|
.6.1me-Mr
<br />_;Mrl
<br />I MINIMUM w—
<br />m.
<br />APmSTG
<br />+58.0. -75J
<br />IV OR LESS
<br />-
<br />I 9/46.
<br />BDLTW
<br />V. T. Y� I'm,
<br />2.,W s, :CAN
<br />+1=. -75.3
<br />70' DR LEM
<br />1 2 716l
<br />1 a 4"W
<br />WNGNUT AT WMAP SO 4OX OF PANEL LENGTH
<br />PRESSURE
<br />RATING
<br />MQ** ANCOORS SPACING FOR E. D, - 3
<br />APAUGOINUt TO
<br />AV
<br />OF THEM
<br />PAWL
<br />LENGTH V (w)
<br />TAPODW
<br />ONX-M
<br />FANVJAATT fVMALE C
<br />PANELWITE PLUS
<br />To WWFETE
<br />10 cohom
<br />To CONCRETE
<br />TO CONCRETE
<br />BLOW
<br />m c=m
<br />IM CONCRETE
<br />12'
<br />JNIA
<br />2.
<br />10
<br />N/A
<br />12
<br />M/A
<br />le
<br />010A,
<br />V STOP)
<br />To,
<br />3"
<br />51
<br />e
<br />I' BOTTOM
<br />2000 +
<br />12*
<br />3.
<br />12'
<br />51
<br />1.
<br />1.
<br />1.
<br />6"
<br />BOTTOM)
<br />N/A
<br />N/A
<br />N/A
<br />NfA
<br />R/A
<br />N/A
<br />12 1/2"
<br />2. fearilto)
<br />7T
<br />-n.3
<br />r
<br />N/,k
<br />IS 1/2
<br />N/A
<br />4 1/2
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<br />"n.
<br />N/A
<br />31 (Tw)
<br />OR LESS
<br />ir
<br />N/A
<br />12*
<br />N/A
<br />V Ile
<br />N/A
<br />9 1/2-
<br />NIA
<br />X (BOTTOM)
<br />12'
<br />N# A
<br />I
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<br />/
<br />4-
<br />12'
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<br />9 lIr
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<br />11-
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<br />* LIMITED TO 0&0 Pt. A&D. DES" PRESSI RAII
<br />a SEE SHEET 25 FOR ANDHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD
<br />=9= SPA61115 AND VANUM CODE OWN" ARE 101OCIVIE, OR IM
<br />WmAE. MR Em LESS THAN INDICATED ON swo" REDUCE ANCHOR: SPACING
<br />BY MULTIRLYI SPACING SHOWN ON SOME XAS BYVHE FOLL0014 FACIM FOR
<br />THIS := TO BE POSSIBLE REDUCED SPACING OBTAINED USING FACTOR SNI
<br />MCK I $41041M SPACM INDICATED FOR EACH ANCHOR TYPE AT
<br />a LM
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<br />+ REQUIRES Ma*, DISTANCE BETWEEN BOTTOM OF PANEL
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<br />REQUIRES M DISTANCE BETWEEN B=*M OF PANEL
<br />K, Amo 0 TO 3/ir 9
<br />++ 1/1- 1-
<br />COMPONENTS EQR REGULAR, UEE SAFETY A E—Z 11AMG STORM PANEL =EMS
<br />(SCALE 1/2-1)
<br />2v CWAL
<br />1/410-200/e
<br />0TWIVIA: WmTwtl-- &S_ SM M%=
<br />Z7 ARQUE * a 1/4,
<br />Ise-It 12 lIr VA
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<br />.250
<br />01024�AZED MIN. TH" IA 71'
<br />I HEOM CAIMMSTEEL
<br />.
<br />24 w,
<br />EDGE . �w.
<br />C-60CNN .J
<br />OETAIL A
<br />L
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<br />PANELS; SHOU, a TWISTNUM Amys 2,3w-,
<br />FROM LEFT TO MOW W/ vz- LED 'r BACK ANGLE MM SIM
<br />At END AT LEFT SCE OF FMOL
<br />Tfpmm EDGE: 0.024* (00
<br />GALWAIZED STEEL,
<br />Away AV VP
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<br />GO
<br />P.
<br />1467- 9.623' sum.
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<br />Pit ON SWEET 3
<br />ut", SEPARATION & FoRgw
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<br />I MI
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<br />I
<br />CONCRETE ANC} CONCRETE ANCHORS
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<br />CONCRETEANCHOms REQUIRED. REQUIRED,
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<br />SHEETS 9 & 10) COMBINED IN ANY WAY To SLUT ANY .. ...... 414011111 W)SWI-11I FIX W)MI
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<br />1/4, 3/4 4/5 5/5 & 6/5
<br />'4 IW/6, 3W17 & 4W/7
<br />SHEETS 0, ANCHM (SEE SCHEDULE ON to'ki 1) 3' MAX'
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<br />2/4 WIS. 2W/$3 3WJ7 & 4WJI
<br />L (SEE SCHEDULE ON SMM$ 0. 10
<br />REOULAR 51QRM PANEL (1) ELEVATLON
<br />NJ.S� U GAP
<br />10-44167
<br />P_% ITAtE OF Z
<br />SECTION A. —A
<br />N.T.S.
<br />PANEL LISISIN 'T +* FROM St
<br />RPM LENGTH 1,;FRQM S
<br />1 jaw* ouvwxon PANEL
<br />24 CAM GALVANIZED STEEL STORM PANEL I —
<br />0%'1POODUCMLOB&tNP
<br />20-175
<br />OPA"a ".
<br />114ST NLL M ALUTtON DffAiL� Fos ftEguLAR
<br />1810 WOAD SIRMURES
<br />��FTTNI'V_77
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<br />4
<br />Exenw-1 PANEL LENGTH
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<br />WOOD ANCHORS (SEE SCHEDULE
<br />I= SCHEDULE ON.1ON SHEET 1j_FOR
<br />1 SHEET , SPACER
<br />,hd -01 or Ir
<br />MAIL
<br />WOOD HEADER. ED
<br />i
<br />f ED
<br />I I' AFAR. LONG ALUMINUM SPACERS 0 12 1/2*
<br />O.C. ME TABLE 01 ON SHEET ll.)
<br />1 MIA, SEE NOTE - MOW FOR LIMITATIONS FOR
<br />I 4Ax MMT5,
<br />5 v 1 1/2- Low
<br />I v Mcx, i
<br />70 CLASS, PANEL J.MN
<br />I PANEL ILD41)i
<br />(SEE SCHEDULE I (su SCHEDULE
<br />{SEE SCHEDULE I am SHEET 3) _PAREL MATE FEMALE 0 OR PARM MATE
<br />I
<br />ON SHEET a) ON SHEET 3) PLUS (SEE SCHEDULE ON SHEET 11)
<br />21xe WOOD
<br />EMnNO PtAlt
<br />$EE SCHEDU� WOURED'
<br />MOUNT SUM 6A
<br />ON SHEET 3) DIUM NJ
<br />tn JIF-11 SCALE 3/StI
<br />56% i 0 V2 1/2' 0.0� SEE TABLE A1ON SHEET 11 MR MAX, PANEL LENGTHS
<br />0 DESIGN LOADS FOR INS INSTALLATION.
<br />OF V
<br />V
<br />WOCIO ANCHORS
<br />STAGOEFIED W/ MUD
<br />L (SEE 1ICHEUE ON WIDER IM MY W 1 RD 1/2* LONr'.
<br />2*.4' WOOD *mm ROOM (YRW 0 A RISTRICTIOW FROW ANY
<br />mm cummemy Doom OR
<br />&AMA sNmT 11).
<br />PLATE KQWWD- AM ANCHORS
<br />I nm To qASs iI 2"X4,
<br />sim"m W/ SWE, RATE REOUIPID t4 AMCHORR COW TIM OWGMRTT M VIAMOL, WR FSAME ID OR
<br />WI 0, ,,a, to FLUID VOIAZ, SPAM 440" AT # A/0 0
<br />(SEE scmsjtx, ON SONG 06 THE FOLLOWING MIV�WeAAr
<br />bow= wft III fir QLG� '"Afma wa
<br />PFORK
<br />is "j, W. 24 Pa PANEL UPOTH IS LIMITED TV W AT ART "M
<br />IS III WIDER AAASL MONTHS ALLOW ON 40
<br />S Am" LOOM is I
<br />w AMR" WA W" MoutLTmew
<br />% oS= AS U313�M 04
<br />2A HE ONLY
<br />WALL UW" SCAM 3/8-11VOID 3 Ali VVFVNREV Be ASTM
<br />ODDF_ (71h EDITION) OF THE E400114%
<br />SCALE 3^11' :!�,*Kymwo auum
<br />Tf
<br />............
<br />v0k �.v FLOR BUILDING CODE (Nort WgIvVeloafty Nu Cons zon0i
<br />1, INSTALLAMON ARE ONLY VAUD FOR MAXA.S.O. Amw numa. w-
<br />4107 24 111 GALVANIZED STEEL STORM PMEL
<br />DESIGN PRESSURE RATING (ps.f) AND PANEL LENGTHS 07/0/m
<br />TOP ,& BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR
<br />ALTERNATE 2W') ATE
<br />coMMNED,JR ANY WAY TO SL9T Aw ST rlmf C 0 GLOUL PROTECTION PRODUCTS, Uc.
<br />INS'rALLATION, tiRli}*
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOODsxiA
<br />ikEV_&_JW Nur. 20-175
<br />sHn
<br />TO BE SOUTHERN PINE No z w/ speciric I
<br />MEMBERS — - i_�! ;_ i
<br />DENSITY OF 0.55 OR EQUAL.ck-ou"IM, !m.1 — 11
<br />"M
<br />9ENEM- NQ=
<br />PANEL IIS cc) =4�v
<br />DOCUMENT (REM) HAS BEEN YEWED FOR COMPLIANCE W ACCORDANCE W INC
<br />TORN INSTALLED WITH THE 2020 (1th EDITION) OF THE FLORIDA BUILINNO CODE THIS S PANEL SHALL NOT BE INST 0 AT HIGH PLUS ANCHORS, AS MANUFACTURED Or ELCO CONSTRUCTOR PRODUCTS,.
<br />M.00ITY HURRICANE ZONES (MIAMI-DAIS / ORDWARD COUNTIES). - 1/4-0 LAG SCREWS PER N.O.S.
<br />DESON WIND LOADS SHALL BE DETERMINED AS PER SECTION 109 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND - 7/1 Wo . 518` WOOD BUSHING. AS DISTRIBUTED By ALL. POINT SCREW, BOLT & SPECIALTY CO.
<br />SPEED AS AEOURISED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED, AND FOR A DIREC1101I VACTOR
<br />KO-01:4MG CE T-16 AND SHALL, NO EXCEED THE MAXIMUM tk2LMj OESIGH. PRESSURE RA71THOS INDICATED ON SFILM C 1) MINIMUM WEADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 llr •AND 2' FOR ELM PANeLMATE PLUS
<br />AS
<br />T 0 12 & 17, 16, AND Pmf;uvjx FEMALE MI.
<br />IN ORDER TO VERW THE ABOVE CONDITION, U094ATE DEMM WIND LOADS DETERMINED PER ASCE 1-16 SHALL BE FWST
<br />REDUCED TO ASO. DESIGN PRESSURE RKnNG BY MULTIPLYING THEM By 0-6 IN ORDER TO COMPARE THESE W( MAX. C-2) MINIMUM THREADED PENETRATION OF LAG SCREW, IWO THE WOW FRAME UNIT SMALL BE 1 11`2', NO THREADED
<br />OEM PRESSURE RATINGS 0101CATIEP ON SHEETS 1 9 THRU 12 * 17. 1& PENETRATION INTO STuCCO SHALL SE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION,
<br />IN ORDER To VERIFY THAT ANCHORS ON THIS P_EO� AS TEM WERE NOT OVER STRESSED A = INCREASE tN ALL
<br />$11TESS FOR WIND LOAM WAS b= LISEP IN 'THEIR ANAJYM FASTENERS SPACING TO WOOD HAS BEEN OMRIONED IN C,3) 44NIWJM EWE DISTW= OF LAG SCREWS, INTO WOOD SMALL K AS INDIONTED IN IS DRAWING
<br />ACCORDANCE WITH N.D_�, 2018.
<br />STORM PANELS ADEQUACY FOR IMPACT 40 WHO RESISTANCE HAS OEM VERWIFID, IN ACCORDANCE WIN SECTION 1609.1-2 OF GA) MINIMUM PENETRATION Of WOW HUSHING SK&41 BE SA".1/4' 0-20 SCREWS USED SHALL BE I 112" LONG MINIMUM
<br />SHOULD STUCCO ERTST, AND I' MINIMUM FOR WALLS WITH NO STUCCO,
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FOROA RGI W4,01-01 AND 1:0219,02-061, AS
<br />PER sm tt-09 & AM E 330-02 STANDARDS, AND AMERICAN TESTING 1AR SOUTH FLORIDA RMW 1111123-01-10 AS PER a5) IN GAsr THAT PRECASY SICINE, OR PREGASr COIKRETE PAND.S, STUCCO OR WOW SOAKS BE FOUND ON THE EXISTING
<br />TAS-2o1 AND TAMYOCULs, AND As PER CALCULATIONS PERFORMED 4N ACCORDANCE W,' SECTION IS" Of THE WALL, ARCAM SHALL BE LONG ENOUGH To REACH THE WAN STRUCTURE BEHIND SUCH PANELS.
<br />FLORIDA II CODE ANCHORAGE SHALL SEAS MENTIONED IN CA), C,2) & C-4)
<br />2, ALL ALUMINUM EXTRUSIONS 10 BE 600-16 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED, SEE SHEET 2 (C) ANCHORS SHALT BE INSTALi�. FOLLOWING ALL OF THE ROMMMENVATIOM AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAD. 14AVE 3H]S-1114 ALLOY. a PRNW MAYALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALUITION DETAILS SHOWN OR5ECTION I THROUGH 6 (SIFETS 4
<br />4. ALL SIM SHEET METAL PANELS SK41 HOE STRUCTURAL DUAL" STEEL "STU A-653GRADE 60 MINMUN, 0-60, WVANIrO IHAQUGH 5) EXCEPT 'NAT HEADERS 0 & (D SHAM NO BE USM
<br />STEEL DESIOfM1ION W/rr 92.2 RW (AMR ROLLED): V. !T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VO4FY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />ATTACHED TO WSURE PROPER ANCHORAGE THIS SHUTTER SHAD_ ONLY BE ATTACHED TO COMMM V_QCX OR wow FRAME
<br />5. ALL:SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON BUILDINGS.
<br />50018 W1 50 "1 "aff STRINM AND 40 ki TENSILE MWNM AND SKILL. COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2411.3.3.4. Ia. EAW RECUIAR STORM PANEL WMI JLENOIHS OVER W, AS PER SECTION'S 1, Z 4. S. 6 AND ALYCRKOWS JW, SW & 4W ON
<br />SHEETS 4, 3, 6 A, 7 HAVE AOLECISLE AND READILY VISIBLE MARKING WISMUCTINQ OWNER 09 TENANT TO
<br />Z�ICTTIIGIY
<br />6. BOLTS TO BE ASTIA A-307 GALVANIZED STED, OR AIR 304 SERIES SIAMESS STEEL WITH 36 k-i MINIMUM YIELD STROICTHL SECURE PANELS WITH . I= USING PERIODS OF HURRICANE WARNING
<br />7. ANCHORS TO WALL SHALL US AS FOLLOWS I I, THE INSTALLATION CONTRACTOR IS TO SEALAMAX ALI, SHUTTER COMPONENT EDGES W4C" REMAIN IN CONTINUOUS tMACT WON
<br />THE VALONa, M PREVENT VRK/RMN 4MUSION.
<br />1/*-# TAPOON ANCHIM AS MANUFACTURED BY I.T^ BUILM. INC. ro-3192 P-0 12- STORM PANEL 94%ALLATION SHALL COMPLY WITH SPECS INDICATtD IN THIS D"NC PLUS My BUILDING AND 20HAR, RECLILAITIORS
<br />1/4' 6 x 7/8' CALK -IN ANCHORS, AS MANUFACTURED By OEWALT Na PRWEED BY W jUkJSG$Cf WHERE POW IS APPUED Tat
<br />I SP
<br />3/4' SGUC-SET AWHORS, AS D"MffW BY ALL POINT SCREW, MIT & ECI&TY CO,
<br />IJ� (0) THIS PRODUCT FVALUATf" DOCUMENT (P,C9J PREPARED W, THIS ENGINEER IS MNMC AND DOES HOT PROMO]:' INFOWATON
<br />t/14'0".
<br />M"_ -SOQQ "a�)
<br />ji4_16 PANELMAT , E FEMALE ID & VANELVATIE PLUS ANC-40ft, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS FOR A $In SPECIFIC PREMEM �0, WHERE THE SM CONDMONS DEVIATE FROM THE PZO,
<br />Ile# ZAMAC NAILIN ANCHORS, AS MANUFACTURED BY DEWALT, 01C. (b) CONTRACTOR 70 K RESPONSIBLE FOR THE SELECTION, PURCHASE AND OWALLA11ON INCLUDING LIFE SAFETY Of THIS PRODUCT
<br />BASED ON THIS P.E.D. PROVIDED HE/SHE NOT DElIATE FROM THE CONDITIONS DETAILED ON PITS DOCUMENT-
<br />SAFETY AT SITE IS X'JCR�S RVA-ONSISUTY,
<br />,A 1) MINIMUM EMBEDMENT OF TAPCON ANCHOR$ WID POURED CONCRETE SHALL BE 1 1/4"; V FOR ELCO PARELMATE AND CONSITE Do=
<br />1 314- FOR ZAMAC NALIN AKOHORS.
<br />(c) THIS PRODUCT EVALUATION DOCUMENT Wilt BE "SIOERW INI IF MODWNED.
<br />A.2) CALK -IN & SOLKI-SET ANCHORS $HALL HE EMBEDDED 1/8* INTO THE POURED CONCRETE NO EMBEDMENT KID
<br />SIUCCO SHALL BE PERMITTED. I/e 0-20 SCREWS USED SHALL BE I I/V LOW MINIMUM SHOULD STUCCO --AW, (d) SITE SPEOM PROJECTS $HALL BE PREPARED BY FLORIDA REGISTERED ENGINEER OR MMKITTECT WHICH WILL BECOME THE
<br />j RECORO, (EID.R.&FOR THE PROJECT AND WHO WILL BE RESPON&
<br />AND I' MINIMUM " WALLS WITH NO SIVM, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O READ. ENGINEER 'OLE FOR THE
<br />PRO To THE
<br />BUY WITH WING RUTS. OF THE P1,,G, VANEER OF RECORD, ACTING AS A DELEGATED ENGINEER
<br />P,f-a ENMOER, VW! SUBMIT To TINS LATTER THE SITE SPECIFIC DRAWINGS FOR REOFW.
<br />A.3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOW BOARDS RE FOUND ON TTIE
<br />DUSTING WALL OR FLOOR. ANCHORS SMALL BE LONG 04"t TO REACH THE MAIN STRUCTURE BERM SUC} PANELS- (.) INS PF_VL SHALL VAR THE DAM AND ORIGINAL SEAL AND SIGNATURE OF THE PROFV5540fM
<br />ANCHORAGE SHALL BE AS MENTIONED N AI) AND IN &2). ENGINEER OF RECORD THAT PREPARED n.
<br />14. SHUTIM MANUFACTURER`$ LABEL SH"'BE LOCATED ON A READILY Y&KE LOCATION AT STORM
<br />(0)
<br />t/47 s TAPCON ANCHORS AS "uFACTURM BY II W. MUDEX. INC. PANEL SHUTI'M IN ACCORDANCE WITH SECTION 1709.9,2 Of FLORIDA VOLDRIG CODE. ONE LABEL.
<br />,. SHALL BE PLACED FOR EVERY OPMWC� LABELING TO COMPLY WV8 SECTION 1709,9.3 OF THE
<br />Ile f . 71ir CALK -IN ANCHORS, AS MANUFACTURED By DFWALT. INC. FLORIDA BUILDING CODE
<br />Ile# x 3/4- SOLO -BET ANCHORS, AS DISTROUTSID BY ALL POW SCREW, MOLT & SPECIALTY CO.
<br />#14-10 PANELMATE FEMALE 0 AND POAtLMATE PLUS ANtIAINS, AS MANUFACTURED BY ELCQ CONSTRUCTION PRO
<br />114' 0 2AAMC, NAIUN ANCHORS, AS MANUFACTURED BY OOALT. W
<br />u.i) Mmmum EMBEDMENT OF TAPOON ANCHORS. ELCO PANIONATES AND ZQAAC A" ANCHOR. WO THE zN10 FLORIDA BUILDING CODE (NOR High Vafodlty NU can* Zone)
<br />BLOCK UNIT SNAG. BE 1 1/4-.
<br />-Me
<br />9,2) QSA-IH It MUD -SIT ANCHOR %,44 7 24 OW WVANW STEEL
<br />S $HALL BE EMBEDDED ?Ifr IM THE CONCRETE BLOCK STORM PANEL of"M"
<br />STUCCO SHALL M PERMITTED /4- 0-20 WRENS USED SHALL BE I t/2- LONG MINIMUM Szftnz.
<br />WITH STUCCO, 11LIEt0INC. GLORAL PROTECT"
<br />U NO
<br />AND '. MINIMUM MR WALLS S-�5 STATE ATE:
<br />SOAKS BE FFOud* E'�VR WL vi_
<br />THAT PRECAST MNE. OR PRECAST CONCRETE PANELS. STUMO Of? WOOD • 4wo &t. 51ART
<br />EXISTIRD WALL ANCHORS WALL BE ONG ENOUGH To REACH THE MINN STRUCTURE BEHIND SUCH ... .. AZE, mqua-7s.0, oxt 0154)M-4= 2 1 0-175
<br />`
<br />ANCHORAGE SHALL BE AS MENTIONED IN SA) AND IN a2), * wj I I d Nee
<br />EJIIJF9
<br />lb 4-A
<br />INSTALLATION
<br />1ffQ POURED
<br />DETAILS EM REGULAR PANEL(!)
<br />CONCRM OR CQKRETE L90 MUOYM
<br />NO, POURED CONCRETE
<br />CONCRIFT BLOCK
<br />POPOURED CONCRETE
<br />STINGMWETE MOCK
<br />CONCRETE ANCAM
<br />UL
<br />SDHED (SEE E OW
<br />SHEETS 0 THROUGH 10)
<br />CONCRETE ANwlORS
<br />(.,
<br />SHEETS 9 THROUGH ID)
<br />EXISITIRI POURED
<br />OR
<br />CONCRETE 11LOO_
<br />i-T
<br />12- 1/4
<br />I Ww-
<br />L
<br />�;,
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE ON.
<br />a
<br />E-P.
<br />SHEETS 9 1HROUGH
<br />Ia
<br />I SEPARATION
<br />TO
<br />(SEE �C�
<br />GMIASSS ON: "LET B
<br />em FOR am
<br />PANEL LENCT-11
<br />SEPARATOR
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<br />(SEf SUMMU -4
<br />ON "m
<br />(SEE SCHEDULED
<br />MCA.
<br />ON ➢SHEET 3)CLASS
<br />PANEL,
<br />PAN H
<br />(SIX SCHEMI I (SEE
<br />COWAFTEANCHORS
<br />(SEE SCHIEDULE ON-,
<br />F_
<br />(SEE SCHEDULE
<br />IF- _t ON SHEET 3)
<br />ON SKM 3) — -,-
<br />SHEETS 2 THROUGH I
<br />paISR
<br />I
<br />It
<br />Mw
<br />501
<br />100 aws
<br />OF
<br />MAX
<br />A
<br />=TRW 1. 12 t/2- CLP
<br />401.1. m w
<br />IM a,
<br />MR
<br />CONCRETE BLOCK
<br />REQUIRED,
<br />CONCRETE ANCHORS
<br />=149
<br />HEDUa ON
<br />Tv"ATE
<br />ONLY WHEN Saw
<br />Y111
<br />LEG LOCATION
<br />An
<br />CALK-INRS
<br />ARE USED & W/ *"EN
<br />ALTERNATE G PWOM CONCRETE
<br />CONCRETE ANCHORS
<br />REQUIRI
<br />. ,A.CONCRETE SLOCH RECURRED.
<br />STACCIDRID W/ Sniff'
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />(SEE SCHEDULE ON
<br />SHEETS 0 THROUGH to)
<br />aullazRa mou
<br />SCALE 3/8+1'
<br />Na
<br />imLL Mawmmg
<br />M=N
<br />SCALE 3/8-1 ;
<br />WALL MOUbM 4 DIRECT MOUNT
<br />ww
<br />0%'V"t410A11fuT"io l
<br />FLORIDA BUILDING CODE ($Do NIIIIII,V01colly Nurlfeano
<br />Zosta)l
<br />ED. ME DISTANCE
<br />(SEE SCHEDULE ON
<br />COMBINATION' OP SEL'VTONS:
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />44167
<br />z
<br />S.C.. STATE 0�:<4%
<br />11, 041.-�Owu�..
<br />24 CASE GALVANIZED STEEL STORM PANEL
<br />OLOUL mmCnON PRODUM. Lm
<br />na«Aa Br
<br />1.
<br />SHEETS 9 & 10)
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />...... ,
<br />�FArAA
<br />20-175
<br />16
<br />DAMPING Na
<br />THEIR 4 or To
<br />INSTAL LABON QUAILS FOR REGULAR PANEL (D INTO WOOD
<br />LED
<br />W.M.Wm- =V
<br />BEAM
<br />TD F I'll", WODD
<br />CERTIFIED BY
<br />RECISTIES0 ENGINEER OR
<br />J
<br />ANCHORS ALTERNATE WOW ANCMHD-xnr, teY*00t NEW
<br />(SEE SCH ON ON ON
<br />RUT
<br />O'C.
<br />WOOD HEADEB__ V
<br />REQUIRED A7 I 4V-Aft
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<br />p
<br />A
<br />W ANCHORSCLASS I It WO4,
<br />k.
<br />EPARATION TO
<br />10 GLASS v
<br />ON SHEET 3) Su" weotu ON SHEET iy I MAIL
<br />PANEL LENGTH
<br />------- PANEL LENGTH 00 ON SHEET$)
<br />Ott SHEET 3) GLASS
<br />OF *11
<br />to%
<br />OF V
<br />G 12 1/2-
<br />No m1i vat"
<br />C;e WOOD 2N4� WOOD P;W_ ANCHORS
<br />RECURRED RECURS)
<br />WOW ANCHORS �6EE SCHEDULE ON
<br />"SEE S0�3MULE ON- smaT 11)
<br />L-2- Adri�_
<br />Qumm
<br />ALUEHIM 111 ALVA&IIVE mW 6p, HYL-W 1w 0
<br />SCALE 3/9-1, 1n111My SCALE 5/6-1" 4
<br />ViF
<br />'A
<br />z NO. 44167
<br />N= FOR "MaImm OF V=N FLORIDA BUILDING CODE (#on Nigh Velocity HU Can# zonw)l
<br />1, INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D Aom T4=(LFP
<br />TOP & SOMM MOUNTINGS, CAN BE DESIGN PRESSURE RAIING i%s,% AND PANEL LENGIHIS 24 GAGE 04VARM STEEL SMARM PANELOTMrtI
<br />SWE OF
<br />COMBINED IN AIM WAY 70 SUIT ANY AS PER SCHEDULES ON SH ET
<br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD GLOBAL IGROTECMN PRODUCTS LLC. WE,
<br />MEMBERS 70 BE SOUTHERN PINE No 2, W/ SPECIFIC IL11EC0%v7
<br />OR EQUALf3A; L r. "m %w, blSw
<br />DENSITY OF D.56
<br />PHw_ 20-175
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<br />SHEET NO.
<br />SH 1.3
<br />
|