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<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
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<br />PANELS am UP
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<br />DETAILS FOR OPTION
<br />#2 FOR LIFE SAFEN STORM
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<br />STRUCTURES
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<br />POUND CONCRETE,
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<br />PILE NO. z W/ SPECS ODOM OF 035 OR MUM_
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<br />E - 2 HANG STORM PANEL SYSTEM CONSMRNG OF PANEL
<br />AT BOTTOM W/ PAMMMAIM
<br />TRAM TOP A BOTTOM.
<br />(2) SHAU. ALWAYS K CONNECTED TO BOrWM TRACK OTHERWISE A STOP 60
<br />(2), END PANELS SHALL ALWAYS K CONNECTS SILL WALL BY MEANS OF , .p TO
<br />PANELMAM IF USED 1p
<br />� 15 UONG TRACK AT END FAMELS
<br />MWED
<br />1032VK FROMM AT IMP OF SUCH PANELS,
<br />SHALL K TO V/11, I.C.
<br />WO4 MIT �0=- AM(d. AS
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<br />OCICINSIED
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<br />(3). FUR CASES MEN 00 PANELS ARE AT
<br />DO PANELS ARE NOT STOP
<br />EXTERIOR FLAT FLANGES OF END PANIL
<br />BAR
<br />r"M PROVIDED AT TOP OF 9LN;M PATERS.
<br />(4) N CASE THAT END PRIELS ARE NOT CMWM TO BOTTOM TRACK PA. A STOP BAR
<br />IS ONLY USED AT IW3 Al LEW TWO PANELS SMALL K CONNECTED 10 BOTTOM 111"
<br />USING SPECS 0=90 DO NOTE IN a" CASE, CONNECTION OF PANELS
<br />(4). FOR eRREM no PANELS MM SOW INN BratCAMUND MOLwTw E= pMNfL
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<br />(S� SEE SECTION 1% S' 0 4' ON SIW 24. SEE ANCHOR SCHEDULE ON SHEET Saw WMAM MR
<br />NOT IrMAW USED j �Vgg
<br />0 NEED TO K CONNECTED 1 Mwr w =. USCA METALED
<br />LEFT
<br />SUCH Pit
<br />& NOW SIRE
<br />OFU
<br />OF PANEL) W
<br />THEIR ;:&X WAM (a.
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />TAPCOM ANCHORS 1APOON ANCHORS
<br />a 9 D.C. i r O.C.
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<br />I E-Z H1NRG STORM PANEL SHOWN ON TWO PRODUCT [WALIANTIM DOCUMENT (P.LOJ HAS BEEN VERIFIED FM COMPLIANCE IN
<br />8 1) MOMMUM DAMMEW OF TAPCCN ANCHORS AND RNMELMATE FEMALE 4) & PAPaMA1E PLUS WO CONCRETE
<br />ACCORDAOICE ON THE 2020 (7th EDITION) OF THE FLORIDA ausam com
<br />K= SMALL K 1 1/4-.
<br />DESIGN MO LOAN WALL K MTDMMHED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,
<br />11.2) M0W1AUM EMINIMMENT OF 1/4'0 X 7/e CALK-44 ANCHORS SHALL BE 5 7/8' 0170 CONCRETE.
<br />WHERE = SHUTTERS 111M=U"
<br />NO ag[DWO KID MY FINNH MATERIAL. SHALL K PERMITTED.
<br />7_ NOT ACEr ,HE PA�
<br />UJCAR�
<br />FOR A Is AM Sf)
<br />1/4, 020 SS SKIEWAIX BOLTS USED SHALL K LONG DOX0"" MY MMSH MATERIAL DOM To
<br />DES01 PRESSURE RATINDS INDICATED ON SHEETS 25 A, 26.
<br />EMOAGE 3/4' WO ANCHORS.
<br />IN ON" TO VERIFY THE ABOVE CONNION, ULTIMATE DESIGN WOO LOADS WOOM PER ASCE 7-15
<br />SMALL K FIRST REDUCED TO A.S.D. OEM WIND LOADS BY MUKTIPLYM TOO& BY 0.6 IN CAM To
<br />L3) IN CASE THAT PRECAST STOPC ON PRECAST CONCRETE PANELS K FOUND ON THE EXISTING WALL
<br />TO COMPARE THESE W1 MAX. (ASV) DEPON PRESSURE $10300M WICKIED ON SHEETS 25 * 20.
<br />ANO"M WALL BE LM ENOUGH TO NL4CH THE MUM STRUCTURE ep" SUCH PANELS. 4404MWE
<br />SHALL K AS WOMOOM IN 11,11) 40 Of L2),
<br />AN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PXIL AS TESTED WERE NO OVER STRESSED, A 332 INCREASE
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAR ISM USED 09 It" ANALYSIS. FASTENERS SPACNOG TO ON PAS KEN
<br />DETERMINED 0 ACCORDANCE WITH N.O.S. 201S.
<br />(C) ANCHM SKL INISTALLED FQUWOWINO ALL OF THE REDWA)WWM AND 1PIECH'10904 OF THE ANCHORS
<br />MAMUFACTURER
<br />STORM PANEL•S ADMIANCY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE 017% SECTION 1428 OF
<br />.BE
<br />I ABOVE MENIVIONES), CODE AS PER FENESTRATION TESTING LABOOMIORY. INC.RUM 0 2032. AS PROTOCOLS INS-201,
<br />It n *LOU K THE RESPONSIBILITY OF THE CONTRACTOR TO VIN" THE SOUNDNESS or THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AM 1AS-203.
<br />6 TO K ATTACHED TO WSUIRE PROPER SCHORAM THIS SHUTTER DVAL ONLY K ATTA.CHM TO CONCREM BLOCK
<br />Z DO SYSTEM HAS BEEN OEM" TO K 06TAUM ON THE OUTSIDE OF THE OPMW G ACCERSINTHE OPENING FROM THE
<br />OR WOW FRAME BUILDINGS.
<br />*I=== OF A LADOCIR OR LIFT, THIS APPLICATION IS VALID WHEN MIALLATION 15 INIENDED It BE PERFORMED
<br />12, THE 0453ALLATON COWINUCTOft 6 To SOIL/CAULK ALL SHUTTER COMPONENT EDGE$ WHOM RERANM IN CONTINUOUS
<br />FROM OF STRUCTURE.
<br />CONTACT WITH THE BUILDING 70 PREVENT WIND/RAIN INTFUSIONC CALK AND SEAL SNORER TRACKS ALL AROUND FULL
<br />LENCTH.
<br />3. SERIES, 1000 0WALLATION 6 APPMAKE TO WNW AND DOUBLE HUNG STYLE WINDOWS WHEN OW41AIM IS REQUIRED 10 BE
<br />PERFORMED FROM THE INSIDE Or STRUCTURL
<br />M STORM PANEL INSIALATION SMILL COMPLY WITH SPECS INOWATED IN M Dw" Puts ANY WWM AM ZONING
<br />REGULATIONS FROMM BY THE X WHERE PERMIT Is APPUM To
<br />4. SUM 2DOO INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUM AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN
<br />IMST&LATION 6 RMORM TO BE PERFORMED FROM THE MOM OF STRUCTURE.
<br />14. ATRIUM wMDows AND DOOM W_ I - Z HANG STOW PAREI. SYSTEM- 15 FOMW ODOR.
<br />S. ALL ALUMNAUM EXIRUSORG TO K 8063-TS NAM AND TEMPER. (UNUMS OtHOMSE NOTED)
<br />15 (a) IHIS PRODUCT EVALUATION DOCUMENT PREPARED BY INS ENDOW IS GENERA NO DOES NOT PROME
<br />1* ALL ALUMINUM SHEET METAL USED AT CLOSURES WALL HAVE 3105-0114 OU.M.
<br />WORIATION FOR A SITE SPECIFIC Pft"Cr: Le. WHERE NNE SITE CONDITIONS DEWNE FROM THE P-E.D.
<br />(b) PLOWAM
<br />O K MVW4ftP.O. THE SULECTION, HASE WISDALATION MOCLUDM LIFE SAFETY OF
<br />1. ALL STEEL STETMETAL PA&PANELSSMALL tow STRUCTURAL CUALm STEEL. Am A-453 WOE so min, amomM STEEL
<br />THISCONTRACTOR PRODUCTT BASED ON THIS PSPROVIDED HVSHE DOM NOT WAATE FROM THE CDMXRONS WTAOM ON
<br />DESIGMTKIN W/Fy- SILS IN (INTER U RELIED).
<br />THIS DOCUMENT. CONSTRUCTION &*try AT STIE IS THE CONTRACTOOFS RESPONSIBILITY
<br />9. ALL SCREWS 70 K STAINLESS STEEL 304 OR 316 AISI SERIES OR COMMON RMWAMT COALED CARBON STEEL AS PER CM
<br />(c) IN$ PRODUCT EVALUXIM DOCUMENT VRLIL K CONSIDERED MANE IF MODIFIED
<br />50018 W/ 50 k9i I= STRENKITH AND 90 kW TENSAZ STRENGTH & SHALL COMPLY W/ FLOINDA, 11UPOW CODE SECTION 24113.3.4
<br />(d) 9TE SFWM PROJECTS SMAU, W PREPARED, BY A FLOW REGISTEND, ENINM OR AO MCI WOW WILL
<br />S. BOLTS M K ASTM A-307 G"ANIZED STEEL. OR AID 304 SERIES STANOLESS STEEL WrrH 36 1W MINNUM YIELD STROWN.
<br />DEODMIE THE MKCDOF RECORD FOR 1% PROJECT AND WHO WILL WE RESPONSIBLE FOR THE. PROPpF
<br />="
<br />UK OF THE EER A DELEGIONED ENGINEER TO INE P.E.D. EMQMIMRC SHALL
<br />tO. ANCHORS 70 WALL SWAJ. 13E AS FOLLOWS:
<br />S~ TO THIS LATTER THE SITE SPECIFIC CROMS FOR REVIEW
<br />(A)
<br />(e) ING VSZ, BALL BEAR rot DATE AND ORIGN4 SEAL AND SKINATURIE OF 74 PROYESSARIAL ENDINEEIR or
<br />qro TAFew Awom As NAMUwAcivaw Br tYw. BORDER, Re, PAML re-3112 PA,C)
<br />RECORD THAT PREPARED M
<br />1/4 ' 0 A Y/A' COAX -IN ANCHORS. AS MANUFACTURED BY DEWALT W_ (MAP. Ft -,ROB "I.)
<br />Is. a, PANEL MAORIFACTURM LMIM SILL BE LOCATED 04 A HEADILY VONLE LOCATION AT SMM PANEL IN
<br />0 14- 10 PANEILMATIE FEMALE AD & PANDAMN PLUS ANCHORS. AS M~ACTURED 10 ELCO CONSTRI)CMIN PRODUCTS.
<br />ACCORDANCE wrym SECTION 17094J OF FLORIDA SIL"M CODE ONE LABEL SHALL K PLACID FOR EVERY OIMEMNM
<br />(re-mw P.
<br />LABELING TO COMPLY WIN SECTION 1709.94 OF' THE FLORIDA SLOLA04 CODE.
<br />A.11) MINIMUM EMIMMENT OF TAPCON ANCHORS MO POURED CONCRETE SMALL K 1 3/4- NO 2- FOR PAMELMATE
<br />FEMALE ID & PANELMATE PUS.
<br />A2) W*" DAMWEW OF 114-0 X ?lr CALK-IM ANCHORS SAIL K 5 7/8' INTO CONCRETE. NO ERNIMMENT Nito
<br />ANY FINISH MATERIAL SHALL K PERMITTED.
<br />1/4- 0-20 35 SDE%#AX SOLIS USED WALL K LONG ENOUG)HP310" ANY FINISH VATERSM. Dow) TO 04WA 314'
<br />wM ANCHORS.
<br />A.3) 01 CAN IHAT PRMFGT STOML PRECAST CONCRETE KWJA ON PAVERS K P)LIND ON THE EXISTING WALL OR
<br />FLOOR. ANCHORS SMALL BE LONG ENOUGH 10 REACH THE MAIN STRUCTURE WIND SUCH PANELS. ANCHORAGE SHALL
<br />.... ...
<br />K AS MEW10" IN A.1) AND IN A.2).
<br />No. 44167
<br />(9) In pusma WALL
<br />- 1/a' 0 TRAM ANCHORS AS ~ACnJRED BY I.TM. BUR= INC
<br />FLOOKIA DUUM CODE (fth VIeloaft Nu
<br />- X
<br />1/4 0 ?/V CALX-4M ANCHORS, AS MANUFACTURED BY DEWALT INC. (C-1500
<br />MOM* TLISM W-
<br />20 COW GALVANIZED MR 9M PANEL
<br />- 114-10 PANELMKTE FINALE 0 AM PAMELARTE PLUS ANCHICK AS MANUFACTURED BYp.&i.) LOD COMSTRUCTKAI
<br />Iz
<br />PRODUCTS (r_wl Ow')
<br />uar/
<br />-a- - - _%
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<br />min
<br />ArAL-1
<br />SCALE• Ilr - t,
<br />INSTALLATION DETAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />P-ANEL(I)INTD POURED CONCRETE OR CONCRETE BLOCK
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