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<br />12'
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<br />12'
<br />N/A
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<br />N/A
<br />I lr
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<br />V a 2- (TOP)
<br />70- ORLESS
<br />11'
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<br />A
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<br />1 1
<br />,1'
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<br />11/2
<br />N/A
<br />A ,/2•
<br />N/A
<br />♦ 1/2'
<br />N/A
<br />3' (FOP)
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />9 1/2"
<br />N/A
<br />9 1/2•
<br />N/A
<br />3' (WITON)
<br />1r
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<br />12-
<br />N/A
<br />12•
<br />N/A
<br />12'
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<br />12'
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<br />12.
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<br />12•
<br />1,'
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<br />WIN THE 2020 (71h EDITION) Of TW FLORIDA BUILDING COOL THIS STORY ►MQ SHALL NOT BE INVALUD AT HIGH
<br />- 1114-10 PAIL61N1E fF►AALE 10 AND PANISAMTE PUIS ANCHORS, AS WXWACTURM BY ELW CONSTRUCTION ►RODUCIS.
<br />VELOCITYIRIRRIC.AIE 2p1E3 (IRIS DARE / NOIFAM CO{NTYS).
<br />- 1/4'R LAO SCREWS PER N0.1
<br />D[SRM MIND LNDs 911ALL SE SETPIYMEO As Pa sECPON IBOB of THE A(RIYE YENT,pED CODE. FOR A BA9C ,WISE
<br />- 7/tro . 5/6' WOOD WINK. AS DISTRIBUTED RY ALL POW SCREW, BOLT ! SPECIALTY CO,
<br />SPEED AS REOLM O BY THE ANKSDICTIONN WHERE STORY PXJEL ,ALL BE NSIALLED, AND FOR A MVIIONAUTV ►ACTOR
<br />KO.O BS, USND ASCE 7-t6 AND SMALL No EXCEED THE MOAR&A (43-0.) DESIGN PRESSURE MTINCS INDICATED ON SHEETS
<br />C1) WNSAW THREADED PCNETM110N INTO WOOD OF IAPCON ANCHORS OVAL BE 1 1/2• AND F FOR ELCO PANCLAI41E PLUS
<br />3. 0 THRU 12 a I7, N.
<br />AND PANf3IlAi RM" ID
<br />N ORDER TO vow THE HOVE COMMON, ULIMINCE DIES10N WIND Lam p('TERIIN ED PER ASCE 7-16 SHALL BE FIST
<br />REDUCED TO As.O. DESION PRESSURE RATING BY MULTIPLYING TWO BY D6 IN ORDER TO COWARE TOM W/ MAX. (ALSO.)
<br />C. 2) MINI KIM tHREACED PE/lTMTION Or LAC SCIKW. INTO THE WOOD FRAW UNIT SHALL WE I I/2'_ NO rMPADE0
<br />BOB" PRESSUREWINGS IVICAIED TN SEirs 3 9 tHIRl1 Ix ! ,7, 1>s.
<br />PENETRATION NW STUCCO SMALL BE CONSIDERED A7 PART Or PC RRm OUIRED THREAOPENETRATION.
<br />IN ON" TO VODIY THAT ANCHORS ON THIS P.LO. AE TESTED WERE NOT OVER STRESSED, A 330 INCREASE IN ALLO'RABLE
<br />SIR= FOR WIND LOADS WAS = USED N IMP ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DE7VANM[D N
<br />Cl) WAIAW EOOE DISTANCE OF LAC SCRIM. INTO WOOD SHALL BE AS N00ATW N THIS ORANIMC
<br />AOCOROA/CE WITH N.C.& 2018.
<br />STOpI PANEL'S AD OUNCt FOR AIPAC'I AND WIND NESISTANCE HAS DEER VERIFIED IN ACCORONCC WIN SELTON IWO 12 OF
<br />CA) YNNIM POQ7WQGN OF WOOD VAHINC SELL BE S/B•. 1/4• 0-20 SCREWS USED 94041 BE 1 1/2' LONG NRAYUM
<br />111E ABOVE NEMIDNED CODE AS PER AIERICAN TEST LAB OF SOUTH FLORIDA RD'OFITS 00014.0t-Ot AND /0218.02-09, AS
<br />SHOULD STUCCO EXTSt, NO 1' LIRILAUM FOR IBISES WITH NO STUCCO.
<br />PER WID 12-99 a ASTM E 330-02 STMOARDS. AND AMERICN TE5TRr6 W SOWN FLORLDA REPORT /T123.01-10 AS PER
<br />JAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PEROINEO IN ACCORDANCE W/ SECTION )SO4 OF THE
<br />C.6) N CASE TWIT STONE, OR TT PANELS STUCCO OIL WOOD BOARDS Y FOUND ON THE E705TI10
<br />FLORIN SGLDNO CODE.
<br />ANCHOWS SMALL OUCH REACREIE
<br />ANCHORAGE SWELL BE AS BE ENTTO"M IN 1). �a C.4A)IMI sTAx-rMRE ecwD SUCH PANELS.
<br />2. ALL ALLIMINUM EXTRUSIONS 10 BE BOOS-11 ALLOW AID rEYPER (LMISS OTMm"SE MOVED) SEC SHEET 7
<br />(p) ANCHORS SILL BE I/S1KLf.D FOtL01AHU ALL OF THE MCOIIWIII/0111TONS AND Sf•LLWICAIONS 00 THE TA/.CHOR•S MANUFACTURER.
<br />M 3. ALL ALU AI SVEI METAL USED AT CLOWRES SHALL HAVE 3100-NIA ALLOY,
<br />0 P94US MAY ALSO Y INSTALLED HORIZONTALLY FOLLOWING INSTALLATION OLTALLS SIMN ON SECTION 1 THROUGH I (SHEETS 4
<br />4. ALL STEEL SKET MEEK PANELS SMALL HAK V TUML QUALITY STEEL. ASN A-653 GRACE 80 MNRIUY. 0-40 GALVANIZED
<br />1HR000N 5) EXCEPT THAT HEADERS® a® SHALL MCI BE USED.
<br />61Q3. DE "lioN W/F1'. S2.2 k• (INTER ROLLO).
<br />9. IT SMALL BEM REPONS04M OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUC7LtK WRIER[ WITTER IS TO Y
<br />'!, ILLS lCK,119 i0 BE STAINLESS SM304 OR SIB Mill SERIES OR CORROSION RESISTANT COATED CARBON STEEL NE PER DINSUILDRIft
<br />ATTACNED TO NAIRE PROPER ANCHORAGE. TIM SHUTTER SMALL ONLY SE ATTACKED To COCRE7[ BLM OR WOOD FRAME
<br />T10079 W/ SO k• YIELD STRENGTH AND W IW TTNSLE STAENM AM SWELL COWRY W/ FLORIN BUILDING CODE SECTION
<br />2411.33.4.
<br />10 EACH NEW" SIGN PANEE1L ,RT. LENONS OVER 10•. AS PER SECTIONS 1. 2. 4. S. 6 AND KTORM7MS ,W, 3W at SEW ON
<br />NAVE 04STRUCIM OWNER ON TENANT TO
<br />6. BOLTS TO K ASTM A-307 GMYMAZW STEEL, OR AIM 304 SERIES STAIlES9 SIM. WITH 36 kM MONNUM YIELD STRENGTH
<br />SHEETS 4. S. B A 7 IKY[CTNFLY: SHALL A UEpOE MID READILY VIMM,[ YARNING
<br />SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING POIWS of HURRICANE WARNING,
<br />7, ANCHORS 10 WALL SHALL BE AS FOLLOWER
<br />11. THE INSTALLATION COMWfO1 IS FO SEK/CAUU( ALL SHUTTER COMPONENT EDGES WM04 REWIN IN CONTINUOUS CONTACT wry"
<br />BUILDING TO PRAM WW/RAIN INTRUSION.-
<br />(A)THE
<br />1/4 0 TAPCOr MNCNOIIS AS W"ACMU BY I.T.W. SKOEX INC. (M m, V3182 P.4.L)
<br />12. VON A ►AEL WFAILAIM SMALL COWRY WITH SPECS INDICATED N TIS DRAWING PLUS ANY BUILDING 00 MAN0 REQAAJIONS
<br />- 1/4. 0 . 7/r CALK -IN ANCHORS, AS M~ACTURED BY DENALI NC
<br />PRODDED BY THE JURISDICTION WHERE POBM IS APPLIED TO,
<br />- 1/4'0 . 3/4" SOUR -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT ! SPECIALTY W.
<br />13. (d) THIS PRODUCT EVALUATOR DOCUMENT (RE FM at 11115 ENGIKOt IS AND OOEF Hot PRQIIOE INFaRkNttON
<br />(0, YN3000 p..I.)
<br />- #14-10 PANELWTC FDA#AE 0 a PANEUMTE PLUS ANCHO S. AS ~ACTUREO BY ELCO CONSTRUCTION PROOUCf1.
<br />WOEMERICP-E
<br />SPUN THE COD
<br />I'OR A 511E SP[drlt PROACT, Lt. WHERE iHf SERE COILOIIIONS DEVIATE 171oM THE ►.[D
<br />- 1/4'0 fJINAC WAIN ArC/ORS, A3 Aa31NFALTUIRW BY pE1YKT, INC.
<br />(b) CONTRACTOR TO Y RESPONSIBLE FOR THE SELECTION, PURCHASE AND MlFKIATON INCLUDING LIFE SAFETY Or TOM PRODUCT
<br />BASED ON THIS P.LD PROVIDED M[/SIN DOES NOI Omit FROM THE COIORIom DETAILED am THIS COWMEN .
<br />A I) 2' ANCHOR IMr1MVM EMBEDYEN N1Or TAPCON S INTO POURED f:ONCRETE SHALL BE 1 ]/4', TOR [LSO PJNFLWTE AND
<br />CONSTRUCTION 2M[1Y AT SITE IS THE CONTRACTOR'S RESPONSIBILITY
<br />1 3/4" FOR EATING. N ANCHORS.
<br />fc) I145 PRODUCT EVALUATION OOCWENIT WILLY DON910O1E0 6NA110 IFMODIFIED
<br />A2) CALM-N !SOLO -SET ANCHORS SWILL K EMB OOEO 7/6' I410 THE POURED CONCRETE NO E:MBEDMOif INTO
<br />SMALL BE Oi7N1A11,E0. 1/4' 9-20 SCREWS USED SHWA BE 1 112" LONG Wo" SHOULD STUCCO ExwT
<br />(0) S1TE SPMM PRMCTS SHALL BE PREPARED M A FLORIDA REGRTERM ENGINEER ON ARCIREELI INCH WILL SECONC THE
<br />AND 1• WNMUY FOR WAILS WITH NO STUCCO. AND IA1Y Y HEADED SCREWS OR ALL THREADED SCRL,VS W/O HERO,
<br />CHOKES OF RIECON0 (C0-R.I ► R THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT 111N WINE; NU15
<br />PROPER USE OF THE P.E•0. �NQIEER OP WECMO. ACTRq AS A DELEGATED ENGINEER m THE
<br />OF THWl
<br />P.E.D. ENGINEER. "TAT TO 1VIS U/RR THE STE SPECIFIC OMYIINGs FOR REVIEW.
<br />AJ) N CASE THAT PRECASE STONE PRECAST CONCRETE PANEL'S, PAVERS, STUCCO OR WOOD WARDS 0E FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS SMALL K LONG ENOUGH TO REACH THE MORN STRUCTUIK 00*40 SUCH PANGS.
<br />_
<br />(•) PVU BEAR DATEPREPA M ORIGINAL TEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ACCHOR E SHALL BE AS MENTIONED IN At) AND IN A2).
<br />E�IN� RECORD 1THEHAI
<br />(B) BED f3aS7IHG c ry' SSOOI WALL ASHY C-To-
<br />14. SIUTIS IMNUFACMRD,'S LABEL SMALL BE LOGTED ON A READILY WIPE LOCATION AT STORY
<br />Tr
<br />- ,/4' • tAPCON MCHD16 AN WHUFACNRED BY ,, T. W BUTADEX. INC.
<br />MRI OF
<br />PAIR SHUt7ER IN ACCORDANCE WTH SECTION 1709.2.2 OF FLORIDA BUILDING RUDE. ONE LABEL
<br />SHALL SE PLACED ► R EVERY OPORNO. IABOUNO m COMLY WITH :A.QIION 17099.3 OF THE
<br />AS NRED
<br />- 1/4' .. 7/r CALK-M AAS
<br />M DEMIST, INC.
<br />OUILDING
<br />FLOP" Cam.
<br />- 1/4.0 X 3/4- SOLO -SR ANCHORS. AS DISTRIBUTES BY ALL POINT SCREW. BOLT ! S 07ALTY CO
<br />- 414-10 PANEIMAtt FT AAi 0 AND PANELMATC PLUS M401M AS WINUFAOTNKO BY ELCO CONSTRICTION N
<br />- I/4. 0 LWAC WJUN ANCHORS. As LIANUFACrLRKD BY DEWA.T. PIC
<br />9A) MRWALM DMOMOR AN OF TAPCON CHORS, ELCO PANOLMATM AND ZKN ANC AAC MALHOR. IRO M •VEEP
<br />CO
<br />fT.ORW/l W1t.D111D DE YRloo H1IFYIQOnI 202
<br />BUICK UNIT STALL BE t 1/4'•
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<br />HORS CHORS SMALL BE EABEWED 7/B• INTO THE CONCRETE BLDCN SNIT. NO %,44
<br />9.2) CALIc-01 a ANC
<br />7 :1
<br />4NA0 1um0. Hs.
<br />21 OADE oALVA1kLED STEEL STORM vANEL
<br />DRINK IN,
<br />SNG40 SMALL Y RMOTTED. 1/4' 0-20 SCMWS USED SHIAm Y 1 1/2' L014G MO " SHOULD EXIST, *
<br />-'-
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<br />EKWINC WALL.. ANCHORS SMALL BE LONG ENOUGH TO RE.1O1 THE OWN STRLCtIINE Y/LINO SUCH P AS '•.
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<br />TOP • BOTTOM MOUNTINGS CAN 6E DESIGN PRESSURE RATNG (O.W ANO FMNL1 UENWHS
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