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PLANSREVISIONS BY / _ .�. '�G„r.�/ ���� %,�.,�-� ✓ �", - j /�'� �/��r� / AKC / r '' 1 Drawn Job Street Of Sheets 18X81 FF{NTED C KO ICOOM CLFIFFR:NT L l)rls;.r.>_xx. 1) � 1 1 x - - -- - r - - - - -" - - , t n ' -1 ity t_r-) 4 15_r/ /:1 1 i - ti _ 1�.t-1\)x3C - � ' ?.1;) Lx\I11.1C,�,C�_�rr�__ r? 1 ti‘ C24 C' i_Et _ ___ -If 111)4 1 I r i a.1 —ill ll_ - 1 - 1•4J - 11 , ... %o 417/ %~1,� <� _. Ocean Shutters Manufacturing, Inc. ACCEPTANCE No.: • 99- 0803.02 APPROVED SEP 0 2 1999 EXPIRES 08/22/2000 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall.be considered after a renewal application has been filed and the original submitted documents, including test- supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. ' akar, P.E. - Product Control Exam Product Control Division 3 of 3 Ocean Shutters Manufacturing, Inc. ACCEPTANCE No. : 99- 0803.02 APPROVED SEP 0 2 1999 EXPIRES 08/22/2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This renews the Notice of Acceptance No. 96- 0502.03, which was issued on August 22, 1996. It approves a 20 ga. Galvanized Steel Storm Panel Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 ga. Galvanized Steel Storm Panel Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 95 -592, titled "20 ga. Galvanized Steel Storm Panel ", prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E., dated December 15, 1995, last revision #3 dated July 19, 1996, sheets 1 through 4 of 4, bearing the Miami -Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 20 ga. Galvanized Steel Storni Panel Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a pemianent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy 6%Makar, P.E. - Product Control Examiner Product Control Division 2 of 3 r11AM1 -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE, Ocean Shutters Manufacturing, Inc. 4900 -B N.E. 11th Avenue Ft. Lauderdale FL 33334 CONTRACTOR ENFORCEMENT SECTION (305) 3752966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375.2902 FAX'(30S) 3726339 20 GA. Galvanized Steel Sotrm Panel Shutter under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from ajobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0803.02 Expires:08 /22/2000 TIIIS IS TILE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved:09 /02/1999 Internet moil nrldres5: postmos tcrelwildinl;todeontine.cnrn MIA�V11 llAUF: COON 1 Y. I I.OKIDA METRO DADE I I,AGI.I.k (WILDING BUILDING C'ODF, COMPLIANCE OFFICE. METRO DAD[, FI.AGLLR BUILDING 140 WEST FLAGLER SI RF.LT. SUITE. 1601 MIAMI. FLORIDA 33130 1563 (305) 3752901 FAX (305) 375 2908 CONTRACTOR LICENSING SECTION (305) 37•2527 FAX (305) 375.2558 Raul Rodriguez Chief Product Control Division rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Ol'fl 11 onupope: huup: / /wv) s ,buiIdinpcodtonlinr.coa" T --- .0t r: Trp HEADER -WALL MOUNT. SILL -WALL MOUNT. (INVERTED USE) SCALE: 3/8 = 1 3.214 3.23' 7 5'i .711' 048" } - - --- 2.048 .431` .475 1 .C62 7p. 644 I 1 3.0:5 © SILL SCALE: 3/8• = t' © 180 STARTER SCALE: 3 /i" = 1" SCALE: 3/8" = 1" tT ©H MALE LOCK SLAT h L © FEMALE /FEMALE ECONO BLADE SCALE: 3/8" - 1" 3._atz FOS ® • Z , a t 3.025 ©1 SILL SCALE: 3/8• = 1" © 90• STARTER SCALE: 3/8 = 1' 2.276 4.35G 2 .G3S .AST 8.120 HEADERS -WALL MOUNT. © HEADERS-WALL MOUNT. SCALE: 3/8" = 4"O FEMALE LOCK SLAT SCALE: 3/8 = 1" *.582 3.155 3.031 © SILL BOTTOM ADAPTER SCALE: 3/8 = t' 2 G6. Typ. v1 5 j `361 ©F LOUVER BLADE SCALE.: 3/8" - COMPONENTS SCALE = 1 • .295 2T' FRONT EIEVATIOri OUTSIDE LOCKER r' 1 SCALE: 3/8 = 1 f 1 7 V 3.031 r-.067 Typ 3.155 1/ 4 • - 20 5. S. THUU9SCRCWS 3.121 l.alZ i 1�1i -1 3.75Cf PLAN 1.673 1061{ 11 -yt -1.37 1 1. - - 2.000 r ri b 1 HEADER CEILING MOUNT. SCALE: 3/8" = 1" SILL BOTTOM ADAPTER SCALE: 3/8 = 1" © LOCKING PIN SCALE: 3/6 - 1" 12" b(n. FOR UP TO S'-0" SHUH LENC11 AND 24" Win. FOR SHUT 9ER BLADE LENGTHS CREASER THAN INSIDE LOCKER if 2 SCALE: 3/8' = 1" I / \- TIU TLZ7ING Z CTIA NCCRIMG COI4PANY • WI N.V. )IU. 5-1 w 111, Mpw /9(45. ILO'^0G. )7 0 44 r1r.•. 4 (7 371 -1)JO • F..: 000)011 -11.1 WALTER A. TtlllT Jr.. P. E. r4" n. .., 1 ••141 GENERAL NOTES: - 1. ACCORDION SHUTTER NAS BEEN DESIGNED IN ACCORDANCE Y11n-4 THE OA,( COUNrr- 1944 EOFRON OF THE SOUTH FLORIN BUIS -ONG COOS. r4 M E7T DESIGro LOADS S44ALl BC OCT++INEO AS PER SECTION 6 CF ASCE 7 -a8, WITH 110 D M_ BASIC LINO SPEED. A.xOADUN SNUTTER A.0 CUATY FCA IN PACT AND FAT ICUC RES,..4TAt4 ( HA DECK ¥lJ r1 AXOOAt4CE W4 SECTIONS 2315 k 2314 RESPECrM. j C' D-E 470vt uUm01CD COO(. 2. STAINLESS STEEL SHEET t.tE1AL SCREW; USED AT LOUrER Piro SHAH OE j 10 : 3 • 410 HIN►4UU SERIES W/ 1 35.0 k, YIELD nog' & 160 A-n TENSLE STRC>4OtH_ so 94 BE COATED WtTN XYLAr4 SU70 BETTIES RUOROPOLYUER ccAntcs AS uAMUFti.TURLD 0Y WHITOR0 Co. BOX 507. WEST CHESTER PA 19381, 3. ALL ALUUINU'4 Ex S BE 6063 -T6 ALLOY (UNLESS Ot}4ERwCC NOTED) 4, ALL SCR (WS TO BE ST SECT 304 OR 316 SGRICS n/ 77 1 •■ 11CL0 POra At.O 90 I. s TENSIE STRENGTH. 5. Ni ALEA4.74Vu POP RIVETS TO BE 3032 KUUr1UU ALLOY r1T14 ALUUIMUU 1 .4 4 ND 4 U. 6. COLTS TO BE 2024 -14 ' t• nu_OY CUIVA•tIZ0) OR S1A;NJSS STLEt. HIM 35 1•: 1.11/0•40.4 1 4 4 1IHLA 4 PEED POINT. 7. ANCHORS TO WALL SHALL BE AS FOULOwS: (UNLESS OT1•CRytI9C N3TE0) (A) TO EXtSTUC, POURED CC1LCPCTt: - t/4" • TAPCOrt ANC NCR S. AS1 VAN UFAt.fU EF 1.r.w. RAA 09 CLCO rtOUSDILS, ..,: - 1 /.- • FLAW ZMAC KWL•I AN CH On S. AS W.: .1.1 FACTOR CO CY THE R.A.A. rwc co,,,,, tr.0 - 1/4 • E 7/8 RAAL GLJi - IN AS 1 /A,•4UFACTURCO BY THE RAhl PLUG C0'.4' .'. tic. NOTES: Al) _ uNUUu E. O'4EN OF TA. A.ICHORS riTO PCt_':EO COHERE - a rS 1 3/ ulruuw (1.43EO'ENt OF RAM. ZATAAC NAUM IS 1 1/r A.2) 7 /4"f RA „ E GALX - IN A:+,HOR5 SHALL OE ENTIRELY Cu1CC0E0 INTO THE POURED COr+:RC1i N0 O- 4 6EC +7ENr r4 STUCCO SHAH 6E PER/ART 1/4" • -20 SCREWS USED SHALL BE 1 1/E LONG 144•4NUU SHOULD STUCCO EXTS1_ A3) IM CASE THAT PRECAST STONE. PRECAST CONCRETE PAVERS. OR PAVERS 0C FOUND 044 1 H COSTING WALL OR FLOOR. ANCHORS SHALL DE L0 ENOUGH TD REACH THE 1.44414 STRICTURE BD SIKH PANELS. Ar C4CRAi,C SHALL DE AS IHOKAIED On ROTES Al) d A.2) AA2 t. (6) TO Ex (STING ccrICREIE BLOCK WALL: - 1/A • TAPCON ANCHORS AS uM4UFACTUREO BY L T fir. PAN SE; OR ELCO IMOVStRCS. INC. - 1/4" s RAWL 7! NAUM ArCI43R5 AS 1 A 4 NUFACTUREO THE RAx1 PLUG COuPA•Y, P.C. - 1/4 • • 7/6 PAT.! CALK -i4 AS NAtWFACTU43E0 BY TIE Rio& PLUG COUPA:tt, It C. HOT 8.1) 14:NIPUU E46EDUCNT OF TAPGON ANCHORS. AND RAW! Z/NAC rPvlN ANCHORS 11410 DIE CONCRETE BLOCH Ur+T SHALL BE 1 1/4 . 8.2) 1/6 Wort CAUL -IN AtA?Y)RS SrtALL BE ENTIRELY [WEDDED I THE C0r4CRCTL BLOCK 1/111T. 110 D 1rrt0 STUCCO SHALL BE PERUrFttO. 1/4 0 - 20 SCREWS 115(0 SHALL CC 1 l/Y LONG urIuuu Sr,OuLD STUCCO (Xi ST. 6.3) rI CASE THAT PRECAST STONE oft PRECAST COr4CHECF PowELS 13C FOUND OH P1C EzrnNG WALL Ar4C4 D SHALL BE LCtIC ENOUGH TO Rena-4 NE MAN STt, JC URE D0I1140 SUCII PAr4 CIS. Ar4CH0•iA■z SHALL BE AS r.01CATC0 0•4 NOr1i 0.1) 1. O.'.) AOOvt_ (C) A NCHC. SHALL BE INSTALLED FCU.O1NG AL OF THE RECC Aro SPEUPCAUOrtS Crr THE AMCHORS LA I IUFACTLFiER. 8. BLADE 4 J. ANO 1},UCX1FS FCR CENTERuAT[S © & Oi . & THE START.--; Q & 0 A M) 4C UCR THE PAF`o £ Kr ir OF EASTERN UETAS. IT SI4 EC Tl4C R GPO , ISOUT( Or THE CONTFACTTA TO VF F.' FY DIC SCUM OHGS or DIE STRUCLRE `en<PE SHUTTER 15 TO 8E ATACK ° TO INSURE FRU'£R ANCHORAGE_ 10. SeATITER'S I.UVuPACTURE S1AA4P SHALL BE Pl,CEO Cot THE ETP0:40 SURFACE CF THE FD4ALC WCX SLAT (CCAtP011Cn II ). Or:: 1.Aal Sri4Ll BE P ED FOR EVERY OPENING. LAZE/. SF4 READ AS FCLL0 S: ROEUNGSF4 HP.L1 H. FICA Z DADS COUNTY PRODUCT CC14TROL APPROVED. 1 • ACCEFTANC i -,.q8 - J� 2Z of C12r - EV DATE SIDE ELEVATION By EU SaG CO ✓E :'0.7 ?LiAD:C•0 01 ASSA / ECONOMY ACCORDION SHUTTER =1 ROLLINGSHIELD, INC. " - 07 '.'S A. 1 "1"9) 8900 N.W. 119 STREET HIALEAH. FLORIDA 33018 Mn 41 ?4'::41 ?1 D AS C9:- '•f•!_'� I! iii ':;: [1) SO f1` ::,'1•A 13 COI 4"1'•::. . Z�. 19q<8... /I PFC•): ;CI Cu' T ;�Ic1. C1111Gfi1G COJC COW:.I'LI.1■■CC OfFICL ACCLPTAtICC - 0I1 KX•! DADE COUNTY AS SHOWN SU.L E 2/18/9a DATE 98 - 14 DRAx.749 No SHEC1 1 OF 9 L) ) FVUREO CC+K'RETE CR CCr+CRETE BLOCK WALL REQUIRED ! 10 x 3 S. S. S. W. S. W/ 3 /e^ d x 7/8' LLNO /\ NYLON BUSHING. (Typ. BOTZOu). CONCRETE CaNC E Al 1CN0 (SET sCFEDuIE) WALL MOUNTING INSTALLATION - SECTION A S. S. 0. C. COLET D C REUJIrE0 10 r s. s. s. u. S. w /3 /5' • x 5/13 LC+r; tmo• Btf;t41'3 (Typ 1 SEC SCHEDULE I rOR uiti i SEPAPATC+1 'S TO CUSS or I Ev..,5114c 11 Hoc' I OR S. C. D. SCALE: 3/8' = 1' 1.100 L E. D 1/4' 0 -20 5. S. 5, LA. 5. w /FULL PENETRATION tATO RA CALK -IN AJ1C.11GR (SEE SCHEDULE). 9 ^r3 10 1 3' S S l) , . 14, S. •/ 3/3 1 5/5' L0!C N&1_0+1 DUSHJNO. (T -. TOP). 1 r n II II II II II ODR© 5 /d' HCIE 10 INSL+t1 SCREA THR'LJ SILL INTO ANCHOR (PEuOvABLE INSTALLATION) C0 Y1TH NYLON C.A.P. 1 10 x 3' S. S. 5. U. S. w/ 3/3 0 x 7/3 LUNG HYLGN BUSHINC. (Tye. ErITTOu 1 10 . 3/4' S. S. 5 u 5. • 5' 0. C. EJGE OF SLlY3 ;r APPUCAOLE REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B1 SCALE: 3 /2.' - i' F'Ct'RE CCrKRCTE o PC0'JIRE) -- Ui v/////)//// POURED CC // GR CC+YFttt BIIfXC //' WALL REoutRED / 10 x 3" S. S. S. N. S. w /3/3 r . 5/3 LONG htiLC+l 8L -11N0 (1y2 -SEE S<HE0LL.E FOR I4IrI'4'J4 SCpARAr<*I '5' >D GLk5S Or Cx *TING w1'1C*:w CA 5. C. D. CO *'L At'1{y?'$ 10 1 3' S. 5. 5 W. S. w/ 3 /B' • 1 5/3. L0tI0 NYLON BUSHIN0. (f TOP), (SEE S<1E01.11.E) CC+F Wri A. • ri01 (sa SCH11JLF) WALL MOUNTING INSTALLATION - SECTION Al SCALE: 3/8' = i' C c1D 001 ✓_4.1.11 / OR CD !+;RETE BLOC%% NALL REGUPSD CU+CI+STE A1X}I3ct1 ( SEC SCHMULL) 1 10 . 1/r S. S. S. u. S. 0 6' 0. C. OC• c3+vrt A+O (SL . SCN E,'YJLFT / / / / / / / / ' OR f 10 x 3 ' 5. S. S. u. 5. II/ 3/3 0 1 7/3' LGN0 N 11.04 DASHING. (Tye. BOTTOLI). AL WALL MOUNTING INSTALLATION (OFFSET) - SECTION C 1 3/8" - 1' ) r 3g 10xrS.s. S. w . S. w /3 /E' • x 5/3 Lou; Il1Lrf1 Blr:44 0 (T 10 S, S. O 8' P 4RED C-0NCR£TE REQ..) RED 1.50? 1/4' 0 -20 5. S. BOLTS W / NUT k 'tiW1EA • it 0. c. 7' x 3' 0R 4' OR 5 ■ ,115' A.tMIN+vu Ar+GLL 0 I SCE SCI1CDL'C r - 1 ri, 31.4114 1.1LL1 S.E T C LASS Dr I E v5r:r; r•.wDOr I C!T S 6, D. - SECTION B f 14 x 3/4' S. S. S. u. S. 0 6' 0. C. 1' x Z x .125' AJvm. A!1GLE Cont. (6083 -15 ALL01) POURED CO'KRETE RECD R ED LONG LCN H 110. (Tn. 6011041), ( 10 x 3/4' S. S. S. W. 5. • � 0. C. / C0r1C3tETE MI0 0 -" OR (SEC SCHECULE) 507 E. 0. CEILING & FLOOR MOUNT. INSTALLAT. INSTALLATION DETAILS SCALE: 3/8 = 1' 1/4" d -20 S. S. S. V. S. w /rULL FEIETR, 1I0N 11+13. PAWL CALK -IN NICHCR (SEC SOHEDIJU) REMOVABLE FLOOR - SECTION B2 1 10 1 3' S. S. S. N. 5. n/ 3/9' 0 x 7 1r1 - CGICR:IT NKHCFxS (SCE S<HEDULL) PO U P10 CCt CA CIE RE 31.1 RED [DC Of SL3 if AP P LJCAB LE POURLO OY <Rt COURE0 10 . 3' S. S. 5. u, S. W/ 3/6' • x 5/3 LCer. WT1.0 (3 (Tye. TOP). CA S S. 5 .5. W/ r r 1/6' NYLON 8'JSHN0. r104) / 10 x 3/4' S. S. 5, u. S. o 5' 0. C. EDGE of SL&3 IF APPUCA&LE E. 0 P JRED CC+CR CR GCtk RETE . BLCD< w4L REC•..PRCO / JL ; ,:l,r. ; . >> fl ()RICA f 44151 1 WALL - SECTION C 1 2 l MOUNTING INSTALLATION SCALE: 3/8" = 1' ,Lrt.1.0 A1L 10 1 .r s. s. S. u. S. w/3/3 • 1 . 5/3 LCr1C htlCrl BUSHr+0 ( ) LSEE SCHC0 roR 1(n, 1 s. E rwA IICt I CLxSS Cr 1 T ( w•,NCCw CR S. 0. 0. ccr 3 I (s¢ r w_Pt.rt :sas) 11.1) r .rci 4' •I C. 0 : . .115' / ALUu� ANGLE w ;„ / 10 x 3' S. S. s. s. Lo r. Nt10 CT1P TT*f` }. 7 . nn 7 1 3 OA 4' CA S x 125 ALU4'0UU ,vrLE ALTERI1ATE MOUNTING INSTALLATION (OFFSET) t1 10 x 3' 5. 5. 5. u. 5. w/ 3/5' • x 7/5' LONv hYLCt! BU5t11 -X'. (Typ. BO1T0u). jr I 10 x 3/1 S. S. S. OR 1 3/16' d NUM. POP RN J t A : ,.1 . S 0 5 O. C. a • .� �i of ALTERNATNELY ANGLE CAN CE LOCATED AT FRONT 1/91!1: a ,EN Sw SPECS AS sHowt1 rCr1 a � 1/ E REJR 1NStALL4T1DN. EOCE Or ST�A3 c t?:R ; i3.:: L':V1 r 1` ∎xv IF APPUC.A81E ArrPQ,l.: 1 l; ('•'.rl.'il(IG .'. T11 S11I1;l FIp :;1,1 PI''.lI;■;c r,f,111: D1TE �UtJ 29 l8. _III _ r \oc; :C1 coN1 1/N :0l+ BL (0r :0 cI)CE cu',IrLt' t:E 01 FIGE AccEr1Ar CC LADE COUNTY ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD, INC. 52 3 N. 119 STREET ta.u.rt, MR CA 35016 1 / 4 ' • -10 5. 5 00119 NLn k wti�1Er, If 11 II 11 II SCALE: 3/8" = 1 S. 3/ S. 1. S. w/ r3 • J 7 /+S 6' 0 Cod u; � NYl0 !Ii: :G (1yp. OO 1/4 0 -20 S. S. 00115 w /HVT do WA;, 11ER o tr O. E. O. - EC& CxSTA++CE SCE SU+COL.LE ON ICET 0 Of 9) 'CC\T )L, C1i 0 .Lli.L NGC):E ittV.CF. v: AS St•6K`I 2/15/95 OAT 98 - 14 lHCET 2 or 0 KvrTv I " 1 Vrx. ti • i KI. r'w rat . ir_ 1 10 1 3 S. S. S. u. s. w /.1 /0"" • • 3 /a• LU10 rrvLOtl W:rilre, (Tip ) S 10 ■ 3/4' S. S. . U. S. OR 3/16 0 Nur, Pop RN ?5 • 6' 0. C. MLTC RA11vELY TO COI+NECTTON AT TOP UP, uS E 110 1 3/4' 5 S. S. u $. OR, /1C .rm. POP RN S • 6 0. C. AT T -IS LOUnON. PO4,1RCD CO 1 +C Rtrt R£O^1RED CoNcREIE ANCHOR (SEE SCH£OUL£) O oa ®op ®o^ CO•Kirrt A W.1 erS (S(C SC CWIL) CEILING & FLOOR MOUNTING INSTALLATION - SECTION B' SCC' r POU PCD Cott pt Tt . - (C� 0- 5v0 7r APPUCIUL( 1 k / 3/C • S. S S. LC++ /frLOH �;,N1K � (yp. TOP), J 10 1 r S. S. S. u S . w J /11 4 1 /E VW.;KA0N (Ty,p. 60n041), EDGE Or SON.? IF M''FuX - &( { 101 3/155 . S. v. S Or+ 3 1 r • Nvm, POP P. O E 0. C. () t* t.P (f) 40 eit N_TER.■. TO CD■nECTO•, AT TOP LIP, USE /10 1 3/ S. S. S W. 5. CP 3/ 16" • Nvm. POP f' tTS 0 E o. C. Ar TNLS LOCATI x4. 1501' 1/4' • -20 5. S. S. 1+. S w /RULE PENETRATK•I INTO R.c+'L CALK -7+ M+Cr1011 (500 ScHrDu t). REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B1' INSTALLATION DETAILS TYPICAL ELEVATION o1€ OR 0R OA a � SEE NOTES ON' LOCKS ON SHEET 4 OF 9 FOR LOCK REOUIRDaEr1TS C. 0. - EDGE VPAH.-0 sLE SO 0DU.L s )-(CT 9C(9) POURf➢ OY+Catri RLCUP 14 x 3/4' 5. 5. . u. S • 5 0. C. x 2 x.125 A•GLE COOL (6053 -T6 ALLOY) 1/4' 0 -20 5. S. S. u. S. *Ma FENETRar0t4 INTO RA'a C}LK - N pCHOR (SEE SCNEDLLr). S/6 HOLC io NSERT SCRC`n' r-iR'J S L1. Ir,'10 A`Y_HCfi (PEvW+aLC IN5T7.LL.no)-4) GO t R KT 11 NYLON CAP. w / 1 3/13 • r 7/8' LC*N' NYLON 61'9 (Typ. e3rf01,4). 1 5. 1 0 S. 0 3/15 • IJ�m. FO P R,N- > o • 50. C. EOG0 Or Su3 If APPLr} 0.E POURED C0' '[It W 00•CPrri 6:0CK r.u. Pf17Jrt0 (S1 SC>••LJ: 10,3 Y. S OP 3 PCP RY r 0. C. -, . , •T-.. m 7, o r ILTERNAThtL' 10 CO■r+ECTCN AT TOP 111, USE 010 • 3/1 $ S. 5. J, 5. C1 3 16" • !{um, PCP R TS 0 6" 0. C. AT TN6 0cL r(N. CJ C CP0 (StC REMOVABLE FLOOR MOUNTING INSTALLATION - SECTION B2' ►LTLR NTt WALL MOUNTING INSTALLATION (OFFSET) - SECTION C1' 1;1 U L 0. 11 Ur 1UTT14Q t R+a1►ccRlwc oouPANY HO K11, 1•n, Y M.. 7+1 W• 104C4.11, IlD"b. 17144 PL. , (] -11'10 . r. 1 00104x1 -1131 1 1013 - 5.5. •(/ 3/ 8" • • /8 L0110 M1.0H BU9014C. (r, Boro+J). 10 • 3/4' S. S. u. $ OR 3 16' • • POP R. a 0 • 5 0. C. N.TZR01 h`+OLC C-N ec LC{ATtD 11 FROM? US/++C THE S SPECS AS SriowN FOR PEAR R,STALLATTO•• EDGE OP SUB ✓ APPLY.2LE ASSA / ECONOMY ACCORDION SHUTTER I (A.s.s-. 1 is) ,6000 H.W. 119 STREET NHLUN. FlOR OA 3.015 i f • -?0 S S 1S Y /NJT a 14.4.9{R • 17' 0. C. r 1 r OR 4- op s r:vur uu »7L I4 1 K w 4' J 10 • 3" S. S. S S •/ 3/8' • 1 7 /R" nuS+nN0, CT 0.1TT0u) 10 1 3f4' S. S. 5. 61 3/1C • • Poo RPtl) • • r 0. C. aQ - O' ) o 1 E`P; .AT:ON PV 01 -01, ' :. ^:.Dr:isTcy EL Z..2 \ �,. '�: C'r11;E VY'1I1 Tn; SOUTH FLI)GIy1 U'J;I.0 ;?;G CO1fL UATC.._l.UN.E f Rtil?of,1 CIM If 101 (11Yi$.Ur) EUf). NC 00E COMPLIANCE Of ICE !,CCCPTAN E N0, ' 6 o,aD E COUNTY 98 - 14 Olurr i0 1b ..xrr 1 04 0 COrICRCTE ANC++005 • 9" 0. C. POURED CNOCRE1E OR CO+rCPETE BLOCK WALL REQUIRED 7 x 7 x .125 OP r xrx 097 ALUU WUU TUBE (E -0 61 -TS ALLOY) 3/15 • A1vm. POP RhrfS OR j 14 x 3/4' $. u. S. 0 5" 0. C. (Typ.) SECTION E 2" x 7 x ,125" OR x x.097 ALUUINUL+ TUBE (363 - ALLOY) /16 • A'um. POP RN/ETS OR 1 14 x 3/4' 5. J. 5. 06 0. C. (Typ.) O r © 9. • , _ �• �CA l 3 /e' • HOLE FOR LOO -SHO EOLT ** © (ALTEP/4‘TL T KO ) '• I" x 1" x 125 Cont.. Nu n. ANCLE (eA63 -T6 ALLOY) (ALTDR7ATE 10 O ) * SECTION El GL SS r x r x 125' Alum. PWk.E (ex3 -T6 ALL0 r 1 4 ] x QtOD OR ©k®CR I � i SECTION D NOTE : SEE NOitS 0+I LOp(S CA T SHEET, AUO ALSO FOR SECTK4 E1 A4D ONE SC D SHUNLN. CON C PETE A'-C • 7 0. C 0c-90 ®>* (k pa+ATE To .) 2 All C11 ORS EACH ANGLE CONCF,ETE ANY . 1080 • 9' 0. C ©t ©0R ©k ®OR -2.00(1 1.007 /// th + rcu P L ' ; aj PO L;RED CC+K. TE OR COr+CIRETU. D'ILCr wAJ PE0U1RED (4) 3/15 • A:vm. POP 7 x x .125 R vi OR # 1 4 x 3/4" GR 3" x r x D9d s. u. s. (Typ.) - i Akin. TUBE Posy 7 7x.125 xTURS'Sr AJ�•m. kr.,LE (2 F.AII?,£D) (6:61 -To ALLOY) EEC; E OF S Aa ISOMETRIC (Typ. 1-7 TOP (CORNER POST) & BOTTOti1 SLA.9s) 2.CG7 1LC 1 1/7 • 1 1/Y OR 1 1/7 x 7 OR 7x r0a7xr OR 7x4 - 0(17x51.,25 ALUUINUL ANGLE (8053 -T6 ALLOY) 14 x 3/4' 5_ u. 5. R 3/1r • AL1.At'YUU F Or' R:.TTS 0 9 0. C. POURED CO6 CR ETE OR COtCPETE BLOCS( WA:t F C FED _// 1 1/7 x 7 1/7 OR 7 OR 7 � 0RR x x OR 7x4" OR 7 x 5 x ,125 ALU1J!NVU ANGtE (6.00 ALLOY) 14 x 3/4" S. u. S. (1 3/1r • ALUVIrlVu POP fRnFT5 • 9" 0. C. \* l 1 0 ` 3/6" • HOLE I T1A L.00XINC BOLT ONE SIDED SHUTTER: END CONNECTION :DETAIL // 7/57? 7 x x,125 ALUvr:UV ANGLE (6,143 -T6 ALLOY) ALTERNATE CLOSURE DETAIL W/ J L, O ®C'RCS POURED CNOCRETE OR COrr-RETE eLOCX wu. REWIRED CONO F fTE ANC FD RS • 9 0. C. v 14 x 3/4' S. u. s. OR 3/16" 0 AULU POP Pl'.£T'S 0 S" 0. G M ots cN LocxS : • Ih40C LOCKFR ®O OUT4Cf T C5R J S >4ALL 75 , F 1. INF kPY SPh4 AT HSTALLAT1Orb MTTHIH t TNC FP 3T FLCT A- OF OU tIDP+3. AND FC•t SKITTER SPANS CA CATER 71.-NN 8' -0 , FOR OiSTALLtTOt A3dr£ 30 FEET RCtinom Or D;� .0AS1 EO AT u SNUTTEA •c10C LOCKER®S BC,TTrCJ +ED TO k (f)BY WEANS Or 2 THUW SCRows C++LY A rN VS r4 ICCx CR � C L.00PCDlI! WAY 8C SCI) N AS Ar4 soc LOCKr* le AO ATT+CD To -O &(I) FA 1/4' • -20 x 1- LC NC S. 5 TNRCA000 BOLT w/ 1 /4" • -20 x NIALLY THRLADED SEE •t511t11 oJN DtU.'L 0*1 11 TS stELT. OIJf40C LOCxElt srVLL CE A rrAZ HEo TnRU & w/ 1 r 0 -20 S. S. SrOCVLX BOLT w 7/8 w'Hc H rr oR w/ 1 4 • -20 1 r LONG s. S. T- t".ALXD e0LT w/ 1/4 0 -20 / 5/5 tr- LY TPLADD Alvu►Ivu R,vkt,7. 5 CE VA STALL., 0• Cent_ C++ TT+S Sr LET , c). e) . FOR tHSTALLATO6 - S *THIS THE rIRsr 30 FEET ELEVAT 1 OF DUI 1.4 MEI3LRED Ai BO 704 OF SHUn04 A'0 Is ADCATON TO UTHER OR (J� USED LOOx£RS, A F CULAR 1 LOD( 11..Y 8E LS 00 FOR 5ECUPo P L r.ES AT A`4Y CES IOCATICt; Cr CET P..11JTE CH SIDE OR OVTSCE) w`- N V INS CE, Wt, xxJV SEPAAATr++ Tv CUSS SLI LL ALS0 BE YrRF)m FFUJ THE FP 01 SUCH T LOCK CR FROU TA OTHER SHUTTER COWnr'E7r>3 $ -IC Ctl 5 [CT ION 0 ( > N rs u.rf C R'.fll) . FO R IHSTAU..A7Or,5 AsovE 3O FEET EL OF KV...D tr. uCA,S1.1 AT BCTTow 0+ S3-U11Lx Av0 SH'„r�. sP s UP P3 8' -o', c E 1 LOCA 1+ +Y 6E Via V4 UEU OF LCO ER 9 CR C 14 fPAN Cr CD, ∎tNUA'E FA.70 NC 01730E C R P.'S CE. W. EN U5D INS .CE, V7 SEI:NAPAF3# 10 CLASS 9-IA LL ALSO 6£ Y.:R',F1En 733 THE TIP OF 5101 T ICCK OR FAOv THE CTMEA SHUTTER COunOrCNTS Ss - C!+1 CN SECTON 0 O.'-1:r 0 tR t5 14 ?" C Cr) :.1Jc4€ ca© c1© A um. R,Y`4Lr1 t (Tr? ) (OUTSIDE) hy,04; Sc1EM HCA3 ALTERNATE USE OF LOCKER W/ RIVNUT t AS INSIDE OR OUTSIDE LOCKER / x wm.�e�r \ ' la INC. `A Ti LIST TTST1H9 1: LW3IHCCRNO 0011PANY l)1� K r )* .t. 117 M .3'& ON'C04 .L.COV .J 114 n••••. 1 fJ& A7 1 -1110 , F•, 7 0067c11-1$,)1 1(. M *ALTER A. TLLIT .b., P. r. ' , A°1 \ 111111 1 1111 O O m 1 1 t , t i O (ALTc'72SA c TO © ) * 1 I ACS °7pr.;. ^'4 : • • Ma's• °l E >?i" :ZAT1_o\. DA EN 0�1 -2. SECTION D1 (MULTIPLE SHUTTERS CGNTRO? B :LL'...NG CODS CG'`.`?L O �� :r t SERIES 944-4 ALUU'rAJ 4 (2024 -T3 Auol LAVE FlANGE THIN SHEET NUTS E -, , PART l 0820, AS WAN L TFAC.TuRED BY Avail CHERRY TEXTORN. PARSF. 4Y, HD( JERSEY 07054 OR (QUA.L ASSA / ECONOMY ACCORDION SHUTTER ROUJN.GSHIELD, JNC. (A.5.5 A. # 19) 7900 KW. 111 STREET H:ALFAH, FlDR104 33018 Vn 1 or. ti APP tUVC TS CO ?.1PLYING 4'i!Tt; TI!C SOUTH FLORIDA BUILO!`IG 000E a TE - .J1I JE _z9__ I qg F'R00'101 CCi ,..0!. OIVIS :O(I EUILC';,0 000E CO!,IFLIANCE OFFICE ACCEPT .. :,CE NO qK 0665. DADE COUNTY 1HEET AS SHrN SCALE 1./ 16/96 ,aJ,Tt 98 - 14 041.AinSo So 4 Or .l INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 2101 1. INSIALUTIOIS ARE OILY VALID FOR DJILDINCS 141•i DESIGN LOAD UP TO 75.3 po ANC 0' -0 lb.. SHUTTER SPAN. 2. HEW r • r P. T. 10 BE SOUMER`I PINE No. 2, SURFACED DRY wm 19 X N. 5.1. c. W/ SPECIFIC DEK yrf or 0.55. 3. FOR NEW W000 PPAuE. CC ISTRUCTION. WOOD 4Eu8ERS TO BE SWTHEAN PINC No, 2, W/ SPECIFIC DENSrfY OP 0.55 OR EQUAL L_. SEC SC1{C'JLE FOR ut3Srj SCPAP.:10T1 ' 5 TO CLASS CF CSC'. S744 „ 111 LOr C41 5. 0. D. 1/f 0 1 S LG1G L s...,1; • r 0. C v/ 1 1/r w'n. P[K'r P..T Q TO C415704 1 010. 7 1 3" 07 4' 0 5 1 125 - -Ahrrs. M+OIC (6063 -T6 .& 0 / 10 • r S. S. 5. k 3/5' • • 5/5 LCEC; wY JN mrs.441ro. (Ty2. TOP). r 1 .CO0 144, 1/c •-20 s. s. co 1 Y o. C. w/ I4J7 a 1 1 40X-0 rt.,CR R£�.1 F� • 1 p 9000 24 0 R£C1J • 1 (2) 1/( • r 1 1/t LAC SCaEw9 • V 0 C ALTERNATIVE 1 s. 10.1 5 5. S. u. s. / 3 /e• • 7/( LC•+C M'LC•1 DtISH•C. (Ty2. Dr7TT0v). w041 P. T. r • r Coal (ACM STU) (w f*1F4 Or STuO) A6D ••/ r Ion Pt0C77kATX.01 IMO STLG WALL r a-Ass 00 00571 411031' Cot $ . 0 0 1 1013• s 5. S. u S. r/ 3/5 • 1 sir LC*.3 kr,0o EUSH •C. Cr; ) 1/f • r 1 I/Y LA.0 SCPt•S • 6 0. C. ALTERNATIVE 2 P rr,^A • 2 C. x RC 0 r efilIN PUMMI NI Is 1 0 1 G 1SS or crs ti 10: rtCOOF A`L"'EF E') / to r 1/Y 5 5 5 u,5 • r o. C. 37 5. • 0 0. C. M1 DCT.V•+ LA0 SCF£1 1/4 0 -20 5. S. DC4 TS • 17 0 C. Tr/ NJ1 It *ASHER 1+ r'JOO TV1155Z S 0 f..A nt • 2 f 0. C > JlLD 10. 3/ S. 5 S. W. S • ( 0. C. 2 r 3 4 • .125 AN Di (c .3 -ra 4:111'. ).C4 P. 1. 2 • 6 Ca-t (2) 1/c • 1 5 LAC s: r4 • E. 4 SRA (11C•'rH Cf LTA) A.b 1/ T V.... PE1€174.4.71C•1 Ih "U 5TU3 9 12 r r 5. S. S. k S 1 4 0 /3/6 • 1 6..10'4.0 (Tip ) ( 1 0 r S 5 .J. 5 w/ 3/e • • 7 /e l hYLC#+ EUSHNIO. nrv. EwaTTO 4 ). / 10 1 1/r 5 5. 5_ W. 5 • C 0 . C. 1 10 1r S. S. 5.blS k/ 3/C w • 7/6 1rn.04 BrJSHNG. (177. 847T10v). • 4 • 1/( (414,) 6Cr,3 - TS Ham. TUDC (C. t.) w/ (7) t/( • • r L-•.; srFtrs • C4 1 S1LA (hicrro'w or sn.o) Mo /r 1 PO CTpA00R N10 OGSt►4, 5T 0. SC C S?-C CULL • S TOCa55 C4 Dc6rtC ►•.rC.O C041 1. C D. ALTERNATIVE 4 II II II II 11 cLAss 0 £ 5810 �)4;IppwCPS.C.D. / 14 r 3/4 s. 5. 5. u. 5. • 6 0 C. r ;{0 T>it.'S;t 5 OR RJJTC R • 2( 0 C I t;0 I 1 1 1/( (us-, ) 514 -T5 Al -. T1.42( w/ (2) 5 /1C • r 4' LAC scar o ro 'j'i R Ca CA r LDCATE SC acrs AT uC.'0TN C! [x 5 n r: Ww t CtiE CR (Y w/ 2 44, Pv u'n -crs.+rort ;( 40 r r 1.1 6 w 5 1 0/ .2(6 • • 5 /J" t* :. rF X � 10 r S u 5 3 3 /!r • r 7/5 (0 LC•4 h'rI.C+4 805 s J ( E'ofc''') ( 10 . 1/4 S S. u. s. • ( 0. C. 0 , 2 1/7' CEILING & FLOOR MOUNTING INSTALLATION - SECTION B -T- 2 r r 10X40 C(0< ICCU 5D / 10 1 1/T S . S S. u S. 1 r 0. C. vY Tian TTtT1 H 0 I CN004 C O(110 C O• 14cr MOUNTING INSTALLATION (OFFSET) - SECTION A /y ~ KILTER A. TUL11T S„ P, L n r-'r. 1'v / 44167 r/ t /4' 6 . 1 1/2" L. SP3rS • ( 0 C. 5 W %) % ( 5 • • 5/r LC ML.4•1 aJ5N`c (11. ) 0I 1/4' 0 -20 S. 5. 6'.T5 At 12 0 C r/ w'J1 a 104St --- r • r Uj f cs1 s" • 123" M: m, 4.`LLL (0053 -75 ALLOY. rr_ § By to r s. u. 5 v/ 3/6 • • 7 L�1C NY'..Orr Bh>J h: • c • 1/6 (Y'4,) 4.34).T3 A:,m r.• (Cn^t) w/ (2) 1/e. • r r lAC 5ti^atr , • 0+Q1 $74.0 (44 w, 07}1 01 5 I:O v/ 2' Vr. POT R410.4 1■170 CXSfl* / 10 r 3/f 5. 5. 5_ u. i • r o. c. S7 1.0 II II 1' 1-- I II u ROLLINGSNIELD, INC. k* 5f6 ! - er,(0 N.K. 119 f7P£TT 74'. LW, 11.0444041 11015 - h(`• r • r P. I. CKt rxp PLAT( •/ ( 6 /1C 0 rrvcsc 'twsTOCA.:,1 1LArTCP Ct1 1Rtr, 5. LC'A1( SCT't1''5 AT 4T`411711 or E715TT+G ••,)00 .1C1 r(J1. (7 u5,, tr +4�1114L rem) ) r/ Y 1.4 re,'t/MTL}+ I 10 r T 5. 5 5 10 5 ■/ 3/5 • 9/6 LCrh; h C + + 6' 7 ■ 44C ( 1Cr') ASSA / ECONOI.1Y ACCORDION SHUTTER Crt PRODUCT RENEWED ACCEPTANCE No. gg .D( EXFLJ4TICN DATE Ikf Q 1. 0 I I' OD c "CONTROL DIVISION BULD:NO CODE CC:.li LI.:NCE OFFICE CEILING MOUNTING INSTALLATION - SECTION 81 NOTE : SCCGC* ;S E & BI CAN 0'( CO4I3'CD AS A?PLICJv?LE. Ari!;0'iEO AS COMPLY)) O 571TI1 TI!; SOUTH fLOGIilA CU11.DI1;r. CODE r7E. J 2c 11 _)I .1 P�tO ,,,CT C1)11 HCL Di' /1.3101 CUITOI�;c CUE CO,NI)'LIANCE OFrICE ACCEPTA,ICE r;o,gi> 605 01 DADS COUNTY •C1r111 10401 i 98 - 14 cR,4 W',w 9 ►4 PI C O 6 Or • ALTERNATIVE 1 WALL MOUNTING INSTALLATION - SECTION Al STUD C. CO. woof' 2 4 0 .NNNht•N MA* In 1 —SEE SCHtrJLE FOR NNIUVU SEPARATION 'S 10 COSS CC D05TING w^Nc0W CFI S. G. D. yr • • 1 1 T VC SCA o s 0. C. HE'* P. T. T • 6 (2) 1/( • : 5 t.c SL RC.+S • cAcH SUD (vOw'C1H CF SW N-0 w/ Y u PUcwrc. trro sruo VOTES; 1, INSTALLATIONS IRE ONLY VAUO r041 BUILDINGS WTTH DESCH l:1kO VP TO 2, NEw 2 x 6" P. 1. TO BC SOUTHERN ME No, 2, SURFACED CRY WMTH 19 x u. u. c. w/ setc•rc OErSrrf or o. 55. 3, FOR NEw w000 FR..uE CONSTRUCTION: w000 UNBE'TtS 10 BE SOJIHCRN P,NE No. 2, w/ sPLCIF)c o[NsrY or 0.55 on COUAL, i f 10 . S S. S. S. u, S. / 3/3 1 • 7 /Q - t.C++C NT,G+ BUSH aY. (11p. BOTt0 J). INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 2+ o r<c u rJ0 w0 HE.AOEP R COUIT.0 SEt SCHMI.ILC FOP VNIUUu- SEP /?.','O N • S 3- - TO c .s S CF COSMIC w,NCCW Cr? S. 0. (31 0 0 NW* '0 • 14 • 3/4' S. S. S. u. 5. • 6 0. C. ALTERNATIVE 2 4' • . 3 LONG LAC SCAEw • • 0. G. w/ 1 1 / T un. Pt ATUN TO 1,x5)' ; YOGA ■fh^CP. 1 10 • 3 S. S. S. u. S. WI/ 3/6 . r 5/6 1 'N0 mrLON BL SHIG. CTYp. TOP). WALL MOUNTING INSTALLATION (OFFSET) - SECTION A2 /1 / .-, / r7 .7 3 i 10 1 3 5. S. 5. u. S. w'/ 3/8 • • 5/6 L0J;0 N^(LoH BUSH (1'L) 10 S. S. S. u S. V/ 3r • 1 7/6 LC 5 NYLG l EVSHItr,. (Tr?. E•OTTOU). 0R 0 R1@ 1' • 4' • 1/'f (w ) 4051 -T3 N, TW: (Cat) w/ (2) 1/C • r 5 V4 s-E•s • U.S STUD (4'0i H C{ STUO) AND w/ Y vr,. P'fTCT A cr nro txsnrt 511.0. SEE SCHEDULE FOR uo2“uu S EpJo��ON 'S TO CJSS OF (11ST1q; wI;C•Ow C47 S. C. 0. / ti sE 1%.1t. T1llfT TTiT1N9 l]101Ncc*•)o cx IIJI r»1 k I. 7R. P h. 1 1. w7 w 0.4•373 RL•[r 11 114 n-• I c)6)n 1 -1110 • Fa 1 t r~341 1 -111 *AL TV( A. Tsar .N., P. C. n on ni ic, 1 41147 �-- w000 CP PCCUIRE0 ALTERNATIVE 3 SCE SCHECULI FOR u'N )J SE Cx •s- TO CUSS OF E1r5TIrY, w•.■;00w OP S C. D. ALTERNATIVE `r PRODUCT ice.. IN ,T) ACCEPTANCE r % 0T4,.0I EX La TIONDAT 1\c\kIod■k•QsA -Q \ -01 By • ...I PRODUC 'ONTROL DIVISION BULLDN'G CODE CO : \TPLIA.ACE OFFICE - I. M •cxG rTO w1 • 7 • 1/6 (u'Io.) 80re -13 ALLOY ALUu1NUu TUE( Cc• . f 101+C u scPEws o 6 O. C w TO 1' 1 1 vn. rcNctrAnc4 E1r,1NC )1000 14ICCR 1 10 r r S. S. 5. u. S. w/ 3/6 • • S/6 l IC M ot+ 0 U4+n+C (TYP. TOP). bro. • HE** P. T. 7 • 4' Con!. 'w/ 1/4" • • 5 LONG LAZ StA CwS • 6 0. C. w/ 1 1/7" u n. PET,'TF.AT1Crt TO COSrloo WCJ0 HC,DCR. f 10 x 3 S. S S. u. S. w/ 3/6 0.5/6 LONG 1,Y1L•1 B'J5r IT G. (Typ. TOP). ROLLINGSHIELD.• INC. 1r1) d>0D N.w, 119 STRLET HNLEAN, FloP10A 3-)018 f 10 . S S S S. Ir. S. w/ 3/3 • • S/6 l0 +C BUSU,NC (r -D ) II II II U ASSA / ECONOMY ACCORDION SHUTTER Coil. EC'...L TO ♦2.,TCPu1M ©0R 0R 10 • 3 5. S . 5/6 t.0 3 N ON 9'JSHINC ( Gont. EC4.1AL TO I.LJEP..UJ,TTrE 1 v n APPROVED AS CONIT-WiC, WITH TEE SOUTH FIOrCRA OUILOI)i( HOE OATS_ - 1 _0 1 9 E _?. 19 sY _Wc. /; PRODUCT COPT 0'. UI`i.S UN OUILOI) O COOS Cl)',li'LIANCE OFFICE ACCLP)A)ICE t10:` • 06_05.0.1 DADE COUNTY AS S NC>M'N scut 1/14/91 OAT( le 98 — 14 OR.A K N 0 F+o $HILT 4 OF 9 ALT[•1Vn1tvr TO COr+NtC1 Al 10%' UP, US( 1 r 3/4' S. 5. S. u, S. OR 3/1E • L'vrn. POP F tTS • E 0. C. Al T)-+5 LOUTO01. CLASS Or C xr5Tlr s J �1L0+ CA S 0. D. 1/c • • 1 1 r ukc SCP.fx5 ♦ 6" 0, C ALTE R,WTTVELY TO CONN,C•2102i Al 10P UP, USE /10 x 3/4 .S. S. V. S. OR 3 AJvm. POP RIVETS O 6 0. C. AT THIS 1.(X. ON. cuss or ExtSTIr 4,'.4+30+' C+1 S. C. D. ✓ f 14 it 3/! S. 5. S. 5. • 6 0. C. ALTERNATIVE 1 7 • J CR 4 OR S r 123 Hum. ■rrlt (6:.{.3 --T3 A;11✓t. NCw P. T. 7 • 5 Ca+t (2) 1/4' 4 x '.S' LAC S...1 • [rON ST O (u4704Tri CC STUD) /ro w/ 7 u'r,. PETETR,U710N 1■10 STUD 10 x3/4 - 5. 5. S. V. 5. OR 3/15 • Iy'vrn. POP R, s • 6 0. C.-- S. u. s. � R 3 6 5. • A,'vrn, POP 0 6' 0. C. 1/( • -20 S. S. DOLTS • t Y 0. C. w/ NVT * wlsr[R ALTERNATIVE 2 SOU 1/ • -?0 S. S BOLTS 0 12 0. C. W/ N,Ir 2 bC+SH6i r 3 OP e 'r •.114 Asm, M+CIC (5 -15 ALLAY. 'R© f 1D r 3 5 . u . 5. G lO 4 ' 6 1 E OTy. P.OTT J). 1' • 4' • I/( (14'44.) ■•51 -T5 AL •*, Mt.( (Co- w/ (2) 1/C x ■ S LC SCRCwS • t Oi STA ( >4 D7 Cr 5 Ar`Q w/ r w PErtTPAr0 INTO ST1.0. 1 D • 3/C S. S. S. L. S. 01 .' 12`41-5 3/IC 0 P12`41 • r G. c. 3E 00 10 • T S. u. S `r/ 3/6 • x 7/6 NYLON E'JSrU40, Cr?. BOTT0u). WALL MOUNTING INSTALLATION (OFFSET) - SECTION A' 1 10 x 3 C S. 5_ S. V. 5. 09 3/15 0 AJvm. POP F:r:'T5 • E 0. C. •+000 T1evSSCS 04 RAIr(R • 24 o. c. t'CGt. Aco 11 • 3/4' S. S. S. w. S. • o C f 10 x S S. S. 5 u S W /3/r x � 5/r l.0 +IC MLC■ .r;44 (Tn.) / 10 r J 4 s S S. u. S. 0P. 3/16' • Hvn. POP Pre CTS • 6 0. C. ALTER`:ATT,LY 10 COrr:Cc on AT TOP UP, USE fl • 3/4 S. S. S. Y. $ 00 3/16 0 Alum. FOP PryfTS O 6 0 C. AT T115 LOCATKM. SEE SCH£OIJIE r C+1 Mn, SCPAP..Ar•04l Y 10 CLASS O Cr SIT,: Ca 1. C 0 1' • 4' • I/( (N1.) 2: Ar r,. Tv W. / (2) 5/16 • • C L. ScP Cw5 T O UCN PAr T31 CC TR LP 5 =ATE Srt1 C1 , AT 10.10 T'/ Cr r JCV �' 5 (r u'. h01n K4 ra D n1 r 41.1. PErCRAnr (/ 1 0 r 3 5 S W 5. 3/5" • • 5/6" LL+7J N LU+ BUSrl ('r7 104) f 10 x 3 5. u' S w/ 3/8" • • 7/2i' L0+1C hYLCrr BUSKING (Tr7. E-0R0u). 7 x •-01 occ K n:.J CEILING & FLOOR MOUNTING INSTALLATION - SECTION B' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 10 x 3/4' S. 5. S. 1. S. OR 3/16 0 Nvm, PLOP Fc^47. 0 6 0. C. TLSTiNv t LW34NCourr3 cow ►,1xr 11,101 K•'. )..,. Y .. 117 10.0.4 0» c 4. ?', .- ►JI M II,,, 1 (1 -140 , /a ; pot,x71 - x71 WLTTA A. T)UJT Jr ., P. L l 1 r Mr„ II. 4 44 4147 I 1 rrOTES 1. .uArc 1S AAE 0r+lY V?:JO fc 1 0u 0S X11 005 LOAD Ur TO 73.3 p •.r, A,`l0 9•-Cr uc1. SHUTTER SPA`! 2 N'E* 7 x 6' P. T. TO EC SCUT1-IER`1 Pr+E No. 2, SUFfA%CD ORY 07TH 19 s u. u. C. w SPECIFIC OCh'S(TY CC 0 '.J. 3. FOR NC* *000 R A.JE CO`,SIRUC1 4: '000 u£uDCRO 10 BC SOIITILRH P2-;E No. 2, W/ SPEC1r1C OENS4TY Or 0.55 OR (C'J4_ • ASSA 1x,. •C B) ROLLINGSHIELD, INC. 12! ?00 H.W, 119 STREIT 011+1 CAN, rL0Rl0A 33016 j CT ar.:\T ACCE ?TA\•CE No- EXPIRATION DATE 41 - 01 - PR ODU,'O.+TROL DIVISION B:1LDING CODE COMPLIANCE OFFI•E APPRO' /EO AS CO!,MPLYl`iG 1':lill TIIr SCUTH FLG^IDA CULOINC CODE o,\rE. () JC 29_. I? FG1 DU'Cr COMk.i) 1){V 13UILGiP;G COOL COMPLIANCE OFFICE Accu'rANc( nn.96::.6 ? .5.0. ECONOMY ACCORDION SHUTTER ►Q1 •f . M • KR.•71m' ►a1 DADE COUNTY M S ViO'4 5 GU1 2/16/93 Cl.A1 98 - 14 C,& wly 0 I+o • oc CT 7 Or • 1JAXIIJUL1 DESIGN LOAD "Yr (p.s.f.) WALL UOUNTWG INSTALLATION AT TOP OR B0TT01 (TO CONCRETE) `e ALL MOUNT ING INSTALLATION AT TOP OR BOTTOU (10 1.MASONRO FL OOR/ 1iiG .G 1JOU "rT7117G INSTALLATION TOP OR BOTTOu (TO CONCRETE) HOTS 1 14 2 44GTE 3 ROTE 1 H GTC 2 1401E 3 NOTE t 4401 C 2 ROTC 3 F P 01,4 4 5,1 10 61.8 9' 9" 9" 9 9" 4 1/2" 9' 9 8 ' y' 9' 7 7 r 5' 9' 7 5' FR01.I 61.9 10 75.3 v 5 8 1/2" 9" 8" 2 1/2 9' 9' T y' 9 4 1/7" y' 7' 3 9' 5 1/2' 4 1/2' FPO.1 75.4 10 91.4 9' S' 6' 9 Y' - 9' 7 1/2"` 1/1" FR01.4 91.5 TO 120.0 y' 4 1/2' 4 1/2" g' - - 9' 5 1/2 5 1/2' FRO34 170.1 10 168.1 ■ 7 1/2' 4 1/2 - . 2 1/2 - - 7' 5 1/2' S FPO1.4 168.2 TO 226.3 4 1/2' 4 1/2' - 7 - - .5 1/2' 5 1/2' - 1.+nX1 DCS,CtI LOAD 'n' (p.4 14 iuuu PA/1CL SPAN 'L' (Tr) 1.0it4.•Ju ! TO C • .. • . .. 45 1 12' -0' 13' -0' l 4' 4' 47,8 12 -0' 12' -8' 4' 4" 49.0 12 -0' 17'-5 4 2 1/7 50.5 12' -0' 12' -4' 4' 2 1/2" 57.0 12 - 42' - 7 4' 2 1/2' 52.4 17 -0' 12' -1' 4' 2 1/2' 55.0 11' -10" 1 1' -1C 4- 2 1/4' 55? 11' -1U' 11' -1G 4 ' 2 1/4' 55.8 11 -4 11' - 5 ' 4' 2 1/4' 57.2 11' -4' 11' -r 4' 2 1/4' 56 0 11-4' 41' - 5" 4' 2 1/4' 56.0 11-4' 11' -5 4' 2 1/4' 59.5 11-4' 11' -4" 4 2 1/4' 59,7 11' -4' 11' -4' 4' 2 1/8' 61.5 11-7 11 S 2 1 /8' 51.8 11' -1' 11' -1' 4' 2 1/8' 61,9 11' -1' 11' -1' 4' 2 1/E 63.4 41' - 0" 11• 4' 2 1/8' 63.5 11' -0' 11' -0' 4' 2 4/8' 63.7 11' -0' 11' -0' 4' 2 1/5' 66.9 • 10' -8' 10' -6' 4' 7' 67.0 10' -8' 10' -8' 4' 7' 14.IY'v'Ju DES CJ LO• 'M' u4zwuu P &'LEI SPAN 'C (R.) uwv.7u SLP4,a,4r 4 ' S' 10 CUSS (n.) (p.s 1.) .. • . .. 125.3 67.5 10' -E 10' -8' 4' 7 70.1 10' -6' 10' - 5' 4" 7 71.1 10' -S 10' -5' 4' 7 71.4 40' -4' 10' -4' ! 430.9 '71,5 10' -4' 10' -4' 4' 131.6 72.9 40' - 3' 10' - 3' 4' 134.3 70.1 10' -1' 10' -1' 4' 1, 75.2 40' -1' 10' -1' 4' 137.9 73.3 10' -1' 10' -1' 4' 140.7 77.0 10' -0' 10'-0' 3 1/2' 2' 77.5 9•-11' ' Q' -11'' ' 3 1 /2 - 7 78.8 • 9' -10" 9' -10' 3 1/2' 7 60.7 9' -9" 9' - 9' 3 1/r r 81.5 9' - 9' -E 3 1/7 7' 82.5 9•-I5 9' -E 3 1/7 7 8-3 4 9' -7 9' - 3 1/2" 7' 65.2 9' - 5' 9' -5 3 4/2" 7 8.6.7 9• 9' - 5' 3 1/2' 7 66.8 9' - 5 - 9' - 5' 3 1/r 7 68.5 9' -4' 9' -4' 3 4/7 7 90.3 9' -3" 9' -3' 3 1/7 7 90.8 9' -7 9' -2' 3 1/7 2' u4,xluUu OCSO• L0'0 .1( (P.3.1.) 1.y...x NUu PA`IEL Soh`I 'L' (n.) • wiNLtyl.1 SCPA 14284 'S' TO CUSS (1n.) • .. • . .. 125.3 7' - r 7' -7 2 7/8' 7 125. 7' -6 7' -6' 2 7/8" 7 125.7 7' -6 7' -5' 2 7/8' 7' 179.0 7'- 4' 7' -4' 2 7/r 7 430.9 7' - T - 3' 2 7/8" 2' 131.6 7' -2 7' - 2' 2 7/8' 7 134.3 7' -1' 7' -1' 2 7/8 2' 136 2 6'- 1 1' 6'- 1 1' 2 7 /5' 7' 137.9 6' -10' 6' -9' 6' -10' 6' -9' 2 7/0 2 7/8' 2' 2' 140.7 142.8 6' -7 6' -7' 2 7/0' 2' 143.•, 6' -r 6' -r 2 7/8' 7 147.0 6•-5' 6' -5 2 7/8" 7 1 48.4 6'-4' 6' -4' 2 7/8' 2 152.6 6' -7 6' -2' 2 7/8' 7 153.1 6' - 7 6' - 7 2 7/E 7 156.8 6' 6' 2 7/6 2' 157.5 6' 6• --0' 2 7/8" 7 1578 6' 6' 2 7/0' 7 160.8 5• 5' - 11 - 2 7/8' 7 161.7• 5' -10' 5' -10' 2 7/8" 7 154.4 5' -9' . 5 - -9' 2 7/8' 7 W .Uu CESlCN LN3 '•,'. (p.34.) ukruuu PtivR SPAN 'L' (M ) 1 5CP, TO CLASS (In.) . • .. • •• 91.4 9' -2' 9' - 7 3 1/7 7 92.7 9' -1' 5' -4' 3 4/7 7' 93.8 9' - 0' 5' -0' 2 7/8" 2' 04.8 9' 9' - 0 . 2 7/e 7 95.6 8' - 11' 8' - 2 7/6' 7' 05.8 8' - 11' 8' - 44' 2 7/8" 7' 97.7 8' - 10' 8' - 10' 2 7/8' 7' 100.5 8' -9' 6' -7' 2 7/8' 7' 101.5 8' -8' 8' -3' 2 7/8' 7 103.7 5' -r 8 -r 2 7/8' 7' 106.5 8' -0' 8' -6' 2 7/8' 7 1088 8' -5 5' -5' 2 7/6' 2' 140.6 6' -4' 8' -4 2 7/8" 7 411.0 8' -4' 8' -4' 2 7/8' 7 114.1 8' -7' 8' -7 2 7/8' 7 116.5 8' -r 8' -r 2 7 /a' 7 116.9 8' -1' 8' -1 2 7/e' 7' 117.6 6' -1' 8' -1 2 7/8' 7' 119.7 8'-0' 8' -0' 2 7/6' 7 120.0 8'-0' 8' -0' 2 7/5' 7 - 10 ' 2 7/8' 7 7 121.2 7' - 1C . 1225 7' -9' 7' -9' 2 7/0 7 & cuLA., C(S+OI 4Cu0 v4.r Ptiti'CL $PJ?4 'L' (11.) ■1■■;■U11 SCP,P,•nC11 'S• T' CLS, (1',) LESS OH EOU41. THAN 9' -0' 2 155.2 5' - 9' 5 - 9• 2 7/8' 7' 168.1 5' - 8' S • - B - 2 7/3' 7 168.7 5'_ 5. _ 7 - 7 7/5' 7' 470. 5' -7 5' _7 - 2 7/C r 175.5 5' -S 5._..,.., 2 7/r r 175.6 5' -4' 5 •_ t • 7 7/6 r 160.3 5' - 5 ' - S 2 7/8' r 168.0 5' - 0' 5' -0 7 7/8' r 195. 4' -IC' 4' - 10" 2 7 / 8 ' 7 197.2 4' -Ic 4 2 7/e 2' 199. 4' -7' 4 •_9' 2 7/8' r 204.7 4' -r 4 ' _T 2 7/8 7 211.3 4• -54' -r 2 7/8" 7' 216.9 4• -4' 4 • _ 4 ' 2 7/6' 7 221.6 4' -3' 4•_ 2 7/8' 7 225.3 4' -7' 4 • - r 2 7/8' 7 SHUTTER SPA4I - L (It.) r /r trn. 1.41NIIaU1.4 SEPARATION '5 (in.) LESS OH EOU41. THAN 9' -0' 2 7/8' , > 9' -0' TO 10' -0 I L__ 3 1/2" > 10' -0" TO 12' -0' 4' MAY.IMUM DESIGN PRESSURE RATING "µ/' (p.s.i.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + (VALID FOR SECTIONS A A1, 8, 81, 82, C Lc C1 ON SHEET 2 OF 9). VALID FOR UP TO 3 =0 .A IA4U}.1 SPAN. ANCHOR SPACING LEGEND • (1) 1,40,k. ANCHOR SPCC, VALD FOR SPANS OF 5' - OR LESS. (2) Mos. ANGHOR SPCC. VALID FOR SPANS GREATER THAN 5' -0' TO 8' -6". MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. (VALID FOR SECTIONS A, Al, 0, 81, 82, C C1 ON SHEET 2 OF '0). >'10TE: 0ES■GII PRESSURE RATING CORRESPONDS ONLY TO NEC.AT4,E PRESSURE (SUCTION) LOADS, AGCORDANCC W)TH ASCE 7 -P,5 CP.rTER1A FOR A Gr,_N OPENING. 12 NCGATrVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPEENING, THE POSITIVE PRESSURE 5I1Lt AUTOLIATICALLY OUALIFY AND NEED NOT TO BE CHECKEO. USE TA.PCON ANCHORS, ZAL,IIC N.AILIN b: RA'X;. CALK - INS FOR INSTALLATIONS W/ DESIGN LOADS OF TO 75.3 p.5.!, USE ONLY TAPCON ANCHORS & RA'KL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER T}1AN 75.3 p.s.f. VAXIVUIJ ANCHOR SPACINGS ARE VALID FOR 3' EDGE DISTANCE. FOR E. 0. LESS THAN 3 REDUCE ANCHOR SPACING EY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR RAKL CALM, -IN ANCHORS IS 2 1/7" ). A0TU E. D.= EDGE DISTANCE 2 1/2 2' FACTOR .75 .50 1 2 ANCHORS REOUIREO TAPCON OR RAWL CAU< - IN ZA.1.1AC IWUN TAPCON OR RAWL CALK -IN UP TO 75.3 p.s 1. > 75.3 p.s.l. TO 228.3 p.s.f. ANCHOR LEGENDS S = ANCHOR SPACING GWEN ON SCHEDULE STAGGERED ANCHORS ANCHORS USEO W/TPACK 'A' (TOP 84 BOTT0L4) SI -1A1_L BC I1ISTALLE0 TABLE 1: 81U44JU■I SEPARATION 'S" BgwEEN GLASS AND SHUTTEP FOP A OMEN SHUTTER SPAN 'L , FOR SHUT fERS INSTALLED W(9HIN THE FIRST 30' -0' A90'E GRADE OF A GrCEN EUILDINC. 30' - ELEVATION SHALL BE 11E)SURED AT BOTTOM OF SHUTTER. SEPARATION 'S" TO BC PE/SURE AS INDICATED ON SECTION 0, SHLt..I 4 OF' S, • FOR SHUTTERS INSTALCO Wf7H.:•! THE FIRST 30' -0" ELEVATION OF BUILOIrIG. SEE TALE 1 FOR MINILlU1 SEPARATION TO GLASS FOR SPANS SHORTER THAN THE 1.1 ..YIUU1A ALLOWEO SHOWN ON SCHEDULE, .• FOR SHUTTERS INSTALLED ABOVE 30' -G ELEVATION OF BUILDING, JE1SURED AT BOTT01 OF SHUTTER. TIUIT TTTTINO R C7•QIHCCA140 CxD2, ANT 4s41 kV. )wr M, P» 117, ■•••<6.4.4 04C 06. ntrc• >7114 ►*.a 1 074)471 -1W , Fa , (105)f11 - 10.11 L - E A7 INC. r4• :_ TC7t A T.LLIT J-„ P, e . ASSA / ECONOMY $41 )nc.r v, 11• 17 98 - 14 DitAwIto 944eCT 6 C( 1 , OL INPsH.Lice ,16..'. e900 kw, 119 STREET i;4. (AK FLOPoDA 33016 V/ -7/ ACCEPTANCE No. E•LPIRA 10NDAic�OJRQwtA�n - J • • A F <ODL' F. CONTROL DIVISION B;ILD:SG CODE CO`.IPLIA.\CE OI FICE Ai'F7'7;E0 ■S COMPLYING 1'IITII Tlli SOUTH FLORIDA CUiLDING CODE FROC�C1 C0 ,1, �. CI`;ISIUrI SUILCiC 000E COMPLIANCE OFFICE ACCEPIAICE rlo.g'DIOS. 0 ACCORDION SHUTTER DADE COUNTY AS Sr-04N SC ALL 2/ 46/96 sAt r /r trn. I L__ MAY.IMUM DESIGN PRESSURE RATING "µ/' (p.s.i.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + (VALID FOR SECTIONS A A1, 8, 81, 82, C Lc C1 ON SHEET 2 OF 9). VALID FOR UP TO 3 =0 .A IA4U}.1 SPAN. ANCHOR SPACING LEGEND • (1) 1,40,k. ANCHOR SPCC, VALD FOR SPANS OF 5' - OR LESS. (2) Mos. ANGHOR SPCC. VALID FOR SPANS GREATER THAN 5' -0' TO 8' -6". MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. (VALID FOR SECTIONS A, Al, 0, 81, 82, C C1 ON SHEET 2 OF '0). >'10TE: 0ES■GII PRESSURE RATING CORRESPONDS ONLY TO NEC.AT4,E PRESSURE (SUCTION) LOADS, AGCORDANCC W)TH ASCE 7 -P,5 CP.rTER1A FOR A Gr,_N OPENING. 12 NCGATrVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPEENING, THE POSITIVE PRESSURE 5I1Lt AUTOLIATICALLY OUALIFY AND NEED NOT TO BE CHECKEO. USE TA.PCON ANCHORS, ZAL,IIC N.AILIN b: RA'X;. CALK - INS FOR INSTALLATIONS W/ DESIGN LOADS OF TO 75.3 p.5.!, USE ONLY TAPCON ANCHORS & RA'KL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER T}1AN 75.3 p.s.f. VAXIVUIJ ANCHOR SPACINGS ARE VALID FOR 3' EDGE DISTANCE. FOR E. 0. LESS THAN 3 REDUCE ANCHOR SPACING EY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR RAKL CALM, -IN ANCHORS IS 2 1/7" ). A0TU E. D.= EDGE DISTANCE 2 1/2 2' FACTOR .75 .50 1 2 ANCHORS REOUIREO TAPCON OR RAWL CAU< - IN ZA.1.1AC IWUN TAPCON OR RAWL CALK -IN UP TO 75.3 p.s 1. > 75.3 p.s.l. TO 228.3 p.s.f. ANCHOR LEGENDS S = ANCHOR SPACING GWEN ON SCHEDULE STAGGERED ANCHORS ANCHORS USEO W/TPACK 'A' (TOP 84 BOTT0L4) SI -1A1_L BC I1ISTALLE0 TABLE 1: 81U44JU■I SEPARATION 'S" BgwEEN GLASS AND SHUTTEP FOP A OMEN SHUTTER SPAN 'L , FOR SHUT fERS INSTALLED W(9HIN THE FIRST 30' -0' A90'E GRADE OF A GrCEN EUILDINC. 30' - ELEVATION SHALL BE 11E)SURED AT BOTTOM OF SHUTTER. SEPARATION 'S" TO BC PE/SURE AS INDICATED ON SECTION 0, SHLt..I 4 OF' S, • FOR SHUTTERS INSTALCO Wf7H.:•! THE FIRST 30' -0" ELEVATION OF BUILOIrIG. SEE TALE 1 FOR MINILlU1 SEPARATION TO GLASS FOR SPANS SHORTER THAN THE 1.1 ..YIUU1A ALLOWEO SHOWN ON SCHEDULE, .• FOR SHUTTERS INSTALLED ABOVE 30' -G ELEVATION OF BUILDING, JE1SURED AT BOTT01 OF SHUTTER. TIUIT TTTTINO R C7•QIHCCA140 CxD2, ANT 4s41 kV. )wr M, P» 117, ■•••<6.4.4 04C 06. ntrc• >7114 ►*.a 1 074)471 -1W , Fa , (105)f11 - 10.11 L - E A7 INC. r4• :_ TC7t A T.LLIT J-„ P, e . ASSA / ECONOMY $41 )nc.r v, 11• 17 98 - 14 DitAwIto 944eCT 6 C( 1 , OL INPsH.Lice ,16..'. e900 kw, 119 STREET i;4. (AK FLOPoDA 33016 V/ -7/ ACCEPTANCE No. E•LPIRA 10NDAic�OJRQwtA�n - J • • A F <ODL' F. CONTROL DIVISION B;ILD:SG CODE CO`.IPLIA.\CE OI FICE Ai'F7'7;E0 ■S COMPLYING 1'IITII Tlli SOUTH FLORIDA CUiLDING CODE FROC�C1 C0 ,1, �. CI`;ISIUrI SUILCiC 000E COMPLIANCE OFFICE ACCEPIAICE rlo.g'DIOS. 0 ACCORDION SHUTTER DADE COUNTY AS Sr-04N SC ALL 2/ 46/96 sAt UAYI1JUM DESIGIr LOAD "w' (p.s.f,) AT WALL 1-40U`TTING INSTALLATION TOP OR BOTT0M (TO CONCRETE) WALL 1.10UNTING INSTALLATION AT TOP OR BOTTOM (TO 11ASONRY) FLOOR /CEILIrNG 1JOUr1TING TOP p OR BOTI OM O BOTT I (TO C CONCRETE) 4401E 1 440?t 2 NOTt 3 94DT 1 NOTI 2 ■407E .3 s4:rE 1 1401 2 "Qrz 3 FA 01.4 45,1 10 61.8 13' -1 9' S' 49.0 S 9" 9' 4 1/7' 9' g . 8 ' 4' 9' 5' 12' -0' 7 7 7 S' 9' 7 5' FROr 1 61.9 10 75.3 55 0 y 9 8 1 / 2 ' 9' 6" 2 1/2' g' g' 7' 17 y• 9' 4 1/2' 9' 7' 3 9' 5 1/2' 4 1/2" FROM 75.4 10 91.4 4' 9' g 1T-0" 6" 9' 3" - 9' 7 1/2 1/2' FRO1`l 91.5 TO 120.0 59.7 9" 4 1/2 4 1/2 8 - - g' 5 1/2 5 1/2 FROM 120.1 10 168,1 7 1/2' 4 1/2" 61,9 - 2 1/2 - - 7 5 , / r - FROM 168.2 10 226.3 4 1/2' 4 1/r 11' -8' - r - - 5 1/7 5 1/2 - uVcluuu OCSrc : LOAD • Ar FA1CL SPAN 'L (f1.) uN■wu SEPARATON 'S TO CLASS ('.n.) (2.1 1.) • .. . .. 45 1 17 -0' 13' -3 • r 47.8 I: - 13' -1 4' S 49.0 12' -C' 13' -0" 4' r 50.5 17 - 0' 1:' 11' 4' 3" 52.0 12' -0' 12' -10" + 3" 52.4 12'-0' 1T 4 Y 55 0 17 - 0 12•-7' 4 3' 55 2 12 - 0' 1 2' - 7' 4" 3 55.6 17 12' - 6' 4" 3 57.2 17 12• - 4' 4' 2 7/8' 58.8 12'- 12' - 4' 2 7/8' 36.8 1T-0" 1 2' -2' 4' 2 7/5 59.5 12' - 0' 12' - 1' 4' 2 7/8" 59.7 12' -0' 12' -1' r 2 7/8" 61,5 11' -11' 11' -11' 4' 2 3/4' 61.8 11' -10' 11' -10' 4' 2 3/4' 61,9 11' -Id 11' - 10' 4' 2 3/4' 83. 1 1•-9' 1 1' -4' 4' 2 3/4' 63.6 11' -8' 11' -8' 4' 2 3/4' 83.7 11' -5" 11' -8 4' 2 3/4' 86.9 11' -5 11' - S' 4' 2 3/4' 67.0 11' -3' 11' -5 4' 2 3/4' WAY luUu D E S '.C.-s4 Lao 'M' u4.X1uuv PANtI SPAN 'L' (rt.) utr, ',uUv SQ'ARAT431 ' TO GLASS ( (p.31.) .. ., •. 67, 11 '... 4 " 1 1 4' 4' 2 1/7" 70.1 11• -7 11' -r r 2 1/r 71.1 11' -1' 11' -1' r 2 9/7' 7 1.4 1 1' -0 1 1' -0' r 2 1/1' 71.5 1 1' -CJ 11• -0' 4' 2 1/2' 72.9 10'- 11' 10' -11' r 2 1/2' 75 1 10' -9' 10' -9' 4' 2 1/7 75.2 10' -9' 10' -9' r 2 1/2' 75.3 10' -9' 10' -9' 4" 2 1/7 77.0 10' - 5 10' -a- ( 2 1/2' 77,5 10• -7 10' -7' - r 2 3 /a' 78.8 10' - 5 10• r 2 3/8' 6.7.7 10' - 5 10' -5 4' 2 3/8' 81.5 10' -4" 10' -4' r 2 3 /E' 52.5 10•-3" 10' -3' 4' 2 3/8' 63. 10' -3 10' -3' r 2 3/8' 65.2 10' -0" 10'-0' 3 1/7 2 3/8' 66.7 10' -0' 10'-0' 3 1/2' 2 3/8' 66.E 10' - 0' 10' - 0" 3 1/2 2 .3/8' 68.5 9' - 11' 9' - 11' .3 1/7 2 1/4' 90.3 9' -10" 9' -10' 3 1/2' 2 1/4' 90.8 9' -10' 9' -10' 3 1/r 2 1/4' 1s/&7tL1UU 0CS4• L0-40 • T' (p.a.'.', VAX uvu PANEL SPAN 'C (rt.) vrtuuu SCPAAATICtt '9" TO CUSS (•.) • .. ., •. 125.3 6' - 0' a' -0' 2 1/7' 7' 125.6 7' -11' 1' -11' 2 1/2" 2' 126.7 7' -11' 1' -11' 2 1/r 2' 179.6. 7' - 8" 7' - 8' 2 1/2" r I 130,9 7' - 5 7' - 8" 2 1/2' 2 I 131.6. 7' -7" 7' -7' 2 1/1" 7' 134.3 7' - 5" 7' -S 2 1/7" 7' 135,: 7 -4' 7 - 4' 2 1/2" Z 137,9 7' -S 7' -3" 2 1/2" r 140.7 7' -1 7' -1' 2 1/2" 7" 142.5 7' -0' 7' -0' 2 1/7' 2' 1 4 3.5 6 6'711' 2 ,/r 2- 147 6' - 10' 6' 10' 2 1/2" 2" 148.4 6' - 9' 6' - 9' 1 1/2" 7 152.6 6' - 5 6 -6' 2 1/7 2' 153.1 6' - 5 a' - 8' 2 1/1 r 156.6 C C 2 1/z" 2' 157.5 6' -- 4 ' 6' -4' 2 I/2' r 157.5 6' -4' 6' -4' 2 1/2" 7' 160.6 6' -r 6' -7 2 1/7 r 161.7 6' -7" 6' - 2 1/2" Y 154. 6• - 1' 6' -1' 2 1/7 7• I.I,YUUu 0[51:•1 LOA"' "W' PANEL SPAN 'L' 11) Nr9luvu 9(PARAnC+t 'S TO CLASS (n.) (9.4.1.) . ., . .. 9 9•-9' 9' -9' 3 1/2' 2 1/4' 92.7 9' - 8' 9' 3 1/7 2 1/4' 93.8 9' - 8 9' - T 3 1/7" 2 1/4' 94.8 9' -7" 9' -r 3 1/r 2 1/4' 95 6 9' -5 9' -5" 3 1/r 2 1/4' 90.8 9•-6' 9' -S 3 1/7" 2 1/8' 97.7 9' -3' 9' -5' 3 1/2" 2 1/5 100.5 9' -4' 9' -4' 3 1/r 2 1/8" 1015 9' -3' 9' -3" 3 1/7" 2 1/5 103.7 9' -2' 9' -2' 3 1/7' 2 1/8' 106_5 9•-0' 9' -0' 2 1/2' 2 1/8" 108.8 8' -II' 8' -11 2 1/7' 2 1/6' 110.6 8' -11' 8' -11' 2 1/7' 2 1/8' 111.0 8' -10' 8' -!0' 2 1/7 r 114.1 8' -9' 8' -1' 2 1/7' r 118.5 8' -7" 8' -7' 2 1 /2' r 116.9 8•-5 8' -5 2 1/r r 117.6 8' -6' 8' - 5' 2 1/2' 7 119.7 8' -4' 8' -4' 2 1/r r 120.0 8•-4' 8' -4 2 1/r r 121.2 6•-3' 8' -3' 2 1/r r 122.5 8' -2' 8' - 7 2 1/7 7' u.kxluUU ct9Q1 LOAD .w' (p...1.) 4UYt■vu PA1CL SPAN •t' (r1) uvtluuu SCrAIU11Ct+'5' TO GVSS On.) . -0' 2 • .. 165.2 6' -O; 6'--G 2 1/7' 4' 168.1 5' - 11' 5' - 11• 2 1/7 7 ' 1587 5' - 11' 5' -11' 7 1/r 170.0 5' - 10' 5' - 10' 7 1/7" 7' 1 175.6 5' - 5 5' -5 2 1/7" 7 178 8 5' - a' 5' - 5' ` 7 1/7" r 160.3 5' -5 5' - 7 1/7" r 189 5' - 4' 5' -4' 2 1/2' 7' 195.2 5' -1' 5' -1' 7 1/7" 7' 197.2 5•-1' 5' -1' 2 1/r r 199 1 5• -0" 3•-0' 7 1/7 r 204.7 4' -11' 4' -11' 2 1/7 7 211.3 4' -9' 4' -9' 2 1/r 7' 216.9 4' - 4 -7' 1 1/7 7 211.6 4' -5 4' -6" 2 1/1' r 226.3 4' -5 4' - 5' 2 1/7 r SHUTTER SPAN 'L (ft.) FACTOR NINIUUM SEPARATION "5" (in.) LESS OR EQUAL THAN 9' -0' 2 1/2 > 9' -0' TO 10' -O" 3 1/2 > 10' -0 10 12' -0 4' ACTUAL E. 0.- FACTOR EDGE DISTANCE 2 1/2" .75 2' .50 MAXIMUM DESIGN PRESSURE RATING "v /' (p,s.f.) AND CORRESPONDING MAYIMUM ANCHOR SPACING (in.) SCHEDULE. . (VALID FOR SECTIONS 8', 81', B2' & C1' ON SHEET 3 OF 9). aCOP 06 .4a ..r ANCHOR SPACING LEGEND (I) Mos.'ANCHMt SPCA, VALID FOR SPANS OF 5' -Or OR LESS. (2) Mos. ANCHOR SPCC, VAUD FOR SPANS GREATER THAN 5' -0' TO 8' -6". (1) u,. A4,rHnP SPCC VA11n FOP SPANS t:grATFR THAN R' -F' TO Inv ALLOWED MAXIMUM DESIGN PRESSURE RATING "W' (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. (VALID FOR SECTIONS 8', 81', B2' & C1' ON SHEET 3 OF 9). NOTE: 0ES1GN PRESSURE RATING CORRESPONDS ONLY TO NEGATVE PRESSURE (SUCTION) LOADS, 19J ACCORDANCE 1'91T�1 ASCE 7 -8.8 CRITERIA FOR A CNEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WTTH THE REOUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURC mt. AUTOMATICALLY QUALIFY AND NEED NOT TO BE CHECKED, -1- USE TAPCON ANCHORS, ZA1.UC NAILIN & PAWL CALK -INS FOR INSTALLATIONS w/ DESIGN LOADS OF TO 75.3 p,s.f. USE ONLY 1APCON ANCHORS & PAWL CALK -INS FOR INSTALLATIONS W/ DESIGN LOADS GREATER.. THAN 75.3 p.s.I. MAXI9U1,1 ANCHOR SPACINGS ARE VALID FOR 3' EDGE DISTANCE. FOR E. D. LESS THAN 3", REDUCE ANCHOR SPACING 8Y MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR R.A'AL CAlX -IN ANCHORS IS 2 1/2 "). TAPCON OR RA`h'. CA; - • ZAI.IAC NAJUN UP TO 75.7 I ,.: r• TAPCON OR RAW CALK-IN > 75.3 p.s,f. TO 226.3 p.s.t. ANCHOR LEGENDS TABLE 1: NIr1iMU1.4 SEPARATION 'S SCT>titEN CLASS AND SHUTTER FOR A CrrN SHUTTER SPAN '1. FOR SHUTTERS INSTALLED Y'ITHIN THE FIRST 30' -0" A90VE GRADE Or A GIVEN BUILDING. 30' -0" ELEVATION SMALL BE MEASURED AT BOTTOM OF SHUTTER,. SEPARATION 'S" TO BE NEASUREO AS INDICATED ON SECTION 0, SHEET 4 OF 9. • FOR SHUTTERS INSTALLED •h•rTHIN THE FIRST 30' -0' ELEVATION OF BUILDING. SEE TABLE 1 FOR 3.41NRILlu SEPARATION TO GLASS FOR SPANS SHORTER THAN THE 1.•AYINU•1 ALLO'h'ED SHOWN Or■ SCHEDULE. •. FOR SHUTTERS INSTALLED ABOVE 30' -0' ELEVATION OF BUILDING, 1JEASUREO AT BOTTOM OF SHUTTER. i l / , * U., Ern,ikv. T1U-TT TLfT1010 A LH. o N [0(140 COVtANY 1)0 kV, ).v. f 1'. )11, 1/.3".4 O400f'•6, NtAnC 3.1144 My 1 WI . Iv 1 (. 74 -1 11 arr. IC CR ' T A. T11/1 Jr., P. • • t. 1. ! ■■■17 . ACCEFTANCF, N qB -Q'1 a 2 nl -t- EY'IRATION DATE �`--G211 Oi - D � PROD CONTROL D ?VISION BUILDING CODE COMPLIANCE OFFICE By PRODUCT PEN'E .'1/ ASSA / ECONOMY ACCORDION SHUTTER ROLLINGSHIELD, INC. v .:6x4, f 4 f1 1 6900 N.W, 119 STRM I4 4,CAJ1, FLORIDA 33015 tPPF.0` /E0 PS COMPLYING WITH TIIF SOUTH FLORIN', GU!I.I)IN G 0006. CATE _E 29._ 10. ( 3. OY . L''�/� 11•. F■CO!JCT CGlNro( DIVISION OUILOVIG. -0006 COMPLIANCE OFFICE ACCEf TAYCE NO.go . 01 DADE COUNTY • AS S r+J'*'H srAu 2/16/96 pATt 98 - 14 p4[A No 4W1 11041 PICT 9 Cr 0 z 1/5 A x X J Q - H 0 050 t._ Y -- 0 2 00 STUDDED ANGLE SCALE 1/L _ 0 -1" 2 118" — 093 TYP WINGNUT SCALE HALF SIZE w IO TH UNL:MITEO (PEPP TO PANEL SPAN) SECT ON N -1 xISTINC S TOUTT UPE OLIUl 1 MAHAINII I +I'I'I IL I ■ LOCATION , IJI'IIt1NAL LOCATION) 12 00 COVERAGE 13 50 FULL PANEL loop ITYPI • 72 PSF MAX. DESkGN LOAD - 87 PSF TYPICAL ELEVATION OVERLAP FASTENERS ANO STEEL TUBE REQUIRED FOP INSTALLATIONS w 2 3 60 7 a w/ STUOS Cm 6" 0 C OP DIRECT MOUNTS W/ ANCHORS Cm 6' 0 C TE1.S101 FASTENER Em 17 0C FOP DESIGN LOADS LESS THAN 0 EOUAI TO 140 0 5 F ANO CCU 6 0 C FOR DESIGN LOADS GREATEL THAN 140 0 5 F PLAN VIEW • TOP MOUNT HAY 'USE COMPONENT PART 0000 Q b DIRECT UN' . 1- TUBE S. FASTENERS (SEE PLAN VIEW b NOTE 8) BOTTOM MOUNT HAY USE COMPONENT PART 0 b DIRECT MOUNT 12 -2 - ExISTING STRUCTURE STORM PANEL SCALE 116" • 0' -1" -0 } 6 TYP OVERLAP FASTENERS TYP (SEE NC1E r 8; ALUM ANGLE CLOSURE 2 IECE . 055' r,IN TO . 5 , 055" MAX 188 090 - (TYP) 29046L8 DIRECTIOALT LEG N j 2.000- 11 "E" TRACK SCALE vL" = 0' -1" r 1i a116 GA STEEL TUBE SCALE 1/5 . 0' -1" w10TH LINLIMIT - °D (PERP. TO PANE, SPAN) SECTIONp— TYPICAL ELEVATION OVEPL AP FASTENERS AT MIDSPAN REOUIREO FOR INSTALLATIONS w 2 3 6007 Oa w/ STUDS C8) 6 0C OR DIRECT MOUNTS W ANCHORS Cd6 - OC PLAN VIEW '•( t. I 1 •/2 COVERAGE HALF PANEL 1 /5" MAX HORIZONTAL LEG OPTIONAL TOP MOUNT HAY USE COMPONENT PART 00 ( 90 FT L DIRECT •OUNT -- OVERLAP FASTENERS 15E6 PLAN VIEW b NOTE 81 BOTTOM MOUNT HAY USE COMPONENT PART 00G 7 & DIRECT MOUNT 0 "h" HEADER 2 SCALE 1 /5. - D'_1` 10 13 9 ), , 1" . 16 GA STEEL TUBE 1 YP (OPTIONAL( SEE NOTE 8 & TYPICAL 6 LE v01 lON (TYP) TRACK 0 LCALE 1 /4•• = 0' -1 " of 2 00 648 • II ALUM. TUBE STALE 1 /L" • 0• -1.. 12 (T YP wIOTH UNLIMITED (PERP. TO PANE, SPAN) SECT ALL) 5 TYPICAL ELEVATION 3 /L" HIN OVEPLAG� ANGLE CLOSURE PIECE . 125 M:N TC 125 ,, AX 7 7`,0' - U" HEADER SCALE 1 /1.." • 0' -1" TOP MCUNT HAY USE COMPONENT PART ®0®® 06 07 b OIRECT MOUNT 901TOM MOUNT HAY USE COMPONENT PART 00G 7 b DIPECT MOUNT W/ NO OVERLAP FASTENERS OR STEEL TUBE FOP A INSTALLATIONS W 2 3 6007 (T W/ STUDS p 12" 0 C. OR DIRECT MOUNTS W/ ANCHORS Em 12' 0C EXISTING STRUCTURE 1.1/2L MIN SHEAR FASTENED Er ■7 00 F06 0551311 LOADS LES THAN OR E0UAL TO 150 P 5 F AND TS 6' 0 C FOP DESIGN : 0 GREATER 1,01. 1..0 . 51 — 125 TYP 5 00 O ANGLE 0 SCALE 1/5" • 0' -1 BY — 093 TYP �I, 2.00" ANGLE SCALE : 1/5 • 0' -T" _ati£BALliOIF_S_ (MIS SHUTTEP SYSTEr. IS OES■GN'EO IN ACCORDANCE WITH THE SOUTH FLORIDA BU C006,1994 EDITION, AND THE 1995 BROW ARO COUNTY EDITION. 2 PO510015 ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERF021E0 FOR SPECIFIC 1065 IN ACCORDANCE WITH ASCE 1 -68 - MINIMUM OE51GN LOADS FOR 8U2L01NOS AND 0TH£R STPUCTUPES - . TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS 3 STORM PANELS SHALL BE 20 GAUGE STEEL 11 , .035') CONFOPMING TO ASTM A1.46 STRUCTURAL QUALITY, GRADE D. WITH A 1111 Fy • 50 K51, GALVANIZED IN IN ACCORDANCE WITH ASTH 360 ALUM ALLOY EXTRUSIONS SHALL BE 6063 - U 0 N 4 PR00L'CT MARKINGS SHALL BE W'TH1N 12 OF ONE ENO OF THE PANEL WITH A 1-1114 OF ONE MARKING PER PANEL AN: SHALL BE LABELED AS FOLLOWS OCEAN SHUTTERS MTD INC. FT. LAUDERDALE, FL 0875" DALE COUNTY PRODUCT CONTROL APPROVED 5 ALL OLTS ANO WASHERS $HAL. BE GALVANIZED CR STAINLESS STEEL WITH A MINIMU Fy • 33 K51 6 MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATEP)ALS USED IN PRODUCT TE5T1NG ALL TEK SCREWS SHALL BE 2025 -T5 OP 7075 -173 WITH AN APPROVED COATINE TO PREVENT CORROSION OR GALVANIC ACTION 7 TOP b BOTTOM DETAILS SMOwN MAY BE INTERCI■ANGEO AS FIELD CONDITIONS DICTATE PANELS MAY EE MOUNTED HORIZON -ALLY WHERE APPLICABLE 6 PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED AT OVERLAP$ AT MIDSPAN TC A 1 ■ " • 16 GAGE STEEL TUBE USING 1/4 - 20 • 3 -1/2 BOLTS W/ OIE CAST ALUMINUM WASHEREO WINGNUTS OR JACKNJTS, ISEE TYPICAL ELEVATION Ol I. PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT HQSPAN W 1/0 - 20 • 1 - BOLTS WITH OIE CAST ALUMINUM WASHEPED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION FOR PANEL SPANS LESS THAN 33 OVERLAP FASTENERS 5. TUBE ARE NOT RECUT NO STEEL TUBE ANO OR FASTENERS ARE REQUIRED FOR TYPICAL ELEVATION O3 9 THE DETAILS ANO SPECIFICATIONS SHOWN HEREIN REPRESENT THE PROOUCTS TESTED FOR 1MPACT, CYCLIC ANC UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201,202. AND 203. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION TEST REPORT No 95 -038 1.95-006 10 AT LEAST ONE WARNING NOTE PER OPENING SHALL 95 PLACED w A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE ST0RM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT "THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTrON UNLESS ALL REINFORCING BOLTS OR TUBES W/ BOLTS ARE PROPER_" INSTALLED, WHEN REOUIREO" PRODUCT RENEWED ACCEPTANCE No. ��- O f3 3. Z EXPIRATION DATE Qu u 7Z -' 004 CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE. APPROVED AS CGI PLY 1G VI TH THE SOUTH FLOR /� L -st-NG CODE / CAT BY AO • I 7 / PRODUCT C NTROL DI�'!S ON BUILDING CODEnC /OMPLLIIANNCCE/�OFFICE ACCEPTANCE N0.1CT )S0 50 O 0 SEE MIN. SEP ARATIO FR0M GLASS SCHEDULE GLASS OR 0000 0 0 0 N 0 4 O u O GLASS OR DOOR SEE MIN SEPARATION FROM GLASS SCHEDULE Ervu u_ - - _ I (1 vF` 1 . - S 11N'C S 1 II0li Ulu: ANGLE TO WALL DETAIL TENSION FA STENER (SEE ANCHOR SCFIEOUL[) TYP TOP b BOTTOrt (6�CONT c EXISTING STRUCTURE ANGLE TO WALL DETAIL - O WALL MOUNT SECTION SCALE 3" = 1' -0" W000 FRAMING EMBED (TYP ) TENSION FASTENER (5EE ANCHOR SCHEDULE, TYP TOP b BOTTOr CONT w000 FRAM,NG PANEL TO ANGLE DETAIL O D WALL MOUNT SECTION SCALE 3 1 -0" 1/4 -20 MACHINE BOLT 1. WINGNUT p 6' OR 12" 0 C USE IN CONJUNCTION WITH CORRESPONDING STORM PANE' SPAN (SEE TABLE 1) Z 0 i 1/4 MAX 1/4 -20 MACHINE BOLT b WINGNUT Em 6 OR 12' 0 . USE IN CONJUNCTION WITH CORRESPONDING slOpM PANEL SPAN (SEE TABLE it PANEL TO ANGLE DETAIL EHBEO Y 0 0 SEE HI0 SEPARATION 100.1 GLASS SCHEOULE GLASS OR 0000 ®CONT SEE MIN SEPARATION FROM GLASS SCHEDULE GLASS OR 0000 - E MB EDME NT SC -E 3 1 -0 .. SHE AP FAS I ENEP I5(( ANCHOR SCHEOULEI ivy TOP L 80T TOH NTE THIS (DETAIL MAY BE USED AT TOP OR 80T TOM OF PANELS - Ex15TING S T RUC TUR1 1/4 VIA% 1/4 -20 MACHINE 80L 1. WINGNUT 04 6 00 12' O C USE IN CONIU.+CT WITH CORRESPONO)NG STORK PANEL SPAN (SEE TABLE 1) EXISTING STRUCTURE o B CEILING /INSIDE MOUNT SECTION SCALE 3" 1 -0" — C) ®CONT 1/4 w 1 -3/4 S 5 LAG p 12 00 W 1-1/2 - PENETRATION INTO w000 2 - 1/4 - o , 4 -1/2 S S LAG SCREW 1 2 0 C. MAX. W/ 1 -3/4 PENETRATION IN CENTER OF STUDS 2 - .6"P0 W000 CON7 Ex )STING STRUCTURE - z T GLASS OR 0000 SEE 010 SEPARATION FROM GLASS SCHEDULE EXISTING STRUCTURE V Ex)5TIN0 STRUCTURE EMBED )TYP.) �— EXISTING STRUCTURE — EM8E0 TYP) O WALL MOUNT SECTION (BOTTOM) (DIRECT MOUNT) E SCALE 2 , -0 SEE MIN SEPARATION FROM GLASS SCHEDULE GLASS OR C005 WALL MOUNT SECTION © CCNT )TYP TOP 1. 60T70M) TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP TOP L BOTTOM 1/4 -20 HACHINE BOLT t ■INGNUT (d 6 OR 12 C C U5E IN CONJUNCTION w1TH CORRESPONDING STORM PANEL SPAN (SEE TABLE 1) . 510E CLOSURE 0E0'0 (SEE PLAN VIEw1 TENSION FASTENER - USE 1/4 RAWL CALK -IN FOR 01REC' MOUNT ONLY ( 0 1 6 - OR 1 2 - 0 C (SEE ANCHOR SCHEDULE) TYP. TOP b BOTTOM By 1/4 . 3/4" TEK SCREWS (A 10 OC STAGGEREO (TYP TOP 1 BOTTOM) 1/4 FIAx O C BUILD -OUT MOUNT SECTION SCALE 3" 1' -0 PRODUCT RENEWED ACCEPTANCE NO. - n c g 4')- VI- EXPIRATION DATE IVA • 22- CONTROL DIVISION IIUILDING CODE CO.(PUANCE OFFICE 5/ 6 "0 w000 BUSHING W/ 1/4 -20 TRUSS HE AO BOLT Ca 60R 1 0 O C U$ E IN C QN JUNC TION' 0111 CORRESPONDING ST0RM PANEL SPAN (SEE TABLE 1) APPROVED AS CL ..P ING WITH THE SOUTH FL ORIDA INC CODE DAT Z 1996 BY PRODUCT S,NTROI, OIL' S ON BUiRDING CODE nnC //O_fi1PiIIAA�NNC� S.L3 CE OFFICE �� ACCEPTANCE N0.7SR_�.:1U2 0 > o 0 i �8 Y 0 440. O J O Lee ❑�o <zr Z a o o 0 r Z = z alai C 0 0 N f z J Z 0 0 1 2 l CC 4 C<■gn by V.A.( 0 0 r n1 / VJ. KILZEVICH PROFESSOR GINEER 0/•w.nq 40 95 -592 . .. ■ 2 0 STORM PANEL SCHEDULE NEGATIVE ' DESIGN LOAD W (PSF) W/ BOLTS OR BOLTS ANO TUBE W/ BOLTS OR BOLTS ANO TUBE WITHOUT BOLTS OR TUBE SEE ELEV. 11 b 12 O FOR ALL MOUNTING CONDITIONS w/ STUDS Cal 6` 0 C SEE ELEV Ii 12 FOR STUDDED ANGLE 1 - F' TRACK MOUNTS w/ SILOS p 5 0.0. 8. 01RECT MOUNTS w/ ANCHORS 5 6 - 0 C (TOP 1 BOTTOM) SEE ELEV t3 FOP ST000E0 ANGLE. -F_ TRACK, 'H" HEADERS w/ STUDS Cal 12 - C 0 8 DIRECT MOUNTS w/ ANCHORS p 12" 0 C (TOP L /OR 80T TOM) L MAX. (FT -IN) L MAX. (FT -IN) L MAX. (FT -IN) 10 11 - 5 11 - 5 8 - 8 50.0 31 -1 11 - 1 8 -8 60.0 10 -1 10 -1 8 -8 70.0 9- 4 9_ 4 8- 8 80.0 8- 9 8- 9 8- 1 90.0 8- 1 8- 3 7- 2 100.0 7- 3 7- 10 6- 6 110.0 6- 7 7_ 5 5- 30 120.0 6- 1 7_ 1 5- 5 110.0 5- 7 6_ 10 5- 0 140.0 5 -2 6 -7 4 - 7 150.0 L- 10 6- 4 4- 3 160.0 4. 6 6_ 2 4 - 0 170.0 4- 3 6- 0 3- 9 100.0 4 0 5 10 3- 7 190.0 3- 10 5 - 8 3- 5 200.0 3 7 5_ 6 3- 3 210.0 3- 5 5- 3 3- 1 220.0 3. 3 5_ 0 2- 11 230.0 3- 2 4_ 9 2- 9 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOADIM (PSf) ACTUAL SHUTTER SPAN a..) (FT - IN) MINMUH SEPAA'ATION FOR INSTALLATIONS . 30 ABOVE GRADE (INCHELI MINIMUM SEPARATION FOR INSTALLATIONS • 30' ABOVE GRADE (INCHES) OVERLAP FASTENERS 6 8 OVERLAP FASTENERS }+ /0 9A9 NO 8A9 NO OVERLAP FASTENERS STU05 y P Al. L CONDITIONS NC BAR REQUIRED 60.0 5- 0 1 -3/4 - 2 -5 /8 2 -3/ 1 -1/4 8_ 5 1 -3/4 2-5/8 2 -3/4 1 -5/8 8 _ 6 N.A. 2 -5 /8 2_3/4 1 -5 /8 11 5 N A 2 -5/8 N A 2 -5/8 50.0 5- 0 1 -3 /c 2 -5/8 2 -3/4 1 - 1/4 8_ 5 1 -3/4 2 -5/8 2 -3/4 1 -5/8 8 _ 8 N 2 -5/8 2_3/4 1_3/4 11 - 1 N A 2 -3/4 - 2 - 3/4 60.0 5 - 0 1 -3/4 2 -5/8 7 -3/4 1 - 1/4 8 - 5 1 -3/4 2 -5/8 2_3/4 1.7/8 8 - 8 N.A 2 -5/8 2_3/4 1 -7/8 10 - 1 N 2 -5/8 NA 2 -1/2 70.0 5- 0 1 -3/4 2 -5/8 2 -3/4 1 -1/4 8_ 5 1 -7/8 2 -5/8 2_3/4 2 8- 8 N A. 2 -5/8 2 -3 /c 2 9- 4 N A 2 -5 /6 N. A 2 -3/8 80.0 5- 0 1 -3/4 2 -5 /6 7 -3/4 1 -1/4 6- 5 2 2 -5 /8 2-3/4 2 8 - 8 NA 2 -5/0 2_3/4 2 8_ 9 N A ( -3/4 2 -5/8 2 -5/8 N A a - 2 -3/4 2 -1/4 1 - 1/4 90.0 a 5 0 7 - 0 1•3/4 2_5/8 2.3/4 1 - 5/8 8_ 3 2 2 -1/4 2_3/4 2 100. 5 - 0 1-3/4 2 -5/8 2_3/4 , - , /4 6- 0 1 -3/4 7 -5/8 2_3/4 _ 1 - 3/8 7- 10 2 2 -5/8 - 7 -3/ 2 170.0 4- 0 1 -3/4 2 -5/8 7_3/4 1 -1/4 5 - 0 1 -3/4 2 - 5/ 8 2_3/4 1.3/8 7_ 5 1 -7/8 2 -5/8 2 _3 /4 1 -7/8 0 L E 1 GI OR 000P E SEC rvN 1.3:1' 4) .67 074 FPOn 01. ASS 5C) ©CCNT 1 / . 3/4 1E9 SCREW p 10 0C (TYP TOP 1 BOTTOM) OCONT (TYP TOP 8. BOT TOn TENSION FASTENER (SEE ANCHOR SCHE0V05) EXISTING STRUCTURE 1 1J z 0 x F 510E CLOSURE PEO'0 (SEE PLAN VIE WI NOTES - THIS DETAIL MAX BE US °0 AT TOP OR BOTTOM OF PANELS - HEADERS 2OLOCANNOT BE USED IN COMBINATION WITH THIS OE-AII O ALT. BUILD -OUT G MOUNT SECTION SCALE 3 = 1' -0" E1-18E0 1/4 -27 MACHINE BOL T 1 WINGNUT ft 6 - OR 12 0 C USE COPPESPONDIN'G STOPM PANEL SPAN SEE MIN (SEE lA8_C 11 SEPARATION FR0M GLASS SCHEDULE GLASS OR DOOR •1111.111: T A 8 L E 2 EXIST. 4") sTIVUCTUPE T1 FASTENER (SEE AN51101 SCHEDULE( � TENSION FAS TENER (SEE ANCHOR SCHEDULE) O ® CONS 1/4 -20 MACHINE 8047 L WINGNUT @ 6" OR 12 0 C USE COPPESPONOING PANEL SPAN J (SEE TABLE 7) NOTE THIS DETAIL HAT' BE USE0 AT TOP OR BOTTOM OF PANELS O WALL MOUNT DETAIL H SCALE 3" 1' -0 N . NOT APPLKABLE EMBE0 SEE H:N SEPARATION FROM GLASS SCHEMA( SCALE 3 = 1' -0 EXISTING 5TRUC TUPE 10 1/6 -20 . 1 1ACHl1E 80LT L WINGNUT p 12 USE w CON/UNCTION WITH CORRESPON01N0 ST PANEL SPAN (SEE T ABLE U C ALT. BUILD -OUT MOUNT SECTION ANGLE ASSEMBLY SCALE 1 -1/2 - 1 -0 STORM PANEL INTERIOR FASTENING ISOMETRIC O SCALE 1 -1/2" - 1 -0" PRODUCT RENEWED ACCEPTANCE Na.gq z EXP T}ON I A TE y t A . - 1 D 1 6" 6 THREE 1 /4-m wo00,A0 SCREWS (5 24 07 r1 1 Fr O N z SEE MIN a SEPAPATIONFROH GLASS SCHEOUL£ 3/8 HOLE FOP FASTENPNG PANEL 2 x 2 ALUM k - STUD ANGLE 1/4 -20 STUD PRO. . FILM DENO coaE COMPLIANCE OFFICE 0 0 (MAX. DESIGN LOAO = 75 PS.F.) 1 /4 - O 0100.114 ANCHOR Cd 6 - 0 C . w/ Hw EMBED N CONC A -7/4 -- PUNCH HOLES IN ADJACENT PANELS TO RECEIVE 50 BOLT PLACE PANEL OVER EACH ADJACENT PANEL *NO FASTEN WINGNVTS FROM THE INSIDE w000 ROOF TauSS OR FRAM1NG 1En8ER STUCCO F(NtSH 08 PLY W000 SOFFIT 1 /L' MAX CONS 4 ..125 ALL/I-1 PLATE OVER In w000 MEMBERS •14 57S BETWEEN TRUSSES Q+ 24 0 C O J SOFFIT CONNECTION DETAIL SCALE 3" • r C 1/4 - 20 STUO W/ NUT C33 6 0 C. ALT. ASSEMBLY MOUNT SCALE 3 - 1 - APP'.OVEO AS CS AP ING WITH THE SOUTH FLORID / ZING CODE / oATE�1 1 �. T _ Z?I9% Br PRODUC ONTROL OIVlS1ON BUILDING CODE COMPLIANCE / O � FTICE ACCEPTANCE NO.9_6 -0512.103 .o 2- 0 0 2 Cr: z 2 a 2 V.J. KHEZEVICH PROFESSIONAL 65(145(8 (sc*1e l AS NOTE ' d <a.9n by V J.l dr e.. no 95 -592 <e 3 0 4 - 1996 12 -15 -95 �1•° Imo nNLHUR SCHEDULE_ L _ LUU . UI, ANLL N1o« ,..•c• E A � T uETl SPACING REQUIRED FOR E C VARIOUS DESIGN L OADS (INCHE;I EXrST•F3 STRUCTURE CONCRETE _ HOLLOW BLOCK AXCHOP DESCRIPTKNI 1 /6'0 ITV/ TAPCON w/ 1 -1/0" HIN (M8 OM(NT 1 /4 •1A NAt -IN 1.// 1.1/8 1 I Hn(DMENT - V4'• RAVL CALK -M V/ 44/ T/°_ FIN EMBED L 1/ -20 TRUSS HEAD BOLT OR SIDE to ALK 504,T T 1/ (L(0 F(HAt( - PAMTLMATE w/ 1 -1/2" Mt. (6111(0 1. 1/n - 20 TRUSS - 1(A0 BOLT .13a .0.0E ,'Ate BOL 1/4'• CLCO HAL( - AN(IHAT w/ 1_1/2' MIN EMBED 1 1/4..20 TRUSS tt A0 DOL.' OR S19C ►LK 501 1/4. - . ITV T ARCON W/ 1.t /0- M (M0EOMCNT 1/4 - 0 4• WL 2A 74( NAt_IN W/ I -1 /e" H,N (M8EDMENT . 1/1'• RAVL (All(-11111. W/ 7/8 MJJ 1 /L_ E 1. OP TRUSS HEAD O BO BOLT SIDEWALK BOLT I/ 1. CLCO F(MALC 1 PANELHA1( W/ 2 7/4. -20 0 T TR RUSSS S CMBCO 0. HEAD BOLT OP SIDCw ALK BCIIT 1 /4'• (lCO MALE - PANELHATE t// 4. ' 2 -20 0 TRUSS MIN E USS HC A AD O 1 801.0 B R OP SIDEWALK BOLT yAK 72 PSF MAX. t56 PSF MAX. 230 PSF MAX. 72 pSF MAX_ 156 PSF MA X 230 PSF MAX. 72 PLf MAX. 156 PSF MAX. 230 PSF MAX. 72 PLF MAX. 156 P SF HX 230 PSF MAX. 72 Pif MAX_ MX_ ts- PLF HAX- 230 PS° MAX. 72 PSF 154 PSF MAX. MAX. ► � 230 PSF HAX. � 1 dd d i iiii 1 72 PSF MAX 1S6 PSF 230 PSF 72 PSF 156 Pif 230 p5F PS 72 F 104 PSF 230 psi MAX. MAX, MAX- MAX FtA X. MAX. MAX, MAX. 3 � 72 PiF 154 PLF 230 ►SF MAX. MAX. MAX. ]1 HAX. 1 1 d ommszil 156 P5f MAX. 4 12 S 7 3 4 12 12 72 al 72 PSF MAX. a - opp 5'_4 FLAX. 12 iz 11 12 - _ °_S - HAX 1 6 L 12 3 6 12 12 _ 42 12 � 10 2 E 011011 10 6 / ®� L EXISTING STR UCTURE ANCHOR DESCRIPTION 1 /4._o W000 LAG SCREW w/ 1_7/8_ HIN Er • 7/76 wood B:n4N, v/ VV TRUSS HEAD On SIDEWALK SOLT HACNIN( SCR(W 1F62EA0, w/ 5/8 FRn (HBEOHENT LOAD M V API L 72 PSF MAX- 0S6 PLF MAX. 230 PiF HAX. 72 PSF MAX. 156 P SF MAX 230 PSF MAX. S•_4 FLAX. 12 17 12 6 S 3 °" -5_ HAX. ( e ffil 6 L 3 � it -S' MAX. � V By ! Aar/ PRO6 ' /'CONTROL DIVISION BUILDING CODE COMPLIANCE OFTTCE APPROVED AS CO h LYl G WITH THE SOUTH FLORIDA 8 1 0 G C•DE OATL4LJ6 � J_ 19 a( PRODUCT COI;T, ° DIV.S;ON 8UILOINC, COOE COMPLIANCE OFFICE ACCEPTANCE NO9_6 Z._0_3 a v s • W P p J r en / VJ. KNE2EV1C1- PROFESSIONAL - G1NEER [077.57 by 1. v X• checked by v11 _ e••-np no 9S -592 ANCHOR SCHEDULE 3'' EDGE DISTANCE •R FASTENER SPACING REQUIRED FOR vARIOUS DESIGN LOADS (INCHES) T(NS•C s.(• EXISTING STRUCTURE CONCRETE HOLLOW BLOCK ANCHOR OCSCRIPTION 1 /L ITV/ TAPCOY W/ 1 - 1/2" MIN. EMBEDMENT 1/4 - 0 RAW, 2AHAC NAIL -IN W/ 1 EH9(OMEN7 .111. RAVL CALK -IN V1 V/ 7/8_ M1N. EHBEO 0. 1/4 - 20 TRU55 HEAD BOLT OR 5102WALK BOLT 1/4'0 (LEO FEMALE "'ANEL7ATE' W/ 1_1/2' MIN En5E0 1 1/4-20 TR055 HEAD BOLT OR SIDEWALK BOLT 1/t ELCO MALE - PANEL7ATE • w/ 1 -1 /2 MIN. EMBED I. 1/4 -20 TRUSS H£A0 BOLT OR SIDEWALK BOLT 1 /L :TV TAPCON V!/ 1 -1/2 MIN EM8E0 1/4 - 0 RAWL 2AMAC NAIL-IN N W/ 1_1/8 HI.\ EMBEDMENT .1/4'0 RAVL CALK-01W/ W/ 7/8 H4N. EHBE0. L 1/4 - 20 TRUSS HEAD BOL' OR SIDEWALK BOLT 1/4_0 E1(0 FEMALE _PANELFIATE w/ 1 - MIN EM8E0. 2. 1/ 4 -20 TRUSS HEAD BOLT OR SIOE4/ALK BOLT 1 /4 ELC0 HALE - PANELHATE - / 1 -1/2 MIN FM8E0 0. 1/4_20 TRUSS HEAD 80LT OR SIDEWALK BOLT LOAD M VAN 72 PSF 156 PSF MAX. 230 PSF MMAX. AX. 72 PSF MAX. 156 PSF MAX HAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX- 230 PSF AX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 P5f MAX. 156 PSf MAX 230 851 MAX. 72 PSF MAX. TS6 PSf MAX. 230 PSF HAX- 72 857- MAX. 156 P5f MAX. 230 PSF MAX. 72 PSF MAX. 156 P5f HAX. 230 85f MAX. 72 PSF MAX. 1S6 PSF MAX. 230 PSF MAX_ 72 PSF MAX. t56 PSF MAX. 230 PSF MAX. 5'_4 FLAX. 12 iz 11 12 7 ,0 5 5 12 6 L 12 3 6 12 12 12 10 /: 70 - 12 12 10 2 E 011011 10 6 / 9 12 • 6 10 L 8 t2 L 9 - 12 .�� _ _ �p V-5 MAX. i t -s - HA x. ®� W000 n ® 12 12 ANCHOR � � NOTES ® � Aram AND EDGE 044r ANC2 FINISH OR STUCCO FASTEN TO NARROW FASTENER SHALL OF 4.000 5100 BE 1 IN MANUFACTURERS LID 6 OR 17' O C ONLY. W/ TRUSS MEAD KEYHOLE SLOT, OR WASHERED WwGNUTS - � � © � � �� PRODUCT ACCEPTANCE cYDTD A WOO RENEWED No. gq- U4b3. A ll= EXISTING STRUCTURE ANCHOR DESCRIPTION I/L 4.000 LAG SCREW w/ 1.7/8- MIN EH8E0HENT _ • 1/16'0 1. 81/ W/ 1/ 4.'• TRUSS HEAD OR SfOEWALK BOLT HACH:NE SCREW THREAD. W/ 5/8 no, EMBEDMENT 7 MINIMUM EMBEDMENT EXCLUDES WALL 2 WHERE LAG SCREWS FACE OF STUD FRAMING, BE LOCATED IN CENTER 3 ANCHORS SHALL A NCE CCOR DA WITH CCOR /(( RECOMMENDATIONS n OIPEC T 00N7 ANCHORS USE IN (0M81NATION 1/4 -20 BOl TS IN 1/4_20130115 LOAD r1.1 YAA LI 72 PSF MAX. 156 PSF MAX. 270 PSF MAX. 72 pSf MAX. 756 PSf MAX. 230 PSf MAX. MAX. 1 12 12 9 L ���� � .� 3 6_5 MAx. 1 2 B 11 -s" 61•\X, 2 ®�� I I <T T7 A TT' '1.• r. I 79,0 nn?1 � V By ! Aar/ PRO6 ' /'CONTROL DIVISION BUILDING CODE COMPLIANCE OFTTCE APPROVED AS CO h LYl G WITH THE SOUTH FLORIDA 8 1 0 G C•DE OATL4LJ6 � J_ 19 a( PRODUCT COI;T, ° DIV.S;ON 8UILOINC, COOE COMPLIANCE OFFICE ACCEPTANCE NO9_6 Z._0_3 a v s • W P p J r en / VJ. 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