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<br />INSTALINATION-DEIAM FOR SERIES 2000 A 1000 E-Z HANG SIOM PANEL I 9MM& Ngm . C M -0 a- .
<br />INIQ EXISTING WOOO MHUfAMIM A (D
<br />RX (OULZIOU11.0 , a)
<br />- I, WORM PANMll.91l0WllAn0N�eTj4S ODUCT VOILUNTION DOCUMENT JPMED.) HAS MEN VERIFIED MR COMPLIANCE IN ACCOROMICE 1/, -I I v C m5ft���ILI INC 0) -t5 _., U) -#-a
<br />I . WITH THE 2010 (7th EDITION) OP THE FLMIDA BUILDING CODE M STORM PAWL WALL NOT BE INISTAU.0 AT HIGH - 014-10 PANUMATE FEMALE M AMP PAN11MAX PLUS ANCHORS. AS MANUFACTURED BY ELLO, CONSTRUCTION PRODUCTS, - - y
<br />MIMMW A&D, MOM PRESAIREL HAIM filibl.1 MD - � 'I'40'115!r 0 .1��Wl I
<br />- � I 1. , - - To 2 _ 11 - = 2W WOW VELOCITY HURRICANE ZONES (MOO-OADE / BROWAND COURM). _ 1/4-0 LAG SCREWS PER ALMS- = =3 m cu )
<br />cwKSmpw AmwN PMEL Lam -0 so=" I �%_�__ :/4 1 DESIGN WIND LOADS - (D -0 0
<br />-- E,�.Lw=s* O�t W/ \ woumm SHALL BE OMMMED AS PER SECTION 160 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND 7/16'0 . 5/W WOOD BUSHM. As D*TRIBUTED BY ALL POINT SCREW. BOLT IS SPECKTT Ca
<br />MA*k" ALS& DESM PRIESSURE RATM (jbs.f.1 AM 2MEMPM UUMd AWA I PENE11"c" I _111/ , I " OR ON MOE � 11141��.= 1;�= SPEED AS REQUIRED BY THE JVRMICTION WHERE STORM PANEL WELL BE INSTAU.M. AM FOR A DAEUTK�Iy � -0 -0
<br />MR MM I U/2= E-Z HM MM PANELMSMM I = 1�= ��A L V.. EM DISTN" _10 DOSTINO WOW WAM. I \ / I I I �, � . - : TO "sn" WOOD "EAGER al) MINIMUM WEAVED PENETRATION INTO WOW OF TAKON ANCHORS SHALL PC 1 1/2' AND Z*
<br />" 'I Cumt. J140* SAUL 0 KD-085, USING ASCE 7-15 AND SHALL NO EXCEED T14L MAXIMUM Mal DES" PRESSURE RATINCS INDICATED ON SHEETS MR IELCO PANELMAXE PLUS
<br />SPACING SMDULE I= INSIAUAMNS KM - - /-v FA Em or --,.,_,-, � 13. a THRU 12 III 17, le, - AND PANOLMOU FEN" IQ-
<br />WWO QU FOR PANEL ASTALI&"jW I!rR SE A.T* S,Ks, 1, a COAL v�s, a 2 -Lj -= a)
<br />I I I',- wwc IN ORDER TO VERIRY THE AW,T lCONDMON, 0TRATE DESIGN WIND LOWS OCTIBIRMINED PER ASCE 7-10 SHALL BE FIRST
<br />, I i" Qw Ez IN UMM I' DW 4' 2KE[_.Zjj z im on OF 0 y " - 1�__ em REDUCED to XS.D. DESIGN PRESSURE RATING By MULTIPLYING THEM BY M6 IN ORDER TO COMPARE III= W/ MAX (A,SO) ") MINIMUM THREADED PENETRATION OF LAC SM"� IWO THE WOW FRAME UNIT SHAU BE I Ife- NO THIREWEIT 0 ED- = 0 �g:
<br />MAXIMUM "D. I MQAKW AMMIRS 11P410ING FOR E. O. - I I/e � APAICABIX TO I I � e "i wl � 4% ,% �� 1114AV "_% DEWN PRESSURE RATINGS INVICA10 ON SHEETS, 3, 9 TMALI 12 & 17, 18, PENETRATION INTO STUCCO SKAU BE COfMDERW AS PART OF THE REOVIREID THREADED PENETRATION, 9_-
<br />- - ApmTO ;�F-�&- / � =,.n.s** V14% __;pl;== .0 POKTRUION yh -A m DO OF 9) IN OF40ER TO VERO THAI ANCHORS ON THIS P.&Z. AS TESM WM NOT OVER STRESSED, A 3M INCREASE IN ALLOWABLE 0 LL
<br />P19 ME __ Q�;' " SMMTM PRESSURE TAPCORS CAL" Nmomm FUME ED FAMMAKIE PLUS A: m"I'614, mommum mn =,OETAIL I/24 & 10 onsw WOW = STRESS FOR WIND LOADS WAS EER[ LISED IN THEIR ANALYSM FASTENERS SPACING TO WOOD HAS OWN OEtERIANED IN CA) MINDAN EDGZ MANCE OF LAG- SCRM WW WOOD SHALL BE AS INDrATED IN THIS DRAWING
<br />DERAM. E GLASS wpm*% r i___L 1, f c
<br />RATING I LENGTH IV w ir =DANCE WITH NaS. 2018, M 0 m %+- M
<br />__ - -
<br />461SQ. _7" BOLTED . 1% V. X. *wl k.M!, to CGROtM TO ODKRM To COMPETE TOSONAME 70 ""Cwt la CONCRETIE ;; _Ca4jM 16 w THEN . MgM PANR'l AOCOIJACY FOR IMPACT AND WIND IIESISTAXCI� HAS BEEN VERNIED IN ACCORDANCE WfTH SECTION 16004.2 OF C.*) MINIMUM PENETAK11ON OF ~ BUSHNG SIVUBE Sle, 1/4" 0-20 SCREWS USED SRALL, BE I 1/7' OC UNNUM %%O
<br />70. OR 4r. a 9/ir 2* 4: S`v � --tgo" ,.I= -.692L- - MO � I flul- ws� 'i" i 1�'Ll"l 11 A I . I (_J >
<br />- 12, NIA 11. N/i le N/A 12' N/A 1, & T (TOP) , . I I" R 4' Aff 0 � 0 FA 00 Or 4) Pm ssm t-29 & ASTIV E 330-02 STANDARDS, AND AMEAICAN Ts"140 LAN SOUTH REPORT )1123.01-IO AS PER . -
<br />+GOA -1,%3 W OR VEU 2 ?A, BOLIM . ., & 4,W 1 (TW4 1 - PET PANELS, STUCCO OR WOW BOARDS K FOUN ON THE COSTINO
<br />I I - I chlA IAS-. NO TAS 203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORM44CE W/ SECTION lw or THE ao) IN CASE THAT PW" STONE, OR PWASt VONC E 0
<br />* 1. , (80TTOM)4 WALL ANCHORS SHALL K LONG ONWOR It REACH THE MAIN STPLOCTURE RETIRED SUCH PANEL-S
<br />. &s. IkS, A, VARONLIT Al omw & 4011 OF PANDL LENGTH It, r IQ" v 4- O' 4' 1 mWrm I - I- -- .; (SEE MIAIL ,/zt & .1 FLORFOMi JILD04 CODE ANCHORAGE SHALL BE AS MENTIONED IN C 1)� C 2) & CA) cn ,.,o -4-0 CL
<br />Mm/14MM-10.11 PANEL 3. '. 1. a. - - I I Am tA PDJ30 2� ALL ALUMINUM EXTRUSUM IQ HE 4063-16 ALLOY AND MMPON. (UNLESS OTHERWISE NOIW)� SEE SHEET 2 �._ %U
<br />12' 1 127 V* - r - i � � wm HEADER wix�mm I (D) ANCHORS SHALL BE ANSTAILIED FOI ALL Of THEIRECOMMORAPONS AND SPECIFICATIONS OF THE ANCKPA'S MANOFACTU06t !E M -4.- CDL
<br />N/A N/A N/A NIA N/A WA 1 12 1/2. - -�. 1/4-,_2w/4' � I . - - 1 3. ALL ALUMINUM SIHI WET& USED AT CLOSUIPES SHALL HAVE 210"14 ALLOY, F_ C
<br />I "&a, -15Z W Z (BOTTOM) 70, OR LESS .!J�l� Mls� W/ 2 = �_ - - 8 PAHW MAY ALSO BE INSTALLED NOMONTALLY FOLOMNG INSTALLATION DETAILS SHOWN ON SECTION t THROLiGH 0 (SHEETS A -0 . U) <
<br />7- 5 1/2' 1 N/A 1 4 lIr 4 1/2- 2=18� 9 TO GLASS, a - 4. ALL SIM SHEET METAL PANELS SK411 HAW STRUCTURAL QUAL" SIM. ASIU A-653 GRADE 80 MINIMUM, C-80 GALVANIZED THROUGH 5) EXCEPT THAT HEAM"o A JD SHALL MY BE USED __
<br />I NIA I N/4 N/A 3' (TOP) v QLASL ,_ 4'w flo a 12, o.r- STEEL DESIGNATION W/fY- Su km WTIER ROLLM),
<br />2. - i�� rlow oyaw - . 9. IT SHALL BE THE RESPONSIGXM OF THE CONTRACTOR TO VERWY THE SOUNDNESS OF THE STRUCTILM WHERE SHUTTER IS TO BE
<br />12* 1 N/A 9 1/2* N/A 9 1/2- ?E/A T (garrom) " Eym DVORAK 9 �e, -==_ � ATTACHED To INSURE PROPER ANCHORAM THIS SHUTTER SHALL ONLY BE ANTACHRID TQ COfCfR7F_ BLOCK 09 WOW fRNAE
<br />- I __ __ - w/4 ',=. - in CLAM - - g S. AIA� SCREWS TOSE STAINLESS STEEL 304 OR MR QSf BERES OR CORROSION RESISTANT COATED CARBON STEV, AS PER ON
<br />, I I., 8=0105�
<br />1 12 N/A W 141A mg �� 1, SCREW �( I � w 60618 STRENGTH AND 10 kN TENSILE STRIEN04 AND SHALL C�6MPLV W/ FLORIDA BUILD04C, CODE SECTION
<br />T 12 1 - ____ 1 Ir W, � w: ml0l*_vl wl $0 w Ylew
<br />N/A r . , ,
<br />I I - - .." .. I _2s �_ 9 4 ;&'. I 2411,31.3.4, 10 EACK REGLILAR STORM PANIEL WITH LENGTHS OVER Go', AS PER SECTIONS 1, 7. 4. S, 6 AND ALTERNAIM I W. 3W & 4W ON
<br />__ , EVENT OVERLAP SHEETS 4. !L 6 & 7 % �CTNELY4=H,AVE AJ�ANO RErY G INSTRUMING OWRER OR Tow TO
<br />r 12- . I MO CLAM. WIM. 1 -307 SECURE PANELS WITH JEW WU== G.
<br />1. le I 9 1/2. i2 it" 127 1 It- I '. (.IT.) I I I " o- BOLTS TO BE ASN A GALVANIZED STEEL OR Art 304 SERIES WARLESS STEEL VAIN 36 W MINIMUM YIELD STRENGTH
<br />* LIMITED 70 f" pxf. A.S.D. DES" PRESSURE RATING, , --j- i 1 el - __1 f i 1 0 7� ANCHORS TO WALL SHALL BE AS fOLOWS: I. THE INSTALLATION CONTRACTOR IS IQ SEAL/CAUIX ALL SHUTTIEFI COMPOWNT EDOES WHICH RENA& Ot CONTINUOUS CONTACT IMIH
<br />I 0 ;t � 7 r , I I- _-] I I THE BUIROONG To PREVENT mVI wioqs"�
<br />�
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<br />L 1 -4 e --_ f 11 - 01 MAx9m"%lQ9uLQmK=
<br />ISM SM 26 MR PCHOIES ITME & SIWING FDA 010"0010" 040 WOOD + Rmusm Mo- OWN" wwa BOTTOM OF PANEL � sk I le A - I 11 ;, I - 1/4-0 TAPCON ANCHORS AS MANUFACTURED LIN, BUILDEX, INC (NO, V-3197 pA4 12, STORM P941 INSIALLAIlION SHALL COMPLY WN SPECS INDICATED IN THIS MWAIG` PLUS Me BUILDING AND ZONENS REGULATIONS 0!
<br />K -- -; . By
<br />FWAS SUILOW Am (b To w 1A, , , � ,,�.. .. - I I PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO,
<br />-1 j! � - 1/4' . 7/11' CAUK-Ift ANCHORS, AS M#MFAC7UM SY OVINALT INC,
<br />MIMMUNI ANCHOR XA040ft AM ANNINUM WGE WW" ARE AlMLM ON THIS li�l I:;__ - 119 � ,m DGMIEUTED BY ALI. POINT SCREN. BOLT * SPE*&TY CO
<br />� SDHENJILL fOR E.OL LESS THAN All"M ON SaM" ROEAW ANCHOR S14NM 91.11 '-, . 1 14 ;( i/4-#11. 3/4- SOLIO-SET ANCHORS. AS 13, (a) IHIS PRODUCT CIOCIATION F M) PREPARED Eft' THIS 04ONEER IS GENERIC AND DOES NOT PROVIDE INFORMAMON
<br />11 .;. a /4-.-2W/`4' M� - Ig , In, f,4--3009
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<br />BY "TIPLYM SA%CPG 94MM ON $09MIAK RY THE FOUA04 PICTORS, MR I : - - - � I I -I 11 I I - � , P.6111) JCTICN PRODUCm FOR A SITE SPECIFIC RRaICff=. Sm CONDITIONS DEANE FROM THE F-f O� I
<br />- . to :, 1 14-10 PARELMArr FEM" ED & PAINELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSI`RI
<br />RNI OPOINT" TO 0 KWL VA04 OWAVED 104 04M SK4U 11 - -_ - @!, M., , 5 �t - 1/4-0 ZAMAC "LIN ANCHORS AS MANUFACTURED Of OCWALr, INC.
<br />MC=V X=M F�a � _ii _ a F 1�if�:�:,� I ,, IO) CORMICTOR TO K AlESPONISSE FOR THE SELECTION, PURCHASE AND INSTALLATION INCILOOMIC, An SAFETY Or THIS PRODUCT
<br />ECH AvIll" TYPE Al - _E I -1 - __ I �><l
<br />;;m_-_r 0. --I I \ (*31 M..) � 'I 1410 .1 �, , BASW ON THIS P�E.a PROVIDED HE/SHE DOES NOT DEMATE FROM IKE CONDITIONS C004LED *# THIS POCIUMJENE�
<br />ft OWANCE $VWM BOTTOM 1/4'# PANEUMTE 9A,w I + - __ A,I) MINIMUM EMBEDUENT OF IAKON ANCHORS INTO POURED CONCRETE 94ALL BE I VC. 2" FOR ELCO PANELMATE AND CONSTRUCT" SAFETY AT SITE IS THE CONTRACMR'S RESPONSIBILITY
<br />L, I*I''Izl
<br />AMC" ____F_;ft_._T_ AND Q To F0 314ir OF PANEL /'. L�., \ N R PAAMUMVE PLUS Wf 0 ( _\ I - 1 3/4' FW ZAMAC NAILN ANCHORS.
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<br />� I 1/2 I . 11N, w, Kaft 1A Ream) - . P TION4, 12 t/21 Olt - -1 8 ., ,, . X2,) (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED ikWAUD IF MODMr
<br />W. Alcm vmw 00 -F- . L &,I", 4'��"/.- 4
<br />1 3 1 3 1 " C"-N a SOUD-SEI ANCHORS SHALLRE EMBEDDEDI/W INto THE pouhm CoNcRm No EMBEDMENT INTO
<br />P:�_z V ac� f i I `* STUCCO SHOAL BE PENNTTIED. I/e 0-20 SCREWS USED SHAILL BE $ 112� LONG MINIMUM SHOULD STUCCO EXIST, (111 SITE SPECIFIC PMEM SHALL BE PREPARED BY A rLDROA REGISTERED ENGINEER 09 ACHITECt WHICH WILL $WOW THE
<br />. 1 000 3 1 3 1 3 3 1 � I'll, M && 7 URAV". . " SELL" Mo I* NINIMU FOR WALLS WITH NO SWCCO, AND WAY BE HEADED SCREWS OR ALL THAWED SCRONS W/O HEAD, ENGINEER OF WILL BE RESPONSIBLE FOR THE
<br />woosrou 01 ,,, W 11 , , - �
<br />A.-W fti� a I 31A 1 3 ____l I k Max a BE No & FLAT OR IM EM " ; 7� 'A I :�, I � -- 44g, ;� oo,w/ we./u. BUT wem Wma NLIm RECORD A MO R =rj! NOO!"ACCITINN00 AS A DELEGATED 9WNM TO THE
<br />-a *) 3 I 1 4 79 a �� _� cl m--:: sma") I 1 \ [ NMI 1
<br />A=x CA off MEN" Alum I .,, �- I. =wpf, _� , . P,F_D ENGINEER, SHALL SUBIMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW-
<br />11 I
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<br />I - I - - W. M4, INSTALL"ON , , " j_r � /4 W� -ya a a - We - � 110. LAG SCREWS 0 61 mc W/ AZ) IN CASE THAI PRECAST SMW_ PRECAST CONCRETE PANEL$. PAVERS. STUCCO OR W000, BOARDS BE FOUND ON THE (t) INS P,E.O. SiVILL BEAR THE Oat AND ORIGINAL SM AND SIGNATURE OF THE PRIM00104,
<br />�m I 10 ft mu _ I I� wo= PucmTwm m,,, EXISTING WAL). OR FLOGIR, ANCHORS SHALL OF LORD ENOUGH TO REACH THE MAN STRUCTURE OEM" SUCH PANELS
<br />Ir I Id.r a MR �`�V�w
<br />- - I -- 0 ENGINEER OF RECORD IMF PREPARED It,
<br />I Llr-1 I -_ I - mll as aleaD AMMME lly .1 , , W� 49 ON ANCHORAGE %.qL BE AS MENTIONED RE 1, I) AND IN "),
<br />I �s_ ,w I I � - - SCAU 1,(47-1- J� � ,� - 14116cm w -
<br />r ::::::: It. I - I- I .1 � � _1 , � (w To 14. S44MM MANUFACTURER$ LABEL SHALL BE LOCATED ON A READILY 05" LOCATION AT STORM
<br />t I la, _::� '40 - m AlIMMMME 11 ..
<br />- I. j sc" 1/4-.)- �V % N - It/V : IAPCON ANCHORS M "OFACTURED BY L 7, * BUILDEX. INC. PANEL SHUTTER IN ACCORDANCE " SECTION 170S�9.2 OF FLORIDA BUILDING COM ONE LABEL
<br />�_ SHALL BE PLACED FOR EVERY OPSNNa LONEL.ING TO COMPLY WIN SECTION 17092.3 OF THE
<br />I I � ,Mell ..A..- low-NINAMILLamm"Itliff, "I', - 1/4* X. 7JW MX-M ANCHOn. AS WONUFACIURED W OEWALI, INC- FLORIDA BUILDING CODE,
<br />S= ___ - - ______ LTERNATPA VW - /4'0 .V4" SOLO-W ANCHORS, AS INMEOUTED BY ALL POINT SCREW. SOLT & SPECIALTY CO.
<br />INSU a - 114-10 PANELMATE FEMALE to AND PANCLAMI't PLUS ANCHORS, AS NANUFACTUItED w EXCO cmsmcuw PASWOUINIgh,
<br />'
<br />'A',IIIA1101111% I� INSTALLATIONS - '401111MR, I WAX 1�4-.I. -_
<br />UP 10 .4ELC J 00 ANO UP TO V_ "N SCME I ,,*.,r, - I/V * ZMEAC NAWN #40HORS, AS MANUFACTURED sy MVALT, INC '-,,-��;.TWN;
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<br />-y ." N, TO RE SOUTHOIN 2L, 0 i;� A" 114 , � P.1) MIMMUM EMBEDMENT OF I*CON ANCHOM ELCO, PANELMATES A14D ZhMAC NAIUN ANCHOR. INTO ME \�)Wv
<br />�% ONLY VMX` RMANELVI'My " A-S O' 100FM LOAOS Of . �� /
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<br />,p Z Ft NEW M1 WtElCQ=l0FP=MM" ", _ - %-e - FLDEUDA BUILDING CODE (Man Nigh Veloccilyy N cons Zone)
<br />, "i ,
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<br />- , �� � P W� W -, \�ptxs . , -
<br />J--w.-,';AENse`.. I -_ I -1 BLOCK UNIT SHALL or I 1/41� f ..,
<br />. I N %-- FLORIDA BUILDING CODE (mah vwocft H cone Zone) - , - I ��l .., i�l ) FLORIDA BUILDING CODE N644 7 I. % *m N=l w 24 DAM WYARM STEEL STORM PAW ,,Z .
<br />.T .1* Z . ,(fth Velocity Ku cone Zone)l 9.2) CALX-4N & SOUO-W ANCHORS SKAILL BE EMBEDDED 7/0' IN70 THE CONCRETE SaCX UNIT. NO - : %;
<br />ar ... go � licr-I& .1 I ,' No, 4 I - .
<br />I on= lamo. ac- 20 CAGE OUVAW50 rjl_ � . -*029 ?kMA � f'P. STUCCO SHALL BE PERMITTEM. 1/4' 0-20 SCREWS USED SHALL BE I t1r LORD MINIMUM S40VLI� tM* f)Iw, *
<br />z �
<br />- . * . * � I STEEL STORM PANEL UAW w AT TOP AS f * ,- r * B 20 PAGE OALVAMMLO STEEL STORM PAN& wl" By, AND I- MINIMUM FOP WHIS WITH No STUCCm , b+---=-S;;s
<br />------- &SED 00 S_� - � ', _z IV STATE I * '----- NOME.., CLOMPMECTIORPIMCMLW. "I'vw1pa"
<br />Woo OR 2m WSTPUATIOR TIRE 04 Ulf Of 1:010AM , 4800 1* A! SAW
<br />X1:_`fflAwRr_"4F._llll�l_T .r-& _4'
<br />- Max PROTECTION Mwm u.c. I"All- % S [AT '� CLOUL PROTECTIO q0RI �
<br />w1l., 0 1 1 , - .
<br />�� ,� #!_ � =�_�___�::-,, - N PRODUCTS, = WL. 0.3) 04 CASE THAI PRMW STONE. OR PRECAST CONGNM PANELS. STUCCO OR WOOD BOARDS � - 7 - - OWL � 34131. -175
<br />/TlLllEC0..r,\ &Aggv 11LIECOm -m S,W- S, amm EXIETM WALL ANCHORS SRAU BE LONG EMOUG14 TO REA04 THE WON StRUCIURE BEAM �9' _0�w - MOC- G*QMMMk,-A* M4)M-"7 20
<br />TILLIT "� * 'Etril!'00' tom-M&SMORmaRL12E-s ALlImmm :Is,-. 140 iul`., Z. :, K l%wk,-,,',UNA' -
<br />.1:2 - � I . .. SUCH f� ' __ DRAW" -
<br />- � _1101�11 .... ... = -,..I�- . UNN.MING COURANT � � I =11 vv0m ft� ANCHORAGE SHALL BE AS MENTIONED IN 0.1) AND IN %Z). d- - I-P21 mm i-
<br />-%,-,,yj NAII-y-'7 " mW w P-010 (W)M-"W 1w, (W)das.#M 20-176 -Im & SOTM =. IN. cam= & Amm 'Qylot4 He plem. 20-176 ,,Iffin tA-cam'.
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<br />11001�m�wlw _� NO TO SIM %K=ng: "'Ifillis 0 I., __� 4A 9 I � ��j � j: �
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<br />- I %% IPA - i - , - . I E=�j .. � S.�, kl,swz ;*"" FOR a hwy I A Zz 't - - ! i i __+____� .t�
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<br />MAXIMIN A.S.0, KM PRE -Mg RATING abj4 AND &R8L-,r=dA +2/4 IWIS, 2W/S. ,3W/7 & 4W/7 INSIALLABON DETAILS FM REGULAR )
<br />COMPONENT1 FOR REQUILAR, UEE,5AEEIY_ MAMMUM SIM= UNQ a) LUM -0 WHEMU ONLY EM REQUIAR SIMM Y MAX MICHORS (SEE SIM" ON 9 I , 1
<br />(SCALE 1/2-11) w INUUMON INM 22RULCMIGIREm- Comm= Dun AL MIND W SHEET% 9, to all) ----- ---- -3: MAX- INTO EOUREQ CONCRETE 98 CONCRETE 9 QK U UCTURES 1,
<br />7 WIN
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<br />-----�---��--�-."�.1--���-ls.iw crc*AL, wo", - ------ � -------,-,,, SINQLZ PAMEIS(b IM9MUMM - ___ _ - 0 , � 0
<br />�2.lvr I -----, �L_ __VSTM POURED CONCRETE
<br />l___-I2,SW (EFFECTIVE ODTH)-----= -103' i I/4"0-2W/4* 61 OR Amm END mm JMKS it AL-0-k-0 OR D.M-O, _T__T_r_ - . -_ �--unco"OOM"Urm CONCRETE 13LOCK
<br />I 1 ,750' - M SRO RMEM , ), fL __
<br />11
<br />I � .250 � 01 0 I ; A r I -T,� . / � . Rfoulwo zom </
<br />� IL-15 I-- -------.i I . - 10 ARQUE 0 8 1/4' VAIM TRACKS nl OR M * DIRECT MOUNTED AtI&CRIAle I 1 4 � -
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<br />- �,ZT I'm, �l � � I --- � - ii-sup- I i , MAXIMIM PAN LENGTH MAXIMUM PANEL -.1-111 7/,, 1 1 -0
<br />I � I i - f - -7-1 -L+- OR -L-- (ft.) a I .L+. OR .L-. 0+4 1) I I `� , � , SHEETS 9 THROW j � 20 SHEETS 9 THROUGH 10) r-(D %Mm" f3 0
<br />- -, _ , ;;_;;;.;;;_ I .= -
<br />" ",� .1 -- . I - � CONCRETE BLOCK, T � .I'. c%j
<br />" I F I i - - If# . c2l
<br />-1 �t D�w I I low MKXO" ".D. MAXIMUM *1D. CONCRETE & WOOD I I 1/4' 4- 1 - P#4;p ..
<br />.
<br />, d 024' OU THICK b � 1#61 � . I Des" 00AWISTE & WOW OCR* A I I I �! J - - I � "., 114" 0 0 114- Oz 0 =
<br />l-, � ',/ I I � 1,4il- I I - tr�,-, -7t .1 q � � - i ;w LAJ
<br />. GALVANIZED SIM i ; (M.- ,w4* f I SIT - INSTALLATIONS T INSTALLATIONS I . I ", � + __0 ; _______i - ANCHORS --I cc
<br />(p.s.f.) (+ w -) ip.-T.) t� Or -) I I---- � = sowEmum j 2 -=
<br />- - - i SHEETS 0 THROUGH o
<br />i 0`60 DAY. . L_ I+ I !c_ - - :::Ir-- � it- �� � � " - ;z �g
<br />I , � -_ -_ / i I - I
<br />Ir ASTM AM -%, 1,01sr I
<br />mvx so w"m 1 zl�s* k i I
<br />w .1 11 240 14,-4, 1 Ij*�vl � ;
<br />LOSIA8. A 14w0r i i 101 ---j 20wo -4. 1 1 . -- -- /I 111, ______ I i � i I - ;;- C-2 Q
<br />__fi�.4� it I-e .K l2t-lo' I w-1. I � -
<br />.. 0 Rif PANEL L-imr---� --------------- Pu_-AlL _ I l___..JL_l__,___ �1151 -3 .) 210 - 14�r 14 �- - - -4 . I I i 1 --L I 1 -- -
<br />(0) ___2='___j 1 T 7 _�_ -_ :1 I -0 = ><
<br />I jag It*-4* 101-o' 329 ly'-A' I t6*-7* I I I I -1 v 0:�_7 - - . : !
<br />AmIlls SHALL K INSTALLED &MYS --z3ar-----4 , 1OLTED PANELS W/ 1/40-20ki - _(J) �01 t i ! -01 L-3 -; = - 0-
<br />FROM LEFT 70 ft"T 11 1/2, to (�) No H 3" to*-lal IQ, -a* 410 Io'-IV V-#- UNBOLTED PANELS S.s� M.S. mu W/ 0 0 EA. MOLAR, I I i I I
<br />i 1 01 'T m = ,_
<br />�
<br />j
<br />A? 00 AT LEFT WE OF PANEL 4ao 10--f- pt-41 ,MID j*-6* *1-2* 1 (SEE SECTIONS AS APPLICABLE) -- ", - � Lp, i cn .0 C%j =
<br />- le,:i__ll___ I— k'q , 0�-?- I TtTIDN ,r-- � 5 � I
<br />-';- _7_`� M __ 6 I I I � 1 �4 .!2 .E �� Ira
<br />4 _&O -76 -0 I /--,-' I - J-1 J_ 1-1-L-11. "I -- 1-1-11-1-1-11 -_ ,� I . NL. 0 � "I
<br />(�) 7' TRACK (�) AN= WO HIM (SIM SECTIONS AS I ,� / 1 -j� v
<br />� , -, vp. TOP MOE Lit= I f _& 1�9 E I
<br /> I I A , To W.:61:17 � 1 a; _T aj :�"
<br />- (SEE SCHEDULE -- � I
<br />I., - ,, OF PANEEk ---�V --#;--F a--*- - 81-7* 4�lr -_::: - 1 __ - I- I I -t- - I � � __ - � _______.__ V M... i 5 W = !:�_; �
<br />'�ll 0.024' (00 soa I 1 z=01-In i
<br />I - -1 PANEL LENGTH -_ - ___I � v 4. :�. = = =
<br />fi1,N_v_A",_lm_, #-A - - 5*-V r.4. I I I ON SHIM 3) . � (SEE SCHEDULE ON SHEET 3) 1 1 "Ll vml ItIONWOMON , I . '" C� , ..r
<br />Aula Is Be LIP � - UNLYANIZED STEP. -av SI-71 S&O r-jr ?*-41 - __ __ 0 �
<br />,_____�__ 13W - $ z-a-4- 0 � ,
<br />*o.D5* � _"IEL Sao RIX r-71 __ 40.0 8,-O* i " i � � I I � ON SHEET 3) " t i PANE, Lp*TH I PANEL LIEMGTH
<br />i , ,__::��l � I ....1-11 - � - � (SEE SCHIEDU -I ME HEOULE C= U . �
<br />- -"ZF �H .1 __ . � � I 6" at-v* f ___!�O _7*-,R' 7*-2* L I CONCRETE ANCHORS t____ =14�__ - F,-__4,(___, v�:, �+,_ ON I 3) i (SEE SCHEDULE. 9: m
<br />rl ') w __;Z�s __r__0l - 7 I _k j " I � ON SHEET 3)
<br />_- I I I" �' . - .. Mo ;7�;_ 0,10- , � (SEE SCHEDULE ON ! . T -Ir - 1 � -,� ir 16.
<br />I kmV 7&O - = - - -m
<br />- -
<br />! -9 , D.m,,(�). & - � � 'Ll - I � � - ��4 1 NNIEXTS 2 I I ff � I I I . I �
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<br />�_ �___A no -0- W-to' I'-2' 1 04,* 5.� r � W a)
<br />-7 . 7-:7, ofizw - - __!�-7* Pao 71-01 6 . � 31 VAX OF V I I I
<br />---;- I ema r-21 @.r i =4 --<D I � 1= M cz f=
<br />1-46r I.M' JH - (9 L_ . . I I -
<br />- 59J.- --l- - � I I -� I I "I'll I MAX. f sm =9i �
<br />- - */4 3/4, 4/5, 5/5 & 6/� OF 'r 1 --(D 1 -a .=
<br />i - -I' I I- Do. � -Y.,.- I 1". I' mic I I .cc �11,
<br />. no 01-51 40 a,_;yl � : I -
<br />I
<br />I t - OR (yo - _L__q_:_ - I @�
<br />I I I I 47!:��--, r". 2/4 1 1 �" 1 qA
<br />I_lf-------,, , IMMEMIC ZM WAIL A � I F' I - Rao ,- e-sl' - 61W WIG, 61-0`1 i W/0. 2'W/B 3W/7 & 0/7 I I Wil-11". � I ; . I �
<br />- psx 8�-ffl' . 010 #1_7* s'-fe - _ __', I r ( i : =
<br />-
<br />I ROUNM CORNER 0 ENDS OF PAKL'S 7�* - jr_o� E
<br />� 0 -Aft �010* ANCHOW (SEE SaW" ON SHEETS 9. 10 &I I � i i � I M C,
<br />i ; END Air W/ Hamm EDGE. ,uwsj .1w - I 0. I E�O. I i �
<br />. � 1-r - - � . i E a: cj
<br />! ----4xe� J75:1 10110 #,-I, I s*-?), I _1 � I i
<br />� I
<br />� ; 0111m) ___.e ... � REGULAR UQRM WEL (1) ELEVATION I . I 1. .. I _A_ I I I ___ ___ __
<br />t i F, l77__;liET!c% AIMAga temo a'-J* 5`4' _
<br />. A, PANEL 1 1/4' M w I I I ,�� , 9 "t- ��& i �
<br />� - - - � I 0 1% "I ac. i � (AS APPLICASM C3
<br />1 r - ", � I?" OWIL OAVILAP -1 10M *AM IF =www � t i I , I
<br />AJSO _,�_ I ??.%a _wlwI* Not woo I" CONCRETE MOCK E_ 11 i
<br />47r 1 1 ,_m ,;:;:=A - L_ REQUIRED. ----
<br />MR.) 'TAW (�) ARARSAmm (�) M-ML.-ALmm fl, t:Lt:;9d Lt" I 4, re I I (M."mm=
<br />� I --I .j .9� IN ,_E,,�_ - 114'ilW. SA " W/ RA --- � I
<br />I - - i i .501E SHEET I FOR AUX"OOL I fsks I OIL$ - _ I - � 1 4'-r 1 N/ I �� � _f I "I - SHEETS 9 mmuo" 101 I
<br />-A i . _��=s W/ * ONLY Wwm SOLID ��
<br />I I - , . -.11. - Air � LIMITATIONS, IF $LEAVE ODOM a I r, V!!N 7w`IZ , ; ... t�% �
<br />------- -- I
<br />1 T I __ .pll . - A25 ONLY VNID MR RMALLATIONS 000 - I �'. \--/ \ --- "I \--/ LOCATION � - �
<br />L_� -WHEN �-JVRSTING POURED CONCRETE
<br />I Mwom SEPANAncN TO CLASS $OEM" MA)L GAP - � ly- DR CONCRETE SLOW
<br />j , � , (�) SL= 2 1 /9 F' , � WOOD STRUCAMES. Nr/l �_� MR- "_ , 11 AN. =1
<br />1 j .- vyP4 & `2v- � . /-\ CE �
<br />I-- � � Allowit CONCRETE I REQUIREX
<br />I .4- 1 x"l.uhm w MAXAKIM *END SPEED I 170, I WINDISPIEW > 170 M,Ph AD FLLS. L�D - 1__%AcT*c.?mwTcxCEEm CONCRETE ANCHORS � maultrl
<br />. i � PANIG. LENGTH -M*,h ANCHORS .Vo REQUIRED. N` By&-
<br />i'm __ _.j "...._-_,� ; ,lIa- (SEE SCHEDULE ON
<br />�_v 2.0�0` .103', I N) vMkmRMIMED RESVwV_44rNCU RESTRAINED mm SHEETS E; THROUGH to) (T=6 ON
<br />, SHEETS 9 THROUGN 10)
<br />4251 � i '. '. g(I)L+WI AULCIABLE PAMMMFORA GWOJ POSEINEA" OEM LOAD.
<br />- 1,114 (TYPI)i § 30 OR LESS v a 1/4�
<br />�4 f, W. - T", � w 7 L, � Ax AULCOGUE PAM UPIE A VAN WIMCIVE ASIX DESIGN LOAD.
<br />0 'Rm -H- WAM @ :u" "ER , i ! I 9,;- � >11,TO go " I. 7 tyr 7 1/1. (7) �� TO, DETERMINE MAXIMUMI PANEL UEMOft
<br />�_al_ + -I* MEN, To S, No., _.� L � cNEV A PoMm.&S.D. DLWK LEAD. WOMM 111901AR0 AAKM ISMOTH *W FEM 44HEDULE-
<br />- GIVEN A NEGATIVE AJ&a OEM LORD, DIEVERIANK WAMUM PARIM, UNOTH %-�' FROM SCHIPDUtL I
<br />i _;RO 10 J46 I- 1. 7 1
<br />-i -/-I 7 'Ir FW MAXIMUM MOOSE PANEL UNION IS EQUAL TO THE MOM MUNMED PANEL LENGTH vU[LO=w vputmmc WAL-mounme A&L Mm R j, W= m
<br />� 7.4- ", T_1 I '. 1. I I/-" BETWEEN -L+- AND -L--�
<br />1@ =m I* " 14,A) Abol v =V W SEE SCHEDULE IEELOW FOR MEN. PANEL LENGTH FOR POROS"Y OUNLIVIC4TION. SLOW I --sumaEr- 4WPWA
<br />3.000- tm�ft ",-..* (Ul 'J' �K u MEL HANGER f WNIALLATIM wm WQW ARE LIMITED 70 * 05 P.LL MAX A.&D. KIM PRESSURE RAU" 1. SCALE 3/8-1 1
<br />.EO _,w;z,, -VI'A"K, rfu/j� . � - No ,I
<br />� I 17 ",+ "l �.- I I �
<br />, :;: �,llj , om.._ (l lw_ WIVJ MINNUM POM -
<br />&p , "'Hi011pff"N'
<br />F-I... 10 me \� (I.Ar ONLY FOR E,Z NANG STORM PANEL %. .U. i,s*xls* Wjw;m�, 0, 16 & 11 MR Milk, JLS.I:L Ots" LOADS & wx PANEL. Lmm Pao I ,!,, - liq 0
<br />,
<br />� r
<br />- now STUD Ir r.z. GO= - ,3,tn ^ -
<br />i - I MIN7 H .* % i MOUNT WADER HEADER ARGUE TWK .,... .. - SPACER a IS USED, 10 ,��l .1 ........ ��N�
<br />� f______T_,__ � " . - - A
<br />I, . No,44157 -. Z FLORIDA BUILDING CODE (Kon High _�_��� ,5= .Vm FLORIDA BUILDING CODE (Non High Vejwty HU no Zone)
<br />, , 470' 127e J*�I.l NYGtx&._l-_,T % 91SMM) W63-76 ALUM, ALLOY
<br />,
<br />� � j
<br />__
<br />- _,",� .5t � i * ,I, 1,125* ,aW I � .- _ votocity HU Zon ' BOTTOM �v . I FLORIDA BUILDING CODE (Non High Velocity " come Zon ,f4---`0f,FNe;, .1�k
<br />I -1 ,
<br />I
<br />I .
<br />I 1�. is. [7 0 4j3� WIN. 6 a t At ., * :*z 42am, am= W. Flpl - *e '. 3r 3V w w f .., CNN rom W_ f4% �r . , tow ILI= Wl ".
<br />'088 . Rr DIRECT MOW l*. , , !-� I ' ' t
<br />-I- - - 3 . 24 BASE GALVANIZED STEEL STORM PANEL 94767 ,� - 24 BAK GALVANIZED STEEL STORM PANEL I I .- .44167 - = 24 CADE O&VAKED STEEL STORM PANEL owm
<br />,
<br />,L- - allilcur ., 11 ._O,O,..,,\
<br />') � I � li .j� . .: - 1 ___ ____ -, Ow" 0 �519 IV STUD ANGLE - --E_ 7i I I I WON w1l ,W.
<br />IL (m.) SEE S&MAS -- " 11 �._ 2w . , p v . 01 31* W 32' 42- 3e - * : 3 67/Wl"m NOON OF SECMM: 3 *' * 1*g
<br />I
<br />I �� mW 1. w - \ QN& PROTECTION PRODUM = E.D. - EDGE DISTANCIE KOW PROTECTION PRODUM t1C. '
<br />__,E.,_�-, F .04 U. / 11LIECO-11c. m V:5
<br />I -t�mkw- 11LIE4 0 one. � OLOML Mnmlm PRODUCTS. U.r- 1. "r TNA= w 3r 4r $7, i -':� ", TATE OF ��l m- _--, STATE O%`-'--+V._r=G:Z---_ Aft-
<br />li -A', �- _�
<br />ANY
<br />L � fPt> 41 , 100 s"N!".-m. (SEE SCHEDULE ON MR & BOTTOM MOUNTINGS CAN BE - _ -
<br />rT�V - � 32" w I 3r w se w ORION -w�, ` up 20- ll� * NWVI��w
<br />,C .
<br />_ =:M SHEM 9 & '10)
<br />pr SUL
<br />_��L . FL =4 -175 RE - . . M/,;7� wrww"41- 175 COMBINED IN ANY WAY TO SUIT ANY 20-175
<br />. (..)� tw)mp4m 20 r: I �ffw - 060 ,JI�21:r q p0mv W)SM-1110A, - _ v "" MOC 01%)M"40� Fft (45.)AW-47117 I
<br />-_ -1 -_ - I I amm w I U.: j
<br />f5) & (p) WMHERER MMUT ,, ,�, 1, .1 - Im 00*00 ft ltj�� I W 1 3F W 35' - ;lv*Qr47,f INSTALLATtON. - � il
<br />w 1� I - - - lIZ-1 X: - �'ZORIDN�.-
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<br />;11 I 40%01 ,� MOW-
<br />. _T"=� - _c-�llq n - i 4! ft�mm i :t�'l RM Q
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<br />9 110.2=9w 1= 8 iwILp=QLa !Ew m= � WAISIMATWICIUME I i - F I I I ,�"..�,Oi%�_ll .
<br />c'"N'"ll 1 ft 2:M , mgm.-Im, -.Ag � I - 11 . A I I .
<br />I - �Plr own."19 0 - Ali m fa I J. wmkv - . -
<br />kZAAAW 3 ALL" W7 . , , � A SKRIT . I , � I
<br />.
<br />I I . __
<br />-_ 11 -
<br />� IN I IETAIU FOR REGULAR PAN INSTALLATION DETAILS EQR HFULAIR PANEL (1
<br />INTO POURE12 r,ONCREJE QR CONCREJE 8 QK SIBUCTURES r�,Vt--T-, ", INIQ WOOD STRUMBES -� T--r A ; 7 7 Mr.- � --,-------I INUALL09N QUAILS EQR REGULAR PANEL M, INTO WQOD
<br />� I , �1'f -7
<br />� / �_ � 1. SCRARAnow I'll -0 - � -
<br />, , ,
<br />I � WOOD ANCHORI& ', "I � - Im GLAS& __ � 1;�7�177_1
<br />ALTERNATE OOWAM - I I I I I � " , ,�
<br />I i ��, ,/-rsm SCHEDULE ON "I,----- 1� I 111.1 . I , , , /
<br />�: " - - �l , (Sm SCHEDULE I ! '. � . I- i ALTERNATE LED
<br />ly �_ I I- I I I I ,W-. � - ,A_ �___TOCATIQN
<br />,� I 91 � I i i �,, ; � -
<br />-
<br />A_ _3 I BEAM , // " , ;' , 11 I I, - �l I
<br />CONCRETE ANCHORS ' - I 11 , I / � CIO a
<br />SHEETS 2 THROUGH 10 POURIP) OONCREg: 11 , � I ON SKU 3) 4*.e I I
<br />'� - � 1 SHM I I) � , -4) Qreq;�,lvv L Nmw").r,s'm'r- mk- I " " -, f ,
<br />7 ".1 =": DOWN% _ ,�e _�,' _�. /
<br />- EIMNG POURED COINCRE9 I __ .� - I M.M.M%r � ADEQUACY OF -,.,,--- -0-D , 1 1, ,r
<br />ON UUNCHL.t � _ OR COICRETE 81= I � nl I I I - 1-1 I
<br />lzr:1-l_; 1_4 , � I ,v "xc ( -7v i - -7�t- , � Z-:�,
<br />. -1
<br />.I � I REOURED. � / \ � i , � , ( I , - I - CERTIFIED /
<br />- �' I !�� , , 1- I BE L. CD
<br />- "ATE to I , ,ILI , - ---I PANEL L.ENM MWOONCER ";
<br />M Comotm ANCHORS �, " � ARCHITECT PRIOR TO SHUTTER _qy
<br />\ F- (Sm SCM%W ;� - ___� -
<br />:MP HEADO I rm WOOD ANCHORS I \ I =EILl I (SEE sm"X LL I ;
<br />r.-SIMM-10 6-I EREC__ - , I SI \ � �rr (w StReEKILE ON � , , . ,,� I AISMIATM . ANCHORS ALTERNATE WOOD ANCHORS _�� - � - 1, MlIt -
<br />SHEETS 9 THROUGH I , 1) I'll 1, , 1 =4- ! ON S14CET / z " ,,q -%= tsm SOW" a)
<br />t 1 ,/v swer I I) \ / �% i � i I wm --!-, " - - - N / �__ � t
<br />- H101 NO, MAX, I. 4m ak*m I T-co+-::; !L3 us, w MLJT
<br />YEN W" 01
<br />� - or � i Y / SHEET I 1) � I
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<br />11/4- F fdk .= I A cm -r- --h1ril ,� " 1, i 1 '7 __ v . 11, I;N 1 /2. _� 01 IF a) =
<br />'' -, --w, / * , \ __�_. ___@ V-1 I .t.
<br />__ I ""r-i t/.*m " w/ I r-WAX ll.,� - - 1 ,4 \ - 11 17V 1 so . i , I -L-1 � i
<br />mm Cmmx ANCHORS 04 1 \ Z Ll � ""' VAM MAX� � / - i/
<br />- / ED ED I \
<br />I -I � , f W.H 14. \ 111", . 6 - �4; WOW OmEjt -, _�_ _4__j (f)
<br />(SEE So ____ tm � i i i � I _11 -
<br />- ON , . � �,I , I - - REOUM - .,. I
<br />I SHEETS M. 10) ? � ., ... �
<br />I � I. , ,�: ss. MEL I ----I 11 I - _4 \ t � ) i: i __0 ED : 1030 @_ ; I Dom !
<br />4 I I I
<br />Q-41"ww 1 V Max. . I .1 � i 11 � I -4-0
<br />I - ,
<br />I Elk I �_ __ - L- I i F I I i r ly I
<br />I 1�- i . i ,," - I I- - ,- I � L-@I- UO. Lot& ALUMINUM SPACERS 0 12 11r N . WOOD ANCHORS dw-- " _4_,� �, '� I .
<br />I � � , � ! PAWL .ENM 1 4 I � � 11, � 1 i I LE . � 4 I i
<br />! (SEE SCHED"I I � 11 I '�j � --, aa IsEE TA" ft ON SHEET 11.) I I ? =11T)OU , / " - � I I
<br />m-SIN, i a" SHEET 3 i BELOW MR UNITATIONS FOR � , /; i = cu
<br />_-Q) � w I I I i up, !
<br />, 0� -1, I 11
<br />"ON TO 1 - I -01
<br />SEPARATION I I
<br />L.- � I )"m v I IV wx � i � '1�11EINM** suvm� Is - T W I >
<br />11 �' w I L .V Tjw -,,Z - 1, AAA. P94EL LENGTH i � -1 (SEE: I i .
<br />a:p I I - TO GLASS. - PANEL LENGTH 11 i I q-
<br />L. �_ �� K wfm"ML i f ,,'I'm. am SHem (Sm SCHEDULE I I f (SEE SCHEDULE L I ! 11, � � LE � 1 '/*-�-:Iw- . r - I I
<br />_� 0 � (Sm 9 A I 0 WR I(SEE SCHEDULE I � I i I 0
<br />1 1 i ON TO CLASS, I/4`IIMI- I ' _FANM MATE FEMAIJE 0 OR PAM! MATE I TO CLAW.
<br />I I ON SHEET 3) 1 ON, SHEET 3) 1 ; � i \ I&M.&V 3)L " V L_
<br />m �f! ." M.� (SEE � _Ml MO 0 1 3) t__ I - ow SHEET 3) ON S-1 3, __ - MIn. SEPARATIDN i
<br />SCHEDULE ON . L' SPA ON SHEET -1 I I m SHEET- 1/00-10.1. MAk
<br />" "t 1/4-0-2ftl' 1 1 -- 1. � -_ I
<br />I I I Mal, L-,-,JL-,--- 4:��411,.__ __ - -1, +_ _ ax!m,lw � F I ') i�- � -,--- = I - w I'm FAU I PANEL LENGTH
<br />. � 1 PANEL LENGTH - - -7 All, " 14". � - - ==OIL 1) i I ,w � I mh I _�_ 1 " LIU PLUS (SEE WIEDUUE a" 94M 1 I) I I Gee T-vt -., SlIum (SEE som
<br />I _TT�v_ I I
<br />I - 1 - , 0-
<br />4 1 ____ .___ 11 A
<br />IME SCHEDULE lr�_=%�_ - 'I m =01 PANEL LENGTH -,T--- � I - m I � W ..... 1. J1, �' .."L v Mo, f 7�, � -_ -0 rMw
<br />- . - :�� � W.=,�o cm SHEET 3)
<br />17x- , I , I SEPARATION -.--,I AANEIL LENGTH
<br />, �z -- 'L -1 f1f I m-=r_l) I I EmImi't
<br />w;__ t� f (SEE safmoLE I I --I i 20!�___Q 1 .mr- 1 PLATE REQUIRED II I
<br />_,W�� ON low 3) 1 1 Zlw w000 -- I f ISM SCHEDULE
<br />SEPARATION I ON SNw 3) 1 � CLASS , I OL
<br />TC GLASS, - I ___ul i 4 m" MIST19 i � I f I, -01 n ON SHEET 3) , i
<br />I - i : j SPACER Q I # I
<br />I
<br />SEE L L_ � . �
<br />I
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<br />: I , 1, INSTALLATION ARE ONLY VAUD FOR MAX. A.S,D -*_
<br />I 4*= unw, w- FA. I . INSTALLATION ARE ONLY VAUD FOR MAX, A.S.0, . 1 .. .1 ."'um w- "I
<br />__ , . o.44187 I. 'F 24 WA OALVAMED STEEL MO MEL owm " ITION DE SECTIONS: DESIGN PRESSURE RAPING (p.s.f) AND PANEL LENGTHS . No, 44107 1. I mm MUD. w_ I- 24 GMX "IVAN= STEEL STORM PANEL fi& TOP * BOTTOM MOUNTINGS CAN BE DMON PRESSURE RATING (p.&f) AND PANEL LENGTHS It I.. STATE OF ' 24 UM OALVAMM STEEL STORM PANEL mvm ft <
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<br />� �� STATE t - - GLOSOL PROTECTION F /0/3030 TOP 4c SWOM MOUNTINGS CAN BE As PER SCHEDULM ON SHEET 3 (EXCEPT FOR I 0 - INSTALLATION, 2. FOR NEIN WOW FRAME CONSTRUCTIONI: WOW 12 , 11LIECOss, UCm U.C. ant-
<br />ED. - EDGE DISTANCE ,-V - , , ! ERODUCm LLQ , vpm� COMBINM IN ANY WAY TO SUIT ANY ALTERNATE 2W) s ON I'm MEMBERS TO K SOUTHERN PINE No t W/ SPMFIC
<br />(SEE SCHEDULE ON - - -ON - INSTALLATION, Sk am &w. 51 WRm DENSITY OF DS5 OR EQUAL -
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<br />SHEETS TOP & BOTTOM MOUNT04GS CAN RE .1 1. . 4urn-111A r. 2, FOR NEW WOOD FRAME CONSTRUCTION; WOOD ... 0 q`IP MOE FL 323" 20-175 . Isolilmlo. T116*)INW-7544, FAX'(004)611�0707 -175
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<br />INSTALLATION. I , . *T14 ai mWw ft - MEMBERS TO BE !W=PINE No 2. W/ SPECIFIC - - Aw"m -I. I PZ VAAWMW4�am A..f - , WIN." IR, <
<br />- ItifinwoLftwomemor - 97 -!l 'I NO,-. , � i ""' t sm 4, or to I DENSITY OF' 0.55 1 rflult - - I I I I _iwala-af il ngmm. We'# I I I i f; 7"071 evil I _j
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