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<br />I. CONDITION
<br />Sm
<br />.65-0. -75-3 70* OR LM
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<br />ANY COMINUTION � LENGTH ,. I-)
<br />ar "" �
<br />I
<br />PRESSURE 1 TAPCOMS7--��--'N PAIlaNATE FEMALE' W
<br />PmaNVIE PLUS
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<br />(P-Q 110 054c"m
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<br />OLIAGM
<br />MINIMUM ANCHOR SPACINGS AND 91MMUM EDGE DISTANCE ARE NOW-ATED ON THIS
<br />11CHEDULL FOR CO. LESS THAN INDICATE* ON SCHEDULE REDUCE ANCHOR VACVG
<br />ITY' WATIPLYINa SPACING SHOWN SCHEDULE Itt THE FOLUDINING FACTORIL FOR
<br />THIS OPERATOR 'TO BE POSSISUE, REDUCED SPACWZ OBTAINED USING FACRUP SHALL
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<br />ANO"ORSLECOID
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<br />350-j (D STORM PANEL '350' - , - 2.000' - , I
<br />I
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<br />-- -1 END LIP W1 HEMMED EDGE I ; ��AG251 125,
<br />i I �-- 2�378' (N.1,S) ,375* �
<br />I -'r- WIT, BOTTOM AUA&J
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<br />1 2,500' I TO91. ,05.r -0- -, . (�) ,KEY HOLE WASHER (�) I - -1 4� - -
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<br />1
<br />1
<br />1 2A 1 24 - I .Su SHEET 6 FOR POOTROW
<br />-- I - 150. - .11 3. LIMITATIONS IF SLEEVE UENGF, IS I i-.
<br />I
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<br />- 2DOU' - --
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<br />1671, I- -F I I No� 44167 *. = FLORIDA 13UILDING CODE (Non High Velocity "Ur icone Zons)j
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<br />INTO EXISTING WO9D SJRV�TURES
<br />- - -
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<br />i
<br />CC) IQ-�W"�)-Al?f-.W.NE�--r-SATI-Ty. -'�-k.�&-MAL-
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<br />I STOIN PAWL S40WN ON THIS PRODUCT VVALGATKIN DOCUMENT (PEO-) HAS SEEN VERIFIED FOR COMPLIANCE RY ACCORDANCE - l/L.." TAPCON A"C'"On, AS MANUE"ClURED BY I I W "U'LOEAT INC
<br />W17W ntE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE THIS SIORM PANEL SMALL NOT BE INSTA ,-Ff, AT HIGH - #14-10 PANELMATE FEM,ALE 11) AtID PANELWATE PU'S ANCHORS, AS MANUFACTURED 13Y ELM CONSTRUCTION PRODUCT&
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<br />DESIGN . - , I ' T � I
<br />SPEED AS FE�OUWED BY THE JURSDICTION WHERE STORM PANEL WILL BE INSTALLED ' AND FOP A DIRECT$DNAI FACTOR
<br />-S - Of TAFCON ANCHORS SHALL BE 1 112" AND 2- FOR FICO PANELMATE FLVS
<br />KD-* 95, USING V ) EXCEED THE MAMMUM (A,$,OY OCSIGN P�.�Rf RATI IDS (NMIATEP 0114 5-EE C 1) MINIMUM THREADED PENETRATION INTO
<br />3, 9 THRV 12 & 17, 18. MD PANELMALC FEMALE O,
<br />4W FIRDER To VFMAY THE AEGVE CONDITION; U.114M DESIGN WING LOADS UETERAINED PER A5CE 7-10 SKALL BE FIRST
<br />REDUCED to ASO, DESION PRESSURE PAIING BY MULTIPLYING THEM W CA, IN ORDER TO COMPARE TIM W/ MAX (A,$ 0) C-2) MINIMUM THREADED PlOICITATIDN, OF LAO SCREW. INTO THE WOW FRAWE UNIT SHALL BE 1 1 ;r NO IMPEAQED
<br />DESIGN PRMV,TRC RATINGS INDICATED DIS SHMIS & 9 THRU IZ A 17, 19 PENETRATION INTO STUCCO SMALL WE CONSIDERED AS PART OF INC REQUIRED THREADED POICTRATION
<br />IN ORDER TO VERIFY THAI AMOIOMS ON THIS P,tO AS TESTED WERE NOT OVIER STRESSED, A 43% INCREASE IN AL1'OWASLF
<br />STRESS FOR YAND LOAO5 WAS MI USED IN TROP 44MYSIS FASTENERS SPACING TO WOOD HAS SEEN DETERMINED IN C3) UINAITIM EDGE DISTANCE Or LAU SCREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />ACCORDANCE WITH PLO,S� 2016
<br />STORM PANW5 ADEQUACY FOP IMPACT AND WIND RESISTANCE HAS BEEN VERITED IN ACCORDANCE WITH SFCT" IWITI-2 OF CA) MINSTUM PENETRATION OF WOOD BUSHING SHALL BE 5/F' IiIi- 0-20 SCREWS USED SA41 BE 1 1/2- LONG MiMMUM
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LA13 OF SOUTH FLORIDA REPORTS #0814 01-01 AND #0219.02-09, AS SHOOLD STUCCO EXIST, ARCI 0 VONIUAILIM FOR WALLS WITH NO STUCCO
<br />PER SST0 12-" III ASTU C 330-02 STANDARDS, AVIV AMERICAN TFERNIO LAS SOUTH FLORIDA REPORT #112,301-10 AS PER
<br />IAS-201 AND TAS-203 PROTOCOLS. 00 AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1504 Or THE 0.5) IN CASE THAI PRECAST STONT. OR PRECAST CONCREW PANELS, STUCCO 09 WOOD BOARDS HE FOUND ON THE EXISTING
<br />rLORMA BUILDING D'ODE WALL, ANCHORS SHAUL BE LONG ENOUGH TO REACH THE MA44 STRUCTURE BEHIND SUCK PA14ELS
<br />ANCHORAGE SMALL DE AS MENTIONED IN C 1). C 2) & C.-)
<br />2 ALL ALUMINUM EXTRUSIONS to BE 6063-16 ALLOY AND TEMPER (UNLESS COGETAISF NOTED) SEE SHEET 2 0, ANCHORS SHALL W INSTALLED F"LLOWANU ALL Of THE RECPM&HG4PAFONS AND SPECIFICATIONS OF THE ANCHOR'S MM,J17A�-UPfff
<br />3 ALL ALUMINUM 1-44M METAL USED AT CIOSURFS SHALL HAVE 3lO5-Ht4 ALLOY, 8 PANV�S 1,LkY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SETH I THROUGH 6 (SHErTS 4
<br />1 ALL STEEL SHEET METAL PANELS SHALL Hl STRUCTURAL QUALITY STEEL, ASI!HA A-653 GRADE 60 LIINIMUM� G-W OhLVANIZED ILPTCOov, 51 FXCI�j- FINAT Hr"R90 A,Q) SHALL NOT BE USED
<br />SIEEL DESIGNATION W/FY- 922 P,tl (AMR ROLLFD3� 9 4 S14ALL BE THE RESPONISIBIM-TY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />AETACHM To OfSURE PROEM ANCHORAGE THIS SMUTTEF SMALL ONLY BE ATTACHED TO CONCRETE, BLOCK OP. WOOD FRAME
<br />5. ALL SCREW. TO BE STAINLESS STEEL 3Ut OP ,16 NSI SERIES OR CORROSION RESISTANT COATED CARBON SIM AS PER ON SkIP VIRG,.
<br />1 500�8 W1 50 Ini YIEUI STRENGTH AND 90 KH TENSILE STRENGTH AN, SHALL COMPLY W1 RORIOA 8U'XOIG CODE SECTION
<br />I
<br />21, 3 �-' 10 EACH REGULAR STORM PANEL VAT,t LENGTHS OVER 90"� AS PER SECTIONS 1, 2� 4, 5, 6 AND ALTERNATIVES IW, 3W & 4W ON
<br />SHEETTS 4. 5. 6 A ? RESPECTIVELY, SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING WSTRUCTINC OWNER OR TENANT TO
<br />II 6 BOLTS -to OF AS714 A-SO7 GALVANIZED STEEI, OR AIST 304 SERICS V,,AMM SIEFIL. WITH 36 4:ts MINIMUM rIEW STWEEIGTH SECURE PANELS WITH APPLICABLE RaRECIFICEMENT DURING PERIODS OF HURRICANE WARNING
<br />7 ANCHORS TO WALL SHALL BE AS FOLLOWS, 11 THE INSTALLATION CONTRACTOR IS TO SEALYCAUL� AU SHUTT-,R COMPONENT I WOCH REMAIN IN ,,ONFINUT,US CONIACT ARM
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<br />I I � '- I I tt� - - .--" V M.. BEAM TO BE CERTIFICO BY -� ,to, -, -Elk '- . , I li�
<br />I ,
<br />I I I � � .' .t L I - ,- --t "ME I I � - . . � �
<br />-D.. I CONCZ,�l ANr$"'l ' '�,,' ! STERED ENGINEER OR I "' �' I , " I 11, � I IF
<br />�-f I - -1 ARCHITECT PRIOR TO SHILITITR � L ' � � - k�� � co
<br />El I LOCATION ,I, 0 _ '�' ' 'k, � - C2 I I
<br />, WOOD ' � z , � I �
<br />C�STINWOUIEI - - , '� '- - -1 I � (SEE, SCHEDULE .1 11 - t
<br />CA er.UITEE6. - (5EE Y47 REOLOREI �, I ; ;1 L ' ii� 1, A � � I I ALTERNATE WOOD ANCkC% I ---- 1" � I 1 I- W"' --
<br />" I � - - ---. --.-- - -- -, , ,
<br />SHEETS 9 , i� ,� tSEE SC14EDlIL: 0 I-,--,--,- I . INSTALLATION. �'
<br />�`�41� I ' � I I I I , i� �� SHEET I 1) N I 1� I - � I I , �- I ; , I L � 4-tt' HEY WAWO RUtI a)
<br />I .1", 4) 1/4' 1 � 04 SIM ,� _' WOOD ANCHORS
<br />� :'�' REQUIRED. '+'� g A1 TERNATE LEG �K%" �- T -1 '-�� -1 --- - - P,g WR I REGI -, ; , , I " a)
<br />, - � " WOOD ANCHORS ___ , �,_ =� 11 .L LIENDT.
<br />� '�
<br />12 ' ft to, E� I , (SEE SCHEDULE ON (SEE SCHEDULE ON i i�i ,-E, � - � 11
<br />- - TO, sol" m '� d /4' 1 r I L - MET,L I �' _".; I SHIErT I 1) SHEET 11) � -' �' � ,"�. , " - '. . -7 TOY IA�L ./ PtIr
<br />- , . , " I , ; I i " ' � I - , - �. -1 0 12 '/2- OLC
<br />f M'x, � L L - I ; -- �
<br />" , " -1 - - "� �� . - - -wic It, .-' .
<br />... � "', - - " I C =�a I -, j .' w 6 -- p � ' 1 7� -� C;,!-
<br />I "' � -- - - �m I - � , MAX( ��' ,a - 20"..5 "
<br />1/4 �' ? V2- I , I . . i - I/. =
<br /> 1 "", l! I - - - ;�'�' 00 7" "' --�= - sio I , i-j I a)
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<br />Lj 'FE ANCHORS ;� '�-"�'�';' '-� . I L ' . , ; I . I - F 11 - ...
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<br />I I-, -MAX - CDNCRE - & !2 O-C E - I 1" i '/.
<br />,
<br />__ _ : w - , I [L ' L - I 1 2- , REQUIRED �A ., 12- it� . - . , - WOOD HEADER I I - " 1/2" 1 ,l -- - _ - --- - - I
<br />I t ., ", -" I I i ED i � 1-1. . - I I
<br />. � ' - I MAX. - - �
<br />I � , - � "'---' -'-
<br />(SEE SCHMULE ON �l�L'� : - 'L � - : I j "- -- .- L - j '-' - T RIEGUIRED I - I -+--a U)
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<br />I q, ; . I .11, : � , _ ,�� L . �' , I � 1 �-41 -1 I I o � L i� i 1. rlar;�-!-r� , �
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<br />I I I - . I PANEL LENGTH .Al I - , . I I � , 12 1/2* : (SEE SCHEDULE ON ,,, - .L 2 � k
<br />. MI, ['� ��'
<br />.
<br />-": -, � , O.C. (SEE TABLE #I ON SNBIET I L) I I m
<br />,%�;' (SU SCHEDULE --ol" AM. LONG ALUMINUM SPACERS 0 1 1
<br />1)-- 1 , -Qli�"- '-� � jj�Ij _ _ I � ' = I , -- 1 I I I 11 i WOOD ANCHORS
<br />`,.V'� �' mmm ; Iji - F i'. :3
<br />1 i - --- ,-- T SHFIET 30 1 1 � SEE NOTE -' BELOW FOR LIMITATIONS FOR I 94M 11) I I 1:1 11 I
<br />I U-5 i � rD ON SPACER I I I I I ,�
<br />� "I., MAX. 4 1 1 1 I I/2" LONG 5LEE'� ".
<br />�,' � ) I SEPARATION 1 11 : I I � MiA. 1 I ,-,,, I , -
<br />Kmv� � � mir, ; MIT. tL- I
<br />I 10 , L;., I
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<br />- c '11: ;"' I . -C, , J. I A SEPARATION -- " AAX, I � I kpAKATIUK 1. I r-1 � I) 4 I
<br />- � I ,
<br />� I I !
<br />1.111.11���',' I'D �'
<br />� & SCHEDULE PANEL PANEL LWO'll I �' GLAGs.(SLF : - F----- ILL-
<br />, I I � . I I --
<br />I , I I- TO GLASS, i ; -1 SCHEDULE I i
<br />, I It ""�a> ,I . I ON SHEM i (SEE SCHOOL' I 11 I D : >
<br />q ,� mA . , � TO GLASI I 1 -4 LENGTH - 111"' �
<br />I I I ON SHEET 3) ,I � �
<br />- � ( LE ** s & log F , � -- PANEL E FEMALE 0 OR PANEL. MITTE -1 - L I SEPA ATION TO GLASS, I
<br />AMnL SEPAR ION TO GLASS - : 5�'/ S CHITULF ON SHEtT 3) 1 (MAT I
<br />M POR F.a I SEE SCHISID � IS E S i� MI Min.
<br />0 'L ", -L- MI- 1 '.'�'.�.I I ON SHECT U ! SHEE 3) .I (SEE sGETIOULE I I - ON SKEEI 3 I . ,HEET t I) -z scHwvLf ON SHEET 3) I, 0
<br />AT , .' 3) 1 PAGER I .. ! vz'�� 'L' MAX
<br />! I "A", "A" " DLE , , PLUS SEE SCHEDULE ON s I I -- r m. . L-
<br />SHEET 5) , I I . � v` - I � ==
<br />Ill I I �SEUEL I , -k L I'm FoR sAc, 't* M., IT *' III WHAPNE". I . L 1. , ,-" . I AT D,
<br />I PAN LENGTH t ,A A I I I I- I I PANEL LENGTH
<br />SCHEDULE T I ,90I PIEF P-n PAR T`�j - - I— I- It mi., I I I ,� 'L' MAX. ,
<br />PAN L LENOTt I I I . I I T I :-' L ------ L , "�_ - I L - (SEE SCHEDULE 0L
<br />" *i� I " G, ON I � '%" � I - 11 -
<br />"I"'�� -V9 ; I I
<br />I- �- SCHEDULE I 11 � .E PLAP 1 - - -- '' - PAN LENGTH 4"�� m � AND. SHEET 3)
<br />! , I t ' I � W�;,IwL. I 1 2'94" WOOD - --- I ,I (SEEEL ! LO4,H 04. !,-In ON
<br />.Y. YI, I " *' -- L ' - I ,EmvH am r-fr) - -� SEPARATION I �
<br />1 ON SHEET 3) 1 - --- R TO GLASS- .PLATE REQUIRED I ON SCHEDULE I - - �x
<br />TO CLASS, I ". I I CLASS -' I k IT I El SCHEDULE - : - (j) - -- if.'- LL --'L- . SHEET 3) rm--i I -
<br />I '��'�--- .1 - ,� I Wz SpAC ,61A - 'L
<br />I L I'D � - . I -- -i�---' It 11 I C ON SMEr 3) I DIRECT MOUNT I r ' T " � I -'. I
<br />' SEPARATION -f 11 � ON sHEL, 3) -1 (SEE ��! -1 I - -- --- I Ex-STINC I EXISTING - -
<br />I I I I 121ad - - ,LASS 0L
<br />OIL -, I -
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<br />I
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<br />-
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<br />_ ��' '_ ',. _ _ , , �_ - I
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<br />0 , 3 Q -,,,,��,,'� -11,I) Ti VAX. A, �O DESIGN LCAOS FOR THIS INSTALLATION, I i I � �j) %A;'. -III-a
<br />� I 0 1 SEE TAB
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<br />", I - O.C. , . 11, ,-j " ''. ' L, I I ; � - , 1 I I I � i I
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<br />T 91"T7 [,- - - 7 - - 11, � I I
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<br />I I " � "I'll -- -- I i 1 115� - �B` I (D
<br />IT ... 1 -:7 �-�- :
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<br />�."�' .. I , , � CONCRETE A4CHORs- - , , com,"Em r, C-, ��"' ��' -- - I I I ED I . �F;- . - - I I L I I F'jK �- - -- I --- 'I I �- 'e 6 ,/,- 0c C 0
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<br />t��,�"_ % - ', L' - , "�-.�: - ' - I - WOOD ANCHORS � * * Nra- . I I , (G4
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<br />"
<br />EXISTING P Lw � 0 -�-� � 11, .� I 1 -, �" --=:7--::-R1 -,""] ; ' , 1) .
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<br />i - - ' MY �'- --"� -"� ,"I-, .
<br />� � "�' T , (SEE SCIHEDLLE ON 10) �'.- '�' (SEE "C"D ' I t- - . i �' I
<br /> , SHEETS 9 "PEDOCH SHEETS . e, MAX -- - - -.00000M.M ra t � I I A D ! SPACIER 2A MAY M I 41r LOW W- I ---- '-L'-'----'--- - -. : � . 0
<br />L I
<br />" I I ULE ON � .
<br />V;; .7 ".�" � I � lm�:_- � I , I I
<br />, ALL DE54N - � --- - � I - -- I - I ---- ,------- -- 2'XS" WOOD 2'.4, Wow PLATE
<br />I �" --- _' -OR CONCRETE BLOCK EXISTING POURED CONCRETTE LENGTHS PER SHEET 3. � - I . �- �;� I 4) ----- i - SHEET 11) ; (1) "nNuAlm IS umm To A ONE MR, twe-onsts " IIE-V i I 1� -- - - - - -* ------ - -,---- DECK PEOUIRED REOUIRED -- 11 --- . -CY&OD ANCHO 5
<br />.: � �L , '�� I SIM UN r ; 1 , I
<br />I , L , T ' _ � "� -EDOE Of WALL Or """ ' N I eb L ' - - --- - - I 11 STAGGERED W/ STU
<br />CONCRETE " �ii - -Ifll� - I
<br />REQUIRED � I 9 THROUGH 10) t' ��; - 1�9 2 I/B' LOW
<br />(ALT. CONDITION) " I .Lj � I D " " " �-'.'C'VAIID FOR (SEE SCHED
<br />.1-11"
<br /> - , , 1.4 Ai;6 RANH I ,
<br /> I -
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<br />, -1
<br /> - ---- -.-. CONC - . �; - (THIS 6 A RESTRICTION ncm "-
<br />- '�"'
<br />�% '� U, - ; - I . I
<br />CONDREFE ANCHORS 1% . ", � REQUIRED. OR CONCRETE BLOCK 2 ,,4, I ANY WOOD ANCHORS - SCHEDULE ON
<br />URED ERS 9 LATE WOOD, ,,� r NOTE- l SHUT ft). S
<br />(SEE UE OW-- � "I, RED REOWR , ED , , - � � i I VOIDING PCOL", CURRENTLY INDICATED ON I (SEE SCHES"RE ON,- � - - � V�' ---I-,-. I MEET I 1)
<br />"" M"N' """OF "GON"
<br />11 ,� I' MAX LOW ALUMINUM SPAC " ; � cz a-
<br />. ,SCHEDU _ , � -- -, - I . f 12 1/2- OC- (SU TABLE #1 ON �L, I i 7� WOOD A14CHORS , WAL. SORNAIATON To TuAss INDICATED � � ';. , I � ;�:.4" WOOD j ,- . �
<br />SNCM 9 TH ) E 0 _ ��' .' - ' -jTAQGEFtED W1 SHUT I LATE REQUIRED r" ----- - : � I --'.' 1 L ,
<br />ROUGH 10 � � � I , '. i _ I
<br />SHEETS 9 A, I o') �; som 3 MAY YE I � I (2) ANCHORS woo mw ommww p W4,41 MI fewir to OR I SHEET I 1) � L
<br />� : r , I I RMLCEG 0 114 1 - - -.1 � " 11 PANEL VAU PULD) 94" K PAM MALMIAnt 41 6 le O.C. i I ,
<br />, ; LOW AS THE MWEWM DONOAM A;IP" I ' "
<br />"� (SCE SCHOIJILE ON i COWTUED, "ft i I mft Is A wxmcmx FROM 12 lIr OLD W%04 AUAM ON � . I
<br />!�: SHEET I 1) 3 - ---I* Mlnr--- - - 1'' L I -
<br />�1� '�' i � I I 0 CD
<br />, :� I $1010-
<br />CEILING AN BUILD IIN2 5FAC985 M 98 , r (1) MONUM ASO DESIGN PACS" . I I l
<br />MU MOUNTING /DIRE UNT �� i RATING IS -ft -46 "J, ' i ! J3) WX 24 GAGE PANE. LENGTH 15 LWOED 10 GI AT ANY OPIDOW I U)
<br />EM 4 MAT I I � ! I I
<br />59L A 99 N 6 I . I - - I am 6 A RESTRIC"O. "FION vam PAND. Imm 4�m ON I
<br />I 1 Do WAIAW SOPP, PNIc. Lemont 'S I WALL MOUNTINQ I 121RECT MOUNT T tommout-- Emm'q
<br />L
<br />SCALE 3/8- I' SCALE 3/s., * SCALE 3/8.1' 1 77' I i i I MINING AND FLOOR MQUNIING BUILD -OUT MOUNTING L. co
<br />WALL MOUNTING � (3) STORM PANEL WITINIATIOk IS 0.4, ! ALWHATIM E-n � OQ 1 1/2' L&C SPACER COMPONENT PA SMALL BE AS INDICATED 01 1 ALIERNATIVE 3 ALTERNATIVE
<br />i SHEET :, OF I 1/2* LOW WAGON CA TOT ONLY I SCALE 3/B-l' 3/8-1,
<br />1 "ITO 44 EXISTING wom FIVIME WALL. I WILD IDN"e"A"Al"C" I " En
<br />ALTERHATIME 1W I I ScAu 3/6.1- CMee WIND ZONES 1. I AND 3 a DEFERINED W ASTM '11.11.11 ... SCALE
<br />; I STARDA" AVID THE mo (?Ul con'tow) OF THE FORM � 110 A 41,
<br />SCALE 3/8-1� (A) INSTALLATION WNA ONLY MR *W1D BUILDING CODE "
<br />IPWA I; , . 3 PIER NOR, E ; I / f'�..:.�14
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<br />- ../)I � '[-'��.,.!�
<br />"ll-"' - 44��'�,, Lu
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<br />- - I " I- z . NO - I 2
<br />,0�tN -�'\y,EN,Tr'%T i� Nom� 4--" SVC * '�Ys FLERf A BUILDING CODE (Non High IIAOI lHarricons Zone) uV-10-mmmelam I"N: .44167 1 s FLORIDAT BUILDING CODE (Non High Velocity NUT ;COO# Zone)
<br />. , FLORIDA OURLDI CODE (Non HH21, V#IOCI!l Hurricorte Zone) . o -GL-5ILL AI .
<br />Z - - I - � --- I . INSTALLATION ARE ONLY VALID FOR MAX. A-SM = . .. *�z --- - - - -- - --- .=. `T= w ",
<br />� 0-11,001 - C'P. t , INSTALLATION ARE ONLY VAUD FOR VAX. ASO. i ." No, WNY" I'LlEco. �� TOP & BOTTOM MOUNTINGS DAN BE DESIGN PRESSURE RAIING (p,s.f) AND PA14EL LENGTHS - ' 24 GAGE GALVA14MED 9EEL STORM PANEL <
<br />=' ,; 0. 44167 '-. 1- 24 CADE GALVANIZED STEEL STORM PANEL NM-ED&S&Mff1NA1ir&--CE-5=11=: 167 '- = 24 GAGE CALVAN12E - 175% "
<br />-- ORAWN v DESIGN PRESSURE FWING (p.s f) AND PANEL LENGTH$ = * : , = D STEEL STORM PANEL I DIAIINIt, COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDUL,ES ON SHEET 3 _" STATE OF . Z I DRAWN TW:-
<br />r_- . - - . ��:'r
<br />'0
<br />= * ' T P & BOTTOM MOUN1INGS CAN BE AS PER SCHEDULES ON SHEET 3 IEXCEPT FOR 9 " 'r,
<br />91F FOR COMOINATION OF SECWS-,; - I . z FZ- - . 0 * . wirIpm INSTALLATION. Z FOR NEW WOOD FRAME CONMUCTION: WOOD . , - ,Z'-.-,. � z
<br />= . * � * 2 E � .*
<br />E.D. - EDGE DISTA14CF _ I E i 0 I III . - \ GLOBAL PROTECTION PRODUCTS, U.C. P"E'�/7"` OMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') !--a" I ---..------,I 11 � \ GLOBAL PROTECTION PRODUCTS. LLC. "A"Y"
<br />� V. � TAI I U��-? %p - 'P. STATE - GLOBAL PROTECTION PRODUCTS, LLC. ,, I MEMBERS TO BE SOUT14ERN PINE N. 2, W1 SPECIFIC �a!!7-:,��-- '/ 11LIECOm -
<br />- .�L_�_ / 11L C - ' " ' t� �-7- � IILIECOINAG� ..-- I O"T'L
<br />(SEE SCHEDULE ON 70P & BOTTOM MOUNTINGS rAN BE i� _ __ `40t S.,, 11 ,"RECT I ISTALLATION. , - �Un TV1,1m & I". , � S,1. 51 SFRI - , , - HXXY S,' III SnIm
<br />- - , , 4UHIU -, 11-1 TIESITAS &4� %n" & tQAPTINCIETTIN, comP.- P"e- -
<br />I ` I o" "' M-75'� EXIT
<br /> ..... Q; Z I �� -.=- - - --- "r- - - r'Im At, ""'A"', " ='
<br />SHEETS 9 & 1 0) COMBINED IN 04Y WAY TO SUIT AW 11 �" . 1. 47/41 -60 �' - "�""'1'- 'No"". ") (tAtOw-anti 20-175 Iz
<br />MME, PL 20-175 - '10m /I- 'Z1v =*=� Y %.E. FL WOH; 20-175 1 11
<br />I uItImmaditric co;F-- - ILE, oo AN DENSITY OF 0,55 OR EQUAL
<br />2 FOR NEW WOOD FRAME CONSTRUCTION: W00,01 6.1. ",III ..... IIIH � 2 -1
<br />I� i Ow - '. � (w '. -.Y-. (MA)M-7b's. lm� ,(.160�m , D;v .� , /11 - I-)P - , "'ON&I OL`HANP7"t41 F- ("-),,m`4vmt7 IMAINNO - --- ' -t- - - --.I' .. <
<br />INSTALLATIOIL . o I t �,LI, " t"I'tetto N.: MEMBERS TO BE SOLITHERN PINE No 2. W/ SPECIFIC 4&�; 40, - --- ill
<br />10 I -OG0671. DENSITY OF 0.55 OR EQUAL, -- - SENjIMOMPTURIE./AVE 04-110171�1" I
<br />WALTER A, TILLIT ," Alf- wITA A. TILLY
<br /> " - - 'NIN I , . C. � - 1 !. #,=-==f =*� wwe�mT-;- !,In. - # .". .. -1 - L .1 MI
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<br />I- - - , I - ------ - - 11 ,U.P., .' g ILf'L, , T--vt-�tti� P!� -..-.--,.I I------,- ---A---. - __ _ I - �-�-L H"Ed". -j
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<br />SHEET NO.
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