|
ANCHORS (SEE WOTIONS ON SHEM 17. 1& TO & 20)---
<br />3: wX +3A(17. 4A/17, IM/11L mi/17. 40/17, WIS.
<br />I MIN, SAW/111, ?AW/19 A 11111110/20 UW/19, 7111110/10 6 W#Igo
<br />0 0 0 0 0
<br />PAN6;
<br />3'
<br />MIN. *M/20 1
<br />------ANCHORS (SEE SECTIONS ON SHEET$ 17. 18, 19 &
<br />OPTION #2 FOR UEE SAFETY STORM PANELO ELEVATION
<br />SCALE 3/16--1- 1/4- NAAL
<br />SECTION A -A
<br />SCALE 3/16--1-
<br />MAXIMUM A,S.D.
<br />Max. PANEL LENGTH
<br />DESIGN PRESSURE
<br />L (ft.)
<br />MINIMUM SEPARATION
<br />PANEL
<br />RATING (p.s.f.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0. -72.0
<br />8'-B"
<br />2 3/4-
<br />UNBOLTED
<br />MAX
<br />PANEL LENGTH
<br />(SEE SCHEDULE)
<br />CODE
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UEE -SAFETY ST98M PANEL SYSTEM
<br />INTO EXISTING POURED CONCREIE OR CONCRETE BLOCK URUCTURES
<br />IfIr UPCON ANCHORS TAPOON ANCHORS _!L4-. TAPCON ANCHORS
<br />2* oz. --414' � 6 0 D.C, TAPC% ANCHORS
<br />O.C, 0 r D.C.
<br />POURED POURED
<br />OR mxlc"`� OR CONCRETE
<br />BLOCK RE"M "Lock REDURED
<br />Mo..
<br />'Ef
<br />100-00.
<br />MR, -
<br />samor 'A) IV
<br />CLAM CLASS GLASS
<br />L
<br />71
<br />�7 & �"6-6 W, ;Kza w
<br />r
<br />EA -
<br />LIT.
<br />L_�4'2* W #'S.S. M.S. W/ 1/2 L 4" %314'�& MS. W/
<br />/ ir'.: NUT WASHER _y
<br />1 /8.02/%2 WING NUT WASHER
<br />Or
<br />3/32 WING NUT La �70 (BEYOND)
<br />.0 12 I/Z- OX� Eft
<br />TAPCON ANCHORS IAPCON ANCHORT I , 1APCON
<br />1/2* O.C� 11r D.C. Rs
<br />414* ITX I
<br />(SIMICIERED W/ SrUQ) WAGGERW W/ STUD) 0 4 IJ2, D.C,
<br />L-POURED CCA1CRm
<br />COVECK ON "_-POURED CONCRETE
<br />-WIMPREIT CONCRETE BLOCK Go CQ4CWTE BLOCK
<br />REQUIRED REQUIRED WOW= REQUIRED
<br />WALL. MOUFNG INSTALLATION WALL MQUhMNQ INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION
<br />SECTION 3A
<br />0 REGULAR PANEL 0 Luj�NEL
<br />SCALE 3/8*-l* SCALE 311r-l' SCALE 31ar-I" SCALE 3/1r. I
<br />Sm *= To At 20 FOR ANCITORS TtK a AIM m
<br />%FWC1NC FOR A= INTO WOOD V
<br />FRW BUILDING. mm� mom woom 0`4 -A&I, I. TI
<br />- - - ]a..*. A
<br />MMUM ANCHOR _V*Coo& AN", ow"ANO
<br />EDGE Dow= AM MADAM *..A EN FLORIDA BUILDING CODE (Mgh Velocity Hu cons zons)f
<br />SCHEDTAX MR U LESS TWA M"10 ON R."No jo_&M�aoi 3
<br />IKAMYNG SPA04 SHOWN ON SUED -At ACIIA FA OK 0000 41 002C ItTECC, W_ FP.
<br />of THE FOLLOWING FACTORS, No 1_ I ". 20 GAGE GALVANIZED STEEL STORM PANEL MAIN By,-
<br />ww1OM TO K POSSIBLE, REDLICIED
<br />SAM= offumm usm FACTOR SHALL "m ON PRODUCTS, LLC. 0""'V"Co'
<br />ME UMS THAN Mm" STYCAm; MCATED GLOBAL PROTECn DAYL
<br />IL IECOi C am S.W. 5, S"w
<br />FOR PON ANCHOR TYPE ON THISsomma
<br />fat
<br />j "m m4xu FAIL ("4)MM-97017 20-175
<br />Ipwwi. -.1 i� IMN PANAMA: ft
<br />MMA. Jr..
<br />lot, Mali, sow 17 or 26
<br />rg u-Ml bTsXq I I,, I m 7 1, A 111, 111, 1 m I,, I. I :I I - -,, I
<br />INEALL.00N DETAILS FOR OPTION #2 FOR UEE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCREM BLOCK STRUCTURES
<br />-V4' TAPOON ANCHORS ____I 4* TAPCON ANCHORS
<br />L .
<br />0 4, D.C.
<br />9, D.C.
<br />POURED AICRETI POUREDMWE
<br />OR CCHg
<br />EYE En. OR CON SLOG
<br />REQUIRED REQUIRED
<br />1/4- 1/4'
<br />ASIAN.
<br />7
<br />W I
<br />_u
<br />1.-1010 ,"",A" PLUS W/ Pwamm PLUS W/
<br />_. A 3/32- WING NUT WASHER /U* WING NOT WASHER
<br />0 1/4, O.C.
<br />LEOLINED CONCRETE L__VRw CONCRETE
<br />OR CONCRETE SUM CONCRETE MOCK
<br />REQUIRED RVOLITINED
<br />WALL MOUMM DMALLATION WALL MMTU ATM
<br />��EL
<br />R 0 LIFE SAFETY PANEL
<br />SCALE '"001114iff SCALE 3'w.1.
<br />0".4ec
<br />, ,
<br />SEE BEST To a 2D M moom IVE AV= TIN
<br />GEIV4;... ;1
<br />w=!1AUA11mRS NO WOOD
<br />MIMMUNAW>1011 SPACMS AND MINIMUM No. 44167
<br />EDGE DISTANCE AM IMAMM 04 THIS -tw=" It- ! :' FLORIDA BUILDING CODE (I*gh Velocity Hu a no Zone).
<br />X*:
<br />SONIMU FOR EA Luss YHNNI imoom ow v- :w_ 20 GAGE GAILVAHM STEEL STORM PANEL
<br />SCWDLUE MUCt MICHM SPACIND By ft= mmm w- F.P.
<br />MULIftwo SPACM SHOWN ON Aaft 1& 61 YAM IAIEI DRAW or.
<br />BY THE FOLLDWINO fACTORL FOR THS /r
<br />OPEZRATTION TO K POSSIBLE. ASIDUGOD Offil
<br />SPACINIC OSTAWO U" FACTOR SHALL MY I/v PRODUCTS, LLC. Met.
<br />BE UMS THAN MWMW SPACING INDICATED 11LIECOINC. GLOBAL PROTECTION
<br />, 6ii . Z
<br />FOR EACH ANCHOR TYPE ON THIS SCNIEDLIUE 1 1. Dw& IL =14
<br />MtjM'.A, '"C"AL (W)ow-"46. MI E"4)M*-WW 20-176
<br />I, -
<br />Pz sm/mumAnw"WE
<br />o"M
<br />(3)
<br />INEALL.00N DETAILS FOR OPTION #2 FOR UEE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCREM BLOCK STRUCTURES
<br />-V4' TAPOON ANCHORS ____I 4* TAPCON ANCHORS
<br />L .
<br />0 4, D.C.
<br />9, D.C.
<br />POURED AICRETI POUREDMWE
<br />OR CCHg
<br />EYE En. OR CON SLOG
<br />REQUIRED REQUIRED
<br />1/4- 1/4'
<br />ASIAN.
<br />7
<br />W I
<br />_u
<br />1.-1010 ,"",A" PLUS W/ Pwamm PLUS W/
<br />_. A 3/32- WING NUT WASHER /U* WING NOT WASHER
<br />0 1/4, O.C.
<br />LEOLINED CONCRETE L__VRw CONCRETE
<br />OR CONCRETE SUM CONCRETE MOCK
<br />REQUIRED RVOLITINED
<br />WALL MOUMM DMALLATION WALL MMTU ATM
<br />��EL
<br />R 0 LIFE SAFETY PANEL
<br />SCALE '"001114iff SCALE 3'w.1.
<br />0".4ec
<br />, ,
<br />SEE BEST To a 2D M moom IVE AV= TIN
<br />GEIV4;... ;1
<br />w=!1AUA11mRS NO WOOD
<br />MIMMUNAW>1011 SPACMS AND MINIMUM No. 44167
<br />EDGE DISTANCE AM IMAMM 04 THIS -tw=" It- ! :' FLORIDA BUILDING CODE (I*gh Velocity Hu a no Zone).
<br />X*:
<br />SONIMU FOR EA Luss YHNNI imoom ow v- :w_ 20 GAGE GAILVAHM STEEL STORM PANEL
<br />SCWDLUE MUCt MICHM SPACIND By ft= mmm w- F.P.
<br />MULIftwo SPACM SHOWN ON Aaft 1& 61 YAM IAIEI DRAW or.
<br />BY THE FOLLDWINO fACTORL FOR THS /r
<br />OPEZRATTION TO K POSSIBLE. ASIDUGOD Offil
<br />SPACINIC OSTAWO U" FACTOR SHALL MY I/v PRODUCTS, LLC. Met.
<br />BE UMS THAN MWMW SPACING INDICATED 11LIECOINC. GLOBAL PROTECTION
<br />, 6ii . Z
<br />FOR EACH ANCHOR TYPE ON THIS SCNIEDLIUE 1 1. Dw& IL =14
<br />MtjM'.A, '"C"AL (W)ow-"46. MI E"4)M*-WW 20-176
<br />I, -
<br />Pz sm/mumAnw"WE
<br />o"M
<br />(3)
<br />>
<br />W
<br />C-
<br />(D
<br />0_
<br />0
<br />0
<br />L_
<br />-0
<br />0-
<br />(D
<br />(1)
<br />-0
<br />0
<br />-ca
<br />-0
<br />-=
<br />C
<br />0
<br />c
<br />2
<br />c-
<br />0
<br />a)
<br />m
<br />=
<br />0
<br />.0
<br />U-
<br />"_
<br />0
<br />ICU
<br />>
<br />CAI
<br />a)
<br />E
<br />w
<br />-4-0
<br />2
<br />CU
<br />2
<br />-0
<br />2-
<br />U)
<br />ca.
<br /><
<br />fo
<br />z
<br />w
<br />mi
<br />INSIALLATION DETAILS FOR OFTION J2 FOR UFE SAFETY 990M PANEL SYSTEM INUALLATION QUAILS FOR OPTIghl #_2 FOR UFE SAFETY STORM PANEL SYSTEM GENERAL NOVES. VALID IIE-7 HANIQ SrORU PANEL SYSTEIM
<br />INTO EXISTING WOOD STRUCTURES INTO EX151ING WOOD STRUCTURES I. E-Z RAING STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P�E.Oj HAS BEEN VERIFIED FOR COMPUAKE IN 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 10 & PANELMATE PLUS INTO CONCRETE
<br />I VT_7_Tj 7" -1--fl ACCORDANCE WIN THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. BLM 94ALL BE 1 1/4-.
<br />7-74 -11-n
<br />WADER FOR Ok WIND SPEED AS REQUIRED 13Y INE JURISDICTION WHERE UL I(D AN!)
<br />ED COG FOR A FACTOR Md-0.85. USING ASCE 7-16 AND 50nMDENSMIT THEFMW' 1/4' 0-20 SS SIDEDWRALK SOLIS SHALL BE LONG ENCUrHiSHOULD ANY FINISH MATERIAL "IST) TO .2
<br />RED A - 111EXANTrOt" DESIGN PRESSURE PATINGS INDICATED ON SWETS 25 & 26.
<br />>1
<br />IA� TAPCON 0 6. D.C. ENGAGE /4' INTO ANCHM.
<br />114-0'rAPOW 0 f* D.C, 1/4,0 TAPU* 0 a' ox� 41-OITAPCM 0 W D.C, - - ----- THATEACED
<br />F� IN ORDER TO VERIFY THE ABOVE CDNOITION� ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />MR. TRINACED TIOT, db 5
<br />j 6YON //5 WOOD $HALL BE ro 8.3) N CASE THAT PRECAST STONE, OR PRECAST COhICRETE PANELS BE FOUND ON THE EXISTTNG WAL
<br />40UM, P" EZOD \ / -
<br />j . AT WOOD WADER HEADER C2
<br />WADER REAM WADER TO COMPARE THESE W/ MAX� (A.S.D) DESTON PRESSURE RATINGS INDICATED ON SHEETS 25 & 29. ANCHORS SHALL BE LONG ENOUGH I() REACH THE MAN STRUCTURE BENNO SUCH PANELS. A4OHORAOE I- C=
<br />V SHALL BE AS MENTIONED IN 9.1) AND IN 6,2)� IC2_
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCUNCIRS ON THIS P-LO. AS TESTED V03M NOT OVER STRESSED, A 3n INCREASE L;
<br />1/2- 11/4- /i, I Ibv 1/4" 1/4- IN ALLOWPaE MRESS FOR WIND LOWS WAS MM USED IN THEM ANALYSIS. FASTENERS SPACING TO WOOD I" BEEN
<br />A, DETERMINED IN ACCORDANCE WITH N,D,S. 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPET*VATIONS OF THE ANcwR'S ><
<br />KAN C1.
<br />WOW HEADER KE40ER
<br />1/4" e` 1/2 7/
<br />mm aP
<br />p
<br />Mi, ww.. /mi. XQUIR WOOD STORM FANEVS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS STEEN VERIFIED IN ACCORDANCE WITH SECTION 152e OF
<br />ED REOLIPTED THE ABOVE MENTIONED ODDE AS PER FENESTROIGN TESTING LABORATORY, WC, REPORT 1 2032. AS PROTOCOLS TAS-201. HALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />IT. IT S
<br />TAS-202 AND TAS-203. Is TO BE ATTACHED TO INSLIRE PROPER ANCOORAGE. 'THIS SHUTTER SKIM1. ONLY SE ATTACHED TO CONCRETE, BUDCK
<br />Air. 4/ CONT, OR WOOD FRAME BUILOINGS� U) w m
<br />4 2� THIS SYSTEM HAS SUN DESIONED TO BE INSTALLED ON THE OUTSIDE OF THE OPP940 ACCESSING THE OPENING FROM THE <
<br />.41 WS1WI�%0GTME0SE OF A LADDER OR IJFT� THIS APPLICATION IS VAUD WHEN INSTALLATION IS INTENDED TO 13E PERFORMED 12. THE INSTALLATION CONTRACTOR I$ TO SEM,/CAtAX ALL SHUTTER COMPONETf WOES WHICH REMAIN W coNTMWS
<br />FROM OF STRUCTURE.
<br />(D
<br />w%mG CONTACT WITH THE BUILDING TO PREVENT WL40YMN INTRUSION. CAULK AND SM SHUITER TRACKS ALL ARCUWD FULL
<br />CLAM -M $UoTAE'L 1 1
<br />GLASS 10 CLASS
<br />m- CLASS 1 3. SERIES 000 V45TALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STILE WINDOWS WEN INSTALLAIM IS REQUIRED TO BE
<br />Dvt ScWAALE: I PERFORMED FROM THE INSIDE OF STRUCTURE. a) -gor
<br />PANEL LENGTH S�w I t3. STORM PANEL INSTALLATION SHALL COMPLY WITH SPEOS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
<br />(SEE W-T I SELAN) "v W_ EXISTING 0. seut, is) REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLED TO.
<br />PANEL LENGTH cm .7 Tam) I
<br />Ann. MPAIMIDN' PANEL LENGTH CLASS cc
<br />70 CLASS I BELOW) To GLRIS (SEE NOTE I BELOW) 10 CLASS PA'a M-
<br />^L! 4. SUITES 20M INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE WING AND HORIZONTAL SLIDERS STYLE WINDOWS; WHEN
<br />OZ= 11 W... INSTALLATION 6 REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 14. ATRIUM WINDOWS AND DOOR% INC. E - Z HOC STORM PANEL SYSTEM- IS PIETTW PEENDIND.
<br />0N SMET 18) M SMAU- LENGTH PANEL LENGTH C"
<br />-(BU I I -
<br />1/4 ON PACT 10) = N07E I om* 1/4'0-2D.1' to.
<br />WS /4 m SIW 15) (SEE NOTE I SELCAN)
<br />SS. I&S.. W
<br />GLAWSS 6, ALL ALUMINUM D(TRUSIONS TO BE ETOV-TS ALLOY AND TEMPER. (UNLESS OTHIENWISE NOTED) IS. (a) THIS PRODUCT EVALUATION DOCUMENT (PE.D.) PREPARED By THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />i INFORMATION FOR A SITE SPECIFIC PROJECT-, 1.c WHERE THE SITE CONDITIONS DEMTE FROM THE PZD�
<br />3 32' 4/32*
<br />ss. m,s. w7�
<br />(b) CONTRACTOR TO BE WSPO BIBLE FOR THE SEUECTION� PURCHASE AND INSTALLATION INCUJIING LEE SAFETY OF
<br />Ir 6. ALL ALL*MUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-MI4 ALLOY.
<br />e4-0 TAPOON_ 7. ALL SIM SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUTY SIM, ASTM A-653 GRADE So Min., GALVANIZED SIM INS PRODUCT BASED ON THIS P.LO_ PROVEIED W/SHE DOE$ NOT DEVIATE FROM THE CONDITIONS DETAILED ON E
<br />"'.1 TAP110"T
<br />4--
<br />C, .1 DIESOGNATION W/Fy- 58.5 481 (AMR ROLUED). THIS DOCUMINT- CONVIRUCT" SAFETY AT SITE IS THE CONTRACTORS RESPONSIMUTY. 0
<br />ALL SCRIVOYS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES ON CORROSION RESISTANT COATED CARBON STEEL. AS PER ON I[.) THIS PRODUCT EVALUATION 00CUMENT' WILL SE CONSIDERED INVALID IF MODIFIED.
<br />OF
<br />50018 W/ 50 In- YIELD STRENGTH AND 90 ks! TENSILE STRD40TH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 201-32.4.
<br />(4) WE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />WIMAN YIELD STRENGTH 0 RESPON ISLE THE PROP
<br />9. BOLTS TO BE ASTM A-307 GALVANIZED SIM OR AM 304 SERIES STAINLESS STEEL WITH 38 ki M BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WH WP L BE S FOR ER
<br />USE OF THE PZZ. ENGINEER OF RECORD. ACTING AS A DELEGATED ENOWEER TO THE P.E.D. ENGINEER, 94ALL
<br />-0 10� ANCHORS M WALL SHALL BE AS FOLLOWS. S~ M INS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW
<br />(A) TO j=NG POLRFQ Z2jOM'
<br />(a) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AMD SIGNATURE Or THE PROFESSIONAL ENGINEER OF
<br />1/4-0 TAPCON ANCHORS AS BY LTN. BUTUDEX, NC� (MIK V-3192 p-L) RECORD THAT PREPARED IT.
<br />t
<br />COMM COW. W/ '\,1/4 1/4" 0 X 71W CAUK-IN ANCKIFM AS MANUFACTURED BY DEWALT INC. (MIN. V-30010 P,*�
<br />Mwor NUT 2, WINS NUT -0-20*21/4--S, M.S. W/ #14-10 PANELMATE FEMALE 10 PANELIANTE PLUS ANCCHORS, AS MANUFACTURED w �v CuINUNLx;jvN PRODUC15. I& STORM PANEL MANUIAPTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />7/1'00/N' W440 NUT ACCORDANCE WIN SECTION 1709,9�3 OF FLORIDA BUILDING CODE� ONE LASM SHALL BE PLACED FOR EVERY OPENING.
<br />Jow A 3/ WING 12 Ilr OC, M
<br />WASHIGII (BEYOND) P-1) LABELING TO COMPLY WITH SECTION 1709.9,2 OF THE FLORIDA BUILDING COOL
<br />WASHER 12 1/2' D.C. wur
<br />1/4'0
<br />4 a III D.C.
<br />TAPCON 0 5' OZ
<br />4-
<br />L - 10 TAPCON 0 6' D.C. AND 2' FOR PANELLMATE
<br />Ban W/ SM) THRIADED A.11) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POAMED CONCRETE SHALL BE 1 3/4
<br />Z'A4' WOOD MI
<br />k &4rk w4wvm 2*C WOOD IMTE �7/r- 3/32' WING NUT FEMALE TO & PAWJAATE PLUS,
<br />win W/ SM) N _E
<br />7/,. A
<br />WASHER 0 6 1/4- D.C. WASHER 0
<br />REQUIRIM REQUIRED (BEYOND)
<br />A, Of PLAIIE
<br />THMADE0
<br />MAMMOTH
<br />PLATE
<br />114-10 PANDMATE P& 014-10 PANELMATE III&
<br />OF PLATE OF PLATE -IN ANCHORS SHALL BE IS 7/8' 1 NO EMBEDMENT INTO
<br />EDCQ PLATE A2) MINIMUM EMBEDMENT OF 1/4*0 X 7/8' CALK NtO CONCRETE
<br />WOOD PLATE ANY FINISH MATERIAL SHALL BE PERMITTED
<br />a NEED PLATE, & 6 1/4- O.C� A' 7 8 N 1/4- 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG EIA)LIGH(SHOULD ANY FINISH MATEIhA4 EXIST) TO ENGACE 3/4.
<br />WALI. W&Jdffi 1jffifi*%FL WALL ILLATION M THREADED VITIATION MIN! fAmAiia P�L
<br />WALIL ATION WALL M ATION ALTERNATra 7AW RL funw:4 AT NOWiFH OF PLATE AT MIOWTOTH OF PLATE 000 ANCHORS, 00-" %,A,*,
<br />SC41E 3/s.-I A 711,
<br />HENN MSAWU G LIFE S :.' 1� ""
<br />MOM I A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. 09 PAVERS BE FOUND ON THE EXISTING WALL OR
<br />WA WALL INVA=
<br />0 REGULAR PANEL LL MOUkMMQ INSTALIA11ON ON SHALL
<br />0 LKE NAELIX PANEL SCALE 3/8 .1 FLOW ANCHORS WALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />SCALE 3/W-I' ALTE BE AS MENTINEI IN &I) AND N A,Z).
<br />E")% AM
<br />SCALE 3/0 .1 T OALFIENGUaLMAR FAUNAEL a LIFE M= PANEL No. 44167
<br />WALL
<br />SIM SCALE
<br />FLORIDA BUILDING CODE L%h velocity Nu one Zone) SCALE 3/r.1 TIT, ;j
<br />FLORIDA BUILDING CODE (fflgh Velocity Hu no Zone) FLORIDA BUILDING CODE (High Velocity Hurriloons Zone)
<br />1. INSTALLATIONS ARE DAILY VAUD FOR BUILDINGS WITH AL&O. ION LOADS 1/4- TAPODN ANCHORS AS A1101LICACIVRED BY I.T.W, BUILDEK, INC� Tom TLIVA F.P.
<br />LIP TO +V�S. -71LO PST AND PAWELS LENGTH LIP 70 W-W.GES No. 4 ft= P-MM ING. fp. 20 GAGE GALVANIZED STEEL STORM PANEL
<br />20 GAGE GALVANIZED STEEL STORM PANEL NO 44167 20 CAM GALVANIZED STEEL SIM PANEL ill/4'00 X 7/8* CAUK-IN ANCINORS. AS MANUFACTURED BY DEWALT INC. (f*1500 p.&.I,)
<br />2. FOR MEW WOOD FRAME CONSTRUCTIOM WOOD MEMETEM TO BE SOUTHERN opjm we; I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.SD DESIGN LOADS DRAWN 01. 4-1 PANEUMA4 It FEMALE ID AND PANE1MATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION OMAN on
<br />PINE NO. 2. W1 SPECIFIC DENSITY Or 0.55 OR EQUAL GLOBAL P DIM. -n.0 PSF AND PAMELS LENGTH UP TO E GLOBAL PROTECTIO PRODUCTS (f-2071 p.s�I.) GLOBAL PROTECTION PRODUCTS. Ut.
<br />M 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS 10 BE SOUTHERN IILIECO.Mc.
<br />__MLEC�0.... LIP TO +55.5, 07/21/102D I- DATE.
<br />ROTECTION PRODucTs, Lm I e N PRODUCTS, LLC. am -
<br />am 1.111, 5 slow V�;-. 48M SX III STREET z
<br />DOM FL 3311 PINE NO. 2� W/ SPECIFIC DENSITY OF 0.55 OR EQUAL DAW. R. 3"14 SW A'
<br />Oo")MW_754jL PAM TICAnING
<br />20-176 20-176 offANY , =14
<br />(CHI)XV.., IAILI I �;'0_ _4797 o_ H. 20-176
<br />mq)wC� w, Now OU)NO 4wTX-- -
<br />........... DOM" N. OrAm AN! ORA*" 1--
<br />An,
<br />P4 WAVUMWLW./Wn WALTER X PIL
<br />I �_T SAIM 2. CA A
<br />OM * OF 20
<br />FLORIDA
<br />COMPONENTS EQR SERIES 2000 A 1000 E-Z HANG SIQRM PANELS
<br />(SCALE 1/2-l)
<br />(TOTAL 2.591
<br />12.500 IIEFFECTIVE WWH)----- 7,250'
<br />1/4 -- -----------------
<br />.075, 24W
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<br />0.030" THICK MIN 2.1 TO'
<br />2.657
<br />2.Cw GALVANIZED SIM EDGE j 2.144'
<br />TYP. ASTM A-653
<br />GRADE 50 MINIMUM DETAIL +
<br />jW" A 48Z 0-60 CAM I
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<br />STORM PAN -2.470----i
<br />PANEWS END LIP REVERSED "h" TRACK REW= "U" TRACK
<br />w/ HE&WED EDGE.
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<br />ISOMETRIC VIEW DETAIL A 2.050*
<br />ROUNDED CORNER 0 ENDS OF PANECS
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<br />L FLORIDA BUILDING CODE (Nigh Velocity IfUrricume Zone)
<br />tMIND TATIM INC, Vp�
<br />I TATIE OF 20 CAM GALVANIZED STEEL StORM PANEL
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<br />GLOBAL PROTECTION PRODUCTS, LLC.
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<br />13914
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<br />Mcm FOR CONCRETE MACHMS, SM I* ka. CONCRETE ANCHOTIS
<br />OF SCHEDULE ON SHEET Ik MR WOW SCREW, - - _YSw r Alto.
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<br />(1), ZIMQN OF SERIES 2000; E - 2 HANG STORM PAM SYSTEM CONSISTING OF PANEL + (rAi BOTTOM W1 PANELMATES,
<br />Conf, TRACKS TOP & BOTTOM. (2). END PANELS SNAL ALWAYS BE CONNECTED TO - NO WALL - Of
<br />(2). VSP�ESHALL ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP BAR PANEUMATES ON - III& AT 90%4% PANELS
<br />PROVIDED AT TOP Of SUCH PANELS, SHALL SE� %/41'05-2tff/M.S.
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<br />EXTERIOR FLAT FLANGES OF END PAWL BAR
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