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<br />ASDESWN SURE RATaG
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<br />CONCRETE a WOOD
<br />INSTALLATIONSto.f.
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<br />------------
<br />MINIMUM
<br />MINIMUM PANEL LENGTH (Inl FOR A GIVEN MOUNTING CONDITION
<br />1.5-Tits 5`
<br />I 'r TRACK
<br />BY
<br />TOP
<br />U
<br />STUD
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<br />w
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<br />- DIRECT MOUNT
<br />4 '
<br />6
<br />37'
<br />3r
<br />35'
<br />SS*
<br />1.
<br />50'
<br />-
<br />4 t S_XI5' STUD ANGLE-
<br />35'
<br />32"
<br />32•
<br />32•
<br />".
<br />3e•
<br />35.
<br />i -F= TNAcf�
<br />SS'
<br />32'
<br />32'
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<br />56'
<br />55'
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<br />,.1
<br />t 11
<br />_ _
<br />1T )_V�
<br />^ ._j - - _
<br />UNBOLTED PANELS `,',.I _ BOLTED PANELS W/ 1 M-20A1
<br />__ L . ,
<br />IAPPUCAMU)(SSCIO AS ) LSE M S. ON I . 0111 E.) � I i I i' . T. 1 11 11 1 11 TV
<br />L' a
<br />Il j T
<br />II L iD.M.. 3Q.®. _I- _ I- - : i J
<br />((�--- O I e O O 1
<br />© 0r `l J - 3 2 - 3• MAX r
<br />l• MIN ", 2/4 1/4. 3/4. 4/5. 5/5 R 6/5 " MN.
<br />;WIG. 211I 3W 7 k 4W/7
<br />-------------_ANLK0RS (STF SCHEDULE ON SN£CTS 9. 10 &it)- _
<br />REGULAR STORM PANEL In ELEVATION
<br />/
<br />4 4
<br />268 J' N.T.S. I - W
<br />RE (MN. OVERLAP -, T•GE VALLEY) ._..
<br />SECTION A -A ;�
<br />NTs.
<br />NOTC61
<br />Olt) L+. MANNUN ALOWAIAI. PAEL LENGTH FOR A CHIN POTINT AS DESIGN LOAD.
<br />MAX FLLbWABLE PAWL LENGTH FOR A GIVEN NFGAINE AS O. DESTGN LOAD
<br />I2) PROCEDVNL TO DITIRMINC AUXAAUM PAWL LENGTH.
<br />GIVEN A POSIME AS.D DESIGN triAo. DETrRNINE MAXIMUM, PANEL LENGTH 'L4' FROM ". UULF.
<br />GNEN A NEG,trVE ASP DESIGN LOAD, DETERMINE WUSMUM PANEL LENGTH 'I- FROM SCHETUIE
<br />FINAL Max1MUM ALLGYABU PAWL LENGTH is EQUAL to ,1H )BL1mUm OnERMAEtl PANEL traim
<br />BETWEEN 'L+' AND 'L•'
<br />L.1) SEE SCHEDULE BELOW FOR MIN PANEL LENGTH FOR PCAOST OUALF,CATK)N.
<br />t rNSIALLATIONS WTO WOOD ARE IrNITFD TO . 95 par MAX AST. DESIGN PRESSURE RATING
<br />ILL[ /� S V. 10 k 'I FOR MAA ALSO DESIGN LOADS k MAR. PANEL IF,IG'IHS VGA
<br />��. •5!/c N)M/•CIS'RIUCN SPIr.ER LINK LEASED
<br />Tl As, - - -% FLORIDA BUILDING CODE (Non Hi h Velocity NuMcone zone
<br />44167 S
<br />C} . %Itw, r,
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />I.,
<br />- TH
<br />•
<br />ATE OF _-, m� r_
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<br />IL ECOINC. 1L
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<br />T
<br />'I 1 STERN PANEL SHNTea ON ,MS PRODUCT IYALUARON DpCUMCM (PLO) HAS BEEN VEMFIEII fOR CWPIArKF N ACCONOAINCf.
<br />..
<br />.. 1/4Y IAPCON MICNUAS, AS YANUfK1URED OY I.T.W BYILDE)I, INC
<br />M I.T,W
<br />WITH THE 2020 (7th EDITION) Or THE rLOF6DA amn-NC CODE THIS STORM PANEL SNALl. NOT Bf INSTALLED AT HIGH
<br />- 014-10 PANELMATE FEMALE 10 AND PANELMATE PLUS ANCHORS, AS MAIUFACTURLD BY LOGO CONSIRUC'TAIN PRONAICIS
<br />VEIL 'IT! N aADWAPD COUNTIES
<br />OG I(A'/E5
<br />- 1 /•e AC P PER N D S
<br />L SC CY5
<br />DE"TERLADE
<br />D LOADS. 8C IIMINN PER SEEM 1609 Or TAIL ABOVE VEO COCIE FOR A BASIC WIND
<br />LUIRIE
<br />- 1/16'0 5/6' TO0f1 BUSN04G, AS OISTNIBIOED BT All 1N)Mi sCRTW. EOI.T r SPECIALTY CO
<br />SPEED c R BY T TI P ). AND
<br />SPEED l REOUIRCL' BY THE JURISDICTION WHERE STORY PANEL WILL DE WSTAt1kf), AND RUA A UIRECTWNN1tt FACTOR
<br />RIS
<br />-1 THE A PR T
<br />USING ASIDE 7 6 AND $IAII NO EXCEED C MAXIMUM SO DCa1CN CS�JHC RATINGS INDICATED ON SHEETS
<br />O IfIDICA
<br />t
<br />\ MINIMUM TN0. V1t Rg00 tX TAPE ANCHORS 1 AND FOR LIDO PNif IANI 1'l U5
<br />C W IML THREADED PENETRATION 0 OM SHALL BE 2 2 1 E
<br />3. 9 T5
<br />9 1 V 1 s. nelu 7 r B
<br />OANF F
<br />AND FEMALE TO
<br />IN ORDER TO VEWIM THE ABOVE C.ONIMION, UITWiF DESIGN WIND L(]KIS ORERWNEO PER ASCC 1-16 SHALL BE FIRST
<br />REDUCED TO A.SD. DESIGN PRESSURE RAIING BY MUETIPl Y1NG THEM BY 06 RI ORDER TO COMPARE THESE W/ VAX (ALSO.)
<br />C2) MMMU4 MREAOM PENETRATION OF :AC SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 I/2• NO ""'WED
<br />INCISION PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THIN 17 III,17. IS
<br />PENEIRAT10N INTO STUCCO SHILL BE CONSIDERED AS PAR Of ME WOORED THREADED PENrTRATKXN
<br />IN ORDER TO VERIFY THAT ANGIIOfi!i UN TINS PCD. AS TESTED WERE NOT OVER STPM=. A 333 INCREASE W AUOWABU
<br />STRFST FOR WIND LOADS WAS YD'E USED IN THEIR ANALYSIS FASTENERS SPACING l0 WOOD HAS BEEN DMTAMM- IN
<br />C. 3) MNNLIV EDGE INSTANCE OF LAG SCLIL, INTO WOOD SKILL BE AS INUICA7ED N THIS DRAWING
<br />ACCORDAMGE WITH N.O.S. 201e.
<br />STORM PANELS ADEQUACY rpk XYPACT AND WINO REySTANCC HAS BEEN VfRIf LED ,N A[CORDANGt WITH SECTION 1fA9.17 OF
<br />T . 1 1 C.1 MINIMUM PENT a NNXX) BUSHING SHALL qE S e' a-�7o SCR USED SHul U ,/1 LONG MrawUM
<br />)/ FW5
<br />, M 1- , 1 Na-
<br />THE ABOVE MENTIONED CODE A5 PER AMENGN TEST LAB d' SOUTH FLORIDAfL01hDA REPORTS 0 b AND 2 902-09.
<br />' I I' MIN" F WALLS WITH R SNOVLtl STUCCO EAST AND OR ALL NO STUCCO
<br />•
<br />PER S$TO 12-99 tr NEW E 330-02 STsgARD%, AND AMERICAN TES7IN0 LAST SOUTH FLORIDA REPORT J112301-10 AS PER
<br />C5) IN CASE THAT PRECAST STLNf.. OR PRECAST CONCRETE PANELS. STUCCO ON WOW BOARDS & rU1/N0 ON THE ROUSTING
<br />EAS-201 AND TAS-20.1 PROTOCOLS. AND AS PER CALCULATIONS PFRIORMED IN ACCORU04C W, SECTION 1504 OF THE
<br />WALL, ANCHORS SHALL BE LODE: ENOUGH TO REACH THE MAIN STRUCTURE DENIND SUCH PANELS,
<br />1'1OrnOA Bun D9NG CODE
<br />ANCHORAGE SHAG L BE A$ MENTIONED IN C 1). C 7) A C.4)
<br />7. ALL ALUMINUM INTRUSIONS 10 IE SU63-16 ALLOV AND TEMPER (UNLESS OTHETWASF NOTED). SEE SHEET 2
<br />(0) ANCHORS SHALL BE INSTALLED N11:7WIIW: KL OF TIIE REGWAMFaXM•iroNs AND '3PCCNKAIIONS OF TNT ANCHOR'S AtANUFACTMREN
<br />3 ALL KUMINLIAI SHEET METAL USED AT CLOSURES SHALL HAVE 3105-1114 ALLOY
<br />5 PANELS MAY ALSO BE *5YALIED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4
<br />4 ALI MCI. %Mf�fT METAL PANFIS SNMLL HAVE STRUCTURAL QUALITY STECI. ASTM A-653 GRADE K MINMUM, 1-60 GALVANIZED
<br />TNMNIGM 5) EXCEP, THAT HEAo[R5® A(D STALL NOT BE USCG.
<br />I STEEL DESIGNATION W/FY- 9'Z 2 .a, (AFTER ROLLED).
<br />9 fT SHALL BE THT RESPONSAWTV OF THE CONTRACTOR TO VEINIY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5. ALL SCRETI'S TO RF STAINLESS STELE. 30, OR 316 N5, SrRES CA CORROSION RCBSTANT COATED CARBON STEEL AS PER INN
<br />ATTACHED TO (.URF PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY K ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME
<br />BUILDINGS
<br />S001S W/ 50 FAI YICLU MENCTI, AND 90 k. TENSILE STRENGTH AND SHALL COMPLY W/ rLOMDA BUN -DING CODE SECTxUN
<br />24,1 3l4
<br />1G EACH REGULAR STORM PLANE, WITH LENGTHS OVER 90'. AS PER S ICTONS I. 2, • S. 6 AND ALTERNATIVES IOU, 3W A Aw ON
<br />6 BOLTS TO BE ASTM A•307 GALVANIZED STEEL. OR AS1 SCa SERIES 5'APAESS STEEL, WON 34 X5, MINIMUM T:CLU STRENGTH
<br />SHUTS 4, 5. 6 r 7 RESPECTIVELY, SHALL HAVE A LEGIBLE AND READILY VISIBLE MAR(NG INSTRUCTING OWNPN ON TEHAHT TO
<br />SECURE PANFIS Wlni APPLKAIRE REINFORCEMENT DURING PERIGDS Or HURRICANE WARNING
<br />T ANCJORS 10 WAIL -1 "I AS IDLE DVS.
<br />11. THE INSTALLATION CONTRACTOR IS 10 SEAL/CAULK ALI. SHUTTER COVAODNENI LOGES WHICH PFMAN N CONTINUOUS CONTACT W11N
<br />THE BU GANG TO PREVENT WINO/RAW NTRUSON
<br />(A) 12DLHTm PQDBEO_Sg6BC7F
<br />- 1/4'• TAPCON ANCHORS AS MANUFACIURLD BY I.TW BUILDEX, HNC (Mtn I'c-J197 P.6.)
<br />12 STORM PANEL INSTALLATION SHALL COMPLY WIN SPECS ININGAIfD IN THIS DRAWING PLUS ANY BUILDING AND 101XN1: RIGULAI10Ni
<br />_ 1
<br />T 4' r F K- HENS MANUFACTURED DEWAL INC • 6' CAL N ANc A5 ACIVRED BY
<br />/ /
<br />I" PERMIT T`
<br />PW JURISDICTION WNEIRE PE a I'PTrl1FD G,
<br />GUIDED OY ANC
<br />I - I 4' 4' 1 POINT i
<br />(yniTc 3/ SOLID -SE, ANCHORS, A3 tlISTMdITFD BY N 5CR1'W, SOLI r SP[LTKtt CO
<br />]O00 PIT) )
<br />13 (P) TIeS PRODUCT EVALUATION DOCUMENT (v,E.0.) PREPARED BY RRS ENGINEER IS GENERIC AND ODES NO'T PN(1Nnf III FN2MAtXXH
<br />- E14-10 PANCLMAR FEIWE 10 tr PANCIAATE PLUS ANCHORS. AS MANUFACTURED BY ELCO C'pNSFRUGi1lN PNWI/CT$
<br />FOR A SITE SPECIrTC PROJECT. ,P. WHERE THE SITE CONDITIONS DEVIATE fl10M THE PCD
<br />' - I 4.0 ZAMAC NAXN ANCHOR" AS MANUFACTURED BFDENALI,MC
<br />/ -• �•AL
<br />(P) CC•7TRAC71OR TO K NrE3PUN5MLE FOR ML SELECTION, F`URC,PlSC AND INSTALLATION INCLL'OItG UfC SATETY OE TLI$ PAQDIA:1
<br />A 1) MINIMUM EMBEDMEwT OF TAPCON ANCHORS INTO POURED CONCRETE SHN.I RF t 3/4', 2' FOR f.LCO PANELNM7E AND
<br />BASED OR THIS PE.D PROVIDED HE/SHE DOES NOT OEVAIE FROM THE CONDITIONS DETALED ON THIS DOCUMENT
<br />CONSTRUCTION SAFEST AI 5nC S ME CANIRACipR'S RESigN51&Ui,
<br />1 3/a- FOR ZAMAC NNLIN ANCHORS
<br />(c) THIS PRODUCP EVALUATION DOCUMENT WILL. BE CONS71CRE0 NVAUO If MODIFIED
<br />n A- -STEM L BE tMHE1xJFD ! 6 INTO THE OtNF.O CONCRETE NO EMBEDMENT INTO 1) CAX-W tr SOUR ANCHORS SHAH
<br />STUCCO SW1U DE PERMITTED. //4- 0-20 SCREWS USED SHALL BE 1 1/7• LORDMINIMUM SHOULD STUCCO EXSi,
<br />(B) SITESPECNIC IMRwEC15 SHALL Elf PREPARED BY P 1"I.OgYDA REGK7[RYD ENGINEER OR ARCNTYCi WHICH WAN. BECOME 74F
<br />AND I' MINIMUM FOR WALLS WIN NO STUCCO, AND NARY BDE F HEAD S(:REWS OR ALL THREADED SCREWS W/O MEAD,
<br />' BLfT WITH WING NUTS
<br />ENGINEER OF RECORD (LO.R.) EON THE PROIF-CT AND WHO WILL BE RESPONSIBLE FOR THE
<br />PROPER USE OF THE P.I D LWAKFR OF RECORD. 4(•11ND AS A DELEGATED ENGINEER TO THE
<br />P,E.D ENGNEEA, 5N41L 'SUBMIT TO T`W5 UTTER THE SITE SPECIFIC ORMVINGS FOR REVIEW.
<br />AL 5) IN CASE THAI PRECAST STONL PRECAST! CONCRETE FINT1W, PAVERS, STUCCO OR WOOD BOARDS RF POUND ON THE
<br />EXISTING, WALL OR FLOOR. ANCHORS, SHALL BE tONG FN(N:JGN 10 MACH THE MAN STRUCTURF BFIOND SUCH PANELS
<br />l<) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SENT ANU SIGNA1tMC 0i' TIIE PROFL$•.iKMW
<br />j ANCHORAGE SHALL BE AS MNIEA ENTI D IN 1) AND IN A2).
<br />ENGINEER OF RECORD THAI PREPARED 0
<br />I (8) T4SXISIIN9.CQl6A•T6.&,M_*%LAS.TN_C-a0
<br />14 SHUTTER MANY°ACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/4- P TAPCON ANCHORS AS MANUFACTURED BY I I W BUIL(Kx, INC.
<br />PANEL SKITTER IN ACCOROAiCE WITH SECTION I7099.2 of FLORIDA BUILDING COOS ONE LABEL
<br />SHALL BE PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 17099.3 Or THE
<br />- 1/4• e . 7/6' CJ' K-IN ANCHORS. AS MANUFACTURCL` W OFINALT, INC
<br />FLORIDA BUILDING CODE
<br />- I/4.0 x J/A' SOLIDI -SET ANCHORS, AS DISTRIBUTED BIT AL PLANT SCREW. ROLL c SPECIALTY CO
<br />- I14-In PANCLMAIF r[MALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACTURE[, W ELCO CONSTRUCTION PRr»IH IIIIINF,
<br />- 1/4- • 7AMAC NARUN ANCHORS. AS MANUACTURED BY DEWALI, IN( A_AI�I^�•R_A.. Ti %
<br />�:
<br />B.•) YIXIMLM FMOEUYt NI UI TAPCON NK),ORS. EI.CO PAN[LNATE$ AND IAMAC NNLN ANCHOR. NNtp iNk
<br />BLOCK UNIT SHLL BE 1 1/4•
<br />./
<br />... FLORIDA BVIlE1N0 CODE (Non High VWlocir NurrVconW Zone)
<br />1Ur�1'1GENLs
<br />8.2) CALK IN -it SOUR -SET lNCNCNIS Stall DC EMBEDDED 7/B' N10 'IK CONCRETE BI DICK UNIT t10 I, ,I ►'Ip,344 67 e2nsa •Xnwu -r , 24 GAGE GALVANIZED STEEL STORM PANEL ,,,u,',r, I.,.
<br />STUCCO SHALL 0C vCRWFIED 1/4' e-20 SCREWS USED SHALL BE , '/7' LONG MINIMUM SHOULD t0 vov. * - '_, '" - --- ---------'-- 47/sr/rme
<br />AND I• MINIMUM FOR WAILS MYTH 40 VUCCU -:5. STATE r IL� E C Q GLOBAL PROTECTION PROWESS. LLC.
<br />B..T IN CAS[ THAT PRECAST STONE. M PRECAST CG+[REEF PANC15 STUCCO OR WOOD DOAPDS BE rouN:�9 -- L:� ORI
<br />9Nc Mn
<br />w� TTfnHo i nwiNawdo-io.fPAi.r .Lao s• sI nn,
<br />. W.I. n .un
<br />r rr. n.0 «
<br />EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH To REACH THE MAIN STRUCTURE 9F.NIND SUCH PA S•
<br />xyV S �• • • • •
<br />IN T) /
<br />.'aHNYw
<br />` •� Ir"i`n-,'"wn.- .XV1 .-I-..411.
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<br />ANCHORAGE SHALT. [E A,S MENTIONED B AND IN 8,2) NAL
<br />NMI/
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<br />MLA , 4 MFLISNGAUU,t/wR G-.7.61 -eu
<br />1111 11111
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<br />DETAILS FOR REGULAR PANED1
<br />INTO POURED_
<br />CONCRETE OR CONCRETE BLOCK
<br />STRUCT"R z
<br />POURED CONCREIE
<br />EXISTING POURED CONCRETE
<br />-_.�F11t5TINC
<br />CONCRETE BLOCK
<br />OR CONCRETE BLOCK
<br />Rr C11IRF0
<br />�o),: REQUIRED.
<br />(WNCRETT ANCHORS i.
<br />(SEE SCHEDULE ON I•
<br />SHEETS 9 MROUCH
<br />.' ID P �' --.i 9'
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