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<br />(C) 70 E1ttS11NG wOCY1 f1Y1 SPECIFIC dtAVt1Y G O.SB Wt);.
<br />t. STORM iMNEL "a ON THIS PRODIKT EVALUATON DOCUMENT (PAW HAS BEEN VERIFIED FOR COMPLIANCE N �
<br />- 1/4'W TAPCGN AlN5i0RS. AS MANtRAC11MED BY I.T.W. WUXX. INC.
<br />UM THE I014 (SM EDITION) OF NNE FUDRIDA BUILDING CODE. THIS STORM PAEL SMALL HOT BE INSTALLED AT INCH
<br />-- /14-iD PAELMAXE FEMALE D AID PANiYMIiTE PUS ANCHORS. AS MAr1FACTIMED BY UM � PRODUCES.
<br />VELOCITY MJRNCfN1E HONES (BIi1MhON]E J BROWARD COUNTIES).
<br />= 1/4 0 LAO SCREWS PER N.O.S.
<br />DESIGN WIND LOADS SHALL BE OETF]ZaW� AS PER SECTION 180E OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND
<br />- 7/100 x 5/r WOOD BUSHING, AS OWRWTED BY ALL POINT STREW, VOLT At SPECIALTY CA.
<br />SPEED AS 11004ARED BY THE J1IRISD1CTION WHERE STEM PANEL. W.L. BE INSTALLED. AND FOR A DIRECTIONAL" FACTOR
<br />KD-0.a5. USING ASCE 7-10 AND SHALL. NO DME0 THE MMA,IMNL (ALSO.) DESIGN PRESSURE RATMGS IRKGATED ON SHEETS
<br />C.1) MNIMUM THREAIOED PENETRATION INTO MOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2- FOR ELCO PANELMATE PLUS
<br />3. 9 THRU 12 k 17, 1&
<br />AND PANELMPL.E FEMALE D.
<br />IN ORDER TD 14 TY THE ABOVE CON DfOOI, ULTIMATE DESIGN WOO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST
<br />REDUCED TO A.S.D. WITH iN -PRESSURE RATING BY MULTIPLYING TEEM BY Me 111 CIDER TO COMPARE THESE W/ MAX. (AS.D.)
<br />C.2) MINIMUM THREADED PO4ETMTIM OF LAG SCREW. N00 THE WOOD FRAME UNIT SMALL BE 1 1/2-. NO Tiftshm
<br />DESIGN PRESSURE RATINGS INDICATED ON SFEL75 3, 9 71RU 72 A 17. 1a.
<br />PENETRATION NTO STUCCO SMALL BE CONSIDERED AS PART OF THE RFOURED THREAM PERETRATICK
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS PX4 AS TESI WERE NOT OVER S. A 33X INCREASE N ALLOWABLE
<br />STRESS FOR woo Laws WAS an USED N THEIR ANALYa1S. FASTENERS SPAGBIG TO WOOD HAS; BEEN DETOWN" N
<br />C.3) MPWUM EDGE DISTANCE OF LAG SCREIY5. INTO WOOD SMALL BE AS INWGTED N THIS MATTING
<br />ACCORDANCE WITH MD.S. 2012
<br />STORM PANELS ADEQUACY FOR WPACT AND WIND RESISTANCE HAS BEEN VERIFTED N ACCORDANCE WiTH SECTION 14109.1.2 OF
<br />C.4) MINIMUM PENETRATION OF WOOD BUSHING SWILL BE 5/r. 1/4' 0-20 SCREWS USED SMALL THE 1 1/2- LONG MNMIRM
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH RAWA REPORTS +Ga14(111-01 AM #0219.02-09. AS
<br />SHOULD STUCCO EXIST. AND 1' ANIMAL FOR WALLS WITH NO Srwm
<br />PER S570 12-99 6c ASTM E 330-M SUNOAROS. AND AERICAN TESTING LAB SOUTH FLORIDA REPORT ftl23.01-10 AS PER
<br />TAS-201 AM TA4-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 180E OF THE
<br />CS) INCASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. STUCK OR WOW BOARDS 8E FOUND ON THE E7tIST9iG
<br />FLORIDA BUILDING CODE.
<br />WALL. ANCHORS SNALI. BE LONG ENOUGH TO REACH THE MAIN SiRUCTCRtE. WOO SUCH PANELS.
<br />ANCHOR" SMALL BE AS MENTIONED IN CA), C.2) RL C.4)
<br />2. ALL A MMNMMA DORI ONS TD BE 4I063-79 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). 'SEE SHEET 2
<br />(D) ANCHORS SHAM BE P ALLED FoLLOom ALL OF THE REDomwomam AND SPeNrATwm OF THE ANCHOR'S MNwAmIIREP.
<br />3. ALL ALLMMHAM STREET METAL USED AT CLOSURES SHALL HAVE 3105-1414 ALLAY.
<br />8. PANELS MAY ALSO BE NSTALLED HOIIZC UALLY FOLLOWING INSTALLATION DETAILS 910WN ON SECTION 1 THROUGH 6 (SHEETS 4
<br />4, ALL STET SHEET METAL. PANTS SHALL NAVE STRUCTURAL QUALITY STEEL, AMU A-8S3 GRADE W MINIMUM, 0-80 GALVANIZED
<br />Ti3iDUGYM 5) VOCEF T THAT HEADERS('!/ R() SVtiL NOT BE USED
<br />STEEL DESIGNATION W/FY- 92.2 kM (APIM ROILED).
<br />9. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOURNESS OF THE STRUCCTURE MOM SHUTTER 15 TO BE
<br />5. ALL SCIONS TO BE STANLESS STEEL 304 OR 316 AIM SERIES INN CORROSION RESISTANT COATED CARBON STEEL AS PER DINATTACHED
<br />NSCIE PROPER .THIS SHUTTER SHALL ONLY 8E ATTACHED TO CONCRETE. BLACK 0R WOOD FTAAE
<br />5001E W/ 30 Masi YIELD SIRE iGTH� AND 90 Hsi TENSILE SiIEWGHt MID SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />•TO
<br />2411.3.3.4,
<br />TO. EACH REGULAR STOW PANE. WITH LEGTHS OVER 907. AS PER SECTIONS 1. 2. 4. 3. 6 AND ALTERNATIVES 1Wt 31V a 4W ON
<br />SELECTS 4, 5, 6 t 7 RESPECTIVELY. 94ML NAME A LEGIBLE AND WAXY VISIBLE MARKING NSTWJCTNG OWNER OR TENANT 70
<br />6. BUMTO BE ASTM A-= Q %ACED ME. OR A85T "4 SERFS STAINLESSSTEEL, WITH W Ica! MDNMMIM YIELD STRENGTH.
<br />SECURE PANELS WITH APPLICABLE �'ORCEMENT' DURING PERIODS OF HURRICANE WARNING.
<br />7. ANCHORS TO WALL SMALL BE AS f'OU.OYIS:
<br />11. THE NSEALUAT411 CONTRACTOR IS TO W4A-AUUC ALL SHUTIER OOMIPO 4M EDGES WHICH MUM N CON ITI IKKM CONTACT WITH
<br />THE BUILDING TO PREVENT WIND/RAN INTRUSION.
<br />((� TD F16ETTNrt MrdMim mi[3NEIF-
<br />- 1/4 V UPCON ANCHORS AS MANUFACiURFD BY LLW. BUBDEX, NC. (ML rc-302. P.A.)12.
<br />STORM PANEL MLSTAtLATiON SNAIL COMPLY WITH SPECS INDICATED IN THIS DRAINING PLUS ANN`t BUILDING AND ZWIMG REGULATIONS
<br />- 1/4" r x 7/6^ CALK-N ANCHORS. AS MANUFACTURED BY POWERS FASTENERS INC.
<br />PROMS BY THE AIRISDMCtION WHERE POW IS APPLIED TO
<br />- 1/4'0 x 3/4' SOLID -SET ANgNOpS, AS DASSRIBUIED BY ALL POW SCREW, BOLT do SPECIALTY CO.
<br />(Min 'r-MOO p ¢i.)
<br />13. (a) THIS PRODUCT EVALUATION DOCUMENT (PLEA'•.} PREPARED BY THIS EN{ R IS GENERIC AND DOES NOT PROVIDE INFORMATIONTHE
<br />- 114-10 PM41MYE FEMALE D r PAN ITIJATE PLUS ANCHORS. AS MAIWACT RED BY EUXI CONSTRUCTION PRODUCTS.
<br />EM
<br />FOR A SIZE SPECIFIC PRCitECT; Is. WHERE SITE OOWOFftONS DEVOTE FROM THE P.E.D.
<br />- 1/4-* 7AjW MAN ANCHORS. AS MAMIFACTURED BY POWERS FASTENERS. INC.
<br />(D) CONTRACTOR TO BE RESPONSIBLE FOR THE 'SEIECtIOK PURCHASE AM 11TWAlATON INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />A1) MINIMUME]IBEDAENT OF TAPCON ANCHORS NTO POURED CONCRETE SHALL BE 1 3J4': 2- FOR 11L o PANFLMATE AM
<br />BASED ON INS PA& PROVIDED HE/SHE DOES NOT DEMMTE FROM THE CONDNiDNS >�TANL iD ON THIS DOCUMENT.
<br />CONSTRUCTION SAFELY AS SITE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />1 3/4- FOR IMLAC NALM MlCNDRS. .
<br />(c) THIS PRODUCT EVALtA7GN DOOLIAENT WILL BE CONED ON" IF MODFUL
<br />A.2) CALK-411 At SOLD• -SHIN ANCHORS; SHALL BE EMBEDDED 7/6` INTO THE POURED C:ONCREiE. NO EMBEDMENT INTO
<br />STUCCO SHALL BE PERMITTED. 1/4" 0-20 5(ITEWS USED SMALL BE 1 1/2- LONG MINIMUM 'MOULD STUCCO DOST,
<br />(d) SITE WMIFIC PROUEM SHALL BE PREPARED BY A FLORlDA RECISTERED EJ40M OR ARCHITECT WHICH WILL BECOME THE
<br />AND 1' MMHNNUM FOR WALLS WITH NO STUCCO, AID MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O MEAD.
<br />ENGINEER OF RECORD (E.O.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />BUT' WITH YANG HIS,
<br />PROPER USE OF THE RED. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE
<br />PJA ENGPIEER. SMALL SUBMIT TO THIS LATTER THCE SITE SPECIFIC DRAWINGS FOR RLVEW.
<br />A3) N CASE THAT PRECAST STONE. PtiECIL5T COMMIT PANELS. PAVERS. STUC OO OR WOOD BOARDS BE FOUND ON THE
<br />DIISTNG WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS.
<br />(r) THIS PAELM SMALL WAR THE DATE NO ORIGINAL SEAM. AND SNTNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SMALL BE AS AENRONFD IN A1) AND IN A.2).
<br />ENGINEER OF RECORD THAT PREPARED R.
<br />((Q TD txsfnM: OOMrIlF'1F BLLwyr 1WMLL ASIiI c-Ba
<br />14. S111ITTER WAWAVIu M n LANE. SHRILL BE LOGIFD ON A R EADBY %4=9 LACABIDN AT STORM
<br />- 1/4' • TAPCON AN(9ROR5 AS MANUFACTURED BY I. T. W. BADE% INC
<br />iAHL 314111T1/JL IN ADOORDAIICE 1MNT S�IIDN 1710,6,2 Or PLOB<lIA MLOW OWL OE LABEL
<br />SHALL BEPLms FOR vowmomLamm70 OOIPLY MAIM SBC110N 171OA3 OF NNE
<br />- 1/4' I x 71W CALK-N ANCHORS. AS MANUFACTURED BY POWERS FASTENERS INC,
<br />RONDO BUMODIG CODE.
<br />- 1/4 0 X 3/4' SOLD -SET ANCHORS. AS DRT1 WTW BY ALL POINT SPEW. BOLT I SPE MALTY CD.
<br />- /14-10 PVAEMORE FDA" D AND TINELMATE PLUS ANCHORS AS MANUFACTURED BY ELVO CONSTRUCTION PRODUCTS.
<br />- //4- # IAMAC ,ALMA ANCHORS, AS MANIAFAcwm BY POWERS FAsruats, INC.
<br />d '
<br />ILI) MINIMUM EMMRDMENT OF TA -CON ANCHORS. ELCO PAIVEL IATES AND ZAMAC NNUET N ANCHOR, INTO THE CONCRETE
<br />d FLORIDA BLNLDING CDC Non h Hu Its Za1r
<br />BLOCK UNIT SHALL 1E I I/C.
<br />riots /s1Rxt A■
<br />24 GAGE GAI.YAIMiED $TE'FL S70RH1 PANEi,
<br />rtii.
<br />8.2) COUX-IN t SOLD -SET ANCHORS SMALL LE EMBEDDED 7/a" INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT' INTO
<br />SWOOD SMALL BE PERMTTED. 1/4- 0-20 SCDEws USED SHALL BE I I/r LONG MINIMUM SHOULD SRJCCO EXIST,
<br />:
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<br />PROTECTION PRODUCTS. LLC,
<br />°SJ- 5
<br />AND 1' M I NNUM FOR WALLS WITH NO SNCCO.
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<br />ma's MIp °1tQ,-�,
<br />aM6Lti 3�4
<br />t 5-022
<br />B.3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE P
<br />PANELS, STUCCO OR WOOD SIDS BE tTJUMO ON THE
<br />W OR(Ql',; �k'
<br />\
<br />r..- r (aq M'r_y.r. Ae a aeF
<br />N+ItWL: aT•iME-110. NBtlE n64JNEN-R+N7
<br />EXISTING WALL. ANCHORS SHALL lE LONG E7i0IGFM TO REAR THE MAIN STRUCRJRE SEFWND SUCH PANELS.
<br />Sr- Guar
<br />A� r sr ate.■,
<br />014■m re
<br />ANCHORAGE SMALL BE AS MENTIONED N B.i) 40 IN 8.2).
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<br />SCE
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<br />SHEETS S 'DROUWI 10)
<br />MOUNIM
<br />- EDP OTAN NOTE FOR @L {� ¢1'•n111�`
<br />(SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 M 10) COMBINED IN ANY WAY TO SUIT ANY
<br />NSTALIATONO.
<br />DEAN 70 BE CENT Br
<br />REGISTERED GNpNUR OR
<br />ARCHITECT PRIOR TO SHUTTER
<br />INSTALLATION.
<br />Nil
<br />UlE
<br />3)
<br />CONCRETE ANCHORS
<br />(SHEETS SEE SCHEDULE
<br />9 THROUGH a)
<br />(SEE SC.HNET
<br />ON SHEET
<br />I
<br />PANEL LAN
<br />(SEE SC U
<br />ON SHEET
<br />OF -C`
<br />MAX.
<br />aC
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH
<br />OSCHEDULE
<br />IN &W 3)
<br />ON OEM 3)
<br />(SEE RE
<br />9 TIIHOVON 1� i
<br />W/L90t6.Y Wa1ET1 SCXJD
<br />S��e CALK-N ANI(»IORS
<br />AM USED Nt W/ 18EIN �Y'bR COMCA ME BLACEXISTINS POURED K
<br />RANE1M 1 ARE UMI, rAoupm.
<br />8 a 31t 6,'i .11 _ ► ► i M M M N
<br />,OD ANCHORS
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<br />• 12 1/2- O.C.
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<br />(p.&
<br />TOP & BOTTOM MOUNTINGS CAN 13E DESIGN PRESSURE RATING f) AAA PANEL ID4GTHHS
<br />COMBINED INANY WAY TO SUiT ANY AS PER SCHEDULES ON SH1Xr 3
<br />NSTAWITiON 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PIE No 2, W/ SPECIFIC
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<br />COMPONENTS FOR REGULAR- LIFE -SAFETY dC E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-1 )
<br />15.125• (TOTAL -
<br />12.500' (EFFECTIVECXL:1A7)ar 1f4Y--2p5J4`
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<br />` ' . ".7w wYE%
<br />S�7, .12rsi4
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<br />PANELS SILL 8E pLRTALED AaWTSFROM LM 7+
<br />AT END AT SMEWOF7 � ' HEADER -r ,MtMX ANGLE WITH. STUD
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<br />2.124'
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<br />1. .375' lJ ATi EEVE 2 I
<br />193" Goo- Ma- MGM
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<br />2-Mr 123' 2 ¢ 4A4S
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<br />SHEETS 9 Ar 10) COMBINED IN ANY WAY TO SUIT ANY
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<br />TO GUI= ON SHOWS
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<br />1
<br />16r1A/o Anoz
<br />CONCRETE ANCHORS _ 1
<br />(SEE SCHEDULE ON
<br />SMELTS 9 I}WN011O1 TO 2 1/r LONG MAX. ALLMDAJM
<br />SPACERS a 6 I/+- O.Q VAA FOR
<br />EXISTING POURED CONMRLTE ALL DESIGN LOADS NO PANEL
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<br />3.
<br />CONCRETE
<br />1' MAX, LOW ALSWNUM SPACERS O
<br />12 1/2' D.0 (SEE TABLE 31 ON
<br />SHEETS 9 & 10.)
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<br />CASE A (PLANT SASE 8(PLAN) CASE C (PLAN)
<br />St7LLE 1/4'-I" SCALE ij4'-i' SCALE 1/4"-1•
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<br />OVERLAP Bl'OFD .
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<br />(1R 25a4" wow RIME
<br />x - sA DISTANCE
<br />CASE E (PLAN
<br />SCALE 1/4 -1-
<br />CASE F (PLAN)
<br />SCALE
<br />BUILDING CODE
<br />r 2 3 x Aa3 3tD5
<br />00113-15 N.lor cow
<br />ANCUE WIN 1/4•r ■ ,
<br />7APOtf1 r ,Y oc.
<br />CASE D (PLANT
<br />WALL 1/4'-1*
<br />CASE G (PLAN)
<br />SCALE 1/4'-1'
<br />VALD FOR DIRECT MOUNT NSTALIATON ONLY A
<br />CERTIFIED PANT INSTALWION AT WALLS W/
<br />SURFACE LEVEL VARIATIONS "INN 3/4-
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<br />Hurricane z0ft)I
<br />MAXIMUM PANE! LENGTH
<br />MAXIMUM A.S.D.
<br />PRESSURE RATING
<br />(11101) (+ rr -)
<br />CONCRETE a MOOD
<br />INSCALIATDNS t
<br />L+
<br />L^•
<br />Sao
<br />w-Ir
<br />tr-o-
<br />9&0
<br />Tr-o-
<br />T e-r
<br />.70A
<br />11 jr
<br />to•-r
<br />39.0
<br />NY-16-
<br />101-0`
<br />426
<br />r-r
<br />C-9-
<br />SILO
<br />r-1-
<br />r-4-
<br />5"
<br />6-r
<br />r-0-
<br />rao
<br />r-,Ir*
<br />r-r
<br />Alto
<br />r-a'
<br />r-4'
<br />70.o
<br />7*-6'
<br />r-o-
<br />)-a
<br />r-s'
<br />6-101
<br />Sao
<br />r-r
<br />6•-r
<br />a"
<br />r• o'
<br />Ir-6
<br />910
<br />r-r
<br />5 --2'
<br />Also
<br />4"'
<br />6'-0'
<br />Mao
<br />r-3-
<br />3-IT•
<br />rag
<br />lTao
<br />3-r
<br />rTSAJ
<br />-
<br />r-c-
<br />f it.$
<br />IM .(0.2,L) AND CORRESPONDING f /4, 3/4, 4/5, s/s s/s
<br />L KOULE ONLY Qj�REdJ,�� STT]RM 2/4 tw/s, 2w/6, 3W/7 & 4W/7
<br />MCHORS (SEE SCHEDULE ON
<br />' '. CONCRFIE BLOCK .., �t� 1- MI. SHEET 9.10 Nx11) 1i
<br />NM&CC�,n �S7iAfiFD AT CAM -
<br />ED WITH TRACKS i$i. 4�. /� Q$ {3�) a O - a
<br />I�ECT ItlLrMMTF AT QIQ* D,M,.Q, ` (-T-i-'1®r I"f -i`E"E -T-I-r-r-T r r- -1 r-i 1- r-rffl
<br />dL -�aN `L, or1�
<br />MAXIMUM PANE! LENGTH
<br />LIAXNMMM A.S.D.
<br />oom
<br />PFEMM RATING
<br />(p".) (+ eIr -)
<br />CONCRETE A WOOD
<br />0WA UATXMH9 t
<br />L+
<br />4-
<br />1ao
<br />14=4,
<br />Ir-O•
<br />2"
<br />tr-To-
<br />11-7'
<br />Sao
<br />11;6•
<br />w•-r
<br />36A
<br />Ir-1rY
<br />9-a,
<br />40.0
<br />r-s"
<br />43.0
<br />w-1•
<br />r-r
<br />sao
<br />3-71
<br />a-r
<br />Sao
<br />r-r
<br />r-r
<br />Seto
<br />r-6'
<br />r-3'
<br />4Aa
<br />r-r
<br />7'-r•
<br />lao
<br />71-3'
<br />6-ll`
<br />no
<br />BUD
<br />r-o•
<br />r-s-
<br />BID
<br />7-0'
<br />r - Y,
<br />Sao
<br />r-.r
<br />6-T'
<br />9"
<br />r-r
<br />31-10,
<br />Joao
<br />r-r
<br />s=r
<br />TOLD
<br />61-7-
<br />31-41
<br />tiao
<br />-
<br />s-r'
<br />lrao
<br />-
<br />4•-fo-
<br />lias
<br />MroarnW
<br />PANEL LENGTH
<br />DO
<br />MNIRIM SEPARATION TO 04ANtr5 SCHEDULE
<br />WHO SPEED 4 140 m.ph
<br />WIND SPEED > 140 m.ph
<br />RFSTRWED
<br />W6MSITRAIMOD
<br />RESTRAINED
<br />30 OR LESS
<br />>33 70 so
<br />1•
<br />1-
<br />7 1/2-
<br />7 1/2-
<br />>90 TO 145
<br />1'
<br />,•
<br />7 ,/2•
<br />7 1/r
<br />Y145 T4 TIM
<br />i 1'
<br />1"
<br />-
<br />7 1/r
<br />MMMIfUM PANEL LENGTH (Tnl -FOR- A GNVEN MOUNTING CONDITION
<br />T�
<br />DIRECT'6'
<br />MOUNT
<br />HEADER
<br />V
<br />HEADER
<br />1'65S W
<br />AOXE
<br />'T•
<br />TRACT
<br />14�
<br />''F" TNiXC
<br />w/8i0E
<br />-
<br />O = MOUNT
<br />4r
<br />3Y
<br />32•
<br />35'
<br />stc`
<br />50'
<br />4
<br />i.s'JUX 5• SMO ANGtE
<br />3a'
<br />3r
<br />3r
<br />sr
<br />4r
<br />3w
<br />3r
<br />3
<br />'F• litAO(
<br />56'
<br />3r
<br />3r
<br />42'
<br />er
<br />w
<br />1D'
<br />W/ SIDE1 BLRD-OTT
<br />5O'
<br />Sr
<br />32"
<br />96'
<br />6D"
<br />36•
<br />66'
<br />1
<br />R
<br />50•
<br />3r
<br />32'
<br />3r
<br />W'
<br />se
<br />So'
<br />ILon
<br />Sim
<br />VISION
<br />D.M Q3 •U - - - - - - - - - - -
<br />® MAX 1, Note
<br />1• �' 2 f4 1/4, 3/4, 4/5, 515 A 6/5 1-
<br />i W/s. 2W/6, 3w/7 oL 4W/7
<br />(SEE SCHEDULE ON SHEETS 0. f0 Nttt) I
<br />REGULAR STORM PANEL C7 ELEVATION I/4,
<br />CAP
<br />tear N.T.S.
<br />Oft 1AAEAAP -1 *of � .
<br />Ifs
<br />MAX, OAP _ r
<br />S•E ON A=
<br />IIDIEMe
<br />20) L+: MWRIAI ^ADWAr RVY'E1 LEN9MM FOR A GIVEN POSITIVE USA. DEMON LOAD.
<br />L- MAX. ALLANAILE PANE. U N FOR A GIVEN /DfDA'lNE ASa DESIGN UOMD.
<br />(9) PROCEWRE TO DETERMINE MAIWNY PANEL LIDO M
<br />OVEN A POIi M A,3D, DES10N IAAHD, DUB WE MWWUM NIB. WW H 'L+- FROM SRMDtIF,
<br />OATEN A NEWIWE AS.a DFNWN LOAD. DEEJtlNE WAMUM MILL IL71C�F1 1-- FROM 9CJ�IWE.
<br />FM MACURA M ALIMME PANEL LBOMl IS ETNML TO THE MOM DEIPRAINED PANEL UENDIN
<br />BETWEEN %+' AD '1-'.
<br />(1) SK SM ULE BELOW FOR MOIL PANEL UENCM FOR POROSITY gWL91rAZlON.
<br />t INSTALLATIONS, KID, WOOD ARE UMIW TO t 95 pLf. MAX A.$A L'E&dl PRESSURE RAINS
<br />FOR 11Att AS.a OE516N W" a EAT. PIE). wwo tank
<br />4RTEAH I USED.
<br />fWRi01U BUUDMNG CODE Nan High YrIDctly HMrr(ca1Ms IAN,r
<br />*Q.441 i rigs nXx Wlc 24 GN6E tiAIVAL/2E0 STEfl STCMiY PION L DROWN f
<br />NO.COENc. PROTECTION PRMUCfS LTC.n Uff TiTr1M1A A, AOeMIDD1M c0MP $f/' 4WDsaL sl S
<br />rue a/r w ,ea rwC A D Ae /E a2a14 / 5-022
<br />aAr. A. a d��Frr,Fr-ram NNaVe Eapaeeo~7Na aaE da4Pep+lwr
<br />r-re sw.Mar ar • w N4MWIi 41■
<br />A, A A-OatFil! -
<br />wLmr A w A r aw a«a1« , TOM 3 5F 06
<br />L..
<br />Jwill:
<br />M1. 1 �.-
<br />I I91
<br />. A
<br />8i ► �i
<br />._
<br />Ll
<br />�
<br />-
<br />3
<br />Mae
<br />a.
<br />t ,
<br />%
<br />il►
<br />,'�
<br />04
<br />,u
<br />... -.
<br />r u
<br />1
<br />..11
<br />&
<br />O
<br />1�
<br />�
<br />a - ❑ a
<br />fjjI
<br />a,``�
<br />Jeep;,
<br />1 E1
<br />Z -=11Is 0
<br />;N, _ ICI 4.
<br />lIG=
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D.
<br />DESIGN PRESSURE RATING (p s f) AND PANEL. LENGTHS
<br />AS HER SCHED(LES ON SHEET 3 (EXCEPT FOR
<br />ALTERNATE 2W )
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHM PONE No 2. W/ SPECIFIC
<br />DENSITY OF 0.55 OR EQUAL_
<br />4 r:- a Q r. -2• r r.
<br />MAX USA.
<br />(P-x•H)
<br />MAXIMUM MOON SPACING FOR MIN EA PER SC EDU E BELOW
<br />INPLICAiIE
<br />8
<br />MAXIMUM
<br />"If
<br />(R}
<br />MAX. A.S.D.
<br />Des"PRESSURE
<br />PRkSSt1RE
<br />RATING
<br />(pat.)
<br />MAIIMMM ANCHORS; SPADING FOR MN ED. PER 9H/EDLRE BELOW
<br />APPLICABLE
<br />RD SECTIONS
<br />MAx"
<br />PANEL.
<br />ULT/61iN
<br />(it)
<br />IAPCON
<br />SOLID-SfT
<br />P
<br />7/MAC-• vAJ N
<br />CALK-IH
<br />1DWCOM
<br />SOLI T
<br />P
<br />•MAID
<br />puB
<br />?MAC-WNLBI
<br />CAUJC-01
<br />A
<br />C. W�
<br />10
<br />00010010K
<br />t0
<br />1D
<br />10
<br />19
<br />omll6
<br />OF THEM
<br />1D
<br />3D
<br />lb
<br />10
<br />l6
<br />+46. -45
<br />ORTO
<br />UESS
<br />13'
<br />it
<br />Ir
<br />13•
<br />Ir
<br />13'
<br />it
<br />it
<br />Ir
<br />13,
<br />Ir
<br />Ir
<br />1 (EDP)
<br />OR
<br />tFas
<br />+M -8a
<br />13'
<br />73'
<br />13,
<br />tr
<br />Ir
<br />Ir
<br />I
<br />13'
<br />13'
<br />13,
<br />13-
<br />11 1
<br />1 )
<br />W-C
<br />LEoft
<br />SS
<br />Ir
<br />tr
<br />Ir
<br />Ir
<br />1r
<br />13'
<br />13'
<br />t3'
<br />Ir
<br />is-
<br />Ir
<br />it
<br />t (BOTTOM)
<br />13'
<br />it
<br />Ir
<br />13'
<br />t.3'
<br />13•
<br />is,
<br />13'
<br />lr
<br />Ir
<br />IS"
<br />it yr1
<br />(BOTNM)
<br />13'
<br />tr
<br />it
<br />Ir
<br />it
<br />13•
<br />13,
<br />Ir
<br />lE'
<br />131
<br />is'
<br />1r
<br />2 CMF)
<br />13'
<br />1Ir
<br />it
<br />13"
<br />is,
<br />13"
<br />Ir
<br />it
<br />l3'
<br />13'
<br />13'
<br />11 1
<br />(FOP)
<br />13'
<br />13'
<br />13'
<br />-13'
<br />1r
<br />13"
<br />13'
<br />is"
<br />Ir
<br />13'
<br />is'
<br />Ir
<br />2 (BOTTOM)
<br />13'
<br />13'
<br />it
<br />Tr'
<br />it
<br />Ir
<br />it
<br />it
<br />Ir
<br />13-
<br />lr
<br />11 1
<br />�N
<br />2 61Q
<br />13"
<br />Ir
<br />Ir
<br />I 13'
<br />I if
<br />13•
<br />Ir
<br />13'
<br />13"
<br />13'
<br />13'
<br />1r
<br />3 )
<br />13`
<br />13"
<br />13,
<br />13•
<br />1T
<br />13'
<br />Ir
<br />13"
<br />Ir
<br />Ir
<br />Ir
<br />it 1
<br />3 (TOP)
<br />12 Ilr
<br />12 1/2
<br />6 1/4-
<br />6 1/4'
<br />12 1/2*12
<br />1/2
<br />-
<br />-
<br />6 1/4-
<br />6 1/4'
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1
<br />f2 1
<br />6 1/4•
<br />4 1/4'
<br />12 1/2'12
<br />t
<br />^•
<br />-
<br />6 1/4`
<br />6 1/4'
<br />3 (BOTTOM)
<br />r
<br />8-
<br />8'
<br />r
<br />a`
<br />r
<br />a'
<br />7 1/2'
<br />4 (TOP)
<br />6•
<br />5 1/Y
<br />r
<br />a'
<br />a•
<br />8 1/r
<br />6•
<br />7 1/r
<br />Ir
<br />6'
<br />6'
<br />s
<br />4 (TOP)
<br />-
<br />s
<br />-
<br />8'
<br />-
<br />a'
<br />-
<br />(�+)
<br />6P
<br />-
<br />NY
<br />-
<br />8.
<br />-
<br />a'
<br />-
<br />r
<br />-
<br />r
<br />-
<br />(NOTION)
<br />iT
<br />13"
<br />13'
<br />it
<br />Ir
<br />13•
<br />13'
<br />Ir
<br />Ir
<br />13•
<br />tr
<br />Ir
<br />5 (Top)
<br />13•
<br />13`
<br />13'
<br />13'
<br />Ir
<br />tr
<br />tr
<br />13-
<br />Ir
<br />13'
<br />13'
<br />11 1
<br />(TOP)
<br />13`
<br />Ir
<br />tr -
<br />Ir
<br />Ir
<br />Ir
<br />13'
<br />Ir
<br />it
<br />13,
<br />is
<br />13'
<br />5 (80ROM)
<br />13•
<br />it
<br />Ir
<br />Ir
<br />Ir
<br />Is
<br />tr
<br />tr
<br />Ir
<br />13'
<br />1 13-
<br />11 1
<br />S (9-10M)
<br />13'
<br />13'
<br />13'
<br />13'
<br />13'
<br />13'
<br />13'
<br />13"
<br />13'
<br />13'
<br />13'
<br />13'
<br />8 (TOP)
<br />13'
<br />13,
<br />it
<br />13,
<br />Ir
<br />13,
<br />tr
<br />Ir
<br />Ir -
<br />13'
<br />Ir
<br />-
<br />-
<br />6 1/4"
<br />6 1/4*
<br />6 1/4'
<br />6 1/4"
<br />-
<br />-
<br />-
<br />-
<br />6 1 4-
<br />6 1/4"
<br />6 (80TT.'h
<br />6 i 4'
<br />8 1/4-
<br />6 1f4'
<br />61
<br />-
<br />-
<br />-
<br />-
<br />6 1/4'
<br />13
<br />S"
<br />13'
<br />0 i
<br />13'
<br />r
<br />1Y
<br />r
<br />7 1A
<br />3 1/2
<br />tS
<br />4 f
<br />1 (Tt7P)
<br />,
<br />TO
<br />tt'-4
<br />13-
<br />s
<br />Ir
<br />13'
<br />13'
<br />a 1/2"
<br />13'
<br />8 1
<br />9 1/2'
<br />6 tfl•
<br />_jr
<br />5 1/2'
<br />t (TOP)
<br />e
<br />it
<br />7'
<br />Ir
<br />Ir
<br />tr
<br />9 1/2
<br />Ir
<br />9 1/2
<br />10 1/2
<br />.7 1/2
<br />13'
<br />r
<br />1 (Dorm
<br />13,
<br />7 1/2"
<br />is'
<br />13"
<br />13,
<br />to,
<br />13'
<br />t0`
<br />11-
<br />IF
<br />Ir
<br />a 1/Y
<br />I 2OTTOM)
<br />13-
<br />10 1/2
<br />it
<br />r
<br />1 13'
<br />r
<br />7 1/2
<br />5 1/2
<br />Ir
<br />4 1/2"
<br />2 (TOP)
<br />13'
<br />a"
<br />1r
<br />13'
<br />is"
<br />8 1/2•
<br />is,
<br />a 1/2'
<br />9 1/2'
<br />8 1/2`
<br />13'
<br />a i/r
<br />2 (TOP)
<br />13"
<br />r
<br />13'
<br />13•
<br />Ir
<br />9 1/21
<br />Ir
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />is•
<br />6 I)r
<br />2 (901E014
<br />13"
<br />7 1/r
<br />13'
<br />Ir
<br />13
<br />W
<br />13'
<br />10'
<br />11
<br />8'
<br />1r
<br />6 1/r
<br />2 440IT0M)
<br />13`
<br />r
<br />13•
<br />13'
<br />13'
<br />9 1/2
<br />tr
<br />9 1/2
<br />t0 1/2
<br />7 t/2
<br />13•
<br />6 I/2-
<br />(TOP}
<br />13"
<br />7 1/r
<br />Ir
<br />Ir
<br />13"
<br />IV
<br />13'
<br />Ta'
<br />11`
<br />a-
<br />13'
<br />8 1/2'
<br />(TOP)
<br />2 ilr
<br />12 Ilr
<br />6 1/4'
<br />6 1/4'
<br />12 I/r
<br />6 1/4'
<br />-
<br />-
<br />6 1/4'
<br />6 1/4'
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1/2
<br />12 I/2
<br />5 1/4'
<br />6 I1,r
<br />12 I/r
<br />12 1
<br />-
<br />-
<br />6 1/4'
<br />a 1/4'
<br />3 (BOTTOM)
<br />7•
<br />r
<br />a`
<br />5 Ilr
<br />r
<br />3 1/r
<br />8'
<br />� e
<br />4 1/r
<br />r
<br />6 if2•
<br />r
<br />4 (TOP)
<br />7 Ilr
<br />3-
<br />a`
<br />a'
<br />r
<br />4-
<br />a'
<br />4-
<br />4 I/r
<br />3 1/2'
<br />a I/Z'
<br />3'
<br />4 (TOP)
<br />a'
<br />1, -
<br />ar
<br />-
<br />a'
<br />-
<br />5 tfr
<br />-
<br />7 1/2•
<br />=
<br />4 (BOTTOM)
<br />a•
<br />-
<br />8-
<br />a-
<br />-
<br />r
<br />-
<br />5 1/2'
<br />-
<br />7 1/r
<br />-
<br />4(b017DMQ
<br />13`
<br />Y
<br />13'
<br />I 13'
<br />13'
<br />9 1/2"
<br />Ik
<br />9 1/r
<br />10 1/2
<br />7 1/r
<br />13'
<br />6"
<br />(TOP)
<br />13'
<br />a 1/r
<br />13"
<br />13'
<br />1 13'
<br />1 IW
<br />/3•
<br />To`
<br />It*-
<br />a.
<br />1r
<br />a I/r
<br />5 (TOP)
<br />iS
<br />r
<br />Ir
<br />13
<br />13'
<br />9 1/2'
<br />13'
<br />9 1/2'
<br />10 1
<br />7 1/r
<br />Ix
<br />a 1/2'
<br />(BOTTOM)
<br />Jr
<br />a X/2"
<br />it
<br />IS'
<br />13'
<br />10'
<br />13'
<br />iD'
<br />XI'
<br />8'
<br />13
<br />a i/2'
<br />(90N10M}
<br />13"
<br />5'
<br />12r
<br />O 1/2
<br />W'
<br />r
<br />13"
<br />r
<br />7 f/2'
<br />S t/2"
<br />13"
<br />4 1/2'
<br />6 (TOP)
<br />13'
<br />r
<br />13-
<br />13`
<br />13"
<br />a 1/2"
<br />/3`
<br />a 1/r
<br />9 1/2'
<br />0 1/2"
<br />it
<br />5 1/2'
<br />6 (LOP)
<br />6 1/4`
<br />8 1/4'
<br />6 1/4'
<br />6 1/4'
<br />6 1/r
<br />6 1 4'
<br />a MIT.-)
<br />-
<br />-
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<br />1.4
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