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<br />WITH THE 2020 (7th EDITION) Of THE FWMCA W"M COM THIS VORM PAMM POLL NOT SE WSTALUED AT WON
<br />014- TO PA4OMTE FIDMILE 0 AMD FAMIDAMME PLUS ANCHORS. AS MANLIFACtVAED BY ELCO CONSTRUCIM PRODUCTS
<br />VELOCITY MILAIMICANE ZONNES (~-DADE / SROmRD COUNTIES).
<br />1/4'0 LAC SCREWS PER
<br />DESIGN WIND IONDS SMALL K DETERMINED AS PER SECTION 1609 OF THE ARM MEMnC*0EO CODE. FOR A BASIC WIND
<br />7/Wo I 6/s" mw sustam, As Disrumm BY ALL Pope SCREW. q0tT & SPECIALTY ca.
<br />SPEED AS REQUIRED BY THE JURISDICTION WHERE STOW PANEL YOU BE INSTALLED. NO NO A DBINECTIONAL" FACTOR
<br />KO-0.83. WM ASCE 7-16 AND SMALL NO EXCEED THE MAXINUM (ASO.) DESIGN PRESSURE RhW3 INDCATED ON SHEETS
<br />CJ) MINIMUM! THIRIADED PIENICIVIATION PRO WOOCI OF TAPCON ANCHORS SHAILL K 1 1/2* AND 2' FOR ELCO PAMILAMIZIE PLUS
<br />3. 9 THRU 12 & 17, 1&
<br />AND PAMEUMLE FEMALE 0
<br />IN ORDER TO VERINY THE ABOVE COMINTION, ULTIMATE DESIGN WIND LOAD$ DETERMINED PER ASCE 7-16 9441 BE few
<br />REDUCED TO AID' DESIGN PFESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THIVIE W/ MAX. (OLS-0)
<br />C.2) MINIMUM THREADED POICTRATION Of LAC SCREW. INTO THE WOOD FRANC UNIT 94ALL K 1 1/2-. NO TWIREADED
<br />DESIGN PRE55LM RATINGS WICXIED ON SHEETS 3. 9 1 2 & 17. 18.
<br />PENETRATION INTO SPJODD SMALL K CONSIDERED AS PART Of THE MODURRED THREADED PENETRATION.
<br />IN ORDER 'TO VERIFY T14AT ANC*fORS ON THIS P.E.D. AS TESM WERE NOT OVER 51 A 33X POCASASE IN ALLOWABLE
<br />STMS MR WOO LOACT$ WAS SIn VSEQ IN THER AhkYsm FASTENERS SPACING TO WOOD NUS KEN IN
<br />LAG WOOD SKILL BE AS INDICATED IN
<br />ACCORDANCE WITH RDA. 2018.
<br />WORM PANELS ADEQUACY "A IMPACT NO WIND REMSTANDE NIS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1600.1.2 OF
<br />C.4) WOAN PIENETRATION OF WOOD BUSHING K 6/8'. 1/4' 0-20 SCREWS USED $KILL K 1 1/2* LONG M94MUM
<br />SKILL
<br />THE ABOVE UP004ED CODE AS PER AMERICAN TEST LAB Or 50" FLORIDA 011700173 001114.01-01 AND 00219.02-00. AS
<br />SHOULD STUCCO EXIST, NO I' MOWN FOR WALL$ Will NO STUCOD,
<br />PER SSTD 1 2-901 A ASTU E 330-02 STANCIARDS. AND AMDUCAN TMTM LAB SOUTH FU)RIOA REPORT 111123,01-10 AS PER
<br />TAS-201 AND US-203 PROTOCOL$. AND AS PER CAILCULATIONS PERFORMED IN ACCOROAPICE W/ SECTION IMM OF THE
<br />C,S) IN CAW. THUS PRECAST SIGNS. 09 PRECAST CONCRETE PANELS. STUDDO OR WOW @CARDS K FOUND ON THE COSTRIC
<br />WALL ANCHORS WALL BE LOW ENOUGH TO AEAICN THE MAIN SITRUCIURE BEHIND SUCH PANELS.
<br />rLORft IRADW CODE
<br />AMCMOPJGE SKILL BE AS MENTIONED Pf CA , C.2 J, C.4)
<br />2. ALL ALUMWJM EXTRUSKM To BE WW-76 ALLOY AND TEMPER. (UNLESS OTHIERWISE HIM). SEE SHW 2
<br />(0) AN04MS SHALL BE INSTALLED FOUDOW ALL OF THE RECOWA04DAlMS AND 3PtCFrAT"S OF THE ANCHOR'S MAMWACTURM
<br />1 ALL ALUMINUM $HIM METAL USED AT CLOWJM SKILL HAW 3105-1414 ALLOY.
<br />6. PANELS MAY AL90 K INSTALLED HORMOWALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SEVION I THROUGH 0 m1ars 4
<br />4. ALI STEEL 94EV METAL PANELS 94PLL "AVIE S"%)CTU1ML QUALITY STEEL ASTM A-053 ORACIE 80 WO". G-50 GALVANIZED
<br />POO" 3) EXCEPT TW MEACIEWS 0 & (b SMALL NOT BE USED.
<br />STEEI. DE90MATON W/FY- 92.2 hit (AFTER ROLLIVID).
<br />0. IT SMALL Or THE RCM"DORM OF TIRE CONTRACTOR M VERIFY THE SOUNDNESS Or THE STRUCTURE WNIVIE SHUTTER 15 10 K
<br />S. ALL SCREWS TO K 91WNLESS STEEL 304 Olt 316 USI SERIES OR CORROSION RESISTANT COATED CAMM STEEL AS PER ON
<br />ATTACHED TO INSURE PROM ANICHORACE. THIS SHUTTER SIALL ONLY K ATTACHED TO CONCRETE. SLOCK Olt WOW TRANS
<br />SMIS W/ 50 Ill YQD STRENGTH AMC 90 klfl TENSILE STRENGTH ANO SKILL COMPLY W/ FLORIDA SLALOM CODE SECTION
<br />241 1.3 3.4
<br />10. EACH RED" STORM PANEL WITH LENGTHS OVER 90", AS PER SECTIONS 1. Z 4, S. 6 AND ALTERNATIVES IW, 3W A 4W ON
<br />SHEETS 4. 5, 6 A 7 AESKCTFVELY� 94ALL HAVE A LF08LE ANO REAMY VISNNX MAI INSTRUCTING 0040 OR TENANT TO
<br />6 BOLTS TO IS ASTM A-307 GALVANM STTFL� OR AM 304 SERIES STAftESS STIEFL, WITH 36 W MOSMUM YMM STREMOTH
<br />SECURE PANELS WITH APPLICABLE RENIFORCENOTIT DURING PERM OF HLOVIC.-INE WARNING
<br />7. ANCHORS TO WALL $PAL K AS FULLOWS.
<br />II. THE OWALLAnM CONTRACTOR 15 TO SEALAAQUX ALL SHUM COMPONENT EDQVS WHICHI REMAIN IN coNnNuous CONTACT *in
<br />THE VkDM To PREVENT TRUG/RUM WITHUSION
<br />IAI !1,11ISFINI
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<br />/4-0 UAFCON AMICIONS AS ~ACTURED BY I.T.W. SUILDEX, NC_ (Ifin. VC-3192 TISJ.)
<br />12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRUM PLUS ANY HU"M AND ZONING REGULATIONS
<br />1/4 * 0 1 7/0' CAU(-W ANCHORS. AS MANUFACTURED MY DIEVIALT W_
<br />PROYM BY THE JLPPSWION WHERE KRMITT IS APPLIED To.
<br />1/4.. . 3/4- SOUO-SET ANCHORIL AS OWMWM By ALL POW SCREW. SIOLT & SPECAL7Y 00
<br />(min r3000 V.*A.)
<br />13. (a) THYS PRODUCT EVALUATION DOCUMENT (P.".) PREPARED SIT THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE WORIWATM
<br />f14-10 FANELMATE FIDIALE 0 A, PANCLUATE PLUS ANCHORIL AS MANUFACTURED BY ELOO CoMrs"WFIC" PRODUCTS.
<br />FOR A SITE SPECOIC PROLIECT; L.. WHERE THE SITE CONDITIONS KVIATE FROM THE PAM
<br />I/4'S ZAMAC MOM ANCHORS. AS MAJAMACTURED BY DENALT. INC,
<br />(b) CONTRACTOR TO BE FESPOPISSILE FOR THE SELECTION. FURCHNIE AND INSTALLATION OCLLOK LIFE SAFETY Of INS PRODUCT
<br />A.1) M"MUM EMBEGMENIFF OF TAPCON ANCHORS WITT FIGURED CONCRETE SMALL BE 1 3/4'; 2' FOR ELCO PANELMIATE AND
<br />SAM ON THIS RED PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON DOS DMAUINT.
<br />CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTOR'S RESPOMMUITY.
<br />1 3/4- FOR ZAMAC WOLIN ANCHORS.
<br />(c) INS PRODUCT EVAAATION DOCUMENT WILL K CONSIDERED WAUD W WIDOW".
<br />A.2) CALK-N al SOUD-SET ANCHOR$ WALL SE EUNEDGED 7/60 INTO THE POLIFIED CONCRETE. NO EMBEDMENT 0111`0
<br />STUCCO SMALL K PERUNITED. 1/4 * -20 SCREM USEZI SHALL 1/2' LONG WO" SHOULD SANOIO MUST.
<br />='SCREWS
<br />(0) SITE SPECIFIC PROJECTS POLL ME PREPARED BY A FLORIDA RECISTERED E"GWER OR ARCHITECT MUCH WILL INECONIE THE
<br />AND I' W40M TOP WALLS WITH NO STUCCO. AND MAY IS OR ALL 7104ACED SCREWS W/O HEAD.
<br />DONEER Of RECORD (E.O.R.) MR THE PRIMACY AND WHO WILL BE RESPONSIBLE FOR THE
<br />SUIT *am TOM NMI
<br />PROPER USE OF THE PAC 00044M OF RECORD. ACTING AS A DELEGATED ENGONEIR TO THE
<br />P.ED, ENGMEFL SKILL SUBMIT 70 THIS LATTER THE SITE SPECIPC ORAVRAGS FOR REVIEW_
<br />A.3) 90 CASE THAT PRECAST STONE. PRECAST CONCRETE PAMIELS, PAVERI STUCCO OR WOOD BOARDS SE FOUND ON THE
<br />cxmnK WALL OR FLOOR. ANCHORS $KILL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />(0) THIS P.E.M SMALL BEAR THE DATE AND DRISKILL SEAL Af* SIGNATURE Of THE PRWESS04AL
<br />ANCHORAGE SMALL BE AS MENTIONET) iN A. I) NO IN A.2).
<br />ENGINEER OF FWZM TNUIT PREPARED IT.
<br />CONCRETE RIOCK
<br />14. SHUTTER ~ACYUWA*S LABEL SKILL SE LOCATED ON A READILY VOW LOCATKW AT STORM
<br />!1EXISTING
<br />1/4: : TIPCOM ANCHORS AS MANUFACnM BY 1. Y. W. SULIDEX. INC.
<br />PANEL SHMITER IN ACCORDANCE WITH SECTION 1709.9.2 OF FUNUDA BUILDING COME. ONE LASE
<br />POLL IS PLACED FOR EVERY OPENING. LASELM TO COMPLY Will SECTION 1701.9.3 OF TIRE
<br />1/4 w ?1Ir CALX--IN ANCHORS, AS MANUFACTURED BIT OFWALT, INC.
<br />FILM" BUILD" Om.
<br />1/4`0 X 3/4' SOW -SET ANCHORS, AS DISTRIBUTED Iff ALL POW SCREW. BOLT & SPECIALTY CO.
<br />01�10 PANEL L FIEMAUE ID AND PAMELANTE PLUS ANCHOMS. AS MANUFACTURED BY aCO WITCH
<br />MATTE
<br />/4* 0 ZAMAC MAILIN ANCHORS. AS MANUFFACtURED BY DEVIALT, M
<br />W I) MINIMUM EMWXVff OF TAPCON Al"IM, 10.00 AAMEUMTES AND ZAMAC NWUJJAN AANCHOR KID THE
<br />% FLORIDA BUILDING CODE (Men High Valwity Z.W)l
<br />KOCK UNIT WALL K 1 1/4'.
<br />C011.
<br />8.2) CALK-101 & &OUD-SET ANCHORS SMALL BE EMBEDDED 7/0- #00 THE CONCRETE Mj= UNIT. NO W,44
<br />7 *a= MITI M 24 GAOIE OkVAMM SEM STORM PA#ft 01.
<br />(WON &I
<br />STUCCO SFAL BE PERMITTED 1/4' 0-20 SCREWS USED SMALL BE 1 1/2- LONG MINIMUM SHOULD DUST.
<br />AMC I- MINIMW MR WILLS Wif� NO STLCC0 STATE
<br />I L I E C 0 1 vs. QM& PROTECTION PWWM LLC-
<br />0.3) IN CASE TMT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD WARDS K 4m" 91 S`NW
<br />ORI IMMC M SA14
<br />-
<br />Etornsts WALL, AMC ORAS SMALL K LONG ENOUGH TO REACH THE MAIN STRUCTURE SEHMID SUCH H.0c ""Noo-mi, M (WRIM-sir 20-175
<br />"BE
<br />ANCHORAGE SMALL 3 MEMTKM IN 9.1) AND IN 0.2). 4
<br />DOWNS III:
<br />Fiat"%
<br />Ps WAL/oo#MNE/mn
<br />4.1 ! 1 ! SHOP I W Is
<br />F09
<br />INSTALLATION
<br />INTO POURED
<br />r -rCW0WA'MW=k0MM
<br />DETAILS rOR REGULAR PANEL
<br />CONCRUE OR CONCRETE BLOCK
<br />CDN.Sr.
<br />C"Wr
<br />BLOCK
<br />in
<br />STRUCTURES
<br />NFOU00.
<br />RECLAIM
<br />CONCRETE ANCHOR$
<br />CONCRETE ANCHONS
<br />(SEE soexxE ON
<br />SHE[. 9 THROUGH 10)
<br />(SEE am I
<br />SHEETS I THROUCH 10)
<br />F-4)
<br />Exam POURAD
<br />OONCKTIE Olt
<br />CONCRETE Wigs- _4) 1 4
<br />REQUOIDD
<br />1/2' 1/4'
<br />1/2- 1/4"
<br />I
<br />W�1-1 pan
<br />MAN.
<br />CONCRETE AMC""
<br />LID-
<br />Aa)
<br />SEPARATION
<br />TO CLASS.
<br />(Su ScHem"
<br />=M= al-.1
<br />v M_
<br />SEPARATION
<br />TO GLAS1 =FOR
<br />or..,
<br />F
<br />(Sa SOMILE:
<br />ON SHUT 3)
<br />1 PANa LEWH
<br />10 ON SHE" 3)
<br />I
<br />I
<br />(Bust
<br />ON $MEET 3)
<br />I
<br />nON
<br />v Mo.
<br />PAW LENGTH PANEL LENGTH
<br />SCHEDULE
<br />CONCRETE ANCHORS k
<br />ISLA. IA-Z UH I
<br />SMErfs I THROUGH I
<br />J
<br />i
<br />(on (WE SCHEDULE
<br />I ON BMW 3)
<br />ON $MEET 3) Hrl�
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<br />CONCRETE
<br />(SEE
<br />IS tIr Oz
<br />verrs 9 mocum 10)
<br />ONLY WHEN SOUD
<br />M1 -
<br />4
<br />ARE USED & W/ WHEN EASW POURED CONCRETE
<br />ON
<br />-OR
<br />-TERNATE COMCREC
<br />PANELWYO CONCRETE IS.=
<br />AIR USED.
<br />ANCHORS MU
<br />(sa SCHECLAE: oil
<br />sHerm 0 Twourm 10)
<br />(SEE SCMEDUU ON
<br />94EEIS 9 THIMUCH 10)
<br />quILD;Ag MPUNTINg
<br />No
<br />SCALE 1,11".
<br />WALL MO1UkWbj I Q= MOUNT
<br />;%M'A
<br />EN
<br />F BUILDING CODE (Mon High VolocRy Hu
<br />no Zone)
<br />ED. EDGE DWANM
<br />(SEE SO4EDM ON
<br />NOTE FOR COMONAnM OF SECnONS:
<br />TOP & BOTTOM MOUNIINGS CAN K
<br />aust ILUM Wc_
<br />.44167 24 UK GALVANIZED STM STORM PANEL
<br />STATE CLOUL PROTECTM PRODUCTS, I.I.C.
<br />Lsl
<br />333%
<br />CP
<br />man ft
<br />am
<br />SHEETS 9 & 10)
<br />COMBINED IN MY WAY TO SUFT MY
<br />INFEALLATON.
<br />IYA DWK)1101�
<br />20-173
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<br />INSTALLATION DETALS FOR REGULAR PANEL INSTALLATION DETAILS FOR REGULAR PA INSTA ION DETAILS FOR REGULAR PANEL 6) INTO WOOD
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES _7"jj - INTO WOOD STRUCTURES -
<br />'T 7,
<br />SEPARATION
<br />TO am.
<br />ALTERNATE CONCRETE F_ ---(SEE S0*DuUL I SW 77'
<br />--ALTDOWE LED
<br />CONCRETE ANCHM T% sw it) r 4)v ON BMW 3) 1 am 4*4* r"ZST1NC.*% 1000"
<br />700-Ir -W= ON -e--- SIR to IN& BEAM
<br />Var'"S POURTED COUCK11-, a% STIN
<br />Demy" POURED CONCOM ON CONCRETE SILOCK ADVOLIAZY OF 001ING VOID
<br />slocris 9 rMaouct" 10)
<br />RECLINED. "V Am.
<br />on CONCIRM BUXX Do 7_01
<br />RECOPIED. KAM TO BE CENY11'"
<br />WOOD ARCHITECT PRIOR TO S
<br />TERKATE LEG CONCRETE ANCHORS I pmax wom RECISTEM ENGINEER
<br />__ 1� )7 CSFE SCHEDULE
<br />(SEE SCHER" Oli
<br />(BE( SCTCDUUE ON MiXON 167 RMALLATION. RATE WDOO ANCHORS -1
<br />SHM 9 THROUGH ALIEM
<br />Is (SEE SoMmu ON
<br />spiRm OF I SHM 11) saw 11)
<br />sNEU 11) w-J 114 Sc"EIW ON WA ON
<br />16 F1 12 IA- at.
<br />�I- LL W1 NUT UDIGTH
<br />COMCNETE ANCHM ve Mo 1/4' /2*
<br />Wil. (SEE SCHEDULE 04 --A i
<br />4 RE to
<br />E.D.
<br />sMErm 9 THROUGH 10) :0.10 1 0 -
<br />to _r__
<br />4)-- LID, 1 %7 MaN.
<br />1 PAHL LENGTH I" MAX LONG ALLAW" SPACERS 0 12 1/2" WOO
<br />(SEE 9040tu I I (ISEE SC ON
<br />4W
<br />"@D.C. (SEE T
<br />C.
<br />ME
<br />.I� REL ON SHUT 11.) cu
<br />WE NNE FOR LIMITATIONS FOR win,
<br />Min. 'L" MAX. I I /a- Loma SLEEVES.
<br />mri. ON sw 3- NN, 11
<br />1 SEPAPATION SDIAR%T*m
<br />I I G) TJW v >
<br />70 GLASS. ON SHEETS TO GLASS. PANEL LENGTH PANEL LENGTH WAASWL(M
<br />(SEE 30coutz (SEE saamw SCHEDULE
<br />ON SHICET 3) ON SHEET 3) 0
<br />On RIN FA14L 70 GLASS. 9 a To SEE SOMEDUI E (SEE sa*m" j ;
<br />(SEE SMHWEDXUULE ON I SPAM ON SNIEET 3) ON SWEET 3) _PTIMEL IMIE FINNUE ID OR PANEL NOTE ba. SEPARATION TO GLAS&
<br />v M.. 'L' i Mw =FOR PLUS (SEE SCHEME ON $MEET III (SEE SCHEDULE ON SHLET 3)
<br />'AL- PANIEL LOWN
<br />Loom M "a"
<br />PANEL LENGTH rR PANEL. LOOM IF A -AA v MAX
<br />MIr (SEE SCHEDULE
<br />(SEE WHEIDW r_0 0-
<br />(SEE 304EME PANEL LENGTH ON OW 3)
<br />ON SMEU 3) wllwww" 2.4' (SEE SCHEME EX
<br />ON BMW 3) SEE SCHEDULE- PLATE REOUM _-Aj I ____ -
<br />ON SHEET 3) CL
<br />TO 1 ON Dim 3) DIRECT MOUNT W/ SPACER
<br />GMuSYK_
<br />i(SIX Semen" ......
<br />sox
<br />ON saw 3) OF
<br />or
<br />MAX WAY!, WALE 3/8. 1 1 or v
<br />0 12 $/2
<br />5011 1- D.C. SEE WTVAI ON SHEE, 11 FOR MAX. PANEL LENGTHS
<br />LOAM OF .0 DESIGN LOADS FOR THIS WALLATION. mix
<br />all I D.C. ED. i OF "v ED
<br />WAX M"
<br />0 12 /2- D.C.
<br />'A.
<br />_J CD
<br />�j 0 12 IS
<br />L eta 1/2- D.C.
<br />CONCWt ANCHORS 1r CONCRETE ANCHONS i tml j
<br />EX06"fW4 P�OURED (SEE ScHrxu I)k--- (SEE SCHEDULE ON WDERY AMC"=
<br />EDGE OF WALL ON SLAS SHEM 9 THROUGH toy-- 2 1111' LONG MAIL. MA"NW
<br />ftrGUNWED CONDITION) SPACCIS 0 =' D.C. VALID FOR STA00M W/ WMEN 1% MIN IS I lIr UNITY In X1. 0
<br />AND PANEL (SEE SCHEDULE ON
<br />(1) varsuff" a mm 10 A am wort, souss" law Wr MCHORS
<br />ALL DESIGN SHEET 11) 2-.4- WOOD PLML
<br />M POUM CONCRETE cost" POUND COMO" LENGTHS PER BMW 3. 1 \ .
<br />GLOCK i i� REOUNNEO
<br />Olt CONCRETE @LOCK 4 Iffix wm am
<br />LUI= MEDIA=
<br />CONtM"M REQUIP11D. REOUIRED. r Wx LOING ALUM" SPACIRS 9 2*X44 WOOD &fA&M MOM ON SHUM ANY ANCHONS - - - - \ !L ) , SCHEDULE ON
<br />NMR ON 12 11r D.C. (M TABU #1 ON PLATE REQUIRE. WOO MCHM 1* WL 20%%kM" 70 ,1 (SEE SCHEDULE W_+_ 3/4' cu
<br />SHEUM" I SPIGGERED W1 S" IRAN; NaNtm 11000 0) MIDNIGHT COW TOM COMADMON 111% VAMIL WIDE FIMUS 00 OR 5MM I I)
<br />$man 9 & 10.) A REOUNIED
<br />WWI= VAUM AT 9 t14' 0Z
<br />SCWN I
<br />ON iff Y, ft I/r at WOO* I"#= ON
<br />oa SCMMz
<br />SHM 11) OHM 4 1----2- lail
<br />RUu.D;g (1) ma" AN actual
<br />CEIUNO MOUNTINO MOUNTING WALL MOUNMG JDIREGJ NQUINT W/SPACERS OR NAM is #00. -0 W. (3) MAL 24 ONE PM& LENGTH 8 MM 10 W AT ART MOM cf)
<br />d jj--j = OMPOOM "ft LMO NOW umn ALLONED ON
<br />%M3 Ip V (1) WMMN some p"a Umm a WALL MOUNI 6 111F IJOUKT snuir III,
<br />CEO M s nr MIOU114171ma
<br />I cu
<br />M $mu vim em"arm a ONLY ALTERNA371M 2W Wl fIr ww WNW Comm f0ft ML at Is ad== am ALTERMA71VE 3W ALTERNAME AW
<br />01115 AN C� a= MINOR TVAL SCALE 3/8-1- IL " 30 WALE 3/8-1- SCALE 3/8-$-
<br />Affig "TIV 'It WMJWAM 02"Co"01, 12 Z lo"asww".&Y M
<br />WALL 3/0-l' 44) WT VALID OLT I= c-ing swwm SUIT THE Mo ON' OWNING or INS nomh
<br />& 3 PER AM I w^DM am
<br />A.
<br />Lu
<br />NO. 44187 1
<br />FLORIDA BUILDING CODE 01on With valooft Nuu zone) FLOM BUILDING CODE (Mon High IfelGaIty HM ne Zone)[ NOTE FOR COMBINATION OF SECTIONS: FLOW BUILDING CODE (Mon High VW�mffftv INWWu no Zone)
<br />Mo.44157 1. INSTA"T" ARE ONLY VALID MR MAX. A.S.D. 1. INSTALLAIM ME ONLY VALID FOR MAX. A.S.O.
<br />24 UK GALVANIM SIM STORM PAMEL NOTE MR COMONAMN Of SECTIONS: No. 4 167 am TLWM No. 24 "GE CALVAMED STEEL SMM POU TOP & BOTTOM IMOUNT104CS CAN BE DES" FMSS=,PAnw%, S.% AND PANEL LENCPHS 24 GAGE MVAMM STEEL SM "M <
<br />DESIGN PRESSURE RATING (P.s 1) AND PANEL LENGT`HS I, STATE OF DRUM W.
<br />COMBINED IN ANY WAY TO SUiT ANY AS PER AIG z
<br />NOTE FM COWBI 0
<br />NADON OF �T INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTIOK WOOD
<br />LD. - EDOE DISTANCE GLOUL PROTECT" COMBINED IN ANY WAY TO SUIT ANITY ALTERNATE 2W) I All GLOB& PRMCTM PRODUCTS, I= WAFAM"
<br />0 awiLsl SOW
<br />I *. \ *WPN a' OM g -
<br />I LT PRIMM, Uc. WAY/am TOP k RIOTFOM MOUM`nNGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT MR J ILIECOeuc. OLOM PROTECT" PRODUCT% UC- OUND. MEMBERS 70 BE SOUTHERN PIkE No Z W/ SPIECIFIC
<br />(SEE SCHEDULE ON TOP III BOTTOM MOUNTRODS CAN BE am = M INSTAUAMON. an S.W. 6 WINITY DEMUN OF 0.55 OR EOUAL- NAL S
<br />TILUT V� a BANK. N. 33314 2. FOR NEW WOOD FRAME COMWRUCTION: WOOD C4 OWAL M. 333" =14 z
<br />IT110
<br />SHEETS 9 & 10) COMBINED IN ANY WAY 70 SUIT AW A,=
<br />mac- CaMpup-mma, FAIL -am 20-175 p1w XAMWINCIM16I.H." 20-173 No"Hoo.- 20-175
<br />MEMBERS TO IME SOUTHERN POPE No 2. W/ SPECIFIC MOM (UMMUN-704C IM (W)MI.M PAM tw)NN�7"& rot CM)NO-SM
<br />'UH, :1!
<br />NWALLATION. I ANA 0fAmI ft ISUP" I- OVAN" N. CA -cowls
<br />X, -4 now" III,
<br />DENSITY OF 0.55 OR EQUAL. PS. wavowung/cas
<br />-Agg W-4 -;, aL
<br />U4
<br />UL A 27 FE9 0 all$
<br />SHEET NO.
<br />SH 13
<br />
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