|
7 - I---- ANCHM (SEE SECTIONS am swErs i7. III. 19 & 2o)-- I
<br />, MAX. SAVA 7 I 4A/17. WIS, 31/iY. 41VI7. 3111/18. 3: MAX.
<br />1. MIN. OAW/16. 7AW/16 III "W/20 0I Iverps 0I I MIN.
<br />0 0 IIIII.. .............. A
<br />.6 a Lrf a we 48/17. U/146 3A/17 u/17. M/18,
<br />lAw/19 a aw/3o Imum axis. 72w/is a aw/21)
<br />I' NON. I' MIN.:
<br />ANCHORS (SEE SECTORS ON 94MS 17. 18, 19 & 20)-- - OPTION 2 FOR UEE SAFETY STORM PANELCD ELEVATION
<br />SCALE 2,57W ow 040I i9l M SAFETY IANO-------------- EXTERIOR L
<br />SECTION A -A
<br />SCALE 31IC-1-
<br />MAXIMUM KS-D.
<br />Max. PANEL LENGTH
<br />MI NIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />L (ft.)
<br />TO GLASS
<br />CONDITION
<br />RATING (p.s,f.)
<br />(SEE SECTIONS)
<br />+55.0. -72.0
<br />8*-B"
<br />2 3/4-
<br />UNBOLTED
<br />10
<br />MAX.
<br />PANEL LENGTH
<br />(SEE SCHEDULE)
<br />FLORIDA BUILDING CODE
<br />14* TAPCOk ANCHORS
<br />INSTALLATION DETAILS FOR
<br />INTQ EXISTING POURED
<br />Y4- TAPCON ANCHORS
<br />OPTION
<br />CONCRETE
<br />92 FOR LIFE
<br />OR CONCRETE
<br />SAFETY STORM
<br />BLOCK STRUCTURES
<br />1/4' TAPCOW A104M
<br />PANEL
<br />SYSTEM
<br />- TAPCON M04M
<br />oil. D.C.
<br />0 9" D.C.
<br />91 D.C.
<br />� I I _ _j/4
<br />0 9* D.C.
<br />POLIPM CONCRETE,
<br />PCURED CONCRETE,
<br />POURED CONCRETE I
<br />POURED
<br />COMCF17E
<br />OR CONCRETE
<br />BLOCK REQUIRED L
<br />1/4-
<br />OR CONCRETE
<br />BLOCK REQUIRED
<br />OR CONCRETE
<br />BLOCK REQUIRED
<br />OR CONCRETE
<br />BLOCK RE*)NMD
<br />F-C
<br />F-C
<br />1/4'
<br />1/4-
<br />IINIL
<br />EDA
<br />-as
<br />IICD
<br />on
<br />IIIT
<br />.4
<br />( ear
<br />E-D.-
<br />I'ss�
<br />Ms
<br />1i;E_
<br />f-
<br />W/
<br />NUT VASHER
<br />_V4 W /4'S.S. M.& W/
<br />/8!
<br />0;j1W VAING MR WASHER
<br />Ti \_7/e* 3/ 2' *WG FRUIT
<br />0 12 Ilr O.C�
<br />(BEYOND)
<br />WASHER 0
<br />'/2-
<br />D.C.
<br />(BEYOND)
<br />TAPOON ANCHORS
<br />1/4* TAPOON ANCHORS
<br />44' TAINCON, ANCHORS
<br />__W4'
<br />4 Ilr oc.
<br />_?j 4 I/2' O.0
<br />4 1/2- D.C.
<br />(STAGGERED W/ STUD)
<br />(SIAGGEIREID W/ STI
<br />0 4 1/2' D.C.
<br />___-POURVID CONCRETE
<br />OR CONCRETE BLOCK
<br />F-OURED CONCRETE
<br />OR CONCRETE BLOCK
<br />POURED CONCRETE
<br />09 CONCRETE BLOCX
<br />POLMO CONCRETE
<br />OR CONCRETE BLOCK
<br />It EQUIRED
<br />-
<br />SECTM
<br />ING INSTALLATION
<br />SA
<br />REMARED
<br />WALL MOUNTING INSTALLATION
<br />SELTJON 38
<br />REQUIRED
<br />WALL MMMING INSTALLAIMN
<br />SECTM
<br />WALL
<br />REQUIRED
<br />MIOUIMTIING I
<br />0 REGULAR PANEL
<br />SCALE 3/s._1 .
<br />0 LIFE SAFrrY PANEL
<br />SCALE 3/8--l-
<br />4A
<br />0 REGULAR PANEL
<br />SCALI 3/5*. 1 *
<br />0 LIFE SAFETY PANEL
<br />SCALE 3/A"-I'
<br />su INSET to a 20 FOR ANDROS TvP[
<br />ISPACM
<br />FOR WITINUATIONS INTO w=
<br />3
<br />FPVAK BUILOPID,
<br />MINIMUM A40OR SPACINGS AMD WOE DGWICE AM INDICATED ON INS
<br />3
<br />SCHIDN" MR ED LESS THAN WrATO
<br />SDIMU REDUCE ANCHOR SPACIND BY
<br />MULTIPLYING SPACPIQ SHOWN ON SCHEDULE
<br />3
<br />__AI ED, "BE wom
<br />ram
<br />BY THIR FOLLOOM FACT=. MR TM OPERATION TO X POSSGUL RMUDED
<br />SPACK OBDOU USM FACTOR SMALL NOT BE TWA MINNUM SPACVC INDICATED
<br />FOR EACH *VCHDR TYK ON TAB SCHEMILE
<br />Ea. lzt ov W.1 frou 0 01 4 vf Im*01 ON - PWEL -SYSTEW,
<br />k 011 3F.4 Pi I I ,, M19111 :1 4 NXI z 101a 4 j 4161 N'Tou I'M 3i 1 41:1 k11q]R&i I Z11 :
<br />POURED CONCRETE
<br />OR CONCRETE 11LOCK
<br />REQUIRED
<br />T4�;10`*
<br />PARELIVATE PLUS III
<br />0 . 3/32, ww "LIT WAS,"
<br />0 6 1/4" Oz.
<br />-POURED COMV` It
<br />opt CoRcRim 9�6
<br />REOUNFIED
<br />WALL MOUNTM INSTALLATION
<br />SECTION SA
<br />0 REGULAR PMEL
<br />SCALE 3/0--l-
<br />su sHw It a 20 POP ANCHOMS TYPE
<br />No= "PIT
<br />SPACING FOR MU�704 INTO WOW
<br />3
<br />N133
<br />3
<br />PARK BULDINKIL
<br />NORMAN ANCHOR SPAM" AND WOMW 1:0111: osr4ma ARE $*CAM ON THIS,
<br />I==
<br />3
<br />SCHEALK FOR ED UISS THAN INONATO ON,
<br />SCHMU REDUCE ANCHOR SPACING BY
<br />MULTIPLY04 SPACING, SHOWN, ON SCHEDULE
<br />to.)
<br />1/2
<br />Rismin. CA "BE None
<br />W THE FCUCWM FACTORS. MR lift
<br />OPERATION TO K MSSOL FAMUCED
<br />9WXZ ONDAM USW FACTON SMALL NOT
<br />BE UMS TWA MOMJLW SPAIDINC WORATO FOR 011 ANCHOft TYPE OR INS WWDUI
<br />2 I�r
<br />I
<br />a S.
<br />. ANDAATC PLUS W/
<br />3/32' WING NUT WASHIM
<br />(BEYOND)
<br />-POURED CONCRETE
<br />OR CONCRETE BLOCK
<br />REQUIRED
<br />WALL MOUI INSTALLATION
<br />SECTION 50
<br />0 UFE SAFETY PANEL
<br />SCALE 3/8'-i*
<br />FLORIDA BUILDING
<br />(n
<br />-Cu >
<br />0
<br />C-
<br />_I,_j
<br />=
<br />_0
<br />(D
<br />L_
<br />CL
<br />C�L
<br />=
<br />0
<br />0
<br />L_
<br />CY)
<br />Cu
<br />-6-i
<br />C)
<br />I(n
<br />0-
<br />=
<br />=
<br />-0
<br />Q
<br />0
<br />-M
<br />-0
<br />-=
<br />0
<br />2
<br />"
<br />cl
<br />q:
<br />-2
<br />a)
<br />3:
<br />0
<br />0
<br />Li-
<br />0
<br />>
<br />Cn 1
<br />E
<br />cn
<br />E
<br />CU
<br />z
<br />z
<br />w
<br />mi
<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UEE SAFETY STORM PANEL SYSTEM GIOMIERM. INDIES, VAM IE-7 H" STOM PANIEL SYSTIEM
<br />INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1. E-Z MARC STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D,) HAS BEEN VERIFIED FOR COMPLIANCE IN B.1) LANIMUld EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 0 & PANELMAIT PLUS MID CONCRETE
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF T14E FLORIDA BUILDING CODE. BLOCK SMALL BE 1 1/4-,
<br />DESIGN WIND LOADS SMALL K DETERMINED AS PER SECTION 1620OF THE ABOVE MENTIONED CODE, -0 X 7/8* CALK -IN ANCHORS SMALL BE IS 7/8- INTO CONCRETE.
<br />B.2) MNWWUM EMBEDMENT 1/4
<br />OW HEADER FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHIMERS WILL BE INSTALLED AND VNTDOF
<br />7 GUM411DER FOR A DiREC71COMLITY FACTOR Kd.0,55. USING ASCE 7- 1 6 AND SMALL NOT EXCEED THE NAKIMUM (A.S.D.) POO EMBEDMENT ANY FINISH I"TERIAL SMALL BE PERMITTED.
<br />I I-0 TAPCOM 0 6- D.C. DESCH PRESSURE RATINGS INDICATED ON SHEETS 25 & 26. 1/4' 0-20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) To
<br />1/4 ENGAGE 3/4' ONTO ANCHORS.
<br />-44,061TAPCON 0 a, Cc, W4,-#,TAPCDN 0 r Oc W�4'10 TAPCON 0 C D.C. P" IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-15
<br />T�:%. THREADED W"
<br />/2- wei THREAM MK THREADED P T;:N. THREADED
<br />IAT WOOD I IN ORDER 8-3) IN CASE THAT PRECAST STOW. 00 PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL
<br />PENETRATION AT WOOD PENETRATION AT 11000 HEADS AT WOW SMALL BE FIRST REDUCED TO A.S.0, DESIGN WIND LOADS BY MULTIPLYING THEM By 0.6 To
<br />t, I . MERGER HEADER TO COMPARE THESE III MAX. (A.S.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 III 26. ANCHONS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE KMVND Su P HEADS NEWS HEADER CH AWLS ANCHORA"
<br />SKILL BE AS MENTIONED IN 8-1) AND 04 B.2).
<br />RISE NOT OVER STRESSED, A 3M INCREASE
<br />:NN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS ESI
<br />-Q meow 1/2'
<br />1/2' 8980 1/4, 1 12, i/4- 11/4 11/4- ALUMABLE STRESS MR WIND LOADS WAS bM USED IN THEIR ANALYSIS, FASTENERS SPACING TO WOOD HAS Sam M_ IIDETERMINED IN ACCORDANCE WITH NO.S. 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMINIENDATIORS AND SPECIFICATIONS OF THE ANCHOR'S
<br />2- MANUFACTURER.
<br />WOOD HEADER STORM PAI ADEOUACY FOR IMPACT AND FATIGUE RESISTANCE PAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />REOUIRED PORT 1 2032. AS PROTOCOLS TAS-201. 11 IT SMALL K THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNOWSS Or THE STRUCTIURE WHERE SHILITTER REGUIRED I
<br />THE ABOVE MENTIONED CODE AS PER FENESTRATION TESIM LABORATORY. INC. RE
<br />2 AND TAS-203 TO BE ATTACH D TO INSURE PROPER ANCHOWA. INTS SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK 9`Nj -C
<br />2. TTASS SYSTEM HAS SUN DESIGNED TO BE INVALLED ON THE OUTSIDE OF THE OPENING ACCESSING T14E OPENING FROM THE OR WOOD FRAME BUILDINGS. > 0
<br />WOOD ME
<br />2- IINSIDE W/O THE USE OF A LADDER OR UI THIS APPLICATION IS VALID WHEN INSTALLATION 5 ATTENDED TO BE POWORNEED FROM THE INSIDE OF STRUCTURE. t2. THE 06TALLATIDN CONTRACTOR IS To SEAL/CNULK ALL SHUTTER COMPONENT EDGES WHICH RENI IN CONTINUOUS 0
<br />EXISTING SCAIPAGN EXISTING CONTACT WITH THE BUILDING TO PREVENT WIND/FUNN INTRUSION. CA" AND SEAL SHUTTER TRACKS ALL MM14D FULL co
<br />LENGTH.
<br />%, CAM I SERIES 1000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOURM TO BE agy 90*001 M.. CLASS 0111 to PANEL PANEL LENGTH (ut IcwDUJL PERFORMED FROM THE INSIDE Or STRUCTURE- *L, Mem. EXISTING 13 STORM PANEL INSTALLATION 94AU COMPLY NTH SPECS INDICATED IN TRIS MW44G MUG ANY BUILDING AMU ZONING (SEE NM I BELOW) S_ 0. *w Is)
<br />PM40L LENGTH (SEE NOME I OW)W) REGULA71ONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. X
<br />PAROL LENGTH %, M 4. SERIES 2DOO INSTALLATION 15 APPLWA13LE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLOSS STYLE WINDOWS WHEN
<br />EXISTING- (SEE NON I BROW) (SEE M(TR I BELOW) M INSTALLATION 6 REQUIRED TO BE PERFORMED FROM T14E INSIDE OF STRUCTUIRE 14 ATRIUM WINDOWS AND DOORS, PC, E LL
<br />PANEL LENGTH PANEL LENGTH
<br />300MULE (SIDE Z HAW STORM PANEL SYSTEM IS PAIFIW INIBIGIN1111 v`w (SEE NOTE I BELOW) 1/4*0-20.1 IXI 19) S.S. M.S. W/ DSW a. 16) (SEE NOTE I BELOW) 5- ALL ALUMINUM EXTRUSIONS TO 13E 6084-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVALUATION DOCLUENT (P.E.D.) PREPARED By S E is GEN AND DOES NOT
<br />CLASS - (S ! : a-
<br />s S .:Dii 0 L_
<br />IGLUAS'S &s. M.S, Vill THI NGINEER ERIC PROVIDE 7/5'0 . 3/32' 7/11��3/3r F S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-1414 4 .
<br />WIND NUFT 7/8'0 . 3/32 -4 I INFORMATION OR A SITE SPECIFIC PROJECT; i WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E-D. WNW NUT LOY
<br />6. (b) CONTRACTOR TO BE RESPONSfBUE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF
<br />-it DIED HI DOES NOT DEIATE FROM THE CONDITIONS DETAILED ON CI TAIPCON , I
<br />0 IM
<br />1/4'0 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUTY STEEL ASTM A-653 GRADE 50 Mii,I.. GALVANIZED STEEL THIS PRODUCT BASED ON THIS P.E.O. PROM
<br />6. DES04ATION W/Fy. 58.5 No (AFTER ROLLED) THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. C:
<br />I'D.C. W/, 1/2 THREADED - I j (1)
<br />PENETRATION AT S. ALLSCREVVS TO BE STAINLESS STEEL 304 OR 319 JUSI SERIES OR CORROSION RESISTANT CCATED CAR13ON STEEL AS PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED III IF iI .45 mowcrN OF PLATEf ED
<br />SOO 8 W/ 50 kmi YIELD STRENGTH AND 90 ki TENSILE VWj#GTM & SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4 (d) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 9. DOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AISI 304 SERIES STAINLESS STEEL. W17H 36 k., MINIMUM YIELD STRENGTH. 13ECOME THE ENGINEER OF RECORD (E.O.R.) FOR ME PROJECT AND WHO VVILL BE RESPONSIBLE FOR THE PROPER 10 ANICHORS TO VIIALL SMALL BE AS FOLLOWS, USE OF TH P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO <
<br />ISUBMIT TO THIS LATTER THE SITE SPECJFIC DRAWINGS FOR REVIEW THE P.E 0. ENGINEER. 94ALL I(A) < DI (s) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIG Co. 114 NATURE OF THE PROFESSIONAL ENGINEER OF ___ - - m - 1/4-0 TAPCON ANCHORS AS MMUFACTLMED BY I.TW. BUTUDEX, INC, (MIN. f'3122 p.s.i.) RECORD THAT PREPARED IT ED M.s. W/ ED aM.S. W/ ED 1/4' SOX 7/8& CAL.9-IN ANCHORS, AS MANUFACTURED BrY DEWALT INC. (MIN. V3000 p�.Q '5
<br />CONT. ,ww,,. - C 7/5-W/32- ROAD NO 014- 1 PANCLUATE FEMALE TO & PANELMAITE PLUS ANCHORS, AS MANUFACTURED BY ELM CONSTRUCTION PRO 16, STORM PANEL MANUFACTURER LABEL SKql BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN 1,711r. 3/32' WHO NUT 3/32' WM /2: O_ I WASHER (BEYOND) 3350 P-1) DUCTS. ACCORDANCE WITH SECTION 1709.9.3,OF FLORIDA BUI CODE. ONE LABEL SMALL BE PLACED FOR EVERY OPENING I I LABELING TO COMPLY WITH 709.9.2 OF THE FLORIDA BUILDING CODE WASHER 0 12 $/2' O.C, RM *-.9" WYOND) I- I C. >
<br />0 9, C, -_ __4' '- , 3/31* WIND .1 F P .1 . I T/B /8*0 V32- WING NUT ALI) MINIMUM EMBEDMENT OF TAPCDN ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4 AND 2 OR ANEUMATE
<br />STUO) 2-.- WOOD PLATE 2".4' WOOD PLATE OF PLATE WASHER 0 6 1/4- QC REQUIRED WASHER 0 (BEYOND) FEMALE 1D & PANELMATE PLUSL THREADED REOLAW.0
<br />MIDWOTH ='�IrAT A' T=&AWM PLATE A2) MINIMUM EMBEDMENT OF i/4*o x 7/8' CALK -IN ANCHORS SMALL BE IS 7/8' INTO CONCIPM, NO EMBEDMENT INTO > OF PLAn OF PLATE f14-10 PANEUMATE 1 #14-10 PANEUMATE t 1/4- 0-20 SS SIDEWALK BDLTS USED SMALL BE LONG ENOUGM(SHOUTLD ANY FINISH MATERLAL EXIST) TO ENGAGE c:
<br />0 ANY FINISH MATERIAL SMALL K PERMITTED.
<br />PLATE PLATE 0 6 TIK)�4�. 4* D.C. =8 - C", Q�ED INSTALLATION WALL MOU)MNG MWALLATION MIN Mel. TON 1/4'
<br />Auftv� AT WVMDTH OF PLAI AT MQWOETA1H=0F PLATE INTO AOICHORS. 0 0
<br />WALL bMMTMG *MnALLATMN WAILI WOUkWNQ I REGULAR EL 19 AL3) IN CAM THAT PRECAST STORE. PRECAST CONCRETE PAWLS. OR PAVERS BE FOUND ON 7,iE EXISTING WALL OR
<br />SCALE 3/8--i- NY PANEL fikw eaffiftmPANIEL 0 MRIMWIMMIEL SCALE 3/8--1- WALL I&MNG IN I ATION WALL FLOOR. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL I ALTERNATIVE RAW BE AS MENTINED IN A, I) AND IN Al). .I SCALE 3/8--i C)
<br />SCALE 3/8 UrE SAFM PANEL 4-
<br />.. ... 0 REGULAR PANFL ...... 01 No. 44 I . - rP N"_ 67 ui
<br />SCALE 3/8--l- SCALE 3/8'-I" (0) TO EXISTING CONCIRETE BLOCK WAi, FLORIDA BUILDING CODE (High VVilocity FLORIDA BUILDING CODE (109h Velocity Nu Can* Zono)l I. INSTALLATIONS ARE ONL WALD FOR BUILDINGS WITH A.S.O. DESIGN LOADS Nu cam Zons)l - 1/4- 0 TAPCON ANCHORS AS MMUFACTURED BY IT.W, BUTLOII INC, FLORIDA BUILDING CODE (High Velocity Hu one Zone).
<br />UP TO .551. -73LO PSFYAM PANELs LENGTH UP TO W-11' 157 S .2m m�. 11011m, V2010 YLWCQ W_
<br />44167 20 GAGE GALVAMZ rp BY�/4' 0 X 7/8� CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (f150D p.m.;.) rp
<br />MEMOSS TO K SOUTHERN 20 GAGE GALVANIZED STEEL STORM PANEL C ED STEEL STORM PANEL --f 4-10 PANEUVATE FEMALE ID AND PANELMOTE PLUS ANCHORS. AS MANUFACTURED ITT ELCO CONSTFILICTON 4a 20 GAGE GALVANIZED STEEL STORM PANEL 2. FOR NEW WOOD FAME CONSTRUCTON, I juSTALLATIONS ARE ONLY VALID FOR BUNUDINGS WITH A.S.D. DESIGN LOADS PRODLXTS (rm-2071 p.m.;,) 07/M/IM UP TV .55.5. -72.0 PST AND PANEL'S LENGTH UP TO W-11' PNE MD. 2. W/ SPECIFIC DENSITY Or 0.56 OR EQUAL 'It ATE ROM PROTECTM
<br />ROTECTM PRODUCTS, LW. GLOBAL PROTECTION PRODUCTS, LLC. PRODUCTS. MC.
<br />11LIEC0,111c. GLOBAL P 2. FOR NEW WOOD FRAME C0067RUCTIC41:010000 MEMBERS To K SOUTHERN _� 4 51 snw
<br />ME NO. 2, W/ SPECIFIC D s1p 11LIEC0,14C Stw , �, ONAL FL ENSM OF .55 OR EQUAL
<br />3=14 20-176 11-4 .. ....... DI FL 333ijNm4Nmm
<br />tft-)�lsw FAX: ("-)ND-M _z!%:19t& 7 76 gkVR4900M 20-176
<br />Wommem; OR� NI -z am -_ )M-nft SO,,"amotw/om - 1 - -.1 - I - IIM.1 I - 11 IE_ !n Iwym A. 'UP P, Pl� MAL/�TUW,/WE DEk/Dwnw/c.TE F09 �nwn VIRUS F09 jM V1
<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS /24 (� man 2 BELON) INSTALLAION R AILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />(SCALE 1/2-l) V/24 1. r4/24 1/0111V0000.0 NOTE 2 KLOW) 3* Mo. 2'/2410, V/24 ON
<br />ENCH . T MR colckm licon SET ft !� I PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK
<br />IS.5 r r@ saffe)
<br />3'- MWL 0014CMITTE "CHIPS; "773- M..
<br />ON Ists: sommu C. VmVw 2S)
<br />- 2,591*- or M_ SEE SECMM ON SOW IS AT 2 V.. za=_
<br />-2.591' ft omcm ot-M -06-
<br />15. 1 96- (TOTAL WON) 2_210`-� = .m
<br />aI4 4 ON 20 12.500" (EFFECTIVE WIDTH) Ii 2.250' 1/2 4 Cn 1350,_ v b .075' 2-500' (D
<br />I.075' IDow' M, THICK 3.500, TM 2.500' REAMED T \t2 II WVKR x w-re -, - - PAMELI PA, IAM A-653 am NOTE 2. 3. 4 aaAw $III VOTE 2. 3. 4 804& SEE 4 7 GRACE 50 MINIMUM MAX J 5 aim L - ------ ----------- I3/Ir aI�_2.470*--J 2w, MICK 10*44/1.4 W/ .3 WNGNUIS GALVANUMED STEEL EDGE 2-470' 2.244' (D 2.000- -2*, II.3 ImPaRVAS T STOR'd PANEL 40 2 -L' 7 IV- CBBBBB gEvrgsrp VVuVV TRACK i4 i Hi i i i I' I'll, !1 1�. I i I 0
<br />REVERSED *h' TRACK ki 11111 11 X so.umus i I
<br />I SEE NOTE 4 BELOW ',� ' I P*WLWTE (Tv.) ON, 25 SHUT " I - - - 1 111- -_
<br />UPL-3-- ANCHORS, SIX 3_ 2. IFOR SCHIMM ON 41,
<br />; I.A., NNY B� LOCATUD, TION L W?SEPAcwk i __0
<br />SCE SM-TOG ON smis N AT END OR gL=I%E& o. SIPARKIMIC o�ft -SOIEDLU ON SHUT 2& FOR 1000D SMW mA=1 I.2 III on N/O(V INIERVOR PANELS_jS._ OR LAST P TO BE INSTALUED AT EACH TO BE INSTALLED AT EACH ISMALL ALWAYS BE PROVIDED =.:k�a dmigam REAM KAN= TO FACILITATE =T1% TYPICAL ELEVATION rIOR HANDLE TO FACILITATE 12f If INTENDED TO BE INSTALLED FROM . TO BE 061AUM FR. T171CAL ELM71 ALWAYS BE I=,& 112E E-Z HANG MOR MMIDE or STRUCTURE. M INSIDE OF STRUCTURE E-Z HMO STORM PANEETWILM ISCAUT 3/3r 3/327 - I' O� II % 1/4' 1/4' ft.. GAP-j- IISOMETRIC VIEW DETAIL IROUNDED CORNER 0 ENOS OF PANEL Doo. 125-_75', END UP W1 HEMMED EDGE SECTION A- SrCTION R-A -A aAr 2. 2. M. (N.T.S) I.,25' 3/3r Ivw - I M. DEFINITION OF SERIES TOM: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PAWL -2.000 5* M 77t L
<br />TRACKS AT TOP & PANELMATE PLUS OR 15* LONG (1). DEVNM9N_jQE__SENCL=: E - Z HARD STORM PANEL SYSTE CORI OF PANEL BOTTOM III PARELNUITM Taw, M Dorl. TRACKS TOP At 9OrTOM_ (2). END PANELS SMALL ALWAYS BE CONNECTED To )T WALL By MEANS OF 0, - LOW, At !IOI�..ENO PANELS J" TRACK PANE ER 2"W(Was.) ALUM, ANGIE BE CONNECTED TO BOTTOM TRACK O"HERVIRSE A STOP BAR PANELVATES OR IF 4 I 1 (2),IrD PANELS SMALL ALWAYS �;�F DID: �4 MIDE SMALL BE P AT TOP OF SUCH PANELS. SMALL BE CONNi�,Fjll" L) cD
<br />.�. 1�1 4.bl 212 125" ARE CONNECTED TO BOTTOM TRACK. CONNECTOR SHALL CONSIST OF YANG ART OR I4;Z-(2Ox. EPT AS WALL AN DIRECT NTING *W, IIr.c. Cn
<br />DESCRIBED ON 3) OI t
<br />6061-TS Mon. ALLOY (3) IF END PANELS"O"DED (&C 1/4-1".3/4 M.S. I/ 7le /T32� INDUS NO OR 1/4-ft3/4- kfi�. THUMBSCREW (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ 15' LC%CTRA%,T AT WALL III= INST, SECTM 2'
<br />INTO TAPPED BOTTOM AC =,a OF FASTENERS MAY III AT EITHER OF TWO END PANELS ARE NOT CONNECTED TO BOTTOM X STOP BAR AMMEM11 FLOOR TO CIE11LING MOFbMINIG INST. BUILD -Out G INST, PANEL BU -_ 0 SCALE 3/8.1* MOUNT!
<br />EXTERIOR FLAT . OF END (gMS0LL E ROWDED AT TOP OF SUCH PANELS. BOTTOM TRACK (i.e. A STOP BAR (4). FOR INSTALLATIONS WHEN END PANELS AM SOME INTERICIR PANELS ARE DIRECTLY SCALE 3/bi* SECTMIN 3' SECTION 4'
<br />IS ONLY THAT TTOTI __@ SCALE 3/11-1- SCALE 3/8. I -
<br />USIND S USCD :IPW MT PANELS SMALL BE CONNECTED TO BOTTOM TRACK MOUIDET) TO EXISTING SILL WALL FY-MEANS OF PAKLMATES. ONE INTERIOR PANEL Iw IPECS PICKA ON NOTE (3) ASCIVE_ IN SUCH CASE. CONNECTION OF PANELS 14 TO BOTTOM TFAC LAY OCCUR AT ANY PANEL LOCATION MAY BE USED BOTTOM ATTACHING BOTTOM TRACK TO WALL W PAN JOINTLY&=S" SW" ON ELEVATION AND (5). SEE M�. TWO ELMXTES W 4 SECTION I% KS' & 4' ON SHII 24- SEE ANCHOR SCHEDULE ON SmEEI 25. EDGE / V A ro N BY ANY MEANS _FY am I 055' CTYP) IuN% NOT NEED Til�rRCTTEGS . =K SX INSTALLED C. SUCH THAT ADJACENT PAN" Zwx LEFT RONT SOE OF NITTERIOR PANEL) HAVE aSVjjj%III1Tj Lu
<br />THEIR DVEPLAPS RETAINED BY :4 one zons)l 0 TOP III 07now mmwom CAN K FLORIDA BUILDING CODE (NIgh VelocIty Nu cone Zone)
<br />rp. CDLOM IN ANY TO w, Its= FP
<br />OF No. 44167 -A FLORIDA BUILDING CODE (High wocity wu FLORIDA BUILDING CODE (NIgh Velocity Hu come Zone)f EN "-.T �S I 67
<br />_350 I � TL=. M
<br />20 GAGE GALVANIZED STEEL STORM PANEL NO. 4 167 20 GAGE CALVANIZED STEEL STORM PANEL STATEOF z
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<br />L-3" 1I 20 GAGE GALVANIZED STEEL STORM PANEL
<br />z 0.1 A Dmee 4w
<br />RIO C, DETAIL I r____ PRODUCTS, LLC. OF Q7 GLOBAL PROTECTION PRODUCTS, LLC. wm. WAL. IVIEW
<br />STOP BAR ....... GLOBAL PROTECTION STAT GLOBAL PROTECTION PRODUCTS, LLC. 1 wit z
<br />SA, 51 snw 51 low
<br />3*x3"(Mgx.) ALUM. ANI I * LONG DA.C. `_ =I- %Vlt' OPRE. FIL MOI. COMM - - .1 -
<br />1 (04)�"0. FAIL 20-176 ft� 20-176 IMMIL FL 33314 20-176 <
<br />6063 T5 ALUTT. ALLOY Pull, __ - =- .. -2 -=ft F� (9114)IIII FAX, (�)OB�M7
<br />am - - .- E, = -.1 - I-
<br />ows A. nuff 1 pz C.-410067,11 ms
<br />*I= A. Wiff PL 22 OF IN ww"or" NLTER A. "'Aft .P.. PZ 'Low U. # F09
<br />SHEET NO.
<br />SH 1.2,
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