|
ANC14ORS (SEE SECTIONS ON SMETS 17, 1& 49 & 20) --- - -
<br />3: w1w 307. 411/0, WIS. sm/it
<br />I -mm� f* SAWIS. ?A*/it A SAW/20 - MM/ge
<br />D.M.w U4-
<br />0 0 0 0 0 0 0
<br />7, j!
<br />3' MAX-
<br />I' WIN. I
<br />01 A@
<br />C
<br />uri sAFT, 31,00 PxqvL
<br />F
<br />A
<br />3r., PANEL LENGTH
<br />W/7/1
<br />I WAS RUT IN (SEE SCHEDULE)
<br />VA74AP
<br />4�
<br />.... ..... - ------ ------- ........ 1 E.
<br />nomm. wmm Comm
<br />MeL
<br />t* 411/17. w/la,
<br />WLI 6010/19. 7AXIIII I OW120 )IW/ti A WN/20
<br />ANCHOR$ (SEE SECTIONS ON SHEETS 17, 10. 19 20)-
<br />QFIIQN #2 EQR UEE SAFETY SIQRM FANELa LEVATION
<br />SCALE 3/16--l- /r WILL. alp
<br />immir 01) OR 0
<br />S CTION A -A
<br />"" 3/te-,
<br />M01MUNI K&D.
<br />Max. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />RATING (P.S.Q
<br />L (ft.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />1
<br />CONDITION
<br />1
<br />+55.0. -72.0
<br />El. -a.
<br />1 2 3/4-
<br />UNBOLTED I
<br />INSTALLATION DETAILS FOR QP110N #2 EQR UFE SAFETY SIQRM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLQCK STRUCTURES
<br />1/4, INACON ANCHOMS -1/4* TAINCON MC"M I TAPOON ANCHcAS
<br />0 -- 4,(4' INAM A4011CAS
<br />2* D.C. 9* 9C. 00. OC
<br />POURED POURED CONCRETE Poliew CONCRETE POURED CONCRI
<br />OR CONCRETE
<br />OR COW -AM OR C09CAM
<br />4ACCX REQUIRED BLOCK AFOLARED .1 OLOck RECLAIM BLOCK ACQUIRED
<br />FC:_
<br />t 114' /4'
<br />Vw_
<br />LO.......................... EO DR
<br />CONT
<br />I AT
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<br />allows 5m
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<br />32i4,sls. WS, W/
<br />NUT WASHER VA14 OUT WASHER
<br />12 1/2- CX
<br />V32 *114 An 1/32' WIND (BEYOND)
<br />WASHER 0 12 /2" O.C� `.r*111150i (INEYON(l) - WCON ANCHM
<br />TAPCDN ANCHORS,
<br />-6 4 1/2* OX W4* TAPICON ANCHORS "CON
<br />4 111 OG, 4 1/2- O.C, --=ft
<br />(SrAocan W/ mm) (STAGOO" W/ STUD) 4 I1r O.0
<br />POURED CONCRETE FIGURED CONCRETE
<br />OR CONORM BLOCK OR CONCRETE ALOCK
<br />mc&�=. OR CONCRETE SLIDCH POURED CONCRETE
<br />MOURNED ACQUIRED REQUIRED W.OVM
<br />WWI All ATION ft" WMINT11MG: INSrN"TION WALL mwvnma MWAM W" WOUtMU9 IWALLATION
<br />a EL UM29MMFL a A�LEL v_Umz"jmR5%m
<br />scAUE SX.,. SCALE 5/9'-T' SCALE 3/3*�I' SCALE 311r.T"
<br />STE SHM III, a SO ft* ANCwWS TYPE a NXHM Tat
<br />SPACING FDA INSTALLATIONS Will AM APCOA
<br />Rum OUL04 mmPWA Oman 01) s
<br />UPOW.M ANCHOR SPACP" NO UNWA E N!S
<br />reerameer
<br />vDar INSTANCE #M WRICATED 04 THIS
<br />SCHUXALE To EA LESS THAN 0411 ON W.AW,l FLORIDA BUILDWG CODE (High Velocity Bur [cant Zone)
<br />SCHONAE mm SHOWN am NO 41
<br />W)LVL"4 SPACING SCHEDULE AMOL U as OWASSO 20 UM CALVMUD STEEL STORM PANEL FIT
<br />By THE MUDOC FOCVM FOR THIS OMAN BY.
<br />Opawrow TO BE POSSIBLE R[bU= 1 36
<br />SPACWG CBVMM US*4 FACTOR SHNAL ACT Sj TEZ
<br />sl GLOBAL PRoTEcnoN mI Lw.
<br />FOR CAW ANCHOR rYPf ON THS Sa"AL t , Z 11LIEC
<br />RE USS THAN 000" INIACW ING"HOD i/r
<br />am
<br />_0 WME_ P, =14
<br />v;, � Ne MCNI " -10,14. FW (OWNW-47IF? 20-176
<br />-00 --- AIT aw wr,�, , - -.I
<br />-41 WwT --,. I m
<br />I= 4.. Pt
<br />.147 1 - I - I - SNM,7
<br />INUAURI QUAILS
<br />INIQ EXISTING
<br />TAPGON ANCHDRS
<br />EQR
<br />PQUEE12
<br />MON #2 FOR UEE SAFETY
<br />GONCREIE Q8 CONCRETE ROCK
<br />�.* TAFCON
<br />O.0
<br />SIORM
<br />SIBUCTURES
<br />ANICTIORS
<br />PANEL SMEM
<br />POURED CONCRE'l
<br />OR CONCRETE BLOCK
<br />POURED CONCRETE
<br />OR CONCAM qLW
<br />REQUIRED
<br />VS.
<br />1/4'
<br />IRA ,
<br />WWNPAWPOA.
<br />19
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<br />FAMELMATE PUJS A/
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<br />411,4.-O'll
<br />13r AND NO WASHIP
<br />1;43/32,
<br />at
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<br />OR CORI ISLOCK
<br />REOU""
<br />WAUA MQUO RMUL&M
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<br />2 Ug" PMEL
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<br />SCAU 31fr.1,
<br />SEE OW " A 90 FDA ANCHORS TYPE
<br />now TAPE
<br />_0411kilikir
<br />PULS,
<br />SPACW. FDA onrA�r4" NM wm
<br />MAIL Mo" 0.04 00
<br />3
<br />2
<br />ROME WJLDW
<br />490" AND" SP*40= AND mkww
<br />EWE OSTANCE AM WINGATED ON THIS
<br />_T
<br />SCHEDI IN ED LESS THAN WDICATED ON
<br />SCHEDULE RMLrA ANCHOR SFW:WC BY
<br />Kkifty" SPACIA; 940" ON SCHODUUT
<br />ACKAL CA ONCE NO*
<br />Now
<br />BY FIAT FOLLOWING FACTORIL FOR I-
<br />OPULAVION 10 K PM� REDUCED
<br />Js
<br />SPACNIG CITTAINER LAING FACTIGO SMALL HIM
<br />BE LESS THAN Mookm SPAM NDOWTED
<br />FOR MICH ANCHOR TVIIr OH TINS SONFIX&I
<br />1 3 yr
<br />/6� �J!y,
<br />No. 44167
<br />LLWM_A�
<br />WHOM I.Mm W PIP
<br />20 "CE 0XVIIINIZED STEEL STORM PANEL D&NO ar
<br />GLOBAL PROTECTIM PROOlJCM U.C.
<br />LIECOsmic. AWQ se, M SAW
<br />CAME- A- =14
<br />w PHOW-- (MANIS-rAl. FAX (w)mNl-m7 20-176
<br />INSTALLATION QUAILS FOR 009H #2 EOR UEE SAFETY MRM FANEL SYSTEM INSTALLATION QETAILS FOR OPTION B FOR LIFE SAFEN STORM PANEL SYSTEM Gags&_fi=_ VALMD E-Z WHIM STOW PAIQ SMEM
<br />INTO EXISTING WOOD SIRUCIURES INTQ EXISTINQ W_Q0Q STRUCTURES I E-Z 404 STORM PAWL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P,E-D.) HAS BEEN VERIFIED FOR COMPLIANCE IN 0 4) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMAIE FEMALE TO PAWLIJAI PLUS INTIO CONCRETE
<br />7 ACCORDANCE *44 74 2020 (7th WITION) Of THE FLORIDA BUILDING CODE OLD" SHALL BE 1 1/4-
<br />T
<br />IT'
<br />FOR A "RD SPEED AS REQUIRED ON 74E JURISDICTION WHERE THESE SHUTTERS WILL BE NO EM
<br />FOR THE MV
<br />;�40
<br />1w HEADER
<br />A DAKCTX*AUrY FACTOR Ka-045, USING ASCE 7-16 AND $HALL NOT EXCEED 1/4, 20 SS SIDEWALK DOITS USED SHN1. BE LONG ENOUGH(SHOULD ANY FMSH LATERAL EMT) TO
<br />IlEOVATIEV, DESIGN PRESSURE PATING111 INDICATED ON SMEETS 23 0-
<br />IT 26.
<br />1/4'9 TAPCON 0 5* O.C. 1/4*0 TAKON 0 BY O.0 IN ORM TO VERIFY THE AZOVE OWDITION. ULTIMATE DESIG WIND LOADS DETERMINED PER ASCE 7-16 3/4' INTO ANCHORS.
<br />HEADER
<br />/4�1;000 I OC -,IT C N
<br />THWAM
<br />WIND WAL BE FIRST REDUCED TO A_SO� DES" WIND LOADS AN MULTIPLYING THEM BY M6 IN ORDER To B-3) 04 CASE THAT PRECAST STONL 00 PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,
<br />AT WOOD TO COMPARE THESE *1 MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SWEETS 25 26, ANCHM SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTLWIF BEHIND SUCH PAWLS. AND40RACE
<br />TOW
<br />PEIXTAA
<br />HEADER
<br />HEADER 5 WAM Mo" HEADER
<br />S4AkL BE AS MENTIONED IN 8,1) AND IN 9.2).
<br />A IN CAM TO VERIFY 7HWT COMPONENTS AND ANCHORS ON THIS P,E.D. AS TES'fED WERE NOT OVER STRESSED, A 3111 INCREASE
<br />11'2- IN ALLOWALAILE STRESS FOR WIND LOADS WAS WM USED IN THEM ANALYSIS FASTENERS SPAC4NG TO WOOD HAS BEEN
<br />.0 mot ell m"
<br />'AI 1/2
<br />'1/2' 1/4- /2, 1/4- 'Ir 1/4
<br />I - �L_ , , 4
<br />1/v DETERMINED AN ACCORDANCE WITH N.O.S. 2015 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMERDAnONS AND SPECIFICATIONS OF THE AK++OR'S
<br />M p MANUFACTURER.
<br />2' 2 7" f SVIDRM PANEL'S ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION
<br />2 HEADER wow HEADER 1626 OF
<br />REOUWD Mr.
<br />!_4 wh.
<br />MITI REQUIRED -201, 11 IT SHAU, BE THE RESPONSIBILITY OF THE CONTRA" TO VERIFY THE SOUNDMESS Of Tl4E STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203. Is TO BE ATTACHED 10 INSUIDE PROPER ANCHORAGE THIS SHUTTER SHk1 ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />THE ABOVE MENTIONED COVE AS PER FENESTRATION TESTNC LASORATORTY. tNC- REPORT 1 2032, AS PROTOCOLS TAS
<br />41n. I& OR WOOD FRAME BUILDINGS,
<br />L_ I : I I _ - - 2 THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE Or THE OPEWIWI ACCMING INE OFIENING FROM THE
<br />INSIDE W/O THE USE OF A LADDIER DR Lill -1415 APPLICATION IS VALID WHEN MSTALLAT40N 15 INTENDED TO 81 PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/C"K ALL SHUTTER COMPONENT ODES WHICH REMAIN IN COWINUOUIS
<br />FROM T14E INSIDE OF STRUCOM, CONTACT WITH THE EILPLOANG TO PREVENT WWDIWM INTRUSION CAULK AND SM SHUTTER TRICKS ALI_ AROUND f`ULJ.
<br />61*4 ldx,� ENGTH
<br />TO GLAIN 3. SERIES 1000 INSTALLATION IS APPOCABLE TO SINGLE AW DOME RUNG STVU MNDOWS WEN MISTALLATION IS REQUIRED ?0 BE
<br />TO GASS
<br />Me. 13 SfORM PANEL INSTALLATION SIMILL COMPLY WTIN SPE43 INDICATED IN ImS uAINRING mus Aw swimilmo AND ION.Ala
<br />M.Mm Ou
<br />PAW, LENGTH PANEL LENGTH
<br />(SEt NOTE I 9CLOWi Om SHM I* (SEE NOTE I MOW) SWIF, 19) v N_ Ok S.0 103 PERFORMED FROM THE MDDE Or STRUCTURE
<br />PANEL LENCTIA REGULATIONS PROVIDED W THE JU4WCTKM WHERE PERMIT IS APPLIED To,
<br />N) PANEL LENGTH MIT, sup -Alms, M.. Me, 4. SERIES 200D INSTALAATION 15 APPLICABLE TO SINGLE AND DOME HUNG AND HOR117ONTA, SLOEATS STYLE WINDOWS WHEN
<br />(SEE MOTIF I KI GLASS TO flum (SEE NOTE I WOW) r M QLAM t4 ATRIUIA WINDOWS AMC DOM. 04C. E - Z MANG STORM PANIO. SYVEM- IS PAWff 00
<br />t Im SOISMAJI, (SEE SO*v1q1 (SEE NOTE I BELOW)
<br />GLASS TV WASW - IT_ .- I PANEL LENGTH PAN" LENGTH INSTAILLATION IS REWITED TO BE PERFORMED FROM THE INSIDE OF STMXTURE.
<br />Txw 10) 1 14) EXISTING (SEE NOTE I BELOW) 1/4-2111;
<br />SS __j ON SHE" * 5- ALL ALUMINUIA EXTRUSIONS TO RE 6063-T6 NJ" AND TEMPER (UNUMS OTHERWrE NOTED) 15 0) THIS PRODUCT tVALLMITION DOCUMENT (PE.D.) PREPARED BY VMS ENGINEER IS GIEWFK AM OM NOT PROVIDE
<br />S 7/8. . 3/32 Z. . 3 WI INFORMATION FOR A SITE SPECIFIC PROACTz i *, WHERE Tilt SITE CONDITIONS DEMATE FROM THE P1_E.O
<br />7/5'0 CLASS &S . /32
<br />AM ZT3/32 WING NUT 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3101 ALLDY.
<br />(b) CONTRACTOR 0 K RESPONS18111 FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />NUT 7. AU STEEL SHEET METAL PANELS SHALL -LWE STRUCTURAL DUALITY STEZ!L_ ASTM A-653 CRADE 50 MIT, GALVANIZED STEEL THIS PRODUCT BASED ON THIS PIA), PROVIDED Ht/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />1/4*0 THIS DOWM04T CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPO"I
<br />DESIGNATION W/Fy- 58 5 "1 (AFTER ROUJMJ.
<br />A, c, 7 1
<br />W/1 I
<br />WIN. T14READED 1 8 ALL SCRIEWS 10 RE STAMM STEEL 304 DR 316 AISI, SERIES OR CORROSION RESISTANT COATITZ CARBON STEEL AS PER DIN I-) THIS PRODUCT ENAUATON DOCUMENT WILL BE CONSIDERED ONAUD IF MODtnED,
<br />PENETRATION
<br />MORON OF APT 50019 W1 50 W YIELD STRENGTH AND 90 ks; TENSILE STRENGTH S441L COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4
<br />LAX�
<br />(d) SITE SPECIFIC PROJECTS SKAL. BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH II
<br />[-(a) lo 0. BOLTS TO BE ASTIA A-307 GALVANIZED STEEL. OR AISI 304 SERI" STAINLESS STEEL, WITH 36 0, MINIMUM YIDTO STRENGTH, BECOME TW ENG09ER OF RECORD tt,O.R�) FOR THE PROJECT AND WHO WILL BE RESPONSME IOR THE PROPER
<br />USE OF THE P.E.D. ENGINEER OF *EtORD, ACTING AS A DELEGATED ENGINEER TO THE PE-0. MWER. 9-LALL
<br />DMI 10 A1WROfTS TO WALL SMALL BE AS FOLLOWS: SUBMIT TO THIS LATPER THE SITE SPECIFIC DRAWRIGS MR REVIEW
<br />CO. FlUrn _1___1 (A) LOW= (o) THIS v E-M SHAU EFEAR WE DATE AND ORIGINAL SEAL AND sourum OF THE PROFESSIONAL eNDW-Em or
<br />RECORD THAT PREPARED IT
<br />1E,
<br />to 1/4*0 TAFTCON ANCHORS AS MANUFACTURED fff IT W BVILDEX, ING (MIN, f'C-3192 Owl.)
<br />71
<br />1/4- 0 A 7/1- CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT PIC- (MAL J`cum PQ
<br />Gain 7/111 WING NUT WIT
<br />f
<br />Ea 114`10-2w/lms MS. W/ 10 STORM PAWL MANIJIFACTIJAERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />S us W/
<br />7 21.
<br />CONT /:::X3 WHO, 014-10 PANIELMATE FEMALE 10 & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS, ACCORDANCE WrTH SECTION 1109.9,3 OF FLORIDA BUILDING CCU. ONE LASKI SHAU. 13E PLACED FOR EVERY OPENING,
<br />"No NUT 3/32" Am WASHEA/0 2 11r Oc ED P.,I) LABELLING TO COMPLY WITH SECIRW 17099.2 Or THE FLORMA SULDING CODE
<br />SHER (KDNO)
<br />/2' 04 WASNE, (KYM)
<br />VIVIAPOO: 0 a, Ox 1/4'10 TAPCON 0 C G-C. A. I) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO FIGURED CONCRETE SHALL. St 1 3/4' AND 2- FOR PANEWATE
<br />'a ADO 3/32' VIM No
<br />I I r MW. THREADED I:: I WASHER 0 OlEYONG)
<br />;NAGI 7/1111 3/32' VANG KIT
<br />A, 4 SM) AT MOMT. 21.-1 WOOLD PLATE WAS4ER A, 6 114' CC. 2YW4' WOW PLATE FEMALE 0 & PAWLMATE PLUS.
<br />I REQUIRED
<br />THAEADW I/ OF PL47E REQUIRED I
<br />WVMDTH "ENDED WOOD PLATE I I I! I -IN ANCHORS SHALL Of IS 7/4- INTO CONCRETE. NO E"CDKW INTO
<br />_1�4;FVW PLAI I A2) MINIMUM EMBEDMENT OF 1/4'0 X 7/8* CALX
<br />OF PLATE Or PLATE 914-10 PANEUAKTE Ft IT' ANY FINISH MATERIAL $HALI. BE PERMFTED
<br />PLATE
<br />PlAIT 0 5 114- OX� 0
<br />gig AM ANCHORS. "fit"
<br />WALL ATION WALL WONG INnALLAIM LAN
<br />49;ZOD "LL Mgm im WALL LICILINT11111110 IWAI I ATION MIN T) 1/4 -20 SS SIDEWALK DOLTS USED SMALL BE LONG ENClUGH(SHOULD ANY FINISH MATERIAL "LET) TO ENGAGE 3/4
<br />k7aa 7AW KRG I WAM %F *1 AT MIOARRH OF PLATE k
<br />ANEL A
<br />TE U W W P
<br />WALE 3/8-1 ARM Za -3) 44 CASE THAT PRECAST STONE PRECAST CONCRETE PAWLS, OR PAVERS BE FOUND ON TIC VUSTPIG WALL OR
<br />&W WALL INSTALLATION WALL 1110UNTRI113 IHSJMWON FLOM
<br />0 RIEGLILAR PANE a L*T �_p EL SCAM sx. I - SMALL
<br />ANCOORS SHALL. BE LONG ENO" TO REACH THE MAIN STRUCTURE 904IND SUCH PANELS. ANCHORAGE
<br />L vol!"110 WE MW too I K AS'MENTINED IN Xl) AND IN &2).
<br />scla SCALE 3/111-1* UrE SAFETY PANEL No. 44167
<br />Q REWLAR PANDW ...... AL A
<br />SCALE E SCALE 3/8--1
<br />FLORIDA BUILDING CODE Lfth Velocity Hur one Zone)
<br />FLORIDA BUILDIRO CODE (High Velocity Our ITS
<br />I PSVAUAIlONS Aft ONLY IIALO FOR BUILDINGS WITH AISX. DESIGN LOI FLORIDA BUILDING CODE (High Velaccity His one Zone) --Ile TAPCON ANCHORS AS MANUFACTURED BY I I I BURMIT. INC mum M.
<br />am, No 44157 Wom XTIZO. We FP I^ A X 7/8' CAUK-04 ANCHORS AS ININUFACTURED By DEWALT kkC (C-1500 P.J.)
<br />Lip to S&S, -120 PSF AM PANECS LENGTH UP To V-r 20 CAM GALVAMZED STEEL STORM PANEL 0 fit.
<br />%0.4167 am mKNXk To 20 UM "LVANIZED STEEL SIORM PANEL
<br />20 UK GALVANIIZED STEEL STORM PANEL DRAW w. I INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AISD DESIGN U)AOS DRINK ft $14-1 PANELMATE FEMALE 10 ANO'PANEUOTE PLUS ANI AS MANUFACTURED BY =0 CONSTRUCTION
<br />i 1. IVAL
<br />2 FOR We WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN z PRODUCTS W-207II P�01)
<br />PNE NO, 2. W/ SPECIFIC DENSITY Or 0.55 OR [OVAL UP M +55.!l. -72.0 PSF AND PMECS LES014 UP TO W-11" 4T 01/m/Un
<br />el s Alt GLOBAL PROTECM PROWCTS. LLC. CAM C Pmxxl% Uc.
<br />GLOBAL PROTECTION PRODUCTS, U.C. lk -V�-
<br />SOL 11e 5 snw S.W. SI STRW
<br />Z POP, We WOOD FRAME CONSTRUCTION: WOCO MEMBERS TO BE SOUTHERN IL E GLOBAL PROTECT"
<br />IILIECO,...� FL 33J14
<br />= &.1 S, SIMM OR%'
<br />IMML FL 3", FTW NO� 2. W/ SPEtfr. DENSITY Of 0.55 OR COLIAL 1009� Fl. 3351 U-Ja 20-
<br />H'aw
<br />OW. 20-176 CSS, 2 1.0"NE ("AMN,744k 20-176 1. IN. "A"L FAX (tU)M-NW
<br />"'f4i6 -:m- i We AWAAW,
<br />N'. - 001.1-AW, AWPWA I We COMPAQ w PL 19
<br />ILL OMNI A& RIM C,
<br />SKINATUAk1wr "LI'm A ?w 0.. FIX
<br />15.1w (Tom WIM)
<br />- 12.500* (EFFECTIVE WIDTH)
<br />-7
<br />-_6 1/4'
<br />px
<br />�47pll Aw
<br />Ty
<br />DOW IN THICK
<br />HEAHEO
<br />GUYA04ZO STEEL
<br />rM AM A-su
<br />EDGE
<br />4 1MMM )RACE 50 MINIMUM
<br />EM
<br />-1-WAN. A 4IL&
<br />t- -- -------
<br />-1 3SO
<br />STORM PME
<br />-2470"
<br />REVERSED *h' TRACK
<br />"NEL's END UP
<br />W/ HEMMED EDGE yl
<br />X� *OGr
<br />4
<br />?
<br />13.2so'
<br />In"
<br />X/7
<br />4
<br />139MMIC WEW DEWL A
<br />ROUNDED CORNER 0 ENDS OF PANELS
<br />END UP W/ HEMMED EDGE
<br />1000'
<br />750-
<br />(N�Ts)
<br />I
<br />U
<br />-701 - J
<br />60151-TS Alum. ALLOY
<br />*..-`
<br />A
<br />760,
<br />----------
<br />.44167
<br />FU
<br />I'm "'I'm PIC
<br />TE OF
<br />3, war.
<br />3*x3.*(Mjmx.) AWM. ANIGLE STOP BAR 11LIECO...
<br />I I" LONG NA
<br />* � bbioAw
<br />6M-T5 AII ALLOY Alex.
<br />-2-591*- 9-
<br />ITS.
<br />TFIL
<br />1 44,
<br />REMERNO *U* Imll:
<br />12!:
<br />2-
<br />125'
<br />2'x5*4M2x,) ALWA, ANGLE
<br />PANEL) Srfe=T
<br />SEE NOTE 2. 3, 4 MCA*
<br />Fxms I
<br />04" A,
<br />40 X
<br />t
<br />SEE NOTE 4 BELOW MR CONCRETE: 400"Ofts, Sm 3�
<br />U.
<br />-SCACKU ON ITALY 25, MR WOOD SCUW-,.
<br />Sa SECTIONS ON smw 26
<br />3 OR (1) A/ OR *I - (72) PANEL (D TO ME 06TAULD AT EM."
<br />TYPICAL EUNAMN EQR 2 RIAR SMALL ALWAYS K =T9
<br />IF PIT
<br />E-Z HMQ MM PANEL =TPSE IUJED FROM
<br />OWN OF STRUCTURE -
<br />SALE 3/327 - I"
<br />_A_T/.T Mgm, 11/4' WWI, W
<br />I � 1377 77-0477 7 7"K 7 \ 7 7 7 177"17 7 79
<br />NOTES,
<br />0�, E - 2 HANG STORM PANEL SYSTEM CONSlSTtNG Of PAPILL, -
<br />C_` TRACKS TOP & 9011VAL
<br />(2) (r,=LSSWJ.L ALWAYS BE CONNECTED 10 BOTTOM TRACK 011110110M A STOP W
<br />PRENTICED AT SUCH PANELS.
<br />(3) IF END PANELS ARE CDW= 011. qCTTOm TRACK, COWWON sHALL CONSIST or
<br />S. Vj/4*= "32' WING NUT OR 1/40%3/4�y M5, THUMBSCREW
<br />t Or FASTENERS MAY BE A EITHER OF TWO
<br />4/M P BOTTOM
<br />WERIOR RAI FLANGES OF DO PANEL
<br />(4� IN CASE THAT END PANELS ARE NOT CONNECTED TO WT70M TRACK 4 A STOP BAR
<br />is owy USED =OP
<br />Ta AT I EAST TWO PANELS SKALA. BE CONNECTEA BOTTOM TRACK
<br />USING SPECS ON NOTE (3) ABOVE IN SuCH CASE_ CONNECTION OF PAWLS
<br />to BOTTOM TRACI' MAY OCCUR At ANY PANEL LOCATION
<br />(5) SEE SECTION 1'. 3' At 4' ON SHEL7 24 SEE ANCHOR SCmEDULE ON S11EET 25�
<br />2 24P 1'/24
<br />r�.m 73, 3 0 a OR
<br />W.C.E.,
<br />(S., sodmu am SHIP zb)
<br />or
<br />SEE NKM 2, 3. 17 WIRE 4 BELOW
<br />Li I
<br />A
<br />40 X -L'
<br />T
<br />L11 I
<br />1A, it'll; H111.1
<br />I FAMELMAR! (Tye)
<br />AT j O-Ri I/r
<br />WrMM PANELS_,
<br />TO WE INSTALLED AT EACH
<br />ALWAYS K F=Tg
<br />TYPIG& ELUMON FOR SERIMADMI REAR MANDUE TO FACILITATE
<br />IF WIIENDED TO K 0WALUED FROM,
<br />E-Z MANG STORM PANEL M SYSTEM ww or $"UXNRL-
<br />im" 3nr
<br />.Jrl/4* NAI GAP pe NA. Gw.L-1
<br />V
<br />SECTION B- At DO AW" VAN
<br />emu vu- - I-
<br />(1), DIEMITION OF SERIES I E - Z HAND STORM PANEL SYSTEM CONSISTING, OF PANEL
<br />rTR40KS AT TOP & FANELMATE PLUS OR IV LONG
<br />w BOTTOM V/ PANELMATM
<br />(2)� ALI 81 ME Elf
<br />END FANE"S SHA"' ALWAYS BE CON"E71. BOTTOM, END PANELS
<br />00 SOUL - ' S'
<br />IF US Y AT
<br />STALL BE CI 1* AS
<br />OW'IMNGaMWARTESDIPi/4=0-2TMDT/.Wi U
<br />I) O%�
<br />DESCRIBED ON N= (3) OW).
<br />(3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ IS- LONG TRIAS (p AT
<br />' END PANELS ARE NOT CONNECTED TO BOTTOM TRACK STOP W
<br />(jr1OMLL8LBE PRO... AT TOP OF SUCH PANELS
<br />(4). FOR INSTALLIATIONS WHEN END PANELS AM SOME INTERIOR PARMS ARE DIRECTLY
<br />1-= E�F. X r,
<br />SE u tl:=.- rr=.pTm0"Lw.
<br />ETWO PANIELMAMES F NO SHOWN ON n&11ON AND -f
<br />EDO' O"IUMe
<br />NOT NEED 10 VC %TIE A".
<br />SUCH THAT ADJACENT PANELS LEFT A, RXRIT St OKjF0UW) HOYE
<br />THEIR OVERLAPS RETAINED BY
<br />Ik FLORIDA BUILDING CODE ($*all Voloeltv Hurricane
<br />*AK*m 4-0-M
<br />m�.-
<br />vw "I \ '"_
<br />Ail- -
<br />INSTALLATION.-D ILS FOR SERIES 2000 AND 100Q E-Z HANG SIOM
<br />PANEL (1) INM POURED CONCRETE OR CONCREM BLOCK
<br />F=56
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