|
I I __ I __ III - I - I I I I I I 1-1"f L I I III 'l 1 11111 1
<br />D.W.or
<br />D.Il
<br />---ANCHORS (SEE SECTIONS ON SHEETS 17, 1& 19 A, 20)---
<br />-.1
<br />I MIN.
<br />SAW/30
<br />i1w/19 a ON/20
<br />6 0 __0 0
<br />0
<br />C PANEL 1141
<br />Wou,
<br />1.7
<br />;-IfOLTS
<br />Rec
<br />7
<br />peel earl CoFftm JA
<br />V" AW ff UFT a PRINT
<br />t�n/ 7. es/17. Bal r
<br />I' ANN. All
<br />ANCHORS (SEE SECTIONS ON SHEETS 17. 18. 19 IS 20)
<br />OPTION #2 FOR LIFE SAFETY STORM PANEL(I ELEVATION
<br />SCALE CAP
<br />ID-@
<br />Exom
<br />SECTION A -A
<br />90-U 3/16'.1"
<br />r Ill 17, 1.1117 WNW pm ol P Pl7liMs :73 v I I [elf-WROW-1
<br />0 1111111111M.131M
<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 (p.s.f.)
<br />(SEE SECTIONS)
<br />+55.0. -72.0
<br />8'-B"
<br />2 3/4-
<br />UNBOLTED
<br />A MAX.
<br />PANEL LOYMN
<br />(SEE SCHEDULE)
<br />FLORIDA BUILDING CODE
<br />IZ4" TAPCON ANCHORS
<br />0 1,. O.C.
<br />POURED CONCRETE
<br />OR CONCRETE
<br />BLOCK RECURRED,
<br />T_ rI GRASS ,
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4' TAPCON ANCHORS TAINCION AN04M
<br />4/4* TAPCON M404M
<br />r O.C.O.C. I 0 r D.C.
<br />POURED OR CONCRETE
<br />CONCRIM POURED CONCRETE CONCRETE N POURED CO�ONCRI
<br />BLOCK REOUIRED OR OR CON
<br />BLOCK REQUIRED .1 BLOCK REQUIRED
<br />1-C -
<br />1 /4'
<br />FC 1/4'
<br />M
<br />E-DA E__ D. A,
<br />I
<br />3/32' whw MR
<br />0 12 V2. D.C.
<br />114. TAPCONANCHORS
<br />Il' 4 Ilr ac
<br />(wamm W/ STUD)
<br />_10AM CONCRETE
<br />OR CONCRETE BLOCK
<br />aroum
<br />TALLATION
<br />SECTM 3A
<br />0 REGULAR PANEL
<br />SCALE 3/8.1'
<br />MANNIKIN.
<br />NoxY I.)
<br />4,
<br />INOMA'
<br />_0
<br />E.4z
<br />3/32" WIND
<br />WASHES (BEYOND)
<br />1/4* TAPCON ANC4GRS
<br />IS 4 1/2- Or -
<br />(STAGGERED W/ STUD)
<br />-OURED CONCRETE
<br />OR CONCRETE BLOCK REQUIRED
<br />WALL MOUNTING INSTALLATION
<br />31 0 LIFE SAFETY
<br />SCALE 3/8--1-
<br />1/4
<br />SEOW 19 SOFOCS TYPE a
<br />MIN= TYPE
<br />1OWSNZNG
<br />FOR AdtANS IOW
<br />"NITIOWHGOW
<br />AwSax swass INQ
<br />3
<br />FIAME @Ukt"
<br />."" ANCIOR SPW:pNaS &.0 N"
<br />•EDGE NNNS
<br />SsuAcc on INDICATES ON TIRE
<br />SCHEDULE FOR E.D. LESS THAN INDICATED ON
<br />=
<br />3
<br />SCHEDULE REDUCE ANCHOR SAMONG By
<br />mtxTftym SPACING SHOWN OR, SCHEDULE
<br />ANIII Le. am wreso
<br />Pm=
<br />IN THE FOLLOWING FACTORS. FOR THIS
<br />OPERWERN TO BE POSOKE REDUCED
<br />_-AS
<br />SPIAMIC ONE40JED IONIC FACTOR SKNUL NOT
<br />g 1/r
<br />WE LEM INAIN MINIMUM SAACING TOOTEDTOM EACH ANCHOR TYPE 04 THIS SCHEDIAE
<br />3 11'r f
<br />'=Avevn
<br />RNIN
<br />.)
<br />'
<br />GLASS I
<br />Lis
<br />N/ 7/IN
<br />r
<br />CD
<br />ED,
<br />/2N.S.
<br />Iv
<br />4'0- /4S.S. MILE. W/
<br />vm
<br />0
<br />WASHER
<br />"Il wRNG NUT WASHER
<br />12 1/2- D.C.
<br />(KY(*O)
<br />44* TAPCON ANCHOR$
<br />OCON
<br />_44g�"
<br />4 1/2- D.C.
<br />40 4 1/2- D.C.
<br />__ORCONCRETE
<br />OR CONCRETE BLOCK
<br />REQUIRED
<br />WALL MOUNTING INSTALLATIO11411
<br />WALL
<br />--- POURED CONCRETE
<br />on CONCRETE BLOCK
<br />REGLW=
<br />MOUNTING INSTAI 'AM
<br />SCOTCH, 4A
<br />0 REGULM PANEL
<br />SCALE 3/1l
<br />NE09" 41
<br />9 LIFE SAFETY PANEL
<br />SCALE 3/Il
<br />INSTALLATION DETAILS FOR
<br />INTO EXISTING POURED
<br />IZ4' TAPCON ANCHORS
<br />OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1' TAPCON AMCHORS
<br />149.
<br />eq. D.C.
<br />r e, O.C.
<br />POURED CONCRETE
<br />POURED CONCRETE
<br />Olt CONCRETE BLOCK
<br />OR CONCRETE BUDOC
<br />REQUIRED
<br />REQUIRED
<br />1/4*
<br />1/4-
<br />Fr- - I
<br />'INP.
<br />Ef
<br />Rea 1.0
<br />rr
<br />1;::IW* PANEUMl PLUS W/
<br />WIND NUT WASHER
<br />;3/32'
<br />. * o.r
<br />eouRED CONCRETE
<br />OR CONCRETE BLOCK
<br />REQUIRED
<br />WALL MOU At I ATION
<br />0 REGULAR PANEL
<br />SCALE 3/11
<br />SSE SWEET 19 IS 20 FOR ANCHORS TYPE III
<br />I
<br />AM= Tot
<br />1/4,
<br />WINDOW
<br />_
<br />041RDWIF
<br />MISS
<br />SPACING FOR IATID WOOD
<br />ux, WaSon IrRows DN.)
<br />1
<br />3
<br />nv&a §ULDM
<br />iMNL%U ANCHOR SPACINCII AM MINIMUM
<br />CODE OWAW ARE INDIONIM ON THE
<br />-
<br />3
<br />j
<br />504WLLE FOR ED.ASS THAN INDICATED ON
<br />SCHEDULE REDUCE ANCHOR SPACING BY
<br />MULT11"U"We rococ SHOWN ON soma
<br />3
<br />3 '/2
<br />exul Is, On on"
<br />-
<br />poem
<br />SY THE FMIDw■I FACTORS. FOR Tift
<br />OPERAMW 70 WE POSSIM REDUCE[)
<br />110
<br />SO
<br />SPACING OWW= USING FACTOR SHALL MIT
<br />WE uEss rNAw MINIMUM spAcm WRIAM
<br />FOR EACH mom TYPE ON TIRE scenAILE
<br />r
<br />,AD
<br />13w
<br />3 'Ir
<br />G
<br />AXAM
<br />'o
<br />--A
<br />4r'W aware'
<br />G 6.
<br />1-41.18 . PANEUTAE PLUS W/
<br />WING MIT WASHER
<br />(BEYOND)
<br />JNYJACOED CONCRETE
<br />OR NCRETE BLOCK
<br />REQUIRED
<br />WALL MMTM INSTALLATION
<br />SECTION 50
<br />0 Ua SAFETY FAHEIN
<br />SCALE 3/8--1 -
<br />Nurrfcono
<br />(D
<br />>
<br />0
<br />16-
<br />CL
<br />CL
<br />0
<br />0
<br />Ito
<br />0
<br />-a
<br />C/)
<br />-t�
<br />0
<br />0
<br />L_
<br />5_
<br />-0
<br />q
<br />CL)
<br />=
<br />0
<br />0
<br />lV
<br />LL
<br />0
<br />>
<br />Ln
<br />Cn
<br />E
<br />CU
<br />2
<br />u)
<br /><
<br />INSTALLATION DETAILS FOR OPTION J2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM 2EMMS-1111M. - I
<br />INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1. E-Z RANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN 8.1) MINIMUM EMBEDMENT OF TAPCON M404OR5 AND PANELMATE FEMALE ID S, PANELMATE PLUS INTO CONCRETE
<br />7
<br />ACCORDANCE WITH THE 2020 (70% EDMON) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4-.
<br />DESIGN MAID LOAM SHAUL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MEN TIONED CODE. Ill MINIMUM EMBEDMENT Of 1/4.0 X 7/8-CALK-IN ANCHORS SMALL BE IS 7/8- INTO CONCRETE.
<br />FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE TIERS WILL BE INSTALLED AND
<br />I
<br />SHU NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL BE PERMITTED.
<br />i WOOD WADER FOR A DIRECTIONALITY FACTOR 940-0.05, USING ASCE AND SKALL NOT EXCEED THE NMXIMUM (A_&Q) -20 SS SIDEWALK BOLTS USED SMALL BE LONG ENOUGH(SHOULD ANY FINISH TO
<br />Now HEADER -16
<br />--IIEMWED ThIOU'RED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2376, 26. ENGAGE 3/4' INTO ANCHORS.
<br />MATUM EXISn
<br />I/*-0 TAPCON 0 r O.C.
<br />O.C./*'o TAPOON 0 Ill D.C. TI.OtEADED IN ORDER TO VERIFY THE ADM CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16
<br />4'9 TAPCON 0 6' 1. T�:N
<br />1 1/2- WIN. AT WOOD 0. DESIGN WIND LONDS By MULTIPLYING THEM BY 0.6 IN OFIl TO 8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE
<br />AT THREADED HEADER SHALL BE FIRST REDUCED TO A.S. PANELS BE FOUND ON THE EXISTING WALL
<br />PENETRATION WOOD gj� Z�_ EETS 25 & 26. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ANCHORAGE
<br />cz�� 1� I I .' I . , TO COMPARE THESE W/ WAX. l DESIGN PRESSURE RATINIM INDICATED ON SH
<br />HEADER HEADER ME-= HEIM
<br />SHALL K AS MENTIONED IN 5.1) AND 04 92).
<br />IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 3U INCREASE
<br />G Ell
<br />Z
<br />1/2 /2' 1/4- IN ALLOWABLE STRESS FOR WIND LOADS WAS MM USED IN THEIR tZ%LYifS. FASTENERS SPACING TO WOW HAS BEEN
<br />t/4- i/2-
<br />"Am I
<br />:r: "s 4 � I r/2
<br />1/4- :Rl M.. All DETERMINED IN ACCORDANCE *YIN N.D.S. 2015. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF NINE ANCHOR'S
<br />-1 1 1 MANUFACTURER.
<br />2, STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION
<br />1771 L
<br />47 LFA WOOD MCNIXER 2�. 2 2' ; : : OF WOW HEADER 2' Min. 1626
<br />MY. NO I - - �'7 - - ' "' REQUIRED THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY, INC. REPORT 2032, AS PROTOCOLS TAS-201, 11 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SKMER
<br />TAS-202 AND TAS-20OR WOOD FRAME SHUTTER SMALL ONLY BE ATTACHED TO CONCRETE. BLOCK
<br />SYSTEM HAS 2. C:)
<br />4 T �z
<br />INSIDE W/O THE USE Of A LADDER OR LIFT. THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12. THE IAWAULATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER WWONEXT EDGES WHICH REMAIN IN CONTINUOUS
<br />L CD 0 -0 FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WSNO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />AN, 0
<br />ING SEPARATION _SONWWSW TO OL." LENGTH. 0
<br />L. ANN, N, 3. SERIES 1000 IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE CY)
<br />Car spvw (IM SCHE (M $ago= PERFORMED FROM THE INSIDE OF STRUCTURE.
<br />PANEL LEMmH 16) PANEL LOWN ON SHOE" 19) ON SKI s) 13. STORM PANEL 0ISTALLATION SHALL COMPLY WITH SPECS INDICATED PLED DRAWING PLUS ANY BUILDING AND ZONING
<br />wx� I I "* Mex. SocnoN WHERE PERMIT IS APPLIED TO. a () N
<br />(SEE NOTE I BELOW) 4. SERIES 2000 INSTALLATION 6 APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLOERS STYLE WINDOWS WHEN CL co ><
<br />(SEE wrl BELOW)q.
<br />t REGULA71M PROVIDED BY THE JUR
<br />EXISTING PANEL LENGTH W., PANEL LENGTH V M V Mex.
<br />SEE NOTE I BELOW) GLASS (SEE NOTE I BELOW) to CARS ; I .:" �.. - 'I __I,
<br />CLASS PANEL LENGTH PANEL LENGTH NS7ALLAIION IS REQUIRED TO BE PERFORMED FROM THE Ill OF STRUCTURE. 14 ATRIUM BROODING AND DOM. INC. E - Z KING STORM PANEL SYSTEM� IS POINT 191110
<br />Ows oar XMIxIu: - (SEE SOULME
<br />ON wair '4) ON SHEET IS) 0. 91117 11) SEE NOTE I BELOW) 1/4-0-200- (SEE NOTE I BELOW) LL
<br />5. ALL ALUMINUM EXTRUSIONS TO BE W63-76 ALLOY AND TEMPER, (Uhl OTHERWISE NOTED) 15. (c) THIS PRODUCT EVALUATION DOCUMENT (P.E.O.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE
<br />7 S's us. w GLASS' S.S. M.S. w/ '0 0
<br />EXISTING I
<br />LZ 1/3 INFORMATION FOR A SITE SPECIFIC PROACT; ;.*. WHERE THE SITE CONDITIONS DEVIATE FROM THE PZQ
<br />I'M Mury WNG "U'r --Z C: _c
<br />31 , 1 7/8'0 3/32*
<br />7/8' . 3 32'
<br />NUT 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SKILL HAVE 3105-H14 Al
<br />A (b) T
<br />------ CONTRACTOR 0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAM OF
<br />1/4-. TAPOON 0
<br />7. ALL SWEI. SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, ASTM A-553 GRADE 50 Min., GALVAWED STEEI. 1141S PRODUCT BASED ON INS P.E.D. PROVIDED HE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
<br />DESIGNATION W/Fy- 58,5 ION (AFT" ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSDERIM. 6 C\I D.C. W/I 1/2' 7 C
<br />Nex
<br />THRE40M
<br />PENETRATION AT 8. ALL SCREWS TO BE STAINLESS STEEL 3D4 OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN l THIS PRODUCT EVALUATION DOCUMENT WALL BE CONSIDERED INVALID IF MODIFIED.
<br />MIDNIDTII OF PLATE Swig W/ 50 ksi YIELD STRENGTH AND 90 Ike; TENSILE SIRCNGTH A SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4
<br />(d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />BOLTS TO BE ASIM A-307 GALVANIZED STEEL OR AM 304 SERIES STARLESS STEEL W-H 36 ki MINIMUM YIELD STRENGTH. BECOME THE OEll (EOR.) FOR THE PROJECT AND WHO wou. BE REWONSim FOR THE PROPER
<br />1Z P.E.D.) C. Cr
<br />USE Or THERECORD ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGWEII, SHALL
<br />10. ANCHORS TPOURED CONCREEC O WALL SMALL BE AS FOLLOWS: SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW.0
<br />ED. THIS P.E-D. SHALL BEAR THE WE AND ORIGINAL SEAL AND SIGNATURE OF IKE PROFESSIONAL U40WJEER OF C/) 7
<br />RECORD THAT PREPARED IT.
<br />EQ _j 6 �/4*0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. INC. (MIN. f`3122 D_si.) < C
<br />EQ /4- 0 X 7/8- CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (MIN. Ve-3001) p.J.)
<br />M.S_ W/ 16, STORM PANEL MANUFACTURERS LABEL $KILL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN
<br />R%3/32
<br />t W/ 01 -10 PAWLIMTE FEMALE ID III, PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />comr. 1 17/6 SING NUT '7 NUT ACCORDANCE WITH BECTON 1709-9 SHALL
<br />7/11. 3/32' WM IS 12 I/r -3WO P..-L)
<br />7J8". 3/32* WIND NUT OX WASHER (BEYOND) Ill a OF FLORIDA BUILDING CODE ONE LABEL BE PLACED FOR EVERY OPENING.
<br />WASHER AS 12 1/2' D.C. NUT wpown (BEYOND) 44*0 TAPOON 0 6* D.C. C LABELING TO COMPLY WIN SECTION 709 9.2 OF THE FI�ORJOA BUILDING; CODE. q)
<br />TAPO%/0l AND 2- FOR PAN ATE
<br />O.C. D.C. THREADED 7/3*0 3/32' VAING NILIF A. 1) MI"UM,EMKDMEWT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4 Elm ?/8'p 3/32' WING NUT
<br />&WIXOM kODOWN 2*.4" WOOD PLATE O.C.'.4' WOOD >
<br />THRIACED Of PLATE WASHER 0 6 1/4 WASHER 0 (BEYOND) FEMALE 0 & PANELMATt PLUS.
<br />AT mowum WOOD PLATE PLATE
<br />WIN THREADED REOUM
<br />=4;� AT MIDIRDTH A2) MINIMUM DAeEDMENT OF 1/4"11 X 7/8' CALK -IN ANCHORS SIIAU. BE IS 7/8- INTO CONCRETE NO EMBEDMENT INTO
<br />OF PLATE Or PLATE #14-10 PANIELMATE P '14-
<br />;0 PAWUAkTE PLUS
<br />PLATE _fig;XOO PLAIT 0 6 4 OC/4- O.0 ANY FISH MATERIAL SHALL BE PERMITTED.
<br />Q;;:C0DOO WALL IONTING INSTALLATION WIN MIN. THREADED 1/4 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO ENGAGE 3/4" r
<br />WALL MOUNTING INSTALL11TION WALL 4%0NG INSFALLATIO11 A' AT MIDWIOTH Of PLATE AT NOWWH OF PLATE INTO ANCHORS. WIN,
<br />SCALE 3/8
<br />A.3) IN CASE THAT PRECAST SIONE, PRECAST CONCRETE PAWLS. OR PAVERS BE FOUND ON -.W EXISTING WALL ORgEpA 0 0
<br />ALTERNATIVE 6AW TALLATION WALL MOUNTING IN511 ON
<br />0 REGULAR. -PANEL 0 MMIA% PANEL SCALE S/Al FLOOR. ANCHORS SHALL BE LONG El TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SKAU L)
<br />NNIERMAM Mw '01 ALT BE AS MENTINED IN A.1) AND IN A.2).
<br />SCALE 3/11SCALE 3111 A. T11 p✓ REGULAR PANEL SN T1 _-0
<br />SAFETY PANEL No. 44167 0 (9) TO EXISTING CONCIRETE Ell WAI� >
<br />SIT
<br />SCALE 3/111 •SCALE 3/8--1- \�E - --'N
<br />N FLORIDA BUILDING CODE (Il Velocity Nu cane zorl - 0 TAPCON ANCHORS AS MANUFACTURED BY I T.W. BUILDER. INC. FLORIDA BUILDING CODE (Ill Velocity Hwu one Zone)l
<br />1, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A&D DESION LOADS FLORIDA BUILDINGCODE(High Velocity Nu cone Zone 1/4
<br />WIVIC OLSON). RK, rp No 44167 WHOO IxIM INC. �/4"e X 7/5' CALK -IN ANCHOR& AS MANUFACTURED BY DEWALT INC. (rrI-1500 q+xL) F.P.
<br />- "I lot.
<br />UP TO .55.5, -72LO PST AND PALELY LEMON UP TO IllNo. 20 GAGE GALVANIZED STEEL STORM PANEL I INSTALLATIONS ARE ONLY VALID FOR BUILDINGS; WITH &SO DES" LOADS 20 GAGE GALVANIZED STEEL STORY PANEL oft- WY; __# �I PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY EILCO CONSTRUCTION 20 GAGE GALVANIZED . STEEL STORM PANEL DRAWN 91.
<br />2, FOR We WOOD FRAME CONSTRUCTION. *000 TO BE SOUTHERN IN PRODUCTS (F�2071 p.s.i.)
<br />GLOBAL PROTECTION Up 70 +5 -5, -72.0 PST AND PANEL'S LENGTH UP TO S' _11'� SATED.
<br />am S.. a, sy� COIN 14M SLI. 51 SOVIET
<br />SAW, MEMBERS TO K SOUTHERN am: - __ - '\ GLOBAL PROTECTION PRODUCTS' ILl
<br />SAM FU 3331. 2. FOR NEW WDC0 FRAME C_ 0.55 OR EQUAL 111NIE c�
<br />PIK MD. 2. 111 SPECIFIC DENSITY OF OM OR EQUAL PRODUCTS, Ll Or/39/2m111NIECO, GLOBAL PROT.EC'n,!.N M"CTS' LLC' N
<br />111PIEC011. PINE Na 2. W1 SPEOFIC DENSITY OF A, cliammom 61 snw
<br />ONL
<br />20-176 TILUT Its"" A SAW. FL 33314
<br />We WANN, ARAWN, A P.SWE, DWAL FL U31 20-176
<br />AsSi Al `. WWWAS, A. PAW& (W)SO-7mc rAR, (254xw-m7 20-176 "NORK, (96.MW-n4l. TAX, (M.)M-gM
<br />no Nx a" -AP I VIAL
<br />P" --- OWNING- Sz.'-sw"'Uw_'wvE _QQ BRANDS, A�
<br />-I OWNING ft C. I; .,Ram
<br />CA-000671 #10kor wN.1=wwA-YE WALTER & NUJT 0.. P.E. ONES, IS of n NALTU 11 i �_Zm_ WEST, . a, 36 1 FLORIDA LW 1 +411 11 w n
<br />Mae"
<br />COMPONENTS FOR SERIES
<br />2000 A 1000 E-Z HANG
<br />STORM PANELS
<br />(SCALE 1/2-l)
<br />13.1ee' (TOTAL *WIN)--
<br />2.250-7
<br />9-
<br />12.500* (EFFECTIVE WIDTH)
<br />2.250"--1
<br />1/4* __ _ - _I_
<br />.350-
<br />i
<br />-1
<br />2 _500'
<br />TOP, 2.244'
<br />.07'3*
<br />TAL
<br />2.000 IV',e
<br />2.B57' Dow TOIL THICK
<br />QNUVANM SIM
<br />HEMMED 'Y". ASM A-03
<br />HEMMl 3.500'
<br />EDGE
<br />BETAS ki
<br />2.500'
<br />2.244'
<br />All GRADE 50 MINIMUM
<br />a-
<br />-------------
<br />*-2-470"
<br />(D STORM PANEL
<br />.250
<br />-- Z110-
<br />IF
<br />REVERSED
<br />"h" TRACK
<br />O3 REVERSED "U" TRACK
<br />W/ HCAMED EDGE.
<br />13'
<br />.2
<br />J
<br />.12!:
<br />ISOMETRIC VIEW DETAIL A
<br />2.000'
<br />2.
<br />ROUNDED CORNER 0 ENDS OF PANEL'S
<br />125'
<br />END UP W1 HEMMED EDGE
<br />.750.
<br />L
<br />(N.T.S)
<br />I.25'
<br />2QD0'
<br />'J" TRACK OS
<br />BIER
<br />PqE ER
<br />2"W(Ml ALUM. ANGLE
<br />4
<br />125"
<br />$04l Mum. ALLOY
<br />1 750' 065" (TFO)
<br />A
<br />%
<br />A
<br />No. 44167
<br />FLORIDA
<br />BUILDING CODE ll Velocity Nu can* Zone)l
<br />3" .750*
<br />STOP BAR
<br />OF_
<br />......
<br />KwOIO TILTIRM AN, 20 GAGE GALVANIZED STEEL STORM PANELaRWN or.
<br />KATc
<br />111NIECO.... GLOBAL PROTECT" PRODUCTS, Ll
<br />(2)
<br />3"W(Ill ALUM, ANGLE
<br />NA
<br />31 slow
<br />11, LONG
<br />6063-75 Alum. ALLOY
<br />TICIFTINKS IS
<br />Nex 16tg.
<br />.= _'=M
<br />n-1
<br />DWN OWK. FL. =I.
<br />(9,M)WOR-M, 20-176
<br />w rr CONRAD, NA
<br />PE. EA/wNATWOAdE
<br />NAU"
<br />NI
<br />arm wwTea
<br />saw In IN, a
<br />/24 ' Sam
<br />pa.r SINS V/24 No r4�/24 4 v/ an W/o V 1 0 Mm 2 BELOW) 3' Max. 2'/24 Ill 1 */24 4 S A' 2 [<j)(CGE Art 3 ex
<br />.
<br />I- FOR CONCRETE ANCHOW SEE I* All Max.
<br />25, SCIIEw or im SOCTKM ON per 26 - _(SEE CONCRETE AICHORS, Ift.
<br />I- MIN. AT 2 1
<br />_`ALS_
<br />yp- 00 OF
<br />I/V
<br />I L TH,
<br />11
<br />Tf�. T __1 I 1 40 x -L. --T Go X
<br />(Ivliil PPHEWWITIVOR ARM j A PANDj (00 ANAM) (END F (
<br />SEE NOTE 2 3. 4 BELOW I 1 SEE I BELOW, ism NOTE 1 4 0" Ill NOTE 4 NOTE 2. 3. 1 BELOW
<br />L III
<br />w
<br />1 4B0..
<br />`AWLS MWVS. IN . /4'
<br />L L
<br />LI 11 t
<br />J I i
<br />40 2 1.
<br />I I _T
<br />ILL- I L t 1-1 ','1 it I-Flril I Ell 11 PAPIELMATE cryp)
<br />• SEE NOTE 4 MOTH••• 3
<br />L-3- 3.
<br />W.. FOR CONCRETE ANCHONS, SEEIKI 7 MAY K UDCATED
<br />ft 25. MR WOOD MY, AT Do OR Ir ilLwlw) na"
<br />SEE SOCTRINS OR SHEEN 26 INTERIOR PANELS_,r
<br />ZDr 3 .00R(Z)w/ Oft N/011).07 TO K INSTALLED AT EACH
<br />Z.-LSALMAYS BYE
<br />TO BE 01STAU.[D AT
<br />TYPICAL ELEVATION FOR S ALWAYS BE PROWOEID EACH TYPICAL ELEVATION FOR NEAR HANDLE TO FAMffA E P=T&
<br />REAR HANDLE TO FACILITATE ZMIZ IF I TO I I I
<br />IF WENDED TO BE INSIALLED "NEW DAM OF STRUCTURE.
<br />Ill HANG STORM Pill T15Y-SITMEW INSIDE OF STRUCILIM E-Z HANG STORM PANE'Llft&
<br />Rau ww - r w"
<br />7 1/4' -. GAP I/.' Mew CAP w V4. ft.. CAP
<br />(if T-'Oe/ OR (0.0 'I_a
<br />SECTION A -A SECTION Ill
<br />SCALE 31W ScAs vw - I -
<br />NOTES (1). DEFINITION OF SERIES TOM: E - Z H" STORM PANEL SYSTEM CONSISTING OF PANEL
<br />TRACKS AT TOP S: PANELAIATE PLUS OR 15' LONG
<br />(1). QLENMM_9E_SER95l E - Z HAND STORM PANEL SYSTEM CONSISTING OfPANELa jrAi BOTTOM W1 PANELMATES,
<br />C-L TRACKS Top " BOTTOM (2). END PANELS SHALL ALWAYS BE CONNECTED TO NO ' ' BY ' OF
<br />(2), (rS:�r SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR PANELMATES OR, &CgSED21,-1 IS V K AT �". DID PANELS
<br />BE to /
<br />PROVIDED AT TOP OF SUCH PAWLS. SHALL K CONNECTED 2W/4 S. W/ 7/?0 UMEESCREW INTO TAPPED
<br />(a2
<br />US WING NUT ON la(20.3 , D E� AS
<br />(3). IF END PANE ARE CONNECTED TO BOTTOM SHALL CONSIST OF DESCRIBED ON 3) E OW).
<br />C'M THUMBSCREW
<br />WITS TAPPED IS %A&/.- FM74M.ATIF1 TE COHEIR OF OF TWCEW (3). FOR CASES WHEN END PANELS ARE jW=JEW "15� LC;&TW%.q) AT
<br />FLAT FLANGES OF END PANEL END PAN" ARE NOT To X STOP BAR
<br />EXTERIOR
<br />PROVIDED AT TOP OF
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (i.e. A STOP W (Mr.
<br />6 ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACK (4). MR INSTALLATIONS WHEN END PANELS AND SOME INIMROR PANELS ARE DIRECTLY
<br />USING SPECS INDICATED ON NOTE (3) ABOVE, IN SUCH CASE. CONNECTION
<br />W NECTION OF PANELS MOUNTED TO EXISTING SILL *91 MEANS OF PANEINATES, ONE INTERIOR PANEL
<br />To BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. MAY K USED joiNTLY&Cza AT sol ArrAcHow BOTTOM TRACK To WALL NG A
<br />W/ TWO PANELMATES; Im SHOWN ON ELEVATION MID w/
<br />-1 24. SEE ANCHOR SCHEDULE ON SHEET 25. To
<br />(5) SEE SECTION 1'. 3' A, 4' ON SLEET Min EDGE DISTANCE
<br />INTERIOR PANEL USED JIX�L Lva
<br />EED E COZECIVIS BY ANY MEANS. TRACK INV41ED
<br />SUCH ELS I BY CASs,
<br />%49 PANEL) HAVE
<br />THAT ADAACENT PAN LETT A, RIGHT SIDE OF
<br />7NNOM"OVERLAPS RETAINED
<br />INSTALLATION
<br />�.w Z 4
<br />MAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />PANEL (1) INTO POURED CONCRETE OR CONCRETE BLOCK
<br />mIaMW
<br />4 =="Max
<br />w sarr a"
<br />4 CA:'M4%1�
<br />am
<br />COAL I
<br />7
<br />5
<br />5
<br />WARY• -r-
<br />Ux. %R71*
<br />IV
<br />..........
<br />9
<br />2C.EMU
<br />rwSEEW _
<br />MR uv�
<br />sOVANTO.
<br />I
<br />SEE SONEDULE I
<br />--- i
<br />FORMY,
<br />MONARITIO"
<br />1
<br />MR Aw SEPARATION-
<br />u Snll
<br />Wx .
<br />caPr ONDRUIP
<br />Own 0~
<br />?a Gum.
<br />1'/air 3
<br />It
<br />ED/Cxx PxW
<br />canaaa
<br />-PNv' C"'
<br />__I
<br />I _'Nml ISO EQ
<br />ON
<br />"S"
<br />NEWARK`
<br />IT
<br />=Sr
<br />Ruxt I
<br />SOON)
<br />+
<br />em 0'
<br />_w" SPIAN!"I'm
<br />NOW SOON)
<br />Iwar, a)
<br />WALL M D'= MOYNTING IRM
<br />(Ax.
<br />WALL J"MOUIm" INST.
<br />0
<br />SCALE 3/e. I
<br />FLOOR TO CEILING NITING INST. MOUNTING
<br />INST.SCALE
<br />3/8-1-
<br />&.100
<br />SIX
<br />USE At TOP a Laos
<br />F F=
<br />M��
<br />SECTION
<br />C108A SECTION 4'
<br />SCALE: I/Sl SCALE 3/0.1-
<br />0001#01116"1"
<br />e�tVk A. Ti
<br />4
<br />* __ _lL
<br />or AND. Ill STO
<br />C" .4mlAft � ON INSIST IS . ...........
<br />Fl
<br />0
<br />UP 4. BOTTOM NDLWNM CAN IS
<br />COM&ED N ANY WAY TO SUIT
<br />1 I
<br />NO. 4 . 4167 FLORIDA BUILDING CODE
<br />(Hill Velocity Hu Gone Zone)l
<br />Ll
<br />ANY
<br />INSTALLATION.
<br />IS em" Y"El INC. "a GALVANIZED
<br />1 ei% STATE a
<br />z`rAL
<br />STEEL STORM PANEL TO
<br />DRAWN IS,
<br />OffAIL I
<br />SCALEIlr . I*
<br />I
<br />VON
<br />sHv IS)
<br />PROTECTION PRODUCTS. LI.C. 07/N/°
<br />..... GLOBDOE:
<br />AMID JLR. 51 sww
<br />-Z DARE.
<br />VIP.:,(WIN --- INKINE, (�)�7G.L
<br />� CRA, A-Z
<br />IL =,.
<br />M 0KNXWRl 20-176
<br />ORNAIND IN
<br />I;
<br />P.E. SEOI/SIDNATUFS/DM A'.. P4
<br />CD
<br />a)
<br />_C__
<br />U)
<br />0
<br />e<
<br />`70
<br />co
<br />0
<br />DAN.
<br />ca
<br />Lu
<br />z
<br />SHEET N0.
<br />SH 1.2
<br />.
<br />III
<br />A w
<br />
|