Applicatlon Status Approved Comments Archived ii I i Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 j (561)209-8263 ( bfeeley@easternmetal.com I Auth riled Signature Bill Feeley trodriguez@easternmetal.com Tech ical Representative Addr ss/Phone/Email )• Qual ty'Assurance Representative i Addr ss/Phone/Email i Cate or �' Shutters Subc tegory Aaordion Com liance Method E al0ation/Rep/ort from a Florida Registered Architect or a Licensed Florida Professional Engineer f Evaluation Report-Hardcopy Received ; Flor, a!Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the aluation Report Flori a',License PE-44167 J Quail 'SAssurance Entity National Accreditation and Management Institute Quali yiAssurance Contract Expiration Date 12/31/2017 v Valid ted By John W.Knezevich,PE i Validation Checklist-Hardcopy Received i i Certi icate of Independence fL389 RS COI K\ ACCORDION CI NONhiVH2.pdf tl Refei aqcecl Standard and Year(of Standard) Standard e rI ASTM E-1886 2005 ASTM E-1996 2005 i ASTM E-330 2002! TAS 201,202,203 ,1 19941 Equi alence of Product Standards Cert,leil By . t I Secti ns from the Cade https:iiwww.florid b'uilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv;YYHH2vJvx... 11/1/2016 GENERAL NOTES- 1.BERTHA N.Y.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(PE.O.)HAS BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUTUDRND OWE TKs ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. TABLE �• ^T- CONTENTS�-1� T DESIGN WIND LOADS SHALL BE DLTERMWED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPED R£pUIRM DY THE JURL4 C WN WHERE SHUTTR WILL t Atm+E O LUNY T EN 7 S BE INSTALLED WITH A DIRECTIONAUIY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15,19&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASD.DESIGN WIND LOADS AIWA.t: HV_$E-Ani$M BY MfUDIPLYING THEIR BY 0.6 IN ORDERM COMPARE THESE W/MAX.(ASA)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL TITHES SHEET t IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.EO..AS TESTED.WERE NOT O M STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR MIND-LOADS WAS ba USED INTHBR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS HOWEVER,A WIND DURATION FACTOR CDA/.60 WAS USED FOR VERFICJLRON OF FASTENERS W WOW. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SSSIEY'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE A9 PER TYPICAL SHUTTER ASSEMBLY 38--44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BADE&WINDOW DETAIL TN _- BfADE.0 (0214.01-03./0715.01-03./1004.01-OS.01214.01-05.f0317.02-06.)0609.01-10 AND 10210.01-11 AS_PER.TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E�-1886 -- AREA. • HV S ADE(1)AND W WINDOW BLADE PNET E-1996 STANDARDS(MEW LEVEL.D.WIND ZONES 1.2&3)&11220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE WQE-APPLJC" -HV WINDOW BLADE 0 fOW01-08 AS PER ASTM E-1886 AND E-1996(MIS31E LEVE.0,M1ND ZONES 1,2,3)BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PR0IOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DEVILS A-F.CONCREIVIROCK SHEET 6 2.HV BLADED AND W WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER LARDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 - INSTALLATION DETAILS G-M.CONCRE(EALOCK SHEET 7 CENTFRMATE DETAILS M7 SHEET 8 J.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x2.75'AND 114x1.75'RESPECTNELY,410-HT MINIMUM SERIES CEdTERMATE ALTERNATING DETAILS FIV SHEET 9 STAINLESS STEERS SCREWS WITH 135.0 k d VELD STRENGTH AND 180 kat TENSILE 51RENGTL PISS SMILE BE CDAYM WITH BERTHA EN DACROSHIEUT COATING SYSTEM AS MANUFACTURED BY APPROVED CDA7'WG APPLICATORS,REGISTERED WRH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE IN MARKING ON THEIR HEAD. END CONNECTION DETAILS 1-6,CONQ{ETEfBWCK SHEET 10 4.ALL ALUMINUM EXR{USIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063•-T6 ALLOY 6 30.0 tai AND 35.7 WA FOR WAXI IUM SPAN TABLES SHEET 11 6005-75 AUDY. ANCHOR SCHEDULE- CONCRETE A BLOCK SHEET 12 5.ALL SCREWS TO BE SrAe&E55 STEEL 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON STEL AS PER DIN SOOTS WITH SO kat MIN.YIELD STRENGTH AND 90 Tat MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHWA.COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET t4 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AM 304 OR 316 SERIES STAINLESS STEEL WTM 35 k4 MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET TS 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:IAA BLADE 0: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 INSTALLATION DETAILS S-X.WOOD SHEET 17 W BLADE 0& WORKING IN UN60N: 12.13&15 END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 -8.THIS ISMINA KV.ACCORDION SHUTTER BMW BEARS A US.PATENT 16'7/9$82_COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 15'458,179 ISSUED TO EASTERN METAL SUPPLY.LNG AREA 3* hV WINDOW BLADE IAA ONLY 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SFAL/CAUUL ALL SHUTTER COMPONENT'EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RNN INTRU30N, TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TE'NANr,OR OTHIDIS.MUST PROPERLY CLOSE ALL W AND NO AREA 4* HV WINDOW BLADE C1�ONLY CENTERVATES AND ENGAGE OR LOOK ALL W AND HD LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VGBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE,ONE LABEL SHALL BE INSTALLATION DETAILS.METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING To COMPLY WTH SECTION 1710.6.2 OF THE FLORIDA BUILDING CODE 12.BERTH H.V ACCORDION SHUTTER SYSTEM'S MSTM.LATION SHALL COMPLY WITH SPECS INDICATED W T185 DRAWING PWS ANY BULDtNG AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC 40 DOES HOT PROVIDE INFORMATION FOR A SIZE SPECIFIC PROJECT:i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P_E.D. (6)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION 99111DING LIFE SAFETY OF THIS PRODUCT.HASID ON THIS P.E.D„PROMDE13 HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPON3BIITY. THIS PERMITS IN THE STATE OF FLORIDA (c)THIS RED.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGWFER OF RECORD(EOAj FOR THE PROJECT AND WHO WILL HE RESPONSIBLE RIR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER M THE P.EO.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. FL ILpp11 BUILD Y (e}ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED B. rLDNDA BUILDING CODE(HITT High Velocity Hurricane Zone __ - ___ -.. __SSSS -------- ----- '-- ell TNG ` P� a.1/`� GI 2015 EASTERNMETPi.SUPPLY Accordion Shutter System TLE C 0 INc. A.S.S.Am IAV.MADE#1 W/OR W/O FLK WNWW F7.ADE ' �l'r.` TLWT TESTING ENGINEERING CpMPANY American Shutter Systems DLxM ON HATE DRAWN Br. ML �; � .>F Association. Inc. 1 AID 1T-192 4/1316 OAT$ 4/13/15 OF. e33a 1Lw.3e5,.R.St.301 VCRGM GNMEM FLGRDA 331 $0.tt'. 4268 Westroods Drive 2 'gip - `� (s05)871-1530.F. (305)671-1531 DRAWING No 'Ahs/��1{( �Cl��� w�TERo Ameu7rlgr. West Palm Beach, FL 33407 3 4 15085 YNY!!N L HAA% FLORIDA L'e.1 44167 5 SHEET P.E. SEALjS��I�MEJDATE 6. OF 8 3Y P7 WH=MME® VARIES 'g 9. 1918• 1.491' {1S'' ,� � g Mor. ',� 1200• .09 ■ 4. 4.999' O1 HV SOLID BLADE � '37' � OS HV 90'f 180' STARTER 3OHV UNIVERSAL FLOATER COVERED UNDER US PATENT# 5458179 QUALIFIED OR USE W/ QUALIFIED FOR USE W/ HV BLADE tD O4 HV DIRECT MOUNT HV BLADE HV WINDOW BLADE* 6005-TS ALLOY AND TEMPER _ QUALIFIED FOR UiSE W/ HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 6063-T6 ALLO A 1 TEMPER ' 6063-T6 ALLOY AND TEMPER 1.500• .124' .085" (TYp.) 3.556• _ _ ..___.- _ _ i. 0' 2.670' _ m _ _ .670' 2226• - - -- R 642 'o . lain T - w ?7r. HV-ADJ. ADAPTER W/UP o 4'438' , 1.375' 0.072" 3.26' 0.07^ QUALIFIED FOR USE'W/ W ®}JV WALK-OVER TRACK '920 ©HY J. FLOOR TRACK j 1= eLADEQ QUALIFIED FOR USE W/ HV IN TRENCH TRACK • „�- 6o63-T6 D•TfMPE QUALIFIED FOR USE W/HV /BLADE 1 QUALIFIED FOR USE W HV BLADE o1 6063-T6 ALLOY D TEMPER BLADE(D ONLY. 1� HV RAINGUARD 6063-T6 ALLOY AND TEMPER 1A111 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U�E W/HV 1936" ,' 1st ' BLADE 1 1.917, M.. VARIES 1936' 6063-T6 ALLOY A D TEMPER 083' 083• .063' c •083• W529' .100 . .12 .060' �. .080' .093' .093670 1.666" p. 670 11 HV CEIUNG.HEADER Q HV HEADER/SILL �CEIUNG HEADrl)/ttt1 70 ' QMFIEO FOR USE W/ HV BLADE 1 ONLY. QUALIFIED FOR USE W/ HV BLADE D LY _ 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE 1 - t4 HD WALL HEADER/SILL SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER /� SEE SECTIONS FOR VALIDITY. O O QUALIFIED FOR USE W%HV 6063-T6 ALLOY AND TEMPER BLADE 9 ONLY. 6063-T6 ALLOY AND TEMPER COMPON99 A B I T1 I T2 % Y t X YANt 2' 1 2' 0.125" Q 2' 5"MAX. 1/8" 1/8' 3" 3' 0.090" IB 2' 5'MIX. D.192" 0.192' 1� SIDE ANGLES LEI QUALIFIED FOR USE W/HV ALUMINUM ANGLES 2.5• 7'MAX 0.190• 0.190• U -CORNER POSTS UALIFIED FOR USE W/ HV BLADE Qt QUALIFIED FO USE W/HV BLADE 01 6063-T6 ALLOY AND TEMPER BLADE 81 ONLY. ® 6063-T6 ALLOY AND TEMPER Y 5'MAX 0.139' 0.131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone - ®2o15-EIs1FRN-METAL-spPPlv.-INc----- ""' BERTHA HVTM P: ENSF' z S S A Accordion Shutter System A 1 L ECO N c. Ili AKv F1 #1 W/CR W10 Hv wrmx aADE American Shutter Systems TILLIT TESTING � ENGINEERING COMPANY °Qop�°M °'ME WJWN Of.- M.L STATE OF ;''` 11353 KW.36N St.Ste.3113.W=e 6M�ot9.FLo 331 AssOClatiOn. IAC. 1 OLD 11-192 5/13/15 a0e 4/13/15 Pham (305)871-1530.Pmt:(305)S71-153I 4268 Westroads Drive 2 :�Of •.fCOR10 ��`� ■-mei:tate000-1- West Palm Beach, FL 33407 3 DRAWING No 15-085 F`sSl Al. .` WALTFA A. P.E. f SHEET P.E. FLORIDA uG a{4,67 5 6 2 OF 20 CRETE ANCHORS PoURED OGNFRETE POURED CSE SCHmOR CONCRETE BLACK UIE ON REQUIRED 1/4'0-20%3/4•S.S CONCRETE pEQU1RED CONCRETE ANCHORS MKIYNE SL7✓fWS REQUIRED FOR (SEE SCHEDULE ON / CONCRETE ANCHORS 17 18 ala:(SFE MDUNING®oN SHEEY 7) SHEET 13) NUTS O 12'O.C. (SEE SCHEDULE ON SHEET 13) 1' 1' __ O 1Gn• 1/4"4-20%3 4'S.S. X. __ Q MACHINE SCREWS _ USING I/4'-20 NUTS t/ O 12'O.C. -. E 0! - - /2. Max. __ ---@3 d1 5 _ _ OO OO l_ -iEll D's 250• I I .250'MI I Mox. i E II Wc D• l '. OPTIONAL I I I I I -OPf1ONAL mED1waoN .r ON s� • MN.SEPARATION TO GLASS 1 I-Ia X19 w LAS 1 --COR I p0511NG�-(SEE SCHEDULE ON SHEET 11) o0snnc ; m•m ERN.SEPARATION TO GLASS 1 C '`(SEE SCHEDULE ON SHEET 11) E70.SfING ' H QA HV WALL HEADER INSTAIIATION ©HV WALL HEADER INSTALLATION BQ HV WALL HEADER INSTALLATION + KEYSTONE EasnNc ' MN. ED SEPARATION To GLASS GLAss— mu�m • I �—(SEE SCHULE OH SHEET 11) ' TO O� 1 ! 1 ® I WIN.SEPARATION TO GLASS 1 1 1 FJ MASS L 1t FOR%TACE — lh (SEE SCHEDULE ON SHEEP 11)- aN 9kE7 la Nt tM iT-- MADM(D t® E7aSTING f OPTIONAL D.•-- I I 1/4• Il ll E Il� ill I I 1/4'14a%. O ON 1t) OPTIONAL 13 E D.'x a,-/- / EQ3 OR12 __ _ 1/4'0-20x3/4'S.S. MITI.PHIwPS TRUSS HEAD 1/4'HW-zax3/4'ss PHIwPS MACHINE SCREWS USINGCONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS ANCHORS 1' 1/4'-20 NUTS O 12'O.C. (SEE SCHEDULE ON w/1/4'-20 NUTS O 12'O.C. ED CONCRETE (SEE SCHEDULE ON SH 13) Lin. POONSHEET 13) BLOCK CONCRETE BLOCK j CRETE ANCHORS REQUIRED w REQUIRED OD (SEE SCHEDULE ON O HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION SECTIONS-NOTE Fog cm N OF INSTALLATION DETAILS W/ 1-SEE SHEET 4 TYPICAL SHIlTTFft E D. EDGE DISTANCE ASSEMBLY ♦ SEE LIYLTATIONS OF USE FOR 2-MOUNTING SECTIONS COMBINED ( � �� ON`'HST 13) BLADE IO ON SHEETS H V B LA D E IN ANY WAY TO SUR ANY INSi 11111TH„ FLOW BUILDING CODE Non High Velocity Hurricane Zone ®2015 Insmw-METAL SUPPLY.INC. BERTHA HVTm *: 1 CONA SSA Accordion Shutter SystemLE KV, &AM#1 W1 OR W/O KV.WINDON MADE if /.� _ American Shutter Systems OEscwPnax DAZE DRAWN BY, M.L. ! - TILLIT TESTING k ENGINEERING COMPANY SAT DF .� Association, Inc. 1 OLD 11-192 4 13/15 OPE 4/13/15 9'• :�, axis N.W.xi n s, s*<30a,wGm GIAOm i1.oROA all PM":(305)871-1530.Fa.:(305)mt-1531 4268 Westroads Drive 2 DRAWING No ...... ED-0006719••'Cj\ �� I:fill-Ooal.com West Palm Beach. FL 33407 3 15-085 �'AAiA 70NALLE�1,'01" WALTER TIUITIJr.P.E. 4 P.E. SEALJSI��N ZRE/DATE FLORIDA U..g 44167 a SHEET OF 20 4.5 4.660' 0' 1/4'-tat 1 4•-20 GEST 93' .745• 0 LS 5S.� PMff 1/ WT p�O• t}7� (7 TTP.) HOUSNO EN&MM ROUSM "`Y $ • 4-'@'• m ry• S `� "110 PA9am o .� o TIPoI .062• N 's 10108. 1.325' ,318 • m OPASS COA061 SSS CnIMIER '"! • n - NKOS AiiD)(OfiQff (C1L101E PLATED) 21 NV CENTERMATE - ® HV LOCK HV EGRESS LOCA QUALIFIED FOR USE W/ HV BLADED& 1@ ONLY AOFt s' e•o. 3. 325 e7' QUALIFIED FOR USE W/ HV ®QUALIFIED FOR USE C HV 6063-T6 ALLOY AND TEMPER QU ED 6063-T6 ALLOY AND TEMPER & ONLY BLADE 01 & ®ONLY. BLADE 1Q&®ONLY- - - -- - - - - - --— -- -- _- - - - - '90,IFIED FOR USE W/ HV BLADE 1 ONLY -- - - 50'O.D. - 2gl.7�W" 922' 874' 6063-T6 ALLOY AND TEMPER PUISDC HEAD 18• 04- SCREW - 2.079' 1.753' n •AFTER B 51 SEFRNEnNG 114e-.09--20 x 3/4' OTTE RrvEnNc yi( S.S. THUMBSCREW 1-470-20 RIVNUT* III N *SDLES 9444 AWLLINIM(2324-173 ALLOV)LARGE FIJgM THIN Z � � z750• I SHEET NUISaif•PART/0827.AS WNUFAL7W2E0 8f AYOEL ' CILFRY TMOM P&RSPPEN,NLV.VW 07054 OR ECU41- © LOCKER FOR 'T' LOCK CENTERMATE ®QUALIFIED FOR USE W/W BLADE 1 ONLY ® Hy FEMALE "T' LOCK CENTERMATE ® HV 'T' LOCK ® HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ W BLADE tOONLY QUALIFIED FOR USE W/ HV BLADE(1)ONLY W/HV BLADE 0 ONLY. BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER- 1.917 7' • I 3.181 - � B O6J' THUMBDAIN • CYUNOER OR .214' 2' KEY CYLINDER b .s1s• - Q (.675•Min. O o ® m .40 000 1 -125'Ma: QUALIFIED FOR USE W/ W BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE 1 & O 6063-T6 ALLOY AND TEMPER ® HD ,S INSERT VALES, 12'MIN. r 6063-T6 ALLOY AND TEMPER 1 tR 3 QUALIFIED FOR USE W/ HV BLADEO& /4'�20 S.S.3 $ ARiAI ,-te 437510 fi063-T6 ALLOY AND TEMPER RN (� 1t1—/2S f' �1 B0 OR KEY LIS .-IIIL—(J••■g�L'I I Min CYLINDER ® LOCKING RODA * 1.7a'M0u QUALIFIED FOR USE W/ HV BLADEQ t/40 ® HD LOCK HV 1 4 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. � fi063-T6 ALLOY AND TEMPER 6 IiV 3/8'0-16 ACETAL _ Q p5 INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS EoIES QUALIFIED FOR THU WBHVRBLADE 1Q QUALIFIED FOR USE W/HV BLADE 10& D11 ILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F \ T/ V BLADE Q / FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone IQ //,� 2015 TERN META.SUPPLY,INC. FR G�SF ✓,p O EASBERT A H TM 1 L E C O N A.S.S■A. Accordion Shutter System American Shutter Systems H V 9ADE#1 W/OR W/0 HV.WINDON RADE E� ••4+� TIWT TESTING & ENgNEERING COMPANY DESCNPRDH BATE DRAM71elf- M.L.Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 6153 Kw.3M SL.St.303.S1RCa1N GIREINS.RORM\331 Phone:(WS)871-1530.I-:(305)611-1531 4268 Westroads Drive 2 DRAWING No '�!�,,F�cS •••••�tLC�`��.`� e- m� o79Loom West Palm Beach, FL 33407 s -00057 1CMA1WALTER\7\ wH1A nwr Jr.PX4 15-085 P.E. SEAL/SIGNATURE/DATE rLORDA ue't 4416 s SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV Q HV 41 3/e-o 12'MIN. CE f. HV BLADE 1 4 TO BLADE P .1875'1 -25' 4. HV WINDOW BLADE .0825' A625 .0625'BLADE 1A v LONC RECESSED NYLON BUSHING SL DE'S y .1875' Yon KNUCKLESHORT RECESSED NYLON BUSHING � �Zi �) O.D 5'NYLON HAT WASHER (DOR® PORt.�WHEEL CARRIAGE AISI302-303 SERIES I ° 4so'- X 0'x3/16'THICK NYLON WHEEL2 MN. HV WINDOW 8'4 AISI 302 SERIES S.S. RNETS 315'0 . 03.3/4'ACCORDION PIN W/ g8 HEAD * �4�+-? S ADE .7500* BETWEEN .0625, os2s' 3EXTERIORI OPENINGS t 53/� iFm Y-Y 3/4'ACCORDION PIN W/ 8 HEAD * 4 ^5POLYCARBONATE IMPACT RESISTANT HV WINDOW 21 • BCLEAR 3 T s pp POLYCARBONATE HY WINDOW DETAILICAL HV WINDOW BLADE D n LOOR QOR ® ® or ®3 N.T.S. (SEE NOTE FORIREOUDiEMENTs) I P9LYCARBONATE IMPACT RESISTANT HV WINDOW I i BAYER MAKROLON 3103 POLYCARBONATE * RESINS, UV-STABILIZED GRADE OR SABIC PIN !EQUIREMENTS AT EXTERIOR BLADE KNUCKLF FOR 3e I 1ioMBiuE bE INNOVATIVE PLASTIC LEXAN 103 RESIN Hy(14 � F ( i i Q OR i (SEE NOTE 'F- ON SHEET 19). . o � (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR ® �� I BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR I POLYCARBONATE SOURCES FOR HV ® BLADE. TYPICAL SHUTTER ASSEMBLY EXTERIOR w1AlcMe FEVA3 N.T.S / r�A'NPUM SN1MIm HV PIN®OR� 8Ei9mt[ e�.a'�/m (2) HV PIN ® MAY BE USED IN LIEU OF ®AND ONLY AT EXTE EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1a) 00.324• BLADE'S KNU BLADE WHEN CORRESPONDING TO INSTALLATION "Il", SHEET 7. 3 (�NOTE * SFEm ORNM �1 DM M043 M/In ow IbM ' REQUIREMEwacliwm- TERMI:,nOn.=snmm �0� 9. D w•. QX*p..f.FLExIA87.AIENON Al T9LD ASN D790 iZ=Pal. 15400 pa (3) HV PIN USED W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 f l Af)ORAL M pAus ATM°790 34g0Do w+ atom pal SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 'a� � I Ili aleecc SHEET ® I I I Folcav — ASN Dae 1e n-c/m 17 F7-e/m WHEEL CARRIAGE DETAIL WOKE 0°9" AAM DSe43 os s a x I N.T ASSEMBLY LAA AYOUT E OF daec sAVM D5n o-1 aw o-1 a.1m N.S:S. SELF fam1011 ASN.DI VA 1040 T 980 T IffA4F>3>!lQ ASAI 0155 TENSILE SIFFNRN AFTER AAM 838 0.103 Pal. eel°pal n HV BLADE SOLID & (A HV WINDOW BLADE DETAILS 7O�LE�BEFORE TZMERNO AMM MI P.1 ecce PLL N.T.S. FLORIDA BUILDING CODE Non High Velocity Hurricane Zane `ol'itR A.1/"lA" ®2015 EASTERN METAL.SUPPLY•INC. '\�'P'4icEN''�' 13 ER HA HVTM a TIL ECO-in.. A,S,S,A. Accordion Shutter System H.V.BLADE#1 W/OR W/O H.V.WNDOW HALE American Shutter Systems r_ 01seaFVOK DATE DRAWN Br ul TILUT TESTING k ENGINEERING COMPANY O•, �rATEOF '*a I5„,W.36, A,A,,381,,,,:Spa„r�n�,FLDRtD,331, 31 Association. Inc. 1 OLD 11-1 2. 4/13/15 DATE: 4/13/15 Pt—:(305)071-1530.r-:(305)871-1531 4268 Westroods Drive 2 F�;. ORIDa `tt mal tib-Owl— West Palm Beech, FL 33407 3 DRAWING No S�•••.......••`\\�.� EB-°006719 15-085 0 ENG 1�.� WALTER A.RUlT 3r.PZ 4 P.E. � /61b �11RE/DATE FLORVA U`f 4s167 5 SHEET 6 4 OF 20 LOCKS AND CENTERuerEs• • ®•®a®.®•+® 1.MANDATORY ite ONE W LOCK I&or®SHALL BE USED AT 1/2 OF-SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105:AND FOR 1NSf TIONS,�T ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACH--1A` OR C9 CQ4fERMAIES N'/(2) 1/40-20 x 1/2'LONG FLAT HEAD S.S.N.S LOCATION OF LOCK SHALL BE AS INDICATED ON ral") TYPICAL SHUTTERON. 2. 'IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HVLOCKS OY EIE USED AS AN INSIDE OR OUTSIDE LACK CONNECTION OF LOCKS TOtl LUL O LLOCISS SNON NOTEHALLEtE AS INDICATED)ONNTTYPICAL SHUTTER ELEVATION. 3. X*IDITIONI NO T� 49"or-11 °'® BE USED IF DESIRED TO ENHANCE SHUTTIER PERFO 0 Hy IDQM SMO ARE N LOCKINGI RODS RED T05 OR AN ALTERNATIVE BDEVIUT CEYMAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY COMRION i2 ONE HV LOCK® ®SHALL LL USED AT CORNER UTSIER R I FOR ANY SPAN AND INSTALLATIONS ATANY ELEVATION.HV LACK�or®SIVJ1 BE 11SED AS AN OU751DE OR BISIDE LOCK, ATTACHED TO CORNER CEN(FRMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HEM S.S.MLS TWO LOCKING RODS AT TOP&BO OM SHALL.BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12°3.1b25 9 S.g_ �4 ONE ALTERNATE W LOCK MAY BE IN LIEU OF HV LOCK or FOR ANY SPAN.AND INST DAT ANY ELEVATION.AL NATE LOCK®MAY BE USED As AN SIDE OR OUTSIDE LOCK.ATrACHMEMnOF 1/4'0-20x3/4'S.S.THUMBSCREW TO®OR®CENIER►IATES SHAL BE MADE W/1/4.0-20x3/4•ALUM. D�s RNNUT ASSECTION HVE SHEET 8. ONE LOCK SHALL.BE USED AT 1/2 OF SHUTTER SPAN OR TWO t tag �_ LOCKS AT 1/3 OF SHunER SPAN. 8. MANDATORY CONDITION a Fi]R IOxTrwc LKILINTM DNSf IATNYJ_o ONE HV LOCK®or®or®SNW1 BE USED AT 1/2 OF SHUTTER SPANFOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO W.AND FOR INSTALLATIONS AT ANY'ELEVATION. W LOCK®or @ or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED m 0 or®SYMMETRICAL CFNIELMATES W/(2) 1/4-20 x 1/2'LONG FLAT HEAD S.S. SEE END U.S. LOCATION OF LOCK SFW1 BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/0 OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. SHEETS ON D F E H I J K L tl P 0 V " X SHEETS 10 h HEIGHT. FULL D *NOTES ON HV "T" LOCKS AND CENTERMATES• OF CORNER I. © ® O`O O O`® CFNTERMATE ALLADO AALTERNATE T�PNY FIEVATION C. I=0BE L1El)IN USED AS AN INSIDE OR 0 DE LOCK ATTACFiMEM a ox6 7 -8 «10 I OF LOCK g INCLUDES USING REINFORCING LOCKER ,AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST BE 10+®5 ©•®a©.©aW CONNECTED TO CENTERMATES®AND®W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/810 x 3/32' ©`O•©�©`O`®� WINGNUT OR W/1/4.0-200'SS.M.S. INTO A 1/4'0x 5/8"RIVNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. *NOTES QN HD LOCKS & CEN ERMATES: TYPICAL n HV BLADE SHUTTER ELEVATION 1CEMTERUMEs 'ONE ALTERNATE HD LocKQ MAYBE USED IN uEu of HV LOCKS OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION_ALTERNATE M LOCK 0 MAY BE USED N_T.S. AS AN INSIDE OR OUrSI1)j I=.ATTACHMENT OF HO LOCK(a TO IS W/3#8 x 3/8'F.H.SS.MS.•AND INCLUDES REINFORCEwfafr INSERT(fit A5 SHOWN ON SECTIONS HOB-Hve,AND Dc-HYC,smu f0.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BE1DW OR ABOVE MIDSPAN.USE OF LOCKING RODS®IS COMPLETELY OPnONAL A On High elocityurricane one A• B 2015 EASTERN METAL sUPPLY,INC. �� ........... r�,, BERTHA HV �EcO A■S■S■A■ Accordion Shutter System RV.LiADE#1 W/OR W/0 H.V. WIWN MADE American ShtatfoP Systems DESCOMON DATE DPAWN Bn MJ- TIWT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4/73/15 DATE: 4/13/15 STATE OF :�Q+ ssas x.w.3arn,s..sT..aw.HPaw wmExss.ft1xmA 331 - a (hone:(305)871-1530.Fox:(705)SN-1R7 4268 Westroods Drive s DRAONG No �`: � ' 9� West Palm Beach, FL 33407 s �AJJJrS,,o......��Y 15-085 NAL .. wN.TER A TiLLIT Jr.PE s P.E. SEALf�iBklilURE/DATE FL OA LI`r 4`'� e S=HEET0 SCHEDULE ill SCHEDULE 1@2 SCHEDULE-0 MAXIMUM SHUTTER SPAN* "L+' OR "L-" MAXIMUM SHUTTER SPAN* 'L+" XIc (ft.). FOR INSTALLATIONS W/ OR 1-' ft. FOR IMUM SHUTTER SPAN L+' INSTALLATION N ATION EG NO "NOTES: CENTERMATES ® &®or or ( ) R L-- (ft.) INSTALLATIONS ��aa INSTALLATIONS W, W CONCRETE& 1 D ONE H.V. LOCK ® or®or�or ® MANSORY WOOD (POSITTNE AS.IDMUDESIIGGN PRESSURE'RAT01NC GIVFIN do W/ONE HV LOCKS HD LOCK ®W/-NO LOCKING RODS or ONE HV LOCK or or- L-; MAX.ALLOWABLE SPM! FOR A GIVEN NEGATIVE CENTERMATES®&®W/ONE HV Y w/ NO LOCKING RODS® OR W/ NO LOCKING WALL A, B, C. D, E, M, N, 0, P. 0, A.S.D. DESIGN PRESSURE RATING. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t.tt) ODS MOUNTING F, K & L R. S. & V. (VAUO BOTTOM SEE NOTES FOR MOUNTING Q (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING G, H, I. 11, J T. U, W & X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEIUNG: CONCRETE&WOOD INSTALLR10N5 CONCRETE&W000 CONCRETE MOUNTING & M A80�`GMSICfI A D-MSM A-=DESCN vmwum INSTALLATIONS G1Vr74 A POSITIVE A5.0.DESIGN PRESSURE RATING. I WNL MOUNTING F1mR//COLWG ' Wui MOUNTING P Tar � C DETERMINE MAtOMUM SPAN •L+"FROM SCHEDULE ""1D� YD11N19NG `MTMB GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. � � M �' OR DETERMINE MAXIMUM SPAN •L-'FROM SCHEDULE. (� -) (* •') (~ ') RDo AIL IIOlINi1NG 6 ,AXIMUM SHUTTER SPAN 'L+'OR"L-"FOR - - -- (* (w L.ql L+ L-cw L4 ca L-(�a L. c� L-(w 30 OR 16'-0' 16'-0" 16'-0" 16'-0" 30 16•-0' 16•-0• 30 18'-0• 16'-0" INSTAUATIQNS INTO WOODSHALLBE UMtTED TO - - FlNAL-MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 10.5 psf.AS.D.DESIGN PRESSURE RATING. MNIMUM DETERMINED SPAN BETWEEN 'L+"AND'L-". 35 14'-10" 14'-10' 15'-2' 18•-O' 35 14•-10" 14'-10' 35 15'-2" 16'-10' 40 13'-10' 13'-10' 14'-2' 15'-2' 40 13'-10' 13'-10' 40 14'-2" 15'-2' + (3)PROCEDURE TO OETERMR(E MAXIMUM SPAN FOR 45 13'-1" 13'-1' 13'-4' 14'-3' 45 13'-1" 13'-1' 45 13•-4" 14'-3' 1 FIV CORNER CEN(ERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8' 13'-7" 50 12'-5" 12'-5" 50 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CSUNG MOUNTINGS: 55 11'-10" 71'-10' 12'-1' 12'-11' 55 11-10- 11•-10" 55 11'-1• 11•-11' SHALL BE AS INDICATED ON MANDATORY CONDITION J2 FOR A GIVEN POSITIVE AS.D.DESIGN PRESSURE 60 11'-7' 12'-4' 60 11'-4' 11•-4" 60 10'-2" 10'-11" NOTE f5,SHEET 5. RATING: ' 65 10'-10" 10'-10' 11'-1' 11•-11' 65 10'-10' t0'-10' 65 9'-5" 10'-1' DETERMINE( Lpf=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10'-6' 10'-9" 11'-5' 70 10'-6' 10'-6" 70 8•-9" 9-4' L2+=MAX.$PAN FOR FLOOR/CEMG MOUNTING 75 10'-1- 10'-1' 10'-4• 11•-1' 75 10•-1 10'-1• 75 - 8'-9' tt EXCEPT THAT MAXIMUM SHUTTER SPAN'L+'OR INSTALLATIONS. 80 9'-10' 9'-10" 10'-O' 10'-9" 80 w-10' 9'-10' "L-•AND MAXIJLM AST DFSING PRESSURE RATING FOR 85 9'-8" 9•-8" 9'-9' 10'-5" 85 9'-6" 9'-6" INSTALLATIONS INTO ATE OR CONCRETE BLOCK FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE SEWl BE LIMITED AS FOLLOWS: RATING: 90 9'-3" 9'-3' 9'-5' 10'-1' 90 9'-3' 9'-3' 1- CONNECTIONS TO KEYSTONE MOUNTING DETERMINE: 95 9'-0' 8'-9' 9•-2' 9'-7D" 95 9'-0' 8'-9" Lt-- MAX.SPAN FOR WALL/CEIUNMOUNTING INSTALLATIONS. 100 8'-9" 8'-4" 9'-0' 9'-7" 100 8'-9" B'-4' MOUNTILIMITED G +64,-72 TP...f.7.AND 8'-0'SPAN, SEE L2-a MAX.SPAN FOR FLDOR/CDUNG MOUNDNC MOUNTING OON SHEET 7. INSTALLATIONS. 105 8'-7" 7'-11" 8'-9' 9'-4' 105 a'-Y 7'-11' 110 8'-4" 7'-7' 8'-7" 9'-2" 110 8'-4" r-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2' r-3' 8•-4• -t I. 115 8•-2" r-3" SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 'Lt+',-U+"•'Lt-'AND'L2-' 120 8'-0" 6'-11' 8'-2" 8'-9" 120 8'-0' V-11' (4) W TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-8" 8'-0' 8'-5" 125 7'-10' 6'-8' ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5" 7'-10' W-1" 130 r-8" 6'-5' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' 6'-2• r-9• r-9• 135 r-7- 5•-2• WIND ZONE MINIMUM SPACING 140 7'-5' s-11" 7'-7' r-6" 140 7-5" 51-11, ASTM E-1996 SEPARATION 145 7'-3' 5'-9' 7*-5' 7'-3" 145 7'-3" W-9' TO GLASS. 150 7'-2' 5'-7' 7'-4" 7'-0" 150 7-2' 5'-7' 155 7'-0" 5'-5• 7-2' 6'-9" 155 7--0" 5'-5' 1 THRU 3 1" 160 6'-11" 5'-2' r-1' 6•-7" 160 6•-11• 6•-2" 165 6'-10• 5'-1' 7'-0' 6'-4" 165 6'-10' 5'-1" 170 6'-9' 4'-11" W-11' 6'-2" 170 6'-9 C-1 I' 175 W-7' 4'-9• 9•-9' 8•-0" 175 6'-7" 4'-9' 180 -6" 4''-8" 6.-8. W-10" 160 6'-6" 4'-8' 5 " 4'-6" O H V BLADE 185 W-5' 4-6' 6'--r a 190 1 6'-4" 4'-5" 6'-0" 5•-6 190 6'-4" 4'-5- L95- 6'-3" ji 4'-3" 6'-5- 5'-5" 195 6'-3' 4'-3' 200 �•fi'-4" W-3' 200 8'-2" 4'-2" 20541 B'-t• 1 4'-1' 3• 5•-1" 205 8'-1" 4•-1' FLORIDA BUILDING CODE Non High Velocity Hurricane Zane m 2015 EASTERN METAL SUPPLY, INC. „11,1A„11T'�”"�AA•A BERTHA HVTM Accordion Shutter System A.S,5,�. 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