|
-ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 & 20)----
<br />3•: MAX' 3A/17, 4MVi i 54/16, selp?. smi D- MAX
<br />1 MIN, AM/19. 7AW/10 0, IAW/SD OW/ilk 7M/19 III M/30 I' ilii
<br />6 it 0 0 0 01
<br />1-1 1-77 1 1 R I I I I I I I 1 11 "1
<br />L JI-I
<br />(D.
<br />raiew Irom REA"
<br />A VAX
<br />(S SCHEDULE)
<br />PAMEEEL LDIOTH
<br />,WIC. LAE SMtN-'f I -'-:=
<br />6'
<br />L --1
<br />r T
<br />S*
<br />rNET-- T1
<br />�3* MAX. TMV`17. AA/17. Wis.
<br />1. 7AW119 & 3- 4Z
<br />ARIZ eee-t�`@=-W/1'19. 7wi a a a" I* MIN.
<br />-_--------ANCHORS (SEE SECTIONS ON SHEETS 17. Is, to & 20)
<br />OPTION #2 FOR UFE SAFETY STORM PANELCD ELEVATION
<br />SCALE 3/16--1- q.- wee. GAP-0 In IVVY
<br />am limio-I sm ilum PANE
<br />MAI
<br />Eon=
<br />SEC ION A -A
<br />SCALE
<br />7 Mil 17 L111 W." SM 01 *1 lei 'k N � :4 *-MIM 0 ;JvA1 MiTiffir-wiximminkil
<br />MAXIMUM A.S.D.
<br />Max. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />L (ft.)
<br />TO GLASS
<br />CONDITION
<br />RATING (iti
<br />(SEE SECTIONS)
<br />+55.0, -72.0
<br />8'-81
<br />2 3/4-
<br />UNBOLTED
<br />INSTALLATION DETAILS FOR OPTION J2 FOR UFE SAFEII STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />-Ijili TAPCON ANCHM 1 4 TAPCON ANCHOR IZ4' TApoom ANCHORS li * TWCON ANCHORS
<br />Is 9
<br />O.C. Ei D.C. O.C. --e-At 9. CC.
<br />NCAM CONCRi OR CONCRETE OR cow
<br />ROCK REWIRED BLOCK REQUIRBLOOMREQLREQUIREDBLOCK REOJWW
<br />POURED Cc POURED ;grM]
<br />M
<br />POURED
<br />OR CONCRETE
<br />1
<br />r--r -1BLOOM
<br />, Ax ��/4
<br />M..
<br />if
<br />a
<br />X�
<br />E.
<br />LI:
<br />- -12
<br />3/32 - WING NUT
<br />\-I/. 3/32- WING
<br />0 1/2- O.C-
<br />MUT WASHER (WIMW)
<br />11/4 TAPCON WMM
<br />TAPCON ANCHORS
<br />lIr O.C.
<br />4 I/r D.C.
<br />OTACCOM W/ MM)
<br />(StAgam W/ STD)
<br />-POURED comeRm
<br />;�OUUIVD CONCRETE
<br />OR CONCRETE BLOCK
<br />OR CONCRETE BLOCK
<br />REQUIRED
<br />wi mOvImpaINSTALLAnONWi
<br />REC9
<br />MWONG INSULLAM
<br />AV-C
<br />2 WHAO"k-MEL
<br />SCALE 3/8--1-
<br />no -2
<br />0 F=E N PANEL
<br />w
<br />SCALE 3/8*.1*
<br />TYPE A
<br />ANCHOR vft
<br />��AIAII■
<br />1/4'.tHPmN
<br />=
<br />-Am. mom room 04
<br />---
<br />3
<br />SCHEDULE FOR ED. UM THAN *C"IM ON
<br />SUMU RED= ANCHOR SPAOSIG BY
<br />UMTOLVVC SPAOING SHOWN ON B`Mi
<br />"ALAI 1=
<br />3
<br />=A Ili OK omm
<br />#wow
<br />BY THE FOUOWAO FACTOR& FOR THIS
<br />MIDUAVO 70 BE POSSIBLE Nmm
<br />-Ilr
<br />wwm OUAMM usm FMIM SHALL MDT
<br />BE un THAN AWAMLN SFACNC WWAM Min Pi "NOR TYRE ON INS SCHEDULE
<br />-
<br />I 3 I/r
<br />son 10
<br />-Teloa."
<br />CLAW
<br />e
<br />Late "low
<br />ED.-
<br />C
<br />4"S.S. M.S. W/ /2' Y.S. w/
<br />(BEYOND)
<br />V. ;3,
<br />IS 2
<br />r IS 10 ;3WING flut WASHER
<br />O.C.I(WMOO)
<br />___2j4* TAPOGN ANCHORS I 1 4' TAPCON
<br />0 4 1/2' O.C.
<br />AS 4 1/2- D.C.
<br />----Pmm Commomm CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK
<br />REQUIRED REQUIRED
<br />WALL MWIMNO INSW"TON WALL MOUNTING mu"ml
<br />0 Awffiftwin 0 Uff�rii
<br />SCALE 3/6'-1' SCALE 3/V-1'
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />ILA' TAPCONANCHORS 1/4* TAPCON ANCHORS
<br />go. O.C. 0 91 O.C.
<br />POURED POURED CONCRETE
<br />.4 coig"."Ock- OR CONCRETE COW w
<br />REQUIRED RECUM
<br />1/4* 11/4-
<br />-0
<br />A
<br />IS IWO PANELMATE PLUS W/
<br />t 3/32' W" NUT RADNOR
<br />A , 0 8 1/4* O.C.
<br />RPURED CONCRETE
<br />OR CONCRETE BLOCK
<br />REQUIRED
<br />WALL MOUM KSTALLATHM
<br />SECTIOK 5A
<br />0 REG" PANEL
<br />SCALE 3111
<br />SEE OW 1 20 FOR ANCHORS TWE A
<br />ANCHOR TIRE
<br />SPACING nM##LUA= IWID WOOD
<br />-
<br />mome 0.4
<br />3
<br />nvm oulaw
<br />MWWA.MX:IM 9%0= AND �
<br />EM OBTAMM ARE MOCAID ON THE•
<br />-3
<br />3
<br />SCIANNAUE FOR ED LOS THAN INDICATED ON
<br />SDMU NOANCHOR $PAC= BY
<br />WATIPLY" WYCM SHOW ON scmmw
<br />1 1/2
<br />Avem Eft INK mom
<br />10010
<br />BY THE FOUFAL'� Fail THIS
<br />omwft To K possaL REMO
<br />JS
<br />vocw OVA*" usm FACTOR SWL MY
<br />BE LESS T10h MMM SPACHIC W"=
<br />MR FACT ANCHOR TYPE Oil Wn $04mi
<br />1
<br />1 3 1/2'
<br />r we me, A,
<br />14-10*0 PANELMATf PLUS W/
<br />We . 3I3 , wm NUT WASHER
<br />(BEYOND)
<br />-E&JM CONCRETE
<br />OR CONCRETE SLOW
<br />RECIARED
<br />WALL, Mgjj�l I ATION
<br />0 UFE SAFETY PANEL
<br />SCALE 3/111
<br />Hurricane
<br />-li-if
<br />Cl)
<br />(1)
<br />c-
<br />C/)
<br />C0 -
<br />>
<br />0
<br />C-
<br />-4--
<br />0
<br />=
<br />-0
<br />cc)
<br />cc
<br />2
<br />cia
<br />CO
<br />-t--f
<br />0
<br />-co
<br />70-0
<br />-=
<br />w
<br />0
<br />=
<br />2
<br />0-
<br />C
<br />0
<br />a)
<br />CO
<br />C
<br />0
<br />0
<br />=
<br />CO
<br />Li -
<br />4-
<br />0
<br />co
<br />>
<br />-F=
<br />-0
<br />C/)
<br />E
<br />CU
<br />0"
<br />0-
<br />CU
<br />C:)-
<br />INSTALLATION DETAILS FOR QETION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM OEMERM- NOMi VALID E-7 IOM STOM PANEL SYSTM
<br />INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALLATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN Ii MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 0 & PANELMATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (7th MMON) OF THE FLORIDA BUILDING CODE. BLOCK SMALL BE 1 li
<br />7 Ci
<br />1j, DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 16200F THE ABOVE MENTIONED CODE, Ii MMULRA EMBEDMENT OF 1/4** X 7/8' CAUii ANCHORS 94ALL BE IS 7/8- INTO CONCRETE.
<br />C%j
<br />FOR A WIND SPEED AS REOLINNED BY THE JURISDICTION WHERE THESE SHUTTERS U. BE PWAULED A NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL BE PERMITTED.
<br />FOR A OPECTONAUTY FACTOR Kd-(i USING ASCE 7-16 AND SMALL NOT EXCEED 1HE MAXIMUM (ALSO.)
<br />1/4- 0-20 SS SIDESEAUK BOLTS USED SMALL K LOW ENOUCH(SHOULD ANY FINISH MATERIAL EXIST) TO
<br />fER
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 IS 26. ENGAGE 3/4- INTO ANCHORS. 1/4*0 TAPCON 0 W D.C.
<br />C.EW ol�
<br />4*0 TAPCON Is 4r D.C. j�41-0t/TA a 6, O'C'N ORDER TO VERIFY THE ABOVE CONDITION, ULTIMUTE DESIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />PDOW I /1 1/2, WX. THAPM 2 THIREACED 7;,:K T14READED SMALL BE FIRST REDUCED TO A-S.D. DES" WIND LOADS BY MULTIPLYING THEW BY 0.6 IN ORDER TO 9-3) IN CASE THAT PRECAST STOW. OR PRECAST CONCRETE PANELS ■BE FOUND ON THE EXIST111s; WALL C%4
<br />PENETRATION AT WOOD WAM TO COMPARE THESE W1 M". (X54) DESIGN PRESSURE RA71NO M"TED ON SHEETS 25 IS 26. ANCHORS SMALL BE LONG DIOUGH TO REACH THE MAN STRUCTURE ODMD SUCH PANELS. ANCHORAGE -w
<br />AT WOOD
<br />4*0 ZVI O.C.0
<br />WANT HEADER
<br />p WADIER SMALL BE AS MENTIONED IN Ii AND IN 8-2). CL-
<br />-eon" IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS 0 THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE N
<br />/A' i/2' 1/4- I/r IN ALLOWABLE STRESS FOR WIND LOADS WAS Ii USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN C�
<br />1/4 DETERMINED IN ACCORDANCE WITH Ni 2015- (C) ANCHORS SMALL BE WALLED FOLLOWING ALL OF THE FtECOWAM)ATMM MO SPECIFICATIONS OF THE ANCHOR's C14
<br />MANUFACTURER.
<br />Ask,
<br />2� wow WOOD HEADER 2- STORM PANELS ADEGUACY FOR IMPACT AM FATIGUE RESISTANCE HAS BEEN VERWWJ) IN ACCORDANCE WISH SECTION 1626 OF cl-
<br />Rli rD"-
<br />Min
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT 1 2032. AS PROTOCOLS TAS-201, 11 IT SMALL BE THE RESPOMSIKIIY OF THE CONTRA" TO VERIFY THE SOt)PONESS OF THE STRUCTURE WHERE SHUTTER ro C=
<br />TAS-202 AND 7AS-203. ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK C-A
<br />BUILDINGS. IL 2. THIS SYSTE HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF T14E OPENING ACCESSING THE OPENING FROM THE OR WOW FRAME C/5
<br />CONT. i USE OF A LADDER OR LIFT. THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO K PERFORMED
<br />U L-i INSIDE W/O 12. THE INSMALLATION CONTRACTOR IS To SEALICAM ALL SHUTTER COMPONENT EDGES RMGN REMAIN *I CONTWUMS -Cl w
<br />0 CD FROM 7W INSIDE Of STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WIND/FAUN INTRUSION. CwLX AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />DUST#40 - so� PAW- W. SvvAQm
<br />LEwG1HL C=
<br />3. SERIES 1000 INSTALLATION IS APPUCABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE
<br />Der M alum I
<br />V M.- CLASS (SM $04mku PERFORMED FROM THE INSIDE OF STRUCTURE 11 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED 1% INS MWWG PLUS ANY BUILDING AND ZONING PANEL smer, 'AT wari, 141) OUSTING Q)
<br />CK sew 10)
<br />E NOTE 1, M- (BEE WW-LELM.) i REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED to.
<br />OYfp•G(SEE CLASS 4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WW40M WHEN to
<br />wilemplim, PANEL LENGTH (S
<br />MN. 3My,H„pI! . PANEL LENGTH Sepelvalm 'L� 1, M-
<br />To (SEE WIT I BELOW) To BAN -,"y (SEE NOTE I filli To MASS ; I INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 - 2 KIM STORM PANEL SYSTEM- IS PIE CU
<br />CLASS (on gain" -ma smilmex- (SEE sofmku PANEL LENGTH PANEL LENGTH AMN WINDOWS MO DOORS, M- E Pmw TRINE; &=
<br />LiI ow 14) ox SHM 16) /4"ll- E ON ww is) (SEE wim I BELOW) (SEE NOTE I SE1UDW) 0 CI)
<br />5. ALL MINIMUM EXTRUSIONS TO BE 60 31 76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. W THIS PRODUCT EVALLATICHI DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GOVERIC AND DOES NOT PROVIDE
<br />Y.S.1 62- THE
<br />3r LASSNFORMATION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED, So
<br />NUT 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HALITE 3105-H14 ALLOY. C iii:
<br />A/ 3/32
<br />•A NUT
<br />(b) CONTRACTOR BE TIES
<br />7. ALL STEEL SHEET MET& PANELS SMALL HAVE STRUCTURAL DUALITY STEEL, ASIM A-653 GRADE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON T**S P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON E
<br />CIESCMATIOW W/Fy- 52.5 kIH (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONS41BUTY
<br />2
<br />PONETIMMON At S. ALL. SCREWS TO K STA)NUESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATEC CARBON STEEL AS PER DIN (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED IWALID W MODIFIED. I
<br />50018 W/ 50 1. YIELD STRENGTH AND 90 1 TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4
<br />(it) SITE SPEC" PROJECTS SMALL 13E PREPARED BY A FLORIDA REGISTERED ENG04UR OR ARCHITECT WHICH WILL
<br />USE OF THE =EC WHO WILL BE RESPONSIBLE FOR THE PROM
<br />PEEW
<br />IT. G r 9. BOLTS TO BE AWN A-307 GALVANIZED STEE1- OR Ali 304 SERIES STAINLESS STEEL. WITH 35 ksi MINIMUM YIELD STRENGTH. BECOME Pie PECIRIE OF RECORD
<br />A OE= ENGINEER TO THE P.E.D. ENGINEER, SMALL
<br />10. ANCHORS TO VALL SMALL BE AS FOLLOWS:
<br />SLJSMft TO THIS LATTER THE SITE SPECIFIC DRAWWS FOR RrAft
<br />0
<br />(A) TO EXISTING POURED CONCRM-
<br />THUS P-E - SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />p. RECORD THAT PREPARED R.
<br />Iles TAPCON ANCHORS AS MANUFACTURED BY LTM. SURD", INC. (MIN. C-3192 I.)
<br />COLT. M.S. V/ 0 X 7/5- CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (MEN. ft.3000 ii
<br />-CONSTRUCTION PRO UC ACCORDANCE WITH SECTION 1702.9-3 OF FLORIDA BUILDING CODE. ONE LOOM SHAD BE PLACED FOR EVERY OPENING.
<br />-tI/k:;?/W32e4w"S4-' M.S.NUSTW/ 16� STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT P
<br />313r sm k%n 7 ED 014-10 PANELAIATE FEMALE ID a PANCILMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO D IS. STORM AIVIL IN
<br />WASHER (KYOND) (f'-3360 p..A.)
<br />3/32* W04 -7/5'W/32` WING HUT
<br />OX.
<br />40 12 1/2' O.C. WASHER 0 12 1/2 L-:. LAKUNG TO COMPLY W11M SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE
<br />II, WASER KIT WASHER (BEYOND) 1/4-0 TAPOON 0 V O.C. 4
<br />114-* TAPOOM 0 V O.C. THIPLATTO
<br />sfw) 2W WOOD RATE A. 1) MINIMUM
<br />_7jW0 3/32" WING NUT _?/S*O 3/32" WING NUT IDABEDMEW OF TAPOON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2' FOR PANCLAIATE
<br />WASHER 0 6 1/4- O.C. PLA FEMALE 0 At PANELMATE PLUS.
<br />AA
<br />i OF PLATE TIED WASHER 0 (BEYOND)
<br />mvxoTH mowim I, I I I I i 1
<br />-0 X 7/8- CAUL -IN ANCHORS SMALL BE 15 7/9- INTO CONCRETE. NO EMBEDMENT INTO
<br />OF PIATE OF PLATE 12!16* WOOD PLATE In GO PLATE #14- 1114-10 PANIIANTE PLUS A2) MINIMUM EMBEDMENT OF 1/4
<br />PLATE PLATE :j V AW.FINIISH MATERIAL SMALL BE PERMITTED.
<br />000 WALL MQUKOUR MCQUAM A. THREADED A"t. 1/4 0-20 SS SMEWALX BOLTS USED SMALL BE LONG ENOUGH(SHOULD ANY ni MATERIAL EXIST) TO ENGAGE 3/4-
<br />0.6
<br />WALL AS . 1/4" D.C.
<br />INSTAUAMN ALUNIM 7AW 0 KGWrAMEL AT MOWWW OF PLATE Mgrmm OF PLATE Imro ANIC"Cem
<br />iii WOOD
<br />LAM
<br />j THREAM THREADED
<br />RE�R
<br />WALL ki WALL
<br />INA7MMUM &
<br />SAW AITEN SCALE 3111 0 AR�-PANFL
<br />:40 ,y
<br />A-3) IN CAM THAT PRECAST STONL PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR
<br />AJ ALILNU SAFETY PANEL SCALE .1"s 11110101m Imalill Um WAU ✓MQUINTING ON FLOOR. ANCHORS SMALL K LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. 0
<br />- I -A QN
<br />a RE LEL SAFE AN" PAGE SMALL
<br />GULAR PANEL "MM, Aw---N)ms� %
<br />SCALE 3/r-i SCALE 3/li mam"I V1 ALT ---■ AS N &I) AND IN A.2)�
<br />a RMLAR pm
<br />1k. T1 P, Vit
<br />�=Ia i IS. No. 44167
<br />.............. BLOCK ALL-
<br />GENE N
<br />VALE 3/Ei
<br />1. MSUUATXWS AM ONLY VALID FOR WITH A.S.D. DESIGN LOOM• FLORIDA BUILDING CODE (HIgh Velocity Hu cam Zone), WALE 3/8 -1 FLORIDA BUILDING CODE (HIgh Velocity Hurricane Zone) 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. ITUILDEX, INC. FLORIDA BUILDING CODE (lifigh Velocity 11i one Zone)
<br />TKAU'Re's . 9 wm mmal sc. was" .2m ILI= Pie. F.P. ;/4"00 X 7/0' CALK-4N ANCHORS AS MANUFACTURED BY DEWALT' INC. (f`-1500 p..J.) sm m
<br />UP TO +51 -710 PSF NO Pkii UNON UP 70 81 I's No 44161 20 GAGE CALVAMZM STEEL STOW PANEL 20 QGE'GALVAN= STEEL STORM PANEL
<br />%D.4 1 gViN 20 GAGE GALVANIZED STEEL STORM PANEL OW" W. --f 4-1 PANELMXTE FEMALE to AND'PANELVATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION On,
<br />2. FOR NEW WOW FRAME CONSTRUCTION, BE SOUTHERN I. mWALLATICH4 ARE ONLY wAUD FOR BUILDINGS WITH A.S.O. DESIGN LOADS #?/slam PRODUCTS (F-2071
<br />LIP To .55.5, -72.0 PSF A40 PANEL'S LENGTH UP TO
<br />POW NO. 2. W/ SPECIFIC DENSITY OF OM OR DINIAL 0-/XVgm CLOW PRmcm PRODUCTS, LIC. am. 0/m/am
<br />GLOM NOTECT" Pmum I.M. DOE 11LIECO, OLi PROTECTION PRODUCTS. UC. DATE,
<br />111. 7, FOR WETV WOOD FRAME CONSTALICTIOk WOOD MEMBERS TO K SOUTHERN An coinc
<br />S.W. 51 s7nm 1. -M S.W. 51 gym Sm. At SPW
<br />Is WW- FL 31 PINE NO. 2. W1 SPECIFIC 006M OF 035 OR EGUAL sless, Anes PHIDAC DISH DAVIL n- 33314 20-176 DNML fL 33314
<br />(964)00-�+ m (�)NO-M -176 (ft4)$W 20-175
<br />MOW. 1 20 p�oc (U4)40-7M M -INS?
<br />I OR� "-DOW,$ Nz
<br />"host 14101"1 *AwIPWMEIDPn L CA-Sexi Desest
<br />SEATER A. SUR 'k. P. *HUITR A. nuff A. P.IL
<br />I'm . of 20 FLORIDA U. a son 30 OF 21
<br />IF= 91 .* 1. - j 441
<br />COMPONENTS FOR SERIES 2000 A 10Q0 E-Z HANG STORM PANELS
<br />(SCALE 1/2-1
<br />[TOTAL v4m)---
<br />-12.500- (EFFECTIVE WIDTH)
<br />1/4-
<br />5 o7s
<br />Sao
<br />2244'
<br />T
<br />3.300^ Cow ,YIN. Twom
<br />2. 651,• CAL%Wt= am
<br />2. i-14-- HEMMED Typ ISM A-653
<br />EDOE GRADE SO Y601W MAIL
<br />--------------- - N 0-M G&V.
<br />(D STORM PANE 2.470'-
<br />P&WRSED *h* TRACK
<br />tmm- LUD-m- At,
<br />W/ Nomm EDGE
<br />-CAW
<br />*04111
<br />L%MEMC VIEW DETAIL A
<br />ROUNDED CORNER 0 ENDS OF PAWLS
<br />END UP W/ HEMMED EDGE.
<br />(N.T.S) LJ-
<br />L-2 0011 Rf)PAM OPAtIM -PSGER
<br />1 �4
<br />-7 r- 125• 6061-T6 Alunn. ALLOY
<br />- - ------- ...
<br />A.
<br />1w. ow (719.)
<br />IS, No. 44167
<br />FU
<br />ATE OF 02= aim INC.
<br />3'
<br />ORIO...
<br />O 3"W(Max.) Ai ANGLE STOP am%SI "'i -. z
<br />T War T07M IS Dmwaxmw gim LONG
<br />60111 Alum. ALLOYse. 1-%Fws
<br />AL C.-Gooms 3
<br />I'= Im :i -
<br />lypi
<br />2,500"
<br />2.2 44'
<br />O REVERSED "i TRACK
<br />.1 2V
<br />2.000'
<br />V Ali
<br />2"Id"(idali ALUM. ANGLE
<br />BUILDING
<br />2
<br />24 ( MaID"
<br />4,/24�NIOTE
<br />W/o
<br />tLeA& V/24 0- &(2) SEE MR 2 KID*) 3' Men, 2'/24 0, V/24 le "M 3 anaN)
<br />r
<br />I* Mn. CONCRETE ANC4M r M..
<br />As "i FOR COMCMM ANCHORS, $9 SLaLW r-.
<br />or sm SECTO4oN Sim ,*0w SHM 2S 11W.-(Sm SCHEDULE ON sm. 1, Ali
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<br />-0 OR (S) w/ OR "/am - (2) Is- t:�PAN� TO BE INSTAILUDID AT EACH
<br />• LAST PANEL (D TO K =.-.T.L
<br />NUAUM AT EACH K 1=79
<br />TIPM& ELDMON EQR OPENING WAR KMW TO FACILITATE
<br />."DUE: 'rAclutm 7".019 I21CAL ELEVATION EQR SE ES 1000
<br />REM To IF WTVM TO K INSTALLED FROM
<br />E IF INTENDED TO BE INSTALLED Fill* INSIDE OF STRUCTURE, -Z HANG STORM PANE-L
<br />E-1 HANG STORM PANEL M TMM
<br />INSIDE OF STRUCTURE
<br />a
<br />,1/4- Yew. GAP Me- GAP 1/4. Ms. Go -1
<br />MAI
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<br />SECTION A=A SECTION B-
<br />SM 313r . I" so" W . I"
<br />(Q. DEMfMN OF SERIFS TOM: E - Z HANGSTORM PANEL SYSTEM C67M OF PANEL +
<br />MOM, TRACKS AT TOP A, PANDA"n PLUS OR IV LONG
<br />Z K" STORM PANEL SYSTEM CONSISTING OF PANEL + (JrAi BOTTOM W/ PANEUMTEE.
<br />Cont. TRACKS TOP a BOTTOM. (2). END PANELS 94AU ALWAYS BE CONNECTED Ti- SILL -
<br />AiHENS O
<br />SMALL ALWAYS Y W/ 15 PANELS
<br />&PED
<br />BE BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR IES OR.
<br />C2)� (rS:V
<br />PROVIDED AT TOP Of SUCH PANELS. mwer CANE 10 1 WING NUT 09 1 "40-11
<br />INTO TAPPED (2 (EXCEPT AS
<br />(3). IF END PANELS ARE C TRACK, Cl/4Q DESCRIESED ON
<br />1/01=04 ONN O!iiiSIMILL CONSIST of ) 6
<br />;�4;10�=/4"S 1�1"Flem-o
<br />NUT OR (4T Is, THUMBSCREW
<br />1/4'W A UM (3). MR CASES WHEN END PANELS ARE
<br />OF C AT
<br />TRACK- LOCATION OF FAST04M MAY 8 EITHER X44JEOITO
<br />END PANELS ARE NOT STOP BAR
<br />EXTERIOR FLAT FLANGES OF END PANEL 17-11"N. PROVIDED AT TOP OF $UGH PANELS.
<br />(4). IN CASE THAT END PANELS ARE NOY CONNECTED To BOTTOM TRACK e. A STOP W
<br />IS DAILY& PANELS SMALL BE CONNECTEDi BOTTOM TRACK (4). =$:CM.OLATOO WHEN END PANELS AND SOME INTERIOR PAWLS ARE DIRECTLY
<br />CS =%b AT I= Too T ONE WM'RM PANEL
<br />S ON
<br />ISM (3) ABOVE. IN SUCH CAM CONNECTION OF PANELS MAY KUSTOWMJOSWrMtLVEZ3 ACT M ATrACk" BOTTOM TRACK TO WALL
<br />ljONNELMATES,
<br />TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. EVICT PANEUAIATES F SHOWN ON ELEVATION AND W/
<br />(5). V CVE2;
<br />SEE SECTION 1% 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON 54M 25. EDGE DWAACE. :��
<br />%0VUH11" NOT NEED TO K COP gi M-EAXS.sh-u:��L=.-
<br />SUCH THAT AD.14CENT PANELS LEFT & R*ff AVE
<br />ssloTjj THEIR OVERLAPS KTMM BY I
<br />✓
<br />FLORIDA BUILDING CODE (High Velocity Hurricane Z*ne)l
<br />I
<br />No, 4 167 sm ?LIM WC, 20 GJ1GE GALVANIZED STEEL STORM PANEL rp
<br />-0- LLC. STAT OF 11LIECO 61"m PROTECTION'DATE,
<br />ON SX 5 sirw
<br />TW33314
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<br />Metier As. K 'KIML oulsol"'m m M")Bw-*M 20-176
<br />ES
<br />INSTALLATION DETAILS FOR SERIES
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<br />0 WALL. AND DIRM ING INST,EfH WALL bINST.ow No
<br />L KOMT2' M
<br />INST.
<br />0 SCALE 318-1
<br />SCALE 3/8.1'
<br />&S'low
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<br />SHEET NO.
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