|
(NERAL NOTES
<br />. MR t1W.� 1AAT ¢iA#cAAr u � T MlYffi *ilT�l WYte._a+r,
<br />� -�
<br />T
<br />(C) TO ES95f#NG WOOD (Nw_ c_Y]r�rnr_ GRAVIPN.. G nrs Mw.Tx
<br />I. SRORAI PANEL SHOIM CW TT#S EYAIURitON DOCUMENT (RED.) HAS BEEN WERIFED FM COMPLIANCE IN ACCORDANCE
<br />- 1/4'W TOPCON ANCHORS, AS 1AAM)FACTURED BY I.T.W. BSACD�EX, INC.
<br />WITH THE 2014 (Sih EDITION) OF THE FLORIDA BUILDING CODE, TM STORM PANEL SOAL NOT BE INSTALLED AT HIGH H
<br />- #14-10 PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS M4KWACUHED BY DM CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRICANE ZONIE. � BROLIARLD COUNTIES .
<br />-1/4 LAOPER WHIN
<br />�N WIND LOADS SiLPAJ.. B�W *&NED�AS PER SECTION IN* OF THE A.OVIE CODE FOR A BASIC WIND
<br />- / %B� WADE® �, AS 01511WITED BY ALL POINT SCREW, BOLT At SPECIALTY CO.
<br />7 18 0 x �
<br />SPEED AS REWJIRED BY THE JURISDICTION WHERE STORM PANEL •WILL. BE tHSNALLEU, AND FOR A 'DIRECTIONAL" FACTOR
<br />10]=0.85, USING ABC£ 7--10 AND HALL NO EXCEED lHE MAXIMUM (A:S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS
<br />CA) MINIMUM rrIREAOEED PENETRATION INTO TAPCON ANCHORS SHALL BE 1 1/2" AND r FOR NSA PANELMATE PLUS
<br />3, 9 THRU 12 & 17. 1&
<br />AND PAHELIVA E FEMALE ID,
<br />IN ORDER TO VFXIRY THE ATE CONDITION. ULTIMATE DESIGN NAND LOADS WOU04M PER ASCE 7-10 SHALL BE FIRST
<br />REDUCED TO A.&M iGN'PRESSURE RATING BY MULTIPLYING THEM BY 0.6 114 OTC TO COMPARE THESE W/ MAX. (A,S,D.)
<br />C2) MR UM THREADED PENETRATION OF LAG SCREW. INTO THE WOOL FRAME UNRr SHALL. IE 1 1/2'. N0 THIWADEO
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 T14RU 12 ak 17, 1&
<br />PENETRATION INTO SMOG SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PEIIIETRAMM
<br />IN ORDER TO VMFY THAT ANCHORS CAI THIS PSA AS TESTED WERE NOT VAN SFINSSEOA 33X Its W ALLOWABLE
<br />srtTFss FOR WIND LOADS WAS HUM USED IN THEIR ANALYSIS FASTENERS SPARING 10 WIDEND FITS BEEN DOIERNMED W
<br />G_3) 'ARUM! EDGE DISTANCE OF LAG SCF S, INTO WOOD $HALL BE AS INDICATED IN THIS GROWING
<br />ACCORDANCE WITH NM.&_ 2012.
<br />STORM PJAmWs ADEQUACY POR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF
<br />0.4) IMINIMUM PENETRATION OF WOOD BUSHING SK LL BE 5/8-. 1/4• 0-20 SCREW$ USED STALL 1E 1 1/2' LOW MINIMUM
<br />THE ABOVE ME NTIONED CODE AS PER AMEN TEST 1.AS OF SOUTH FLORIDA REPORTS j0814A1-01 AND #Q219.02-09, AS
<br />SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALL: WITH NO S1UOCO.
<br />PER SSM 12-99 & ASTMt E 330-02 STANDARDS, AND A►ERIgW TESTING LAO SOUTH FLORIDA T #1123.01-10 AS PER
<br />AND TAS-203 S, AND AS PER CALCULATIONS PERFORMED IN W/ SECTION 1104 OF THE
<br />CS) IN CAS THAT PREGt5f 51nNE> OR PRECAST CONCRETE: PANELS, STUCCO OR WORD BOARDS BE FOUND ON THE EXISTINGTAS-201
<br />FLORIDA BUILDING CDDE_
<br />WAIL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE W414 STRUCTURE BEHIND SUCH PANG-&
<br />ANCHORAGE SHALT. BE AS MENTIONED IN CA). C.2) & 114)
<br />2. ALL ALUMINUM EXTRUSIONS TO BE 3-7TT ALLOY AND TEMPER. (UNLESS OTIREEMSE NOTED). SEE SHEET 2
<br />(D) ANCHORS SHALL BE INSTALLED MUD" ALL OF THE AND SPECFiCATIONS OF THE ANCHM S MANUI'ACTURER,
<br />3. ALL ALUMINA SHEET METAL USED AT CLOSURES SHAD. HAVE 31D5-H i4 ALLOY.
<br />8. PANELS MAY ALSO BE INSTALLED HiORIZONIAL Y LNG INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4
<br />4. ALL STEEL MEET METAL. PANELS SHALL HAVE STRUCTURAL GUA M STEEL, ASTM A-853 GRAM 80 MINIMUM, 0-60 ON.YANIiED
<br />THROUGH 3) EXCEPT THAT HEADE'RSO 4(DS'HAm NOT HE USED. -
<br />STEZL. DESk,WAIM W/FY- 92.2 km (*TM ROLLED).
<br />9, IT SHALL BE THE }RESPONSIBILITY OF THE CWTHAVIOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO HE
<br />5, Al SCREWS TO BE STARLESS STD 30+ OR 316 A6I SERIES OR CORROSION 1RR STUNT COATED CARBON} STt L AS PER WN
<br />ATTACHED TO INSURE: PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY BE ATTACHED( TO CONCIHL"TE, BLOKI( OR WOOD FRAME
<br />50018 W/ 50 kel YIELD STRE NGM A10 90 W TENSILE STRENGTH AM SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2411.3.3.4.
<br />LO. FAcH REGULAR STORM PANEL WITH LE84THI5 OVER W. AS PER SECTIONS 1. 2, 4. 5, 6 .AND ALTERHA"VI4iS 1W: 3W & 4W ON
<br />SEERS 4.. � 6 & 7 RESPECTIVELY; SUL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER DR TENANT TO
<br />S. BOOTS TO BE ASIM A-307 G&VANIZED STEEL„ OR NISI 304 saREs SIAINLE$S STEEL, WDH 3d MINIMUM YIELD siRETNGTIH.
<br />SECURE PASS WITH APPLICABLE RiONFORCEMIENT DURING PERIODS OF HURRICANE WARNM
<br />7. ANCHORS TO MW1 BINDLE BE AS
<br />11. THE INSTAUATf6N CONTRACTOR IS TO SEAL/CAULK ALL. SHUTI'FTR COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE BUILDING TO PREVENT WIND/RAIN INTRUSION.
<br />W TO r t>OURVID
<br />- 1/4*10 TAPCON ANCHORS /a MAJIWACTUfEO BY LT W. BUI.DEX, INC. (M m ro-3142 p-a,i)
<br />12. STDRIM PANEL INSTALLATION SHALL COMPLY W TH SPO;:S INDICATED W THIS DRAWING PLUS MY BUILDING AND ZONING REGULATIONS
<br />- 1/4" ♦ x 71W CALK -IN ANCHORS. AS MANUFACTURED BY POWERS FASTENERS INC.
<br />PROVIDED BY THE JURISDICTION WHERE PERMIT IS APED TO.
<br />- 1/4'I x 314` SOLID -SET ANC14MZ, AS DISTRIBUTED BY ALL POW SCREW. BOLT ! SPECIALTY 00.
<br />i*L re-3000 PAJ)
<br />13. (€,) T,n PRODUCT EVALUATION DOCUMENT (P.M) PREPARED BY THIS ENGINEER IS GENERIC AND HiOES NOT PROVIDE INFORMATION
<br />- #14-10 PANELMATE F MALE D At R�LTE PLUS ANCHORS. AS M AIW BY RUCTION PRO[XILRS.
<br />FOR A SITE SPECIFIC PROJECT: R.a 'YFIERE THE a E i YIiITE FROM THE P.ELi.
<br />- 1/4 0 ZAMAC NAILN Aft. AS M0NUFACtURED BY POWERS FASTENERS. INC.
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECRTON" PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />A.1) MINIMUM EMBEDMENT OF T CQN ANCHORS INTO POURED GONCRE:F SHALL 1 3j4: 2` FOR ELCO PAN0.MMTE AND
<br />BASED ON' P'�" PROVIDED HE/SHE DOES Nt?T Rk1RAtE FROM THE CONDITIONS DETAILED? ON THIS DOCUMENT
<br />CONSTRUCTION SAFETY AT SITE IS THE: C ONTRACTOWS .
<br />1 3/4' FOR ZAMAC
<br />,K LN
<br />Al) CJA& SOUI I -SET ANCHORS SHALL BE E BEDD- ED 7/6' INTO THE T E, CONCRETE. NO EMBEDMENT INTO
<br />(6) EVALUATION DOCUMENT WILL BETHIS PRODUCT - IF Ma0F1E0.
<br />SiUC00 SHILL BE PERAUTTEO. 1/4' 0-20 SCREWS USED 94ALL 6E 1 1/2- LONG MINIMUM SHOULD STUDCD EXIST,
<br />(d) SITE WIECIFIC PROJECTS SEMALL LE PREPARED BY A FLORIDA REGISTERED ENMEER OR ARCHITECT WHICH WILL BECOME THE
<br />AND 1" MINIMUM FOR WALLS WRH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL -THREADED SORRI~'NS W/O HEAD,
<br />ENGINEER OF RECORD (EOJQ FOR THE PROJECT AND WHO WILL BE RESPONSIKE FOR THE
<br />BUT WITH WING NUTS,
<br />PROPER USE OF THE P.ED: ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. ENGIMM, SHALL. SUBMIT TO THIS tATTER THE WE SPECIFIC DRAWINGS FOR REVIEW.
<br />A3) IN CASE' THAT PRECAST STONE, PRECAST CONCRETE PANES,. PAVERS, `STUCCO 00 WOOD BOARDS DE FOUND ON THE
<br />EXISTING WALL. 09 FLOM Ate SHALL BE LONG MUCH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />(0) THIS P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF DINE PROFESSIONAL
<br />ANCHORAGE SHALL BE AS MENTIONED IN A.1) AND FN A,2),
<br />ENGINEER OF RECORD THAT PREPARED If
<br />(B) 7D 17fL5t7tlC1X)NCdtF7F BLcxyr WALL ASHY c-BD
<br />14, 8lILTM MALfIIFAGIMIEn IAIM SHALL BE 1ACN> ON A R€AI'HI.Y VH O WC.AIIDN AT MOM
<br />- 1/4- 0 TMOON AN 04M AS MANUFACTURED BY 1. T. W. MLOEX, INC.
<br />PANEL SNfTIM N A=F&*U UM 3 OMM 1710.&2 OP FLORIDA. DIALING NODE ONE LABEL
<br />SHALL BE MANNED RE EYERR OPORM LAMMING TO COMPLY TURN SECTION MOM OF THE
<br />- 1/4" f x 7/8' CAL1N-LN ANCHORS, AS MANUFACTURED 8Y POWERS FASTENERS INC.
<br />T BUZLOROk ��
<br />- 1/4'0 X 3/4' SOWD-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW. BOLT h S TY CO.
<br />- J14-10 PAMELWW FEMALE D AHD PANE)/ATE PLUS ANCHORS, AS MANUfACfURM BY ELOO CONSTRUCTION PRODUCTS.
<br />- 1/4' ♦ ZAMAC NM.1N ANCHORS, AS MANUFACTURED D BY POWERS FASTENERS, INC.
<br />�d
<br />6.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PMNELMATES AND ZAMAC NAILIN ANCHOR, INTO THE CONCRETE
<br />+0 .:
<br />FLORIDA BUILDING COS Non h VelocityWDAtntxln6 Zorn)
<br />BLOCK UNIT SHALL BE 1 1/4".
<br />•;< 0=5 IXTEM Jwm
<br />24 WE GAMYANNLN� STORM M'A1ELL
<br />e-2) CALK-N & SOLD -SET At�S SHALL EE EMEIEDOE6 7/8" INN) THE CONCRETE BLOCK UNIT'. h'0 EMBL]IMENIT INTO
<br />STUCCO SHALL BEPE7#WITTEO. 1/4- 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EIST. X
<br />• n L PROTECTWIN PR€ U.C.M/, t6
<br />AND A' MINIMUM FOR WALLS WTIH No S1.K:C0.
<br />,ICTSt
<br />^^ 1 L E C O ILIC. 1�
<br />TESNnNe & Naxa�A"r 4 xM &1VF d1
<br />8.3) IN CASE THAT PRECAST TONE, OR FOIST CONCRETE PANELS STUCCO OR 'WOOD NODS HE FOUND ON THE
<br />,4
<br />w { «. (Ildl�% +'' n v " s >rr rm. AawAG (DSN7eeo-ssHa. l at (o4je s M7 1 S "O22
<br />DOSM40 WALL SHALL LONG ENOUGH TO REACH THE MAIN STRUCTURE 90*0 SUCH PANELS.
<br />,•.,• s •• �•r DNAMWLC
<br />' ."
<br />$..SLEET
<br />ANCHORAGE SFMLL BE AS UMONSD W 9.1) AND IN B-2).
<br />'IF' AA MITRE A DI2Ar # -PJw a Abrr swaw x - -
<br />, 9r m
<br />-
<br />' ]a
<br />a I s
<br />s--
<br />f #
<br />x• a �
<br />F} �51
<br />a
<br />1
<br />1
<br />•O
<br />-
<br />/ i
<br />/
<br />l�
<br />r
<br />t'MIT. L jw
<br />ALTERNATE OONCRMJ _L10NG
<br />EW
<br />ANCHORS M
<br />(SUE SCHEDULE ON
<br />SHEETS 9'TH ROUa4 18)
<br />RIHLD=:M NO l lTtMQ
<br />ALE 3/a•-1«
<br />Et) - EDGENOTE FOR COMBR4 Ti0HF OF SECTIONS:
<br />DISTANCE
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE
<br />51'EETS 9 # 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />TO 13E CERTIFIED BY
<br />IM ENGINEER OR
<br />(F.GT PRIOR TO SHUTTER
<br />LL�I�
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10) -
<br />aLL Malt mmmG
<br />SECTION-2
<br />SCALE 3/8-1-
<br />IDO ANCHORS ALTMN
<br />Fti SCHEDULE
<br />RE 0fA
<br />SHEET
<br />MAX.
<br />WO
<br />(SE
<br />SM
<br />MAX
<br />FAICL LENGTH
<br />(SM SCHEDULE
<br />ON SHEET 3)
<br />GF 1'
<br />0 12 1/2- O-C-
<br />lIRED
<br />WOOD
<br />la'L,FA 1 A
<br />MOM Em
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S_M
<br />TOP &BOTTOM MOUNTINGS CAN BEDESIGN PRESSURE RATING (o.3.f) AND PANEL LENGR
<br />COMBINED RN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SH1 3
<br />INSTALLATION. 2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PIE No 2, W/ SPECFTC
<br />DETNSiTY OF 0.55 OR FDA
<br />Y/i.$ ONLY WHEN SOLID
<br />70. CALK -IN ANCHORS
<br />ARE tEXISTING ED CONCRETE
<br />�N MOCK
<br />Rl*Ul EO.ED£S
<br />WALL /NOILIN IS CT1 BECT "K ,
<br />SCALE 3/d-1'
<br />;I}H
<br />ULE
<br />3)
<br />FLORIDA WILDING CODE Mex, WN h velocity Hu cane Zama
<br />eaors TAITTA PC
<br />24 GAGE GALVANIZED SHEER,. STOW.( PANELOWN
<br />Wx
<br />(-T
<br />MOUL PROTEC ON PRODUMe L,LC.
<br />4a0 &IRE. 31 $' r
<br />ORM rL =14
<br />°ttc. a
<br />15-022
<br />M ea. Jot rHap ar=rmt -
<br />Room (xe4a#, 76s6. rm 050MMI-4107
<br />�A1F0 8a
<br />ORAWNB N1x
<br />to M4 A,
<br />sstsx- -
<br />r
<br />as v-rr t
<br />_
<br />y,pgp,1, �
<br />A
<br />-MC V10401
<br />Nf
<br />PF
<br />750' sB
<br />m.-...._-..d 1%4• (:`rP.')----.....�....,_,.__� .37' ,125"iMtGt.Fm a a iJt
<br />1- 'IGO ice'°',. - 10'
<br />H
<br />cNVANIZED STEEL
<br />Asim A&53 TYP. 20fX3"
<br />1.a15"
<br />GIGRADE 0 UNPAJM1 EDGE � 2.I25-
<br />46' .06t L_7.3t1D'--I -126'
<br />SLIM PANEL 1350 _.-.- _ �-._ -'11LTJAN A .- ) (TYP-)
<br />PANELS SAL. FE INSTALLED N.WAYS �•
<br />IRa1r LEFT TO RIGHT W/ F/2' LEG � 'H" Li�.A�.R �� I$I�S � ANGLE WD H STTi)t}
<br />AL 37I7 AT 7fFN 991E OF PANEL .
<br />i0.i76` 1
<br /><�_
<br />AN
<br />250l"��-' - ta2700'
<br />2250' ISOWMIC VIEW a L A ,13r _ .�« PMlEl
<br />RO UNOW CORNER 0 1 OF PANEL'S H . Aft „
<br />END LP W/ HEMMED EDGE, 625 .125'
<br />IYP, @01'FC1A
<br />z 500- D91' q67 5� KEY HO{��� m� �
<br />3. A72' (M'•) 3105-H 15+ kw ALLOY � ,73D"
<br />2.724` `
<br />.Grit"
<br />L$ SLEEVjell" 2 1 126'
<br />1.250" .376" LTm
<br />A ,,
<br />1MAx- LEI4GrF1
<br />3-
<br />2.1XX1` 2.
<br />1M414' , )
<br />2. L-a
<br />" i
<br />REVUlf_ "H" HEADER "Ir HEARER ���, ///.750,)
<br />i • MIN. TO 5" Minx.
<br />.) isMAL 2.000'
<br />LENGTH10 I1 "J" TRACK PANEL HANGER
<br />z7e- 3.00t1' W61-TIE ALLa1`
<br />(USE ONLY FOR 9-Z HANG STORM PANEL
<br />zi 1. [ -47LT' .77b' - H - SYSTEM) ti053-10 ALUM, ALLOY
<br />1.a r 1.r25" sw 11t FLORIDA BUFFL�LNNG CODE Nan MIT Vol;
<br />. 2Doo" t. + 123' �' , = • MI4 O a `.,t 070r3 r umn Arc, 24 E &kYANl2ED STEM STORM
<br />(,'rP) t,201` ? .CBOT ti _
<br />�• 1� .250` -
<br />MIN. >rC3 e3J/ f tw/ MMic. PRiiTECiIOI�r F'ROCfICI
<br />.204' ••C r STA SIAM
<br />�. atlit t>L Rw ,wew tNww r8 M44E. FL s3374
<br />OIIT "F" ,.F" K WASI C) WINGNUT ss �% "• � t. ,c�11 tt i9 r N1 4 eo �m+a. FARE (os4)aDM t
<br />7�IiA ANGLE I4 RU€ILfN- I 15 dt I 3 LEY] NEI m - .ram..
<br />,� 1xSAAk FADE rs[a I
<br />a -_-
<br />a .xr
<br />sx
<br />,M-
<br />� x x.
<br />_ -.:_ • •• as
<br />x a:
<br />t�
<br />`1 MONE, 111
<br />( x l M
<br />BEETS 6 THROUGH 10)
<br />CEIUNG AMU a
<br />SECTION 4
<br />SCALE 3/8-1'
<br />POURED OR '2 x�+' WGO
<br />REQUIRED
<br />CASE A (PLAN)
<br />s
<br />X - BA.' DISTANCE
<br />CASE E (PL.)
<br />SCALE t/4`-1'
<br />IRATE CONCRETE
<br />DRS LWAT04
<br />SCHEDULE ON
<br />S 9 THROUGH 10)
<br />C 1 ♦a].w 9� ab .
<br />v ];
<br />t 4 s1" 1C%suum YTc
<br />�
<br />1/4 Prtf' SS M.S. 1A/ "IT
<br />CIA-
<br />MAX
<br />110
<br />1
<br />144-20
<br />I
<br />' BoM
<br />PANEL UENGMH
<br />H (SEE SCHEDULE
<br />DaSEPARATIONi
<br />FORSFAMOD
<br />I
<br />TC 6LA`
<br />(-SCHEDULE!
<br />I SCREDULC
<br />1�. T$
<br />F
<br />31.s.
<br />aT 3
<br />A& B W. 9d
<br />8A SPACER
<br />F_ LOR
<br />I
<br />PANEL U347H
<br />LOAM am* -IF)
<br />SCHEDULE T
<br />D
<br />ON SEEM
<br />"J*lf
<br />3)
<br />1
<br />I
<br />I
<br />OF V
<br />1MAXI
<br />1
<br />E. n LF'3yGTy
<br />D OF V
<br />r6A6 datli
<br />E- ---
<br />1
<br />O
<br />I 1/4. OC.
<br />CONCRETE ANCHORS
<br />I
<br />(SEE SCHEDULE ON
<br />STEEL'S 9 T}RiO" 10) 512 1/a- LONG MAX, AR.ILAINUM
<br />_
<br />SPACERS O 6 Ile O.G VAUD FOR
<br />m CONCRETE
<br />ALL DESIGN LOADS AND PANEL
<br />BLOCK
<br />EXISTINGPOURED
<br />LENGTHS PER MEET &
<br />IXt CONETE BLOCK
<br />REDolLR LL
<br />t' MAX LONG ALUMINUM SPACERS a
<br />1Z 1/2. O.C. (SEE TARE /1 ON
<br />SHEETS 9 & 10.) per•..
<br />y
<br />WALL IIQLNTING JDRM�'tr�31-.3NAPACiERS iU) Oft 61
<br />MOON R
<br />SCALE 3/6-1- .
<br />®� OR M BLOCK
<br />°o
<br />YARES I & ISK ED YRnii€
<br />I �[� KARED
<br />2.
<br />1/2
<br />kft
<br />PO I I 714's x 1
<br />OONCR 3/f , 1 jr
<br />2 *e 0000 FFAME 1 II -{ p OR� 72 acMIA
<br />IffiWrLEDh I � -.
<br />\ 1
<br />I 1'
<br />r x 2' x .0w TO L'E'G' EaOAtXXi
<br />--..�.-.--- - S` 1 :BID" 310441154 SHM
<br />MEW, ALL MIT RATE
<br />1 - 2. I ') 1
<br />I I4
<br />1/4"0 •x V. OW
<br />O tr O,C. 311E aH14 i$ NLOY
<br />*/y Mff Owd, A14rn. A49LE
<br />9ME 8 P fA E C(PLAN)
<br />SCALE 1/4'-1' SCALE 1/4`-,•
<br />1
<br />1 _,-.1.._- O
<br />1009
<br />*Ow1 ; I 4 &
<br />SWAN
<br />VARIES 1 '�" • `t OR
<br />s Lter.
<br />> a tOuc
<br />N %
<br />SASE i•
<br />SCALE 1/4"-1' 1 _37 7 IVn n A S
<br />2' a 3• x .OW 3103
<br />OD63-76 ALLOY CORK.
<br />MIME WTH 1/4.1 x 1
<br />TAPC6N O 1Y O.C.
<br />111111101ci�,q
<br />CASE_ D (PLAN)
<br />SCALE
<br />CASE G (RUIN)
<br />SCALE t/4'-1•
<br />VAUD FOR DIRECT MOUNT INSTALLATION ONLY &
<br />CERTIFIED PANEL INSTALLATION AT WALLS W/
<br />SURFACE Leta VARIATIONS WITHIN 3/4-
<br />Y1/ AHPdWL£D FRONT &
<br />�R, :O OR END FANA4
<br />,gin 7 x' ♦r1 _..a.1r-,..L:Im1
<br />r'
<br />�f-1
<br />MAXIMUM( PANEL L.Et1T3TM
<br />L+" OR L-H (ff.) 0
<br />MAXIMUM D-
<br />DESIGN
<br />PRESSURE RATNG
<br />CONCRETE & WOOD
<br />D6IALL MM t
<br />2a,a -
<br />Jr-0'
<br />W-a-
<br />30.0
<br />xsa
<br />ra=fo-
<br />rNr-a'
<br />4&0
<br />3a,0
<br />9'-I"
<br />8=s-
<br />a
<br />d°-r
<br />61-0`
<br />+ro.0
<br />ol-r
<br />r-r
<br />�A
<br />d'-•+r
<br />r-4-
<br />70.a
<br />rs'
<br />ra-
<br />75G
<br />11-5-
<br />6=f0'
<br />:ba
<br />r-2"
<br />tY-Y
<br />d&V
<br />r-0"
<br />B' S"
<br />900
<br />J130
<br />6^_"
<br />8-e
<br />100.0
<br />C-S'
<br />S=ri'
<br />795.9
<br />JY�3`
<br />b=9'
<br />1roa
<br />-
<br />a'-r
<br />11346
<br />5'-5'
<br />x,} .Nit, 1._,h,:_. t<1 tl •€ • �L- �,L
<br />"LH-" OR 'L-" (if.) 0
<br />MOM" AS&
<br />DESIGN
<br />PRESSURE RATING
<br />O-J.) (+ ar -)
<br />CONCRETE & WOOD
<br />OWALIA700
<br />L+
<br />Ir-
<br />2G0
<br />14'-4"
<br />131-0"
<br />2 0
<br />rx Ia-
<br />11 -r
<br />39A
<br />r1=8•
<br />w'-r
<br />350
<br />10=10`
<br />9'-9'
<br />4&0
<br />50.0
<br />W-r
<br />J:_21
<br />-.
<br />ae40.-.
<br />8-e
<br />r-5`
<br />a ..
<br />r--rr•
<br />r-Y
<br />70.0
<br />i-51
<br />d-$1•
<br />mo
<br />7-2-
<br />a•-8*
<br />wa
<br />7--0•
<br />W-5-
<br />aLiO
<br />7-o'
<br />6'J"
<br />9a.O
<br />6=9'
<br />8=r•
<br />9&a
<br />6'-r
<br />51-10-
<br />fOGO
<br />6'-r
<br />S-r
<br />rIS30
<br />b
<br />5 •-4"
<br />rr€La
<br />-
<br />s=r•
<br />waa
<br />-
<br />4=ro'
<br />1 TIE!$
<br />^•
<br />4=6"
<br />►tEowelmLENGTH
<br />�)
<br />WINItIIN 'SEPARATIOFF TO GLASS SCHEDULE
<br />WIND SPEED { 140 m.ph
<br />DELI SPEED s 140 m.p.h
<br />REST1,AdHEO
<br />RESTRAINED
<br />UNRESEf AEI)
<br />RESTRNfP1ET1
<br />30 00 LESS
<br />7`
<br />r"
<br />9`
<br />6 H/4"
<br />T33 Ti} 90
<br />I`
<br />Y
<br />7 7/2`
<br />7 i/2'
<br />?90 TO 145
<br />7 1/2'
<br />7 lIr
<br />5145,0
<br />f"
<br />t'
<br />-
<br />7 1/2"
<br />MINIMUM PANEL LENGTH (in) FOR A GIVEN I=WnNG CONDITION
<br />ownsaml-m-
<br />RA
<br />IF gLj&jff.Vp
<br />0r�0���0
<br />` 2'x4'
<br />PLATE
<br />0tl\ILI�VI
<br />N
<br />S%PIRM1TFUN
<br />TG Guns. '
<br />I
<br />(SEE
<br />SDtEDIA.E I
<br />0M sHEfY 1
<br />WOW ANCHORS
<br />(SEE'. SCHEDULE
<br />SHEEN 11)
<br />WOOD HE
<br />REQUIRED
<br />v MAX.
<br />PANEL LENGTH
<br />(ON SC EDUL
<br />or `L"
<br />MAX
<br />0 12 1 fY O.C.
<br />STAGGERED W/ STUD
<br />(SE ET 1,Sp )ED SCHEDULE ON
<br />SHEWILD .LdOUNINfa
<br />SCALE3/0INI1' l
<br />N 07E FOR WMIJU&TM QE SECTIONS:
<br />TOP & BOTTOM MOUNTINGS CAN IE
<br />COMBINED IN ANY WAY TO SLIT ANY
<br />INSTALLATION.
<br />3/4, 4/5. 5/5 6/5
<br />21LY/6, 3W/7 & 4W/7
<br />LLAP
<br />_...__.__ r MAX
<br />2/4 114. 3/4, 4/5. 5/5 & 6/5
<br />1 W/6, 2W/6. 3W/7 Or 4Wf 7
<br />-4...,� (SHE SCFHBXlllf ON SHEETS 9. 10 &11) r
<br />REGULAR`. STORM PANEL. ELEVATION 1/4-L OGAP
<br />2-d87` N.T.S.
<br />(1) Li. MAXIMUM ALLOWAI E PANEL LOOM MR A GIVEN POSITIVE', A,%M OEM LOAM
<br />U� MAX ALAWAKE PANEL LENGTH FOR A GIVEN HHIMATAE USA'. DE.51ON4 WAD.
<br />(2) PROCEDURE TO DOERMI E MAIWUY PANEL LOWDE
<br />GIVEN A POSITIVE AS,D. DESIGN LOAD, 1»FE MAD" PANEL• LIEN M "L+' FROM $01T ULE.
<br />GIVEN A NEGATIVE USA. DEN N LOAD, DETERMINE MMXINIUM PAEL, LENGIFH I—' FROM SCHEDU
<br />PINK. MAXWlw ALLOWABLE PANEL LEWIN E iSQUAL TO THE DETERIMED PANEL LRNOIH
<br />BETWEEN '1,4• me t-'-
<br />(3) 'SLIT.' 3A2EOULE BFL.OW NOR VOL PANE. LENGTH MR PORT M CtllLFItAWDN.
<br />` INS AIUA KINS INTO WOOD ARE LIMITED 70 t 25 Psf MAIL USA- DESIGN PRFSBLRE RAAHO
<br />* FOR MAIL AS.R DESIGN I"= & MAX. PANE. MOTHS FOR
<br />4tlttin a usm:
<br />"' FLORIDA BUNGING LX>OE (Non Nigh YeleHcity WMurr(carn Ztms
<br />NO.44ra
<br />- $ � GALVANIZED STORM PALS.
<br />24
<br />FAJ
<br />OWN De
<br />t
<br />_
<br />■■L�CyDQM&/� PROTECTION P� LTC.
<br />1 ` WI/
<br />aa'AAB
<br />NISI
<br />v
<br />'% • (�. • ' +
<br />.� <x,, CI } t
<br />7=itr 7$117Did t C7atlPAN1' 4M SAL 41 SWW
<br />ru 4t to A I raww wtl ppc NI nir. rr^ 14
<br />15
<br />."jsy / °' '6
<br />dafi-s, 1A f�V APA•M7 75w VAX i`f`4}A�- m
<br />-022
<br />P
<br />9 Nt M .� ,�
<br />LMA4LlM 1Mk
<br />IYFi1 3 OF 1M
<br />109" A 7IAlr A A Gael Y,v-ws• t
<br />-um
<br />SEE SCHEDULE
<br />ON SFE7:fi 3)
<br />a
<br />P t.
<br />A,
<br />N=[1iJ.I.N.I
<br />LI��■Ire - - .. t,
<br />SIN
<br />.II.L i.4 • .I.
<br />141 I :. _Ill
<br />N07m,
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D.
<br />DESIGN PRESSURE RATING (p.D.f) AND PANEI LENGTHS
<br />AS PER S(}#DlAi$ ON SHEET 3 (DOCEPT FOR
<br />ALTERNATE 2W)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOtMfERN PINE No 2. W/ SPECIFY
<br />DENSITY OF OM OR EQUAL
<br />I* MUL SEPARVION TO (LASS INDICATED
<br />ON SHEET 3 MAY BE REDUCED 70 1 4`
<br />AS LONG AS THE FOLLOWING cmamnms
<br />JIBS COMPt" WITH:
<br />(1) MAXIMUM ASO OEM PRENU E
<br />RATITE is +am -es p.&T.
<br />(2) MANNUM STOW PtMLE1. 1E4091H IS
<br />a
<br />(3) STM PANEL *wxLffm ONLY
<br />INTO AN EXISTINGI WOOD FRAMMIE WALL
<br />(4) I SIALIAION VALID ONLY FOR WIND
<br />?OHM 1. 2 6A 3 PER AMU E
<br />wN421krold oil:, • . .. ..,
<br />�,..i: '� I ;. ;.:► -_.:.� ► :. �"�. 1LI i ::. ► I sLI b, i�I •� ILL i � = :L!
<br />FLORIDA
<br />UAX, A.SD.
<br />IEIPRESSURRA,nNGE
<br />(P•I•f)
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />FOR INN
<br />EA PER SCHEDULE
<br />BELOW
<br />APPLICABLE
<br />TO
<br />Nfol
<br />MAXIMUM
<br />PAIfEL
<br />LENGTH
<br />( }
<br />MAX- A.S.D.
<br />DESIGN
<br />Pr�SURE
<br />(P•s3•)
<br />mumm
<br />1A ANCHORS
<br />SPADING
<br />FOR
<br />MIN ED.
<br />PER SCHEDULE
<br />9ELUW
<br />'70
<br />APPLICABLE
<br />SECTIONS
<br />&
<br />MI XWWN
<br />PANEL
<br />(ft.)
<br />lAPOON
<br />DLO -SET
<br />'MINS ID
<br />PutsPAH OE
<br />i #Ac-1NNLk1
<br />CALK-W
<br />UPCON
<br />T
<br />FEhfUD
<br />RREJS
<br />!-N4I_BF
<br />t S3-I
<br />TO
<br />to
<br />t0
<br />70
<br />vRATING
<br />W1
<br />00! tE
<br />TD
<br />A3 omm
<br />-
<br />TLt
<br />70
<br />W
<br />OF THEM
<br />+41% -45
<br />D�
<br />13'
<br />Ir
<br />la'
<br />13"
<br />1r
<br />Ir
<br />13'
<br />13,
<br />i3'
<br />13'
<br />13'
<br />13,
<br />1 (lop)
<br />5,-8"
<br />OR
<br />I.l
<br />'� -0
<br />41W -86
<br />13,
<br />Ir
<br />i3'
<br />13"
<br />i3`
<br />13'
<br />13'
<br />f3'
<br />13"
<br />13'
<br />_13'
<br />11 t 27
<br />1 (TOP)
<br />5 ,
<br />cc
<br />LESS
<br />13-
<br />I3'
<br />13`
<br />it
<br />13'
<br />13"
<br />13,
<br />13-_
<br />Ir
<br />la,
<br />13"
<br />13,
<br />1 (00NTOLH)
<br />13'
<br />Ir
<br />la-
<br />13•
<br />13`
<br />13,
<br />13'
<br />13`
<br />13,
<br />I3`
<br />13'
<br />11 lj2
<br />t (BOTTOM)
<br />131
<br />Ir
<br />13'
<br />13"
<br />13`
<br />13,
<br />13`
<br />_
<br />le
<br />,3'
<br />13'
<br />13"
<br />13°
<br />2 (EDP)
<br />13`
<br />13,
<br />15,
<br />13"
<br />13"
<br />13`
<br />le
<br />13"
<br />73`
<br />13-
<br />13'
<br />it Y
<br />2 (TOP)
<br />1r
<br />13-
<br />Ir
<br />13"
<br />Ir
<br />13`
<br />13"
<br />tr
<br />137
<br />13"
<br />13"
<br />Ir
<br />2 MOTRIM)
<br />13'
<br />13`
<br />Ir
<br />13".
<br />- 13"
<br />13'
<br />13"
<br />13`.
<br />13"
<br />it
<br />it
<br />III 1/2
<br />2 (BOTTOM)
<br />13"
<br />i3"
<br />13•
<br />'1}'"
<br />13`
<br />13"
<br />13'
<br />I3"
<br />13'
<br />13"
<br />Ir
<br />13'
<br />3 )
<br />13"
<br />13'
<br />13`
<br />T
<br />1S
<br />i3"
<br />Ir
<br />I3'
<br />13'
<br />Ir
<br />13'
<br />i3' _
<br />11 1/
<br />3 (NIP)
<br />-
<br />,«
<br />12 lj2"
<br />12 i/2".
<br />8 1/4`
<br />a 1/4"
<br />72 i/2
<br />12 1/2
<br />-
<br />-
<br />0 1/4'
<br />6 1/4'
<br />3 (BOTTOM)
<br />-
<br />-
<br />2 1
<br />12 I
<br />6 1/4"
<br />0 l/4'
<br />2 I/2
<br />12 I
<br />-
<br />-
<br />6 1/4'
<br />6 yr
<br />3 �Trmo
<br />8"
<br />6"
<br />6"
<br />8`
<br />er
<br />B"
<br />8'
<br />7 1/r
<br />4 (TOP)
<br />r
<br />5 t/r
<br />8"
<br />6`
<br />8"
<br />6 1/2`
<br />8°'
<br />7 Alr
<br />6'
<br />6"
<br />V,
<br />V*
<br />4 (TOP)
<br />r
<br />-
<br />Or
<br />-
<br />d'
<br />-
<br />4 (BUT")
<br />d"
<br />-
<br />8'
<br />-
<br />S. _
<br />-
<br />a,
<br />-
<br />5"
<br />_-
<br />-- d,
<br />�-
<br />4 (BOTTOM)
<br />it
<br />13`
<br />13•
<br />le
<br />13'
<br />13`
<br />13,
<br />1r
<br />13"
<br />13'
<br />13'
<br />1r
<br />5 (TOP)
<br />13-
<br />13•
<br />13•
<br />Ir
<br />Ir
<br />tr
<br />_ 13,
<br />13"
<br />13'
<br />13`
<br />1 1ST
<br />$ i
<br />5 (TOP)
<br />13'
<br />13'
<br />t3• -
<br />i3•
<br />t3"
<br />t3'
<br />13`
<br />tr
<br />13`
<br />13'
<br />13-
<br />13'
<br />S (BOTTOM]
<br />13`
<br />Ir
<br />13"
<br />- i3'
<br />13'
<br />IV
<br />H3'
<br />13"
<br />13'
<br />13'
<br />i3'
<br />1 1/2
<br />5 (BOTTOM)
<br />13'
<br />13'
<br />t3'
<br />73'
<br />13'
<br />13'
<br />lr
<br />13-
<br />13"
<br />13"
<br />13,
<br />13'
<br />6 OW)
<br />13`
<br />13`
<br />13`
<br />13'
<br />13'
<br />13"
<br />Ir
<br />Ir
<br />13,
<br />13"-
<br />13'
<br />11 1/2
<br />6 (TOP)
<br />-
<br />-
<br />6 1/4'
<br />6 1/4`
<br />6 Ile
<br />8 I/r
<br />»-
<br />-
<br />-
<br />-
<br />6 1 4`
<br />6 1/4"
<br />6 (SM.")
<br />-
<br />-
<br />6 4/4"
<br />6 1/47
<br />S 1/4'
<br />8 I/4"
<br />-
<br />-
<br />-
<br />-
<br />s 1/4"
<br />6 VIC
<br />S
<br />Ir
<br />51
<br />l3'
<br />10 1/27
<br />13'
<br />_r
<br />13'I
<br />7"
<br />7 1/2
<br />5 1/2
<br />13-
<br />4 1/2'
<br />1 (TOP)
<br />>V-V
<br />TO
<br />14'�4
<br />13'
<br />r
<br />13,
<br />13`
<br />1 13"
<br />8 I/2"
<br />13'
<br />8 1/2"
<br />9 Ire
<br />6 1/2`
<br />13'
<br />S 1J2•
<br />,(LOP)
<br />TO
<br />A'"d`
<br />i3"
<br />_r
<br />13'
<br />t3'
<br />13'
<br />8 1/2
<br />13'
<br />10 1/2
<br />101/2
<br />7 1/2
<br />13'
<br />9'
<br />1 (BOTTtx$
<br />13'
<br />7 9%2'
<br />13^
<br />13'
<br />13'
<br />10'
<br />13°
<br />10'
<br />ti-.
<br />RT'
<br />13`
<br />d 1/2"
<br />i (90YTON)
<br />Ir
<br />5`
<br />13'
<br />10 1/2
<br />13"
<br />7'
<br />13'
<br />7'
<br />7 1/2
<br />5 1/2
<br />13'
<br />4 I/r
<br />2 (TOP)
<br />13'
<br />8"
<br />13,
<br />137
<br />13`
<br />8 1/2-
<br />13-
<br />6 1/2•
<br />$ lIr
<br />5_t/2"
<br />- -
<br />13-
<br />5 1)w
<br />(MP)
<br />_
<br />13'
<br />ri3'
<br />13'
<br />13"
<br />9 t/2
<br />13'
<br />a 1/2
<br />70 1/2
<br />7112
<br />13'
<br />6 1J2'
<br />2 (BOTTOM)
<br />13'
<br />7 1JY
<br />13"
<br />13"
<br />13'
<br />10'
<br />13'
<br />10'
<br />11'
<br />8`
<br />13`
<br />d t/r..
<br />2 (BOffOMA)
<br />le
<br />7'
<br />73"
<br />13"
<br />13•
<br />9 1/2
<br />13'
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13'
<br />6 1/2"
<br />{TOP)
<br />13`
<br />7 1,W
<br />13"
<br />13'
<br />13"
<br />Iw
<br />i3'
<br />,0'
<br />I it,
<br />6"
<br />13-
<br />B t/2'
<br />3 (TOP)
<br />-
<br />-
<br />2 i/2`
<br />I2 1/2
<br />6 11C
<br />6 1/4'
<br />12 1/7.
<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
<br />6 I/4"
<br />6 1/4'
<br />12 1/2"
<br />12 1/2`
<br />-
<br />-
<br />6 7/4'
<br />6 1f4'
<br />Z (FACTIDM).
<br />-5 1/2-
<br />6,3' -
<br />4)
<br />e
<br />713`r
<br />4"
<br />4
<br />3
<br />6 i/z
<br />4 (EDP)
<br />8'
<br />-
<br />8'
<br />_
<br />e'
<br />_
<br />8" -
<br />-
<br />5 1/r
<br />•-
<br />7 1/a^"
<br />_-
<br />4 (BOTTOM)
<br />-
<br />8'
<br />_•
<br />a`
<br />_
<br />6,
<br />-
<br />Ilw
<br />5 i/2"
<br />-
<br />'-
<br />7 1/2'
<br />-
<br />-
<br />4 (80TTTLM)
<br />13'
<br />Y
<br />3
<br />ta'
<br />9 1/2'
<br />9 7/2"
<br />1011
<br />7 t%2'
<br />6'
<br />8 7J2"
<br />t3'
<br />i3'
<br />3
<br />f0'
<br />13`
<br />10-
<br />11"
<br />a'
<br />13"
<br />6 I/2'
<br />(TRIP)
<br />13'
<br />-r
<br />/3"
<br />f3'
<br />13'
<br />9 1/2'
<br />13,
<br />9 I/2"
<br />iG lIrl7
<br />1/2"
<br />i3'
<br />6 ,/2'
<br />3 {803T0tAl)
<br />13"
<br />a I/Y
<br />1r
<br />137
<br />73"
<br />10'
<br />13"
<br />,O'
<br />11"
<br />8'
<br />13'
<br />d 1/2
<br />T(BOTTOM)
<br />13'
<br />S"
<br />13`
<br />10 I
<br />13,
<br />71
<br />13*
<br />7'
<br />1 1/2'
<br />5 1/2"
<br />13'
<br />4 1/2'"
<br />(TT4+)
<br />13"
<br />a'
<br />13-
<br />13-
<br />13-
<br />8 1/r
<br />13'
<br />6 1/2'
<br />0 1/2:"
<br />S 1/2`
<br />13-
<br />$ I/2'
<br />6 (TOP)
<br />-
<br />-_ -..
<br />d 11-C
<br />8 1/4"
<br />6 1/4`
<br />6 IJ+'
<br />-
<br />-
<br />-
<br />y
<br />8 1/+`
<br />6 1 4"
<br />6 (BENT." °)
<br />-
<br />-
<br />a
<br />a i 4"
<br />6 1/4"
<br />I -
<br />•••
<br />-
<br />-.
<br />6 L 4'
<br />d i/4'
<br />6 (80YM1+
<br />SEE >HHE£T I FM TM k SPACING MR INSTMIAOHO M INTO tUOO PR1fE BUTAN9&
<br />r AM MINIMUM COM Nj1ITANCE ARE MoIcoATED 8H THIS SMEO LE FOR E-D,
<br />LESS THAN INDICATED ON scNEMAZ SEDUCE ANCHOR WAIDW BY wAl y m SPACING SHOWN CAN
<br />socm .E BY TEE FMLOW7sG FWL'TOR6. FOR ,HB OPUmm 10 BE POSME, REDUCES SPA040
<br />oormM USING FACTOR SHALL NOBE LESS THAN ►INIILM SPACING INDICATED Nat FACiH ANC3lOR iW'E
<br />am m
<br />PMCWMTYPE
<br />i/4'I
<br />1/re
<br />1/CP
<br />1/4'"
<br />t/4.
<br />1/4S
<br />1'NCdI
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<br />°ROBM"IEftNU ID
<br />RISaIX-II
<br />MINIMUM ANf = SPACING po
<br />3
<br />3
<br />3
<br />3
<br />$ 1/2`
<br />2 1/2
<br />85TANG!t>:04 mSKAC
<br />3
<br />3 1JrR"
<br />3 a
<br />a 4/2
<br />] 1/E'
<br />4
<br />ACTUAL. EDGE VKV= MD.
<br />FACi�t
<br />1 1/2'
<br />ou
<br />I
<br />-
<br />-
<br />21/2'
<br />OJ1
<br />aJ70
<br />-
<br />-
<br />OdO
<br />3 ;i
<br />•-
<br />IUD
<br />TAD-
<br />-
<br />I=
<br />im
<br />,nt SPAS ONLY VAUD WHEN SPACER Q9 LR USED. SEE T� 11 FOR MAN(. AST.
<br />DESIGN LOADS & MAX PANEL UlImNS WHEN SPACM 0 IS USED.
<br />NyH1
<br />i
<br />7EBLE.#1
<br />A
<br />A D. RESIGN L:MD
<br />f Pi�#FL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'•-e
<br />? 40 PSF TO 50 PSF
<br />> 50 PSF TO 60 PSF
<br />5"-t0'
<br />A MAX PANEL LENGTHS ARE CHLY VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/"SPACER AT 12 1/2" D.C.
<br />FLORIDA BUILDING CODE (on te Veloolly Hurrlocne Z0116
<br />42IP6 ��pwa A c
<br />24 GAGE RACY STF.LT, STO RW PANEL
<br />rAL
<br />E'4► IM6.
<br />oiLLllt B6
<br />GLOI3AI PRODUCTS, LLD,
<br />4AOI S'W' > T
<br />1tCA R.
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<br />d,
<br />SHEET NO.
<br />SH 114
<br />
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