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<br />NCEDULE ON avm M NAY w I t/r LEE On.
<br />t I I SHUT 11)
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<br />SCALE 3/6-1• W S•W)A1lON W4• ell,1 /OR IUD 61e0{IS
<br />NIIBIw 1. ! a 3 /•L WITH t
<br />Ila•4a
<br />FLOOM BUILDING CODE Non Nl h VewicanyHtuAoehe Zone)
<br />TBm PON _m�lE VIOII OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D.S.O. NO. 44187 {aa Tt im ON. 14 BADE GALVANIZED 9TEfl STOIIY PANEL N
<br />DESPRESSURE RATING (p.9.T) AND PANEL LENGTHS * IGN saw on
<br />* :AT
<br />TOP A BOTTOM MOUNT NOS CAN RE AS PER SCHEDULES ON SHEET 3 (EXCEPT FLAN Yp7/w
<br />COMBINED IN ANT WAY TO SLUR ANY ALTERNATE 2W) J STATE O PRO=WN PRODUCTS, LLC.
<br />1 L C O
<br />EN16. 4EM S.N. „ �T WtR
<br />INSTALLATION. 9p `1ORIO
<br />S.
<br />.• �,� An M� ARE, FL A;m
<br />2. FOR MLw WOOD FRAME CONSTRUCTION: WOOD
<br />ML'MBEITS TO BE SOUTMERN PINE No 2. W/ SPEWIC S%••'••••• :::I .r. "w «IaE,PNMIrw4e..A.aHMa-en 20-175
<br />0""11e ""
<br />0EN3RY OF ass OR EOUAL. '
<br />TOO OW 9 P is
<br />WITM
<br />AYl �lpl�ii or fOlfY a W IIYtl ms-
<br />(C)
<br />1. SIM PANEL $HIM ON THIS PRODUCT EA1OLUN1ON DOWIENT (PLO.) F" KENYOWED MR COMPLIANCE INACCORDANCE
<br />- 1 41 TIPCON ANCHORS, AS ~IOURM 6Y Lt,W. SUR.M. NC
<br />,KIN THE 2020 (7th EDITION) Or THE PLAROA SULD6q CODE THIS STORM PANEL SMALL HOT K INSTALLED 0 MIEN
<br />- /14-10 ROOMMATE FEMALE O AND PMAKLAMTE PLUS M400 , AS HANIFAVURm BY ELCO CONSIRLOCION FWOXUC,S,
<br />VELOCITY NIAIRGNE 2011E8 (MMM-DICE / �1'NO CAIMOIES).
<br />- 1/4-0 VA SCREWS PERNA.S.
<br />DESIGN WIND In" SWu Bi OETETRBNEO IW Pa SECTION tl{09 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND
<br />- T/16•P . s/6• WOOD RUSS". AS OWMBUTED BY ALL POINT SCREW. BOLT a SPECIALTY oo.
<br />SPEED AS RFAIAEG BY THE JURBOCTIOH BRERE STORM PANE► 101 SE INSTALLED. 010 FOR A DNfCtIONATY FACTOR
<br />KO-0.0, USING ASCE 7-IS AND SMALL NO EMCEED THE MAXIMUM M.D.) DESIGN PROMME RATINGS INDICATED ON SHEETS
<br />c t) MANUAL pE NFINRIOH NM WOOD OF TAPCON ANCHORS SMALL W 1 1/2• AD r FOR ELCO P4411MATE PLUS
<br />3. a TIMM 12 a 17, Ia.
<br />ANO HV✓M�FEMLLE D
<br />N ORDER TO VENOM THE ADM OOND WON, ULTIMATE DESIGN WINO LOADS VEIVANND PER ASCE 7-16 SMALL BE FIRST
<br />REDUCED TO ASV- OCEDN PRESoLW RATANS ITT MULTIPLYING THEM BY O.6 IN ORDER TO COMPARE REaL A E 7W/ AM' (ALS.D:)
<br />Ca) MINIMUM 111RUOE,O PENETRATION Of LAG SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'. NO tMNJAOD
<br />KNOW PRESSURE own NDICAIED ON SWEATS 3, P "ft 12 a 17. ,6,
<br />PENETRATION INTO STUCCO SHALL SE COIEIDOIED AS PAW OF THE W*UWCD THRLAOW PENETRATION,
<br />N OTHER 70 VVt1rY THAT ANCHORS ON THIS PLC. AS TOM WERE NOT OVER STRESSED. A 3311 INCREASE N ALLOYNBIA
<br />S17aS rOR WINO LOADS WWS = USED IN THIOR ANALMS- VIASTENERS SPACING TO WOOD HAS SUCH DE7[R mm IN
<br />C.3) MPNAAA EDGE ONNIANCE OF LAD WAM. 01110 WOOD SHALL BE AS NOICATSD N THIS W WOO
<br />/CCOIOWCE WITH H.O.S. 2018,
<br />SVIVA PANEL'S ADEQUACY FOR *PACT AO WM RESISTANCE HAS BEEN JOKED IN ACCORDANCE WITH SECTION 1609.1.2 OF
<br />C.4) NreMN PENETRATION OF WOW NAMING SILL BE 5/6'. 1/4. 9-20 5CRW5 USED SHLL a I 1/P LONE MN4MLN
<br />THE ADOW MEN/ONED CODE AS PER AIERICAN TEST LAB OF SCUM FLOMOA REPORTS J10014.01-01 AND 021942-09. A6
<br />SMOLAD STUCCO ORS(. AND IMPNMIM FOR WALLS WITH NO STUCCO.
<br />PER SM ,2-90 a ASTM E 330-M STANDARDS. AND AMEWAN TERM LAS SOUTH nOMW REPORI r1t23.01-10 AS Pat
<br />TAS-201 AND US-203 PROTOCOLS. NO AS PER OALCUU310115 PWORM IN ACCORDANCE W/ SECTION 1604 OF THE
<br />0.9) N CASE THAT PROEM STONE, OR PRlOAST CONCRETE PANELS, SIUM OR WOOD NNW BE ►OUND ON M EWStm
<br />FLORIDA SUILORG CODE
<br />WALL ANCHORS 41ALL BE LORq DIOUON >b "EACH THE MAN STRUCTURE M" SUCH PANELS.
<br />ANON ANDE SHALL BE AS MENTIONED IN C 1). C2) At C,4)
<br />2, ALL ALUMINA WRUSONS 10 S 053-76 ALLOY AND MOM (UNLESS OTN[RWISE NOTED), SEE SHUT 2
<br />(0) ANCHORS SHALL BE N51AUM FOLLawMO ALL OF THE R6WMAD4ATOR AND VCCWrAITONS OF TIE ANCHOR'S MANIFACIURUL
<br />3. ALL ALLMMN FEET METAL USED AT CLOSUA*3 SMALL HAVE 3106-14I4 ALLOY.
<br />6. PANELS MAY AM BE INSTALLED HORIZONTALLY FOLLOWING NSTNUTION DUALS SHOWN ON TRENCH 1 iMROUGH 6 (SHEETS 4
<br />4. AL Sian SHEET METAL PANELS SMALL HAVE STRUCTURAL "M STEEL. AWN A-GW GRADE 00 MORAN, 0-60 GALVANOM
<br />Tt'ROOLM 9) EXCEPT THAT MDADCASO 1110 SMALL NOT K USED.
<br />STEEL VE9GLCTON W/FY- 922 km (AFTER ROUM)•
<br />6. IT SMALL 9T THE MSPONOBILTY OF THE CONTRACTOR TO LER" THE SOUNDNESS OF THE STRUCtOE WADVE %M M 15 TO BE
<br />S. ALL SCREWS TO K STANRESS STEEL 304 Oft 3tS AS, lE OR CORROSION RESISTANT COATED CARSON STEEL AS PER DN
<br />ATTACHED OASURE PROPER ANC"ORACE- TANS SHUTTER SMALL ONLY K ATTACHED TO CONCRETE KOC1 ON WOOD FRNIE
<br />5001E W/ 30 k« Y41D STRENGTH AND SO Er TENSILE S1lWVIH AND SHALL COMPLY W/ FLOP" SUL09O CODE SECTION
<br />.TO
<br />2411_I M.
<br />10 EACH OEGUAR STOW PANEL WITH LE11417S OVER ILO•. A9 PER SEC"" 1, 2. 4. 5. 6 AND ALTERMIATIKS IN, 3W a 41 ON
<br />34EM 4. 5. 6 At 7 RESPECTNELY; SHALL 1AK A U[CW MO READILY ,SSW MANKIND INSTRUCTING OWNER OR TENANT TO
<br />0. BOLTS TO 9E ASTM A-307 OALVNeZFD STEEL OR AIM 304 SEEM STAMM STEEL. TNWI 36 W WNMUM YIELD STRENGTH
<br />SECURE PANELS WITH APRIGN,E REINFORCEMENT DLOM Pumm Or HURRICANE WORKING
<br />7. ANO,OAS 10 WALL SHALL BE AS FOLLOWS'
<br />11. 111E INSTALLATON CONTRACTOR IS TO SEAL/C.AILK ALL SHUTTER COMPONENT EDOFS 111404 REMAIN N CONTINUOUS CONTACT VIM
<br />THE BUILDING TO PREVENT WSD/INN emsm.
<br />(A) IIMG eQM1Ic C9tlG=
<br />ANCHORSPA'' rc-7192 P ••,.)
<br />tclVFV SUOLDEX
<br />WITH �APPPUUEO'�TO, � N TW115 OPANANO PLANS ANY &ALOIHc AND zaN92i REOULA7HONS
<br />IZ y'M•LBY SOCTION
<br />- 1/4 6UPCON
<br />ANCHORS, AS WAA BY OEWA Lt P
<br />THE WHERE POW ,s
<br />- t/4Y 4 3/4' SOW -SET AFCHOIS, AS OISTMOM BY AU. PONT SCREIIA. BOLT a SPECIALTY CO.
<br />m. ra.30 0 PRO•)
<br />IJ. (0) THIS PRDD= EIMUUATION DOCL"WM (►RED.) PIMMED 91 THIS OO9KOR IS DONUOC AND DOGS NOT PRO" WORMATON
<br />- 14-10 PATELMIITE F'ESWt 0 a PANELWTE PLUS ANCHORS. AS MANIIFACTURE0 By ELCO CONSTRUCTION NDOLICTS.
<br />WHYM
<br />rCR A SITE SPECIFIC PROVECT, LA THE SITS CONDITIONS DEVOTE FROM THE ►RED
<br />- 1/4.0 ZAIMC NASN ANCHORS• AS MANUFACTURED 61 OCIMLT. INC.
<br />(•) CONIRACTOR TO K RESPONSW FOR THE SELECTION. KPIC ASE AND NVALLATON DCUJMK LIFE WM Of MIS PRODUCT
<br />Ai WMW EMBEDMENT OF TAPCON ANCHORS ONTO POURED CONCRETE SMALLS , 3/4•. P FOR ELCO PAIELMATE AND
<br />SAM ON THIS P.E.O. PRoVWm HE/%* DOES Not WWTE FROM THE CONormoNS DETAILED OM nos Oocturw,
<br />CONSTRUCTION SAFETY AT SITE To TALC CONIRA"I RESPONSIBILITYHIOR,
<br />, 3/4' FOR ZAAYIC NIMtN ANC
<br />(c) THIS PROIXAT OW"ABON DOCUMENT WILL K CONSIDERED W W P MONIED.
<br />A2) CALM-N a SOW -SET ANCHOR SHALL BE VWWM 7/6" INTO THE POUND OONCROE, NO EMBEDMENT INTO
<br />linW0 SMYL K PERMITTED. Ile 9-20 SCRM USED ANAL 6E 1 1/2• LAND W*" 90" SIVCCO Em,
<br />(4) SITE SPECIFIC PROJECTS SMALL K PREPARED BY A rLMOA REgBTEREC ENOMOt OR ARCHITECT WHICH COWL BECOME THE
<br />AND I' WOMAN FOR WALLS WITH NO STUCCO, AND MAY BE HMO SCAM OR ALL TH KAMO SCREWS W/O HEAD,
<br />ONGIEOt NK FBS'ORD (E.O.R.) PDII THE PROJECT ANO WHO WNU BE R[SPONSW FOR THE
<br />BUT WM4 wm NUTS
<br />PROPER UK OF TIME P.E.Q bNOMEEHA OF MCORD. ACTNIO AS A OCIDATED Dimm W TO THE
<br />RED, ENGINEER. SMALL SUBMIT M Oft LATTER THE SITE SPEOVIC OWNW A FOR REVIEW
<br />A3) N CASE THAT PRECAST STONE PRECAST CONCRETE PONES, PAVERS. STUOCo OR WOOD BOARDS S FOUND ON THE
<br />OMM WALL OR FLOOR. /NC•Im9 SHALL BE LONG DOUGH TO REACH TIE MAIN STOILICTION BEHIND SUCH PANELS
<br />(0) THIS ►,E.O. WILL BEAR I E DATE AO ORIGINAL S k NO 6ANNATURE ON U THE PROFNOW
<br />ANCIORAI E SAW. BE AS MENTIONED IN AI) AM IN A2),
<br />DONUM OF RECORD THOU PREPARED IT.
<br />m
<br />14. SHUTTER MAOFACTUROFS LABEL 94ALL BE LOCATED ON A WADLY VISIBLE LOCATION AT STOUT
<br />1 4' P TA}CON ANCHORS AS AANINACTUMM BY 1. T. 1S. 91,41 C.
<br />- / L N
<br />PANEL SHUTTER INACCOROM M WITH SECTION 1700.9.2 OF na6OA ROLDNO CODE ONE LABEL
<br />$ALL BE P ACrD FOR [VERY OPD014 LABELING TO COMPLY WITH SECTION 1700.9,3 OF THE
<br />- 1/r • . 7/a' CALK-N ANCHORS. AS YMIUFKTiNED By DEWMLt. INC.
<br />FLORIDA SULD" CDOE
<br />- 1/4Y X 3/4' SOUR-SV ANCHORS, AS DSTRISM BY ALL PORT SCAtW. BOLT A SPEMLTY CO
<br />- 114-10 NNAUMTi FEMME O APO P'ANUAMIT[ PLUS ANCHOR. AS AEAANAICTURED BY CLOG COHS7N{ILTON R
<br />- 1/4. 0 WIMAC NUN ANCOM, AS MANUFACTMED BY OLMALT, HNC
<br />91) MINIMUM EMBEDMENT OF TAPCON W0401 E DO PN4ELMATES AND LA AC MALN AN/CMOR. INTO THE �jCEH•
<br />'•!�.� FIORtDA 61HLDINO CODE IN h VelocityNIIMoon• Zone)
<br />BLOCK UNIT SMA L a 1 1/4•
<br />Mtn
<br />6.2) CALhN a SOLO -HET MCHM WILL SE EMBEDDED T/r R170 THE COMCREIE EACH UST. NO TIq,D44
<br />7 ..
<br />�" M.TnW. .c
<br />?r ONCE GALYAN�D 3103 STORM PANEL
<br />�'N,
<br />STUCCO SHALL BE PERMITTED. 1/4' ►-20 WAM USED SHALL BE 1 1/2' LONG W"M UM V ULD UST.
<br />m
<br />AND 11 IBNMN rm Polls H No stucco. STATE
<br />�•••
<br />- ..
<br />IL EC O 3ws
<br />PROTECTION PRODUCTS. SEC.
<br />WX
<br />{1
<br />6.3) IN CASE THAT PIEN,9T STONE. m PRECAST CONCRETE LAPELS. STUCCO OR AGOG WORDS SE 'COIL
<br />'4f/LAW
<br />w W.
<br />4e0e 9e 911111110
<br />NHK FL Arn.
<br />OOSTNG WALL ANCHORS SWLL 6E LONE ENOUGH TO WAH THE MAIN STRICM K SEH«O EUGH .SI ••. /
<br />�
<br />.1.. � .n-1 ♦r1.,w
<br />AMR• LWu9FMOOL I► FAIT 0E4)IYA7
<br />2O-t7s
<br />AHL/ORAQE s1Au BE N MDIt1oNFD N ESL,) AND IN s1) 'S/OMiII
<br />.,.. r.1..Y-
<br />o
<br />♦AHaA N.
<br />INIIII
<br />Pj A„r
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<br />(sm SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
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<br />SHEETS a lI1WUIOH 1
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<br />.,•wk
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<br />AMW POURED CONCRETE
<br />ANCNOOPS CONCRM S06K MUMS
<br />(SEE SCHEDULE ON
<br />MATS 9 THROUGH 10)
<br />8uwj;mu MOWING
<br />!DALE 3 ,
<br />LI • •• • •M Lei :i1 i Welffft`*7. • . '11
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<br />FOR REGULAR
<br />PANEL Q-) INTO
<br />WOOD
<br />r I
<br />ALIOSAR ltD
<br />0 WOOD
<br />Dm•Y
<br />swum
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<br />NOTE FOR COYBWADM OF SFC1WAR--_•-
<br />1. INSTALLATION AM ONLY VAUD FOR MAX. A.S.D.
<br />TOP • BOTTOM MOUNTINGS CAN BE DESIGN PREZURE MflNG (0.6.11 AND PANEL LENGTHS
<br />COMBINED M ANY WAY TO SUIT ANY AS PER SCHEDULES ON 4�EET +J
<br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SWENERM FINE No 2, W/ SPECW
<br />DENSITY of D 56 OR EOUA.
<br />sesomN(m304ML OTo
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