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<br />MANNINNI ANCHM SPACING FOR L D. . 3 Ilr -
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<br />I=
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<br />N/A
<br />Ir
<br />N/A
<br />12,
<br />N/A
<br />12'
<br />N/A
<br />1' & 2' (TOP)
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<br />31
<br />51
<br />4'
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<br />N/A
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<br />N/A
<br />N/A
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<br />12*
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<br />9 1/2-
<br />N/A
<br />9 1/2-
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<br />3- (BOTTOM)
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<br />N/A
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<br />9 1/2'
<br />12'
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<br />* UNITED 70 MILO P.J. AILD, DESIGN PRESSURE RATING,
<br />&SM OW 29 FOR AICHORS TYPE A. SAWING FOR 1WUlLDIDIt KID WOOD
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<br />THIS OR GRIN TO BE POBNOM RSDUO16 110091101 MUM USING FACTOR SMALA
<br />ZMKLM AWIMINIMUM SPACING YOU= PON EACH ANCHOR TYPE AT
<br />1/4'0
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<br />SCALE 1/4--'--
<br />ALTERMV=.
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<br />1. IMSTAUAIIONS ARE ONLY VALID FOR BUILDINGS WITH A.Sq, 11%." LOAM
<br />UP TO +664. -75,3 W AND PANELS LENGTH UP TO S-ib.
<br />L FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN
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<br />GENERAL NOTES
<br />MOCUMOENT
<br />- -RAN61Y. -.2 1�11`101u:
<br />(C) !a
<br />f. STORM P19EL SHOWN ON THIS PRODUCT EVALlAUON (PI.D.) HAS KEN VERIFIED FOR COMPLIANCE 0 A�
<br />I'/W46 .'m A. . II DIX, INC
<br />WITH THE 2020 (71h EDITION) OF THE FLORIDA KUM COOL THIS STORM FANS WALL NOT BE INSTALLED AT MICH
<br />#14-10 PANELMAXE FIEMAU ID NO PAMELAIATE PUPS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCT" PRODUCTS.
<br />VELOCITY MURFWANIE ZONES (MIAMI-DAIDE / 90MYRD COUNTIES).
<br />1/4'# SCREWS PER N.C.S.
<br />OEM WIND LOADS SMALL BE DETERMINED AS PER SECTION INw S OF THE ABOVE WvomwCODE FOR A 949C WIND
<br />7/16`01TS/r WOW BUSHING, AS DISTROM BY ALL POW SCREW. BOLT A SPECIALTY CO
<br />SPEW AS REQUIRED BY THE A10130ICTION WHERE STORM PANEL WILL BE INSTALLED, AND FOR A DIFIECtONALITY FACTOR
<br />KO-0,85, USING ASCE 7-16 AM SMALL NO EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE ROWS INDICATED ON SHEETS
<br />C.11) MMLIM 11W.ADED PENETRATION INTO WOW Of TAPCON ANCHORS SHALL BE 1 1/2* AND 2' FOR ELCO ANNELMATE PLUS
<br />3. 9 THRU 12 at 17. 16
<br />AND PAMELMALE FEMALE O.
<br />IN ORDER 70 VERIFY THE ABOVE COMMON, ULTIMATE OEM WINE LOAN DErOMM PER AS 1-16 SHALL, BE FIRST
<br />REDUCED TO ALS& DESIGN PRESSURE RAYING1 BY MULTIPLYING THEM BY 0.6 Od ORDER TO COMPAIRIE THEM W/ MAX ".0.)
<br />C.2) WOMUM THREADED PENEDIATION Of LAC SCREW, INTO THE WOOD FLAW UNVT 94ALL BE 1 1/2-. NO THREADED
<br />OEM PRESSURE RATINGS INDICATED ON BEETS & 0 T""U 12 t17. Is.
<br />PENETRATION INTO STUCCO SMALL BE CONSIDERED AS PART OF THE REOLAWID THWIADED PENETRATION.
<br />IN ORDER 10 VERIFY THAT ANCHORS ON THIS P.LM AS IESI WERE NOT OVER STRESSED, A 33X INCREM Of ALLMMILE
<br />STRESS FOR WIND LOAN WAS JBIZE USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN
<br />C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD STALL K As INDICATED N THIS DRAWING
<br />ACCORDANCE WITH N.D.S. 2018,
<br />STORM PANEL'S ADEQUACY FOR IMPACT 00 WIND AIDSWANCE HAS KEN VERIFIED IN ACCORDANCE WITH SECTION 1809.1.2 OF
<br />C.4) MINIMUM PENETRATION OF WOOD BUSIONG 94AU BE 5/11', 1/4" 11-20 SCREWS USED WALL BE 1 1/2' LONG MINIMUM
<br />THE ABOVE MENTONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS #0814,01-01 AND #021602-00, AS
<br />SHOALS STUCCO OW, AND I" MINIMUM MR WALLS WITH NO STUCCO.
<br />PER SSM 12-99 & ASTM E 330-M STANDARDS, AND AMERICAN TESTING LAS BMW FLORIDA REPORT #1123.01-10 AS PER
<br />TAS-201 AND TAS-203 PIRIMMS. AND AS PER MCLILAT04 PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE
<br />C.5) IN CAM THAT PRIECASIT STOW. OR PRECAST COMMM PANELS. STUCCO OR WOOD WARDS BE FOUND ON THE MUM
<br />WAN. AN0401VS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />FLORIDA BUILDIMIG COME.
<br />A%CMOftGE SMALL BE AS MENTIONED IN CA), C.2) A C.4)
<br />2- ALL ALUMINUM EXTRUSIONS TO BE 8063-TS ALLOY AND TEMPER, (UMLM OTHERWISE NOTED). SEE 31HErT 2
<br />(0) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE M004OWS MANUFACTURER.
<br />3. ALL ALUMINUM 94M METAL USED AT CLOSURES SMALL HAVE 3105-MJ4 ALLCY,
<br />8. PANS WAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4
<br />4. ALL STEEL SHEET METAL PANELS SMALL HAW STRUCTURAL QUAILAY STEEL. AM A-653 GRADE 80 MING", C-00 GALVANIZED
<br />THROUGH 5) EXCEPT THAT W-40M 0 & 0 SMALL NOT BE USED.
<br />STEEL DESIGNATION w/ry- 92.2 W (AFTER ROLLED).
<br />9 IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERITY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AM SERIES OR CORROSION POWA04T COMM CARBON STEEL AS PER DIN
<br />ATTACHED TO URINE PROPER ANCHORAGE THIS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE.SLOCK OR WOOD FRANC
<br />BUILDINGS.
<br />311018 W/ 50 W YIELD STRENGTH AND 90 Im TENSILE STRENGTH 00 SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2411 "3.4.
<br />10. EACH WGUI.M STORM PANEL WITH LENGTHS OVER W. AS PER SECTIONSI 1. 2. 4, S. 6 AND ALTERNATIVES IW, So & 4w ON
<br />SHEETS 4. 5. 6 A 7 RESPECTIVELY. SHALL HAVE A LEOW AM READILY VISIBLE MARKING INSTRUCTING OWNER OR TVW TO
<br />6. BOLTS TO BE ASrM A-307 GALVANIZED STEEL. OR AISI 304 SERIES STAINLESS STEEL WITH 36 k.1 MINIMUM YIELD STRENGM.
<br />SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING POISON Of HURRICANE WARNING.
<br />7. ANCHORS TO WALL SMALL BE AS FOLLOWS:
<br />11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SWUM COMPONENT EDGES WHICH REMAIN IN CoMMUOUS CONTACT WITH
<br />THE BUILDING TO PREVENT WND/RAIN INTRUSION.
<br />(A) -M
<br />101C/Mrll
<br />TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUR.M. INC. (Min. rc-3192 P.ml)
<br />12. STORM PANEL INSTALLATION 94AU COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BLALDING 00 ZOMW REGULATKINS
<br />1/4' 0 ' '" - CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC.
<br />PROVIDED BIT THE JURISDICTION WHERE POW IS APPLIED TO
<br />1/4'0 . 3/4- SOLD -SET ANO-IORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO.
<br />(Mi.. r.'woo P.I.I.)
<br />13. (a) THIS PRODUCT EVINUATION DOCLMENT (P.ED.) PREPARED BY THIS ENGINEER IS GENERIC NO DOES NOT PROADE INFORMATION
<br />114-10 PANELMATE FENALE 0 & PANEILIMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />MR A SITE SPECIM PROJECT, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
<br />1/4*0 ZAMAC HARM ANCHORL AS MANUFACTURED BY DONALT. INC,
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LINE SAFETY OF THIS PRODUCT
<br />A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS KM POURED CONCRETE SMALL BE 1 3/4"; 2' FOR ELCID PANEL/ATE AND
<br />BASED ON THIS P14. M04M HE/SHE DOES NOT DEVIATE FROM THE CONOTted DETAILED ON THIS DOCUMENT,
<br />CONSTRUCTION SVETY AT SITE IS THE 0ONTRACTOR'S RESPONSIBILITY
<br />1 3/4. FOR ZAMAC PARAN ANCHORS.
<br />THIS PROMV EVAAATION DOCUMENT WILL BE CONSIDERED WAUD V MOOMM.
<br />JL2) CALK-IM & SOLID -SET ANCHM SMALL BE EMBEDDED 7/6' INTO THE POURED CONCRETE, NO EMBEDMENT INTO
<br />STUCCO SMALL BE PERMITTED' 1/4- 0-20 SCREWS USED SMALL BE 1 1/2- LOW MINIMUM SHOULD STUCCO EXIST,
<br />(4) SATE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />IN AND I' MIMED FOR WALLS WITH NO STUCCO, AM WAY BE HEADED SCREW OR ALL TIWEAOED 3=0 W/o HEAD,
<br />WILL
<br />ENGINEER OF BE RESPONSIBLE FOR THE
<br />OFE01Mw
<br />BUT WIN WING RUTS.
<br />PROPER USE P FD O== AS A OVIANIATED ENGINEER TO THE
<br />P.EO. ENGINEEIk SMALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REMV.
<br />A.3) IN CASE THAT PRECAST STOME, PRECAST CONCRETE PANELS PAVERS Sn000 OR WOOD WW435 K MIND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS BALL BE LONG ENOUG14 TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS.
<br />(0) THIS P.E.D. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SMALL BE AS MENTIONED IN AA) AND IN A.2).
<br />ENGINEER OF RECORD THAT PREPARED T.
<br />(9) TO EXISTING CONCRETE BLOCK WALL ASTIM C-90:
<br />14, SHUTTER LABEL SMALL K LOCATED ON A READILY VISMSUE LOCATION AT STORM
<br />1/4* 0 TAPCON ANCHORS AS MANUFACTURED BY 1. T. W. BIALDEX. INC.
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.92 Or FLORIDA BUILDING CODE. ONE LAM
<br />&HALL K PLACED FOR EVERY OPENING LABELING TO COMPLY WITH SECTION 1709.9.3 OF THE
<br />I /4- 0 x ?Ar CALK -IN ANCHOR& AS MAIMILFACTURIED BY OEVAILT. INC.
<br />FLORIDA BUILDING CODE.
<br />1/4-0 X 3/4- SOLD-SEt ANCHORS. AS OISTRIKITED BY ALL POW SCREW. SORT 4: SPECALTY CO.
<br />114-1 0 PANIELMATE FEMALE 0 AND PAMID-VATIE PLUS ANCHORS, AS M~ACYURW BY ELCO "IN
<br />1/4' A ZAMAC WAIN ANCHORS. AS MAIRFACTURED BY OEWALT. INC.
<br />.............
<br />r
<br />BA) MINIMUM EMBEDMENT OF twcoN moom aco PAWILMATES AND ZAMAC MAIM ANCHOR'= L CEN
<br />FLORIDA BUILDING CODE (Mon High Visiceft zom)
<br />BLOCK UNIT SMALL BE 1 1/4'.
<br />cone
<br />9.2) CNA-01 & SOW -SET ANCHORS SMALL BE DABECCED 7/8' INTO THE CONCRETE BLOCK UNIT. NO %,44
<br />VA,
<br />7 03= mmm P& 24 CAGE GALVANIZED STEEL STORM PANEL OMAN W.
<br />STUCCO SMALL BE PERMITTED. 1/4'0-20 SCRINS USED SMALL BE 1 1/2- LONG MINIMUM SHOULD COST,
<br />AND I* MINIMUM FOR WALLS WITH NO STUCCO. STATE
<br />GLOM PROTWI1ON PWOUCTS, LW.
<br />8 3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BMW o
<br />VAAL TL 3M3$149")en4M 20-175
<br />EUSTING WALL. ANCHORS BALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND 0"Now-Hem,
<br />ANCHORAGE SMALL BE AS MENTIONED IN BA) AM IN 9.2)L NQNAL DAMON;, Nsok-00wis
<br />i -1 .- - 1- I=FLi
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<br />"MUM A&D. DESM ERMM RATING (p-jLfj AND CORRESPONDINQ +2/4 1/4. 34/5, 5/5 & 6/5 INSTALLATION DETAILS FOR REGULAR PANEL
<br />MMUM SW= PAMM MI mdm 00 scm=LrLL ONLY rag P&MRAR STORM IW/6. 21N/O. 3W/7 4W/7
<br />COMPONENTS FOR REGULAR, UFE SAFETY jk E-Z HANG STORM PANEL SYSTEMS r No ANCHORS CODE SCHICOULE OR F* K MAX- INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />(SCALE 1/2-l) PANEL INWAU7M INTO POURED CONCRM- CONCREM K= & WOOD (t) r'llm-7-'--- I• ML
<br />---1&12V MIAL WV"--- 2.1 sms ummgaj�� (I)rAMISI� AT Em 6 o --Jzwm Pam CONCRETE .___Brm POURED CONCRETE CIJ
<br />t no STITH TRAMM Im- a)- 0 & CORI
<br />----12" (EFFECTIVE r1or OR DA-0, 4 . -1--i-r r--rT r r -7-r-r-7-7-rr-- I- T OR CONCRETE BLOCK CONCRETE BLOCK
<br />CL 750 am mwm WITH TRACKS (b OR plaw MOUNTED AT EACH EW1* rT REQUIRED REQUIRED cli
<br />-.-$ c"')- 474'L' CONCRETE ANCHORS
<br />or MAXIMUM PANEL LENGTH MAXIMUM PANEL LENGTH (ISEE WHO" ON ME SCHEDULE ON
<br />OR -L-' (ft.) -L+- OR -L-- (ft.) SIIEEIS 9 THROUGH 10) SHEETS 0 THROUGH 10) Exenm POURED
<br />OR
<br />CONCRETE "LK
<br />3.3 ! 7. 1/4' REQUIRED. aa.-�'-" ro'
<br />MAXIMUMI A.". CONCRETE & vxm MAXIMUM AS& CONCRETE a WOOD I X
<br />MR. OEM IWALLAmo; t OEM t VA ---------- CONCRETE ANCHOR! P�'
<br />ok%*M= FEEL .2A w 04 PRESSURE Rum
<br />AMM A163 MP. I (+ -
<br />VAN so w L, C.J
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<br />-------------- W- -ALL 210 Ir
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<br />Jae imo lf*-r w-r Wf, I
<br />STORY PANEL Is �'7� - -
<br />PANES SMALL BE MMLO AUNINS UNBOLTED PANELS 901.7611 PAWLS /40-20wl* cn
<br />TRACK AINGLIE WITH STUD =0 -101-yar M SECMG AS<
<br />FROM LEFT 10 mw a/ 11r Is ON" HEADER -r_& M.S.wL WLT Nc
<br />AT 00 AT WT la OF PON& WILD to, 11 AS 4mo (SEE 45 91-01 Irl. 4SLo V,-I* r-7* SEPARAXION
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<br />.671,
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<br />EDGE
<br />O"S 0 - To 4E
<br />T TOP a" GALVANIZED Sao r-y- 01-2* EXISTING M Boom" v MON. � �Sw =m
<br />pAmms Be Lp 0 so.0 r-r s*-r me r_r 1-1. GLAS9-1 ON OW 3) PAMEL LENGTH I Q)
<br />J75' v
<br />r (SEE SCHEDULE SEPARAYKIM
<br />W/ mcamw EDGE P.Oft• sao r-.r r_r mo "L* Mm
<br />EDGE *OA5* To CLASS. PANEL LENGTH
<br />85.0 71-e r-1. CONCRETE ANCHORS om somax" (ur SCHEDULE
<br />13r -1> I i i ON IAI 1&0 r-51 Ir-11* (SEE SCHEDULE ON ON SHEET 3) _7 3) ON SHT 3) ci c"
<br />r a
<br />SHEETS 9 THROUGH
<br />5, 0 r-r I"
<br />L 11 - rMaX
<br />--PLe7W MIT 11-1. 6-7, 1 80LO -1w 8'-4* @ or® OF "V
<br />I r-1. 1-1. 80'a I* mam. @ 'A", WMMEk-'-- . $ no ?--w 6,-J, -1* /4. 3/4. 4/5. 5/5 0/0 1 V4
<br />OR 2/4 :�+ V OF 'v cz
<br />W/O. 2W/G. 3W/7 & 4W/7 /e.
<br />ISQMMM VIEW QEWL A Sao 01-0, 6'-r MAIL
<br />ROUNDED CORNER 0 ENDS OF PANELS Am, �ooa` mo 0 -1. r-o' (SEE SCHIDDLILE ON SHEETS 9. 10 411)
<br />END LIP W/ HEMMED EDGE. .125' ED. I
<br />Iwav s-s' T-11' TOLD 3*-r I I
<br />(N-T-S) sw
<br />DMA 1 REGULAR STORM PANEL 6) ELEVATION
<br />cmearmu 8'-r
<br />OF PANEL 10110 GAP 2-
<br />1 2 I/r 0'c
<br />F- lur CONCRETE OR APPLICABLE)'
<br />3 ?Wo9r Fmo 4040 9"w"Irlm BLOCK r ALLOY 115.0 V-r I i I . i I S.S. MAL W/ ON WOLOO. r
<br />it" Fmo
<br />.067, m HOLE WASHER OARAP -1 WHOLE MILLEY)
<br />3105-MI54 ALUM KEY N= AT PANEL SIX SHEET G FOR ADDITIONAL 110.8 1111.6 04tSEE.07r 11124' air -7-a F
<br />1 ummom W saw team a 1 1'. 4"'
<br />Aw ONLY MIND FOR INISIALLADOMS INTO I
<br />9 SLEEVE 2 1 Wm SWALICTUNCL meimm sEemAymm To wm SCHEDULE MAX GAP
<br />F /"'• NT-/1 LOCATION ME USED &Z2 WHEN OWING POURED CONCRETE
<br />OL ur- SECTION A -A PANELMJITE$ CONCRETE CLOCK
<br />wmo SPEED 4 170 -P. ALTERNATE COIM=W_; POURED CONCRETE REQUIRED.
<br />'tea O MM. LENGTH -111i -'�
<br />MAXIMUM I, WIND SPEED 170 ff4Lh N.T.S. ANCHORS CRETE BLOCK WOUFAID CONCRETE ARE USED.
<br />PANEL LENGTH
<br />"0.--- low (in) (SEE SCHEDULE ON ON
<br />.1or 2.000, UNRESTRAINED NMMWM L*NoteMp%%VWM (T=
<br />.125' mmm 94CEM 9 THROUGH 10) SMIEETS 6 THROUGH 10)
<br />l5411* (rep-)i 3D OR LESS 1. 6 1/4' D(I) L+: MMRW ALLOWASUE PANEL UUMPIN FOR A OWN POWK A DESIGN LOAD.
<br />L-: WAX. ALLOWABLE PANEL LENGTH FOR A GIVEN MIGNINE A&D. CUM LOW.
<br />O L 75W (2) PROCEDURE To womw MAXIMUM pwa Umft
<br />REV. -14- HEADER "U" 14EMER ; f. 31w To 00 1.• 7 Ilr 7 I/e
<br />I" Mo. TO r Ma.- 11 . -- . dWM A PONTINE A.M DEMW LOW. DETERMINE MAXIMUM FAMIL LENGTH FROM SCHOXAF-
<br />i -low. f;90 TO 145 1" 7 Ilr 7 1, am =:w oemvzmmrmm m " Few mm Few SCHEDULE.
<br />FINAL =j ICE N6tlIBYl orrommeEn mm umm BUILD;ma MOUNTIma w" WALL UWH�� MOUNT
<br />SIMM IN MAX KTOM 1L+1 me 1-1. SOME 3/M7 @ &M (a■J* TMCK @ PANIEL HAMM -4 (3) SEE SCHEDW BELOW FOR ML PANEL. LENGTH MR PORM,V OLIALIFICATICRL SCALE 3/8-1*
<br />0 t INSTALLATIONS MO WOOD ARE LOOKED 70 * 95 p..L MAX A.SD. KOM PRIDISLINE RATING ns 3=01 A -01 41 1 /A- MW I A MH
<br />IMEMN EM0,
<br />Ow• (USE ONLY FOR E-Z HANG WOW PANEL 1'S'X1x IIUXD� 0. 10 A 11 FOR M01. AS.O. LOADS At MAX AV41X LEMOM FOR
<br />1. 4".ID[.t�A 4� ---- "r TRACK Me" SPAM 49 a usm
<br />.31 .27S' ow SYSTEM) W53-TS ALUM. ALLOY DIRECT
<br />Tpp STUD
<br />MOUNT MEN)ER HEAVEN ARGUE TRACK
<br />No. 44167 FLORIDA BUILDING CODE (Nor, fth volooft Hu am Zenm`) FLORIDA BUILDING CODE (Non HIGH V*Iocl"ftty cone Zo FLORIDA BUILDING CODE (Won NIBh Velocfty HIM one Zone),
<br />2. + .125- .94-
<br />?,a MIN. 41 Cam ILUM mc- F.P.
<br />L ? I " 1. F.P. DOW MOUNT 3V 3r 3V 35' w w 44167 am lum Imc- 24 GAGE GALVANIZED STEEL STORM PANEL .44167 1 24 GW GALVANIZED STEEL lam PAW
<br />.Ow .12wr -- 24 USE G&VANIZED STEEL STORM PANEL BOOM Wh OFAM W-
<br />crYP.) 2w STATE OF 1.S`XI.5' SPUD ANGLE 35' 1. 3r 1. AS. 30' 36* a/V/Mw NM FOR OF SECTIONS,
<br />-- 1. 4r or GO" 11LIEC 0 'No. GLOUL ATE 01<�#
<br />GYA7/ZM ED. EI= OWA"
<br />MIN. 11LIECO.... cumL Pwmcnom PRODUCTS. LLC. mm. VAX -- TAw PROTECTION PRODUCTS. U.C.GLOBAL PROTECTION PRODUCTS, U.C.
<br />L am &AL 5 sow SA III vw (SEE SCHEDULE ON TOP & BOTTOM MOLMAIM CAN BE 4= Lot at 1111111,
<br />W�Ew -r we" m" SHEETS 9 COMBINED IN ANY WAY TO SUIT ANY 'MGM, BNMI� P- 333% I VAX "GAWE 3r )MR-mma. rom 20-175 78WL "L. 20-173
<br />P"m 3M4 20-173 3r w -". qq, RI.IN ..,a 'aaaa 'Wee CAME. n. =1 ID)
<br />@BUILD -OUT "F" BUILD -OUT *F* TRACK @ WASHEREQ WINGINUT IN= I W 1 32- 1 32' 1 36" 1 W Sr W "w=Am-4- =-7 INSTALLATION. Wx.-. ORam He
<br />iAP, 06-amis am!
<br />441 f=9 4 nwm in '4
<br />WMAC 3 Mi" PIL opt/MOPVMOK/M N=A. In T.WA 11`1 tris'14 '4410' IOU 4 w Me
<br />TRACK ANGLL N.I '. Ps.
<br />"m CONCRIETE
<br />DO LOCATION
<br />SONEVULE Is 9 THROUGH!ON 10)
<br />LED
<br />mism POURED
<br />LOCANION
<br />CONCRETE ANCHORS
<br />m SCHEDULE ON
<br />ONCRETE
<br />SWEI 9 THROUGH I
<br />W#0Hw HOW
<br />1/4'
<br />�•.mx• CONCRETE ANCHORS
<br />aucw 'Na tKNEN Ge
<br />/4*
<br />MAX.
<br />M SCHEDULE ON
<br />SHEETS 9 THROUGH 1G)!
<br />PANEL U
<br />(SEE KH
<br />ON SHE
<br />10
<br />man.
<br />SEPARMION
<br />MR SAM
<br />(1) & saw
<br />SEPARATION TO MA35
<br />-t- Mae. SEE SCHEDULE
<br />TO MINSIL
<br />(SEC SCHEDULE
<br />I ON SHEET 3)
<br />ON SIRE
<br />9 & 10
<br />SPACER
<br />PANEL LOWN
<br />6:w
<br />owpot 1.4,
<br />(SEES cHemE
<br />ON SHEET 3) 1
<br />1
<br />MAIL LENGTH
<br />(SEE somcom
<br />04RAMON
<br />(SEE ScIaml
<br />ON smErr 3)
<br />"V
<br />OF V I
<br />OF
<br />MAX.
<br />MAX
<br />SPACOt- LE
<br />NGTH
<br />OF "v
<br />MAX
<br />L
<br />CONCRETE
<br />-We CONCRETE ANCHORS
<br />(SEE SCHEDULE
<br />SWEIS 9 1
<br />LO
<br />(SEE SCHEDULE On
<br />to
<br />SHEM 9 THROUGH 1
<br />9
<br />2 Ils- LOW
<br />-___j
<br />MAX ALUMINUM
<br />rE
<br />D
<br />OF WALL OR SLAB
<br />SPACERS 0 6 1/4- D.C. VA FOR
<br />10
<br />POUM
<br />CONCRETE BLOCK
<br />CONCRETE
<br />msym POURED, CONCRETE
<br />ALL DESIGN LOAN AND PANEL
<br />LENGTHS PER SETT I
<br />CONCRETE ANCNM-/ i
<br />REAMED.
<br />OR CONCRETE BLOCK
<br />AEOUIRED.
<br />- SPACERS 0
<br />-19 'Mr
<br />(SEE SCHEDULE ON
<br />"; V (SEE TABLE f I ON
<br />am" I THROUGH 0)
<br />I
<br />SHEETS 2 & 10.)
<br />CEILNG "D am moutmNa 091,1111ING
<br />WALL MOUNMG
<br />12 IWNT W PACERS IS OR I&
<br />SECTION 6
<br />SCALE 3/a.1-
<br />O. 44167
<br />24 OW G&VANIZED STEEL MOM PANEL
<br />OF
<br />11LIECO.
<br />WIM& PRONCTW Pf,004m LLB .
<br />OWL
<br />'SIOATIJIDV'
<br />4M LW. 0 SWM
<br />am
<br />q.,30
<br />20-175
<br />INSTALLATION DETAILS EQR REGULAR PANEL (1
<br />INTO WOOD STRUCTURES
<br />T T-,,, V'r-T7 min.
<br />f
<br />WOW ANCHORS TO GLAMM.-
<br />-r SEE BeHOM ON i--(SM SCHEDULE
<br />ON SHEET 3)
<br />L
<br />.1.
<br />a -
<br />PANEL UDQTH
<br />WOOD W49R WOOD ANCHORS
<br />REQUIRED (SEE SCHEDULE ON ON SWEET
<br />1/4' SHEET 11) SPACISR le
<br />MAX SL
<br />SPACER
<br />LENGTH 1 MAX
<br />w w1mL ED
<br />Man.
<br />ED
<br />A--
<br />J
<br />L -@I* MAX. LONG ALLMINUM SPACERS 0 12 1/2"
<br />O.C. (SEE TAKE It ON SHEET 11.)
<br />NOTE - INFLOW
<br />SEE 1. UMITATIONS FOR
<br />v MAX. AWL I Ilr LONG survm.
<br />To
<br />PANEL
<br />III LENGTH J34M
<br />SCHEOULE 1 (SEE SoMEDL&E Cm SCHEDULE Lj
<br />i ON SHEET S) I I PAMEL NATE FEMALE 0 OR PANEL MAN
<br />ON SHEET 3) ON SHEET 3)
<br />PLUS (SEE SCHEDULE ON SW I I)
<br />i f
<br />mim L.
<br />jV
<br />I wamH am ram")a To GLASS. P2.4 WOOD
<br />LATE RED
<br />GLASS
<br />ON SHEET 3) i DIRECT MOUNT W/ SPACER
<br />ALTERNATIVE 2Vr
<br />ft SCALE 3/11-1,
<br />2 0 12 1/2- D.C. SEE TABLE it ON SEES 11 FOR MAX. PANEL LENGTHS At
<br />MAX. ALSO DESIGN LOADS FOR THIS INSTALLATION.
<br />ED N
<br />N
<br />Eb
<br />WOOD ANCHOR!;
<br />--A STAGGIVIED W/ stuc
<br />N em scMmDuLE ON SPOM IM, WIN WE 1 Ilr LOW F.-
<br />SHEET ONE
<br />L (1) kSTALLIMM a Umm *ALM= M" Ir-v
<br />U4 wx wm New NNW 111 A $Wnpl=N "m ANY
<br />2'.4-
<br />KUM moment CUM Y memo ON saw III,
<br />PIATE
<br />I;WL MOWN To am "X4* WOOD
<br />STAGGE1 OW 3 MW BE MPM V 1/4- AS 0 ANINVIS =4 INN CWMW Sh "ft WE MM 111 04
<br />REOUNIED
<br />(SEE SCHEDULE LOW AlTHE AMMONIA AM ON
<br />SHEET If) COMPLAD am
<br />(1) memmum An on" PmvauIe
<br />sum a +ft -0 P^L (3) VAX 24 UK POOL MONTH 6 UNITED 10 w AT ANY awA
<br />5 A IMXCM FROM MM FOAM LOW= ^AM ON
<br />(2) max" WOW pan om WON 0 WALL MWIM LIIOUNT smaxam m11).
<br />ING DIREF
<br />6
<br />ALTEFXATM 2W (4)1 Iff um VKW TrM
<br />X" mout" SCALE 3/a-I" SHED L BOULLAIM x =2= um ITS ONLY at
<br />ALTERNATIVE 1W WILD FOR WIND Mn 1. 2 AID 3 At ODOM W AM
<br />9-"" NO THE 2M (NIPcomo or THE nom
<br />SCALE 3/6-1- (4) NPKLMW WAAD ORLY PON MO
<br />mm 1. 1 A, 3 pin ANN a
<br />% FLORIDA BUILDING CODE (Non _fth ve�wffftyNMrlioono Zone)
<br />NOTE FOR t INSTALLATION ARE ONLY VALID FOR MAX, A.S.D. Go= ILUM INC.
<br />NO. 44167 24 CAGE GALVANIZED STEEL S70RM PANEL
<br />DESIGN PRESSURE RATING (p.a.f) AND PANEL LENGTHS DUN W.
<br />TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHIM 3 (EXCEPT FOR
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) STATE GUML PROTECTION PRODUCTS. LLC.YWO
<br />111A1EC0,N7--\
<br />•10
<br />INSTALLATION. 4m sm. at snw -
<br />1
<br />2. MR MIEW WOOD FRAME CONSTRUCTION: WOOD -Z r a- am FL 333`4
<br />.. ...... PWW. oxwOus-raw Awe (NOW-Im 20 -173
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECInC
<br />lft. UNIONS, 0*
<br />DENSITY OF 0.55 OR EQUAL a-1 m ism
<br />i =& F
<br />WILLS U px_ m9
<br />INSTALLATION DETAILS FOR REGULAR PANEL nwNT0 WOOD
<br />ALTERNATE Um
<br />4'Ar (Wj ISiSlING
<br />INEAM '0QUIRED EXRLL!;�
<br />ADEMACY OF EXISTING WOOD
<br />BEAU
<br />EAM TO BE
<br />'C=EI it
<br />EC40M ENGINEER OR
<br />ARCHITECT PRIOR TO 3MUTTLR
<br />INSTALLATION. ANCHORS ALTERNATE W=00 I' Win
<br />-- r-SCMEDULE ON (SEESCHEDULE ON
<br />MEET 11)
<br />/r
<br />Olt
<br />MAX. WOOD
<br />REQUIRED
<br />-1Wr- a 1/4' O.C.
<br />I X ANCHM
<br />(SEE SCHEDULE ON
<br />S(SEE
<br />ON SHEXT 3) so he" SEPNo~ To GLASS. 1/41-1. v I mix
<br />r" summu ON SHEET 3) PANEL
<br />LENGTH
<br />SCHEDULE
<br />PANEL LENGTH (GIN SHEET 3)
<br />(SEE 50*DULE
<br />ON %w 3)
<br />1
<br />OF
<br />OF 'V a 1 MAX
<br />MAX.
<br />41, 12 1/2- O.C.
<br />HIMS W79
<br />=Fllh•
<br />"XISI WOOD
<br />OO PIA19-
<br />REOUIWD 2-or WO
<br />REQUIRED •-.-Vw moon
<br />WOOD ANCHM (SEE SCHEDULE ON
<br />(SEE SCHON
<br />SLEET 11)
<br />SHEET 11)EDULE
<br />L--2- 91-
<br />amm A LTEA RNmounkc BUILD-gxffrIImNG
<br />M ALTERMT4W IAIN
<br />7 or aNse
<br />AM .
<br />ME FOR COMBINATION OF SECTIONS: NO44167s FLORIDA BUILDING OWE (Man 11k2h VM*Cftft *one zoned
<br />1, INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D.
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATW (p.w.f) MO PANEL LENGTHS 440100 MIT= mc- U UK GALVANIZED STEM STORM PANEL F.A.
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 STATEOF avm W.
<br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTIOM WOOD •"to
<br />0 gut. OLOSAL PR07ECTM PRODUCTS. UC.
<br />MEMBERS 70 BE SOUTHERN PINE No 2. W/ SPECIFIC ..... 11L EC am tv. 5 on= am
<br />DENSITY OF OM OR EQUAL.
<br />"n MMM WML FL 33314
<br />�a a FAM (Lao 20-175
<br />1-1- "NewAR sweem Nr-
<br />FR9 ' 1 Oman 7 a To
<br />cu
<br />0
<br />L-
<br />ca-
<br />0-
<br />a<
<br />(D
<br />CIO
<br />0
<br />L-
<br />CL
<br />0
<br />(D
<br />U)
<br />cu
<br />co
<br />LLJ
<br />z
<br />SHEET NO.
<br />SH 1.3
<br />�
<br />
|