|
I I - - I I I ) I I 11 _ I ' I I 11 11 i - 1 - I 1 � I If!''1 IlLi 11 1 II' ■ 1 11 1 1 1 1
<br />i-.--- - _. -_------------- -ANCHORS (SEE SECTIONS ON SHEETS 17. IS. T9 a 20)----- -
<br />1• MAX. W17. 44/17. eA/fa 3e/M7, p/17. ee/10. ---- '---- 3• MAX I
<br />II MIN. MWf/la 7MI/19 t MW/20 ow/{a 7ORI a N11J20 1• ION:.:
<br />b O O O O O � O
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<br />I= aRH. ea3'J10. 7Aw/u a `MI EXTERMww//f. 7w/n a ew/2o I' MAN.
<br />M04ORS(SEE SECTIONS ON SHEETS 17, 18. 19a 20)
<br />OPTION 92 FOR LIFE SAFETY STORM PANELn ELEVATION
<br />SCALE 3/16•-1•
<br />i �%
<br />ODOR
<br />� DARL analP-1 e41E 'AYEYJ T mrLT7. Oe116
<br />/4. I ;
<br />M,VL
<br />-WANT ,•
<br />SECTION A -A
<br />SCALE 3/16•-t-
<br />a 1 AlIfIlkleff W-1 A 6
<br />e � � � f ► a A - A ► ■ • a
<br />MAXIMUM AS.D.
<br />MINK. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />L (ft.)
<br />TO GLASS
<br />CONDITION
<br />RATING (p.s.L)
<br />(SEE SECTIONS)
<br />+55.0. -72.0
<br />8'-8.
<br />2 3/4'
<br />UNBOLTED
<br />1•
<br />MAX.
<br />PANEL LENGTH
<br />(SEE SCHEDULE)
<br />I
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4' UP -CON ANCHORS _ TAON NRTPCANHM _1 4' TAPCON MDOM
<br />e_Br D.C. O.0• r O.C.oc
<br />O.C.
<br />POURED CONCRETE POURED CONCRETE_ POURED C0,4CIIE7E POURED CONCRETE
<br />OR CONCRETE OR CONCRETE '." BL CONCRETE \ OR CORCRM
<br />BLOCK REOUNED _rl BLOCK FEOIARED ,_..�1 BLOdt REOIAR$tEOU
<br />ED �1 BLOCK REpUWED 1
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<br />MUT WASHER (BEYOND)
<br />TA _ 1 4 POON ANCHORS
<br />-�4 //2. O.0
<br />1
<br />_ _ i UPCON ANCHORS
<br />�4 1/9. O.C.
<br />(STAGUM W/ STUD)
<br />(STAGGERED W/ STUD)
<br />-POUKO CONCRETE
<br />OR CONCRETE BLOCK
<br />aEouI1EDSTAUATION
<br />SECTION 3A
<br />POURED CONCREtE
<br />- OR CONCRETE BLOCK
<br />REOURM
<br />WALL MOUNTING INSTALLATION
<br />SECTION 30
<br />• REGULAR PANEL
<br />SCALE 3/6•-1•
<br />O UE SAFETY PANEL
<br />SCALE 3/6•-1"
<br />SEE N team FOR ANCHORS TYv[ a
<br />NO=TWa
<br />- AMP_
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<br />OR MSTAWTOIB NM WOOD
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<br />SCHEDULE
<br />fUHE U nA EEL NCH THAN eOtAm a+
<br />"TIPAE RONA:[ ANCHOR SON SC W
<br />IN O SOWN ON PCNEOIAE
<br />aaNNr1 c,..M. er By
<br />3
<br />AtBIPL Lla 6� ItefIEO
<br />WlOgll
<br />Ate FOLLOWING
<br />OWING
<br />OP M rOLTO K FACTORS. FOR TINS
<br />OPOlm TO M F• P[W¢D
<br />_.- - IR' -...
<br />LOW
<br />o NIm LOW FACTOR JOICA NO-
<br />SPACERS THAN
<br />FO LETS oMN IN■N SPACING SCHE EO
<br />ADG EACH ANCHOR TYPE W T,NR StlIm11AE
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<br />%'. • ,: 1/2. O.C. (BEYOND)
<br />-�TA+COIN ANO9)RS 1 4' fA'Can
<br />4 1/2. O.C. _-
<br />e 4 1/2' O.C.
<br />-'-- CONCRETE
<br />OR CONCRETE BLOCK -- CONCRETE - OR CONCRETE BLOM
<br />RE
<br />WI IIOU �� WALL YOUNTIN� SIM
<br />O EIULAR PANEL • LIFE SAFETY PANEL
<br />SCALE 3/8••1- SCALE 3/8'.1"
<br />F- ;i;3
<br />INSTALLATION DETAILS FOR OPTION N2 FOR UFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />V 4- TMCON ANCHORS _ 1f4• TAPCON ANCHORS
<br />e 9• O.C. a 9' O.C.
<br />POAM CONCRETE POURED CONCRETE
<br />Oft Comall REEWRO E)E BLOOIf, ..,-.. REQUIRED 0<DCK�I ,.3 1•
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<br />0 . 3/32- WRD NO WASHER
<br />e IT 1/4. at
<br />'- --ON OCONCRIE
<br />BLOCK
<br />REOIARED
<br />WALL MOUNTWG
<br />INSTALLATION
<br />SEGM SA
<br />O REGULAR PANEL
<br />SLUE 3111 1•
<br />SEE OD a
<br />to a fD iM N"M
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<br />K LESS OITANm RISING PACING'PALL
<br />NnHEM
<br />FO um iWN MNYIA lON THIS
<br />roa EACH ANIrA10R TrvE ON THe SCHEME
<br />3 ,n•
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<br />_- /e'A . 3/32' WING NUT WAS"
<br />(BEYOND)
<br />CONCRETE
<br />REQUIRED
<br />WALL 11OUNTWG INSTALLATION
<br />SECTION 50
<br />O LIFE SAFETY PANEL
<br />SCALE 3/6-.1"
<br />FLORIDA BUILDING
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM GENmAL M13FES VALID E-z wan sTnaM PANEL SYSTEaa
<br />INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1. E-x HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE N 9.1) WNNUW EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 0 a PANELMATE PLUS INTO CONCRETE
<br />_._I - ACCORDANCE Win THE 2020 1 EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SHALL BE 1 1/4'.
<br />'I; - I DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOS. B.2) M@BAUM EMBEDMENT O t/4•• X 7/r CALK-w ANCHORS SMALL fK IS 7/e' KID CONCRETE.
<br />FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHEEZE THESE SH LI TERS WILL BE INSIA 0 AND NO EMBEDMENT INTO ANY FINISH MATERIAL SHALL � PERMITTED.
<br />/ FWIpCO IR/:OER % / I RNOOO ,IWFR 1 I W000 H[AOER - I I WOOD KAM 7 " FOR A DIRECTIONAUIY FACTOR Kd-0.85. USING ASIDE 7-16 AND SHALL NOT EXCEED THE MAKIMULI AS.D.
<br />GENTLED / = �Tou"ED 'I 7EOVRED '-REOURED - I I ( ) 1/4• 0-20 SS SCEWALK BOLTS USED SHAD. BE LONG ENDUCH(SHOULD ANY FINISH MATERIAL EXIST) To
<br />i - j , 4•. TAPCON e r o.c. / I' DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 6: 26.
<br />t/4 r TAPcoN a a o.c. 044f4 3/4. INTO ANCHORS.
<br />1/4'• TAPCO! • r O.C. 1/4'• TMCON • r O.C. 1//'PtrMCON e r O.C. t .•P rAPCON a e• o.c. --- �, 1/x MN. rlNgOpEp / / I I �W/t I/Y WN. TrNFAOED N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WM LOADS DETERMINED PER ASCE 7-18
<br />--- �1 1/2 MN. THREADED I -�W//1 1/2' INN. 119EAOta - - W /2• MN. THRARD -._�/1 1/2- MN, YNIVEADEp I�. 'I' PENErIFA110M AT w000 Ppt1RAT70N AT w000 SMALL BE FIRST REDUCED TO AS.D. DESIGN WM LOADS BY MULTMLYM THEM B/ 0.5 N ORDER TO BJ) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL
<br />PFNET11117gN Ai WD00 I P6(IOARON AT N000 r I''. PENETRATION At WOOD li I r PENETRATION AT WOOD I HEADER HEADER TO COMPARE THESE W/ MAX (ALSO) DESIGN PRESSURE RATINGS NOICATED ON SHEETS 25 6: 26. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE
<br />HEADER SHALL BE AS MENTIONED IN 8.1) AND N 8.2).
<br />HEADER J _ ./ IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON TABS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE
<br />O/ t/2' t 4 ! I. '/7• t/2' O 1/2-
<br />AD 1/4' IN ALLOWABLE STRESS FOR WIND LOADS WAS USED IN THEN ANALYSIS. FASTENERS SPACING TO WOOD HIS BEEN _
<br />�a r ..1/4- . yw.____ -__ 'r WOv. DETERMINED N ACCORDANCE WITH N.D.S. 2015, 1 ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOWBOATMS AND SPECFtCATK)NS OF THE ANCHOR'S .-
<br />Ix6l. 1 T.- _-T Mqn. I x AI I N000 /RAOE11 ', .1Nn. a I )_.-'___. 1 MANUFACTURER. CAE
<br />I J WA I
<br />T MOOD HEADER 3 STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESWANCE HAS BEEN VERFED IN ACCORDANCE WITH SECTION 1626 OF NC3'
<br />^ F REQUIRED - 1' THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT / 2032. AS PROTOCOLS TAS-201. 11. IT SHALL BE THE RESPONSIBEf1Y OF THE CONTRACTOR TO VERWY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />SITTAS-202 AHNO TA$-203. IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />/yam! ^ OR WOW FRAME BUILDINGS.
<br />i (-- "-'-'.� 'I�- 2. THIS SYSTEM HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING THE OPENING FROM THE l i=
<br />LLJJ�� INSIDE W/O THE USE OF A IMDER OR LOT. THIS APPLICATION IS VAUD WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12, THE INSTALLATION CONTRACTOR IS TO SEA -/CAUL( ALL SHATTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS O
<br />FROM THE INSIDE OF STRUCTURE. CONTACT WITH THE BURLWD TO PREVENT WAD/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL
<br />EXISTING- ro WXI O EHaSTSNG 'W ioMPa' I �TOv 3. SERIES 7000 I SULLATION IS APPLICABLE To SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REOURED TO BE �H,
<br />•L' Ym,. CLAW l� •aEDNIE 1' Yr. GLASS ' I PERFORMED FROM THE INSIDE OF STRUCTURE. 13. STORM PANEL INSTALLATION SHALL COMPLY MTN SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
<br />PANEL LENGTH oN W+ST 1q •L• M_ PANEL LENGTH Ail sat Ma OWN INMT to)
<br />(SEE NOTE / BELOW) I (SEE NOTE I BELOW) EL • N Ia,. ssANwwN a. SERIES 200D NSTALLAigN 5 APPLICABLE TO SINGLE AND DOABLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED To.
<br />" PANDIT LETa:TTI !An GNY,OIDM � � PANEL tENCTH ��
<br />t7OSTXIG ,A`ro' q ; ! __ ..'. (SEE NOTE 1 BEION) 007IING ro aAa ' 7' MIN. _ 'L' Mo.. K6^•j
<br />CLASS v - --_.} alSS 3anaME- _ �,_ _.} (SEE NOTE , M10W) M3 PANEL LENGTH _. _ 'A,_-_. PANEL lf.I1GTH INSTALLATION S REWIRED TOM PERFORMED FROM THE INSIDE OF STRUCTURE. III ATRIUM WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTEM° IS POW pDOW.
<br />a s ,q : I/4•P-2o.1' _ oN sNIXr /q t/N•A-2at_'-. - ., d zm 1q (SEE NOTE t BELOW) t/4•P-xOct' _ - (SEE NOTE I BELOW) C III 1V
<br />SS N f : SS. MS. SS. M.S.j -..__ 5. ALL ALUMINUM EXTRUSIONS Tp BE 6063-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. (a) THIS PRODUCT EVALUATION DOCUMENT III PREPARED BY THIS ENGINEER IS GENERIO AND DOES NOT PROVIDE --• m 21.G
<br />T/6'A . ]/SY 7/0 P . 3/32* - - INFORMATION FOR A SITE SPECIFIC PROJECT, .. WHERE
<br />KING NUT I r "�THE SITE CONDITIONS DEVOTE FROM THIS P.ED. E.M.
<br />WWD NOT _,_J�_ -. _--_ _•.._ _ /O' NUTS/]2' (� �._..•j.. 6. N1 ALUMINUM SHEET METAL USED AT CLOSURES SMALL HAVE 3105-N14 ALLOY. y ry
<br />a• .,•,- - I _- "t�,:t _ r:__ e• (0) CONTRACTOR TO M RESPONSIBLE FOR THE SELECTION. PURCtVSE AND HNSTALlAT10N INCLUDING LFE SARTY OF N O N
<br />:1 4•A tAPCON - 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL DUALITY STEEL, ASTM A-653 GRADE 50 Min., GALVAN4ED STEEL THIS PRODUCT BASED ON INS FI PRONGED W DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ONIn
<br />NjNyr
<br />t_
<br />-- i 'r O.C. W/I 1/2 - 7,✓� _-� 1 _ __ _ I DESIGNATION W/Fy- SB.S kai (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />,a T
<br />-All
<br />:
<br />:
<br />i
<br />THREADED
<br />P AT _ :: - - _ ' - I _ < THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID -�+ _ ir.. _- , e. ALL SCREWS TO M STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON Srz0. AS PER DIN () AL1D F MODIFIED.
<br />MOWON OF PLATE `" /.- SOOTS W/ 50 kM YIELD STRENGTH AND 90 Kai TENSILE STRENGTH a SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3-3.4. W 6
<br />(d) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT ANKH WILL
<br />e- G y- 9. BOLTS TO BE ASTM A-307 GALVAM2E0 STEEL OR AM 3D4 SERIES STAINLESS STEEL, V TH 36 k•i MINIMUM YIELD STRENGTH. BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROECT AND WHO WALL BE RESPONSIBLE FOR THE PROPER O
<br />M USE CA THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL V '$
<br />l�J 10. ANCHORS To WALL SMALL BE AS FOLLOWS: SUBMIT TO TINS LATTER THE SITE SPECIFIC DRAI FOR REVIEW. ,
<br />(A) TO LOOSING POURED CONCRETC ( rz AND ORDINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF _� y
<br />:{ A .;. f M
<br />I_._.1. ._.. F - \\ , _ _ 49
<br />a. - /D.ei.) N) RECORD THAAPREPMffD IT w
<br />EO 0. , '..J - 1 4•• TAPCON ANCHORS AS MANUFACTURED BY t.T W. BIAIDE%, INC.TIC. MIN. 1'c-3192 i - i
<br />FFFFEl��O0p 1
<br />t_ cow.1_ _ I:, DOW_ �_ ,� 1/4'Y-20.3/4•S.S M.S W/ O ',_t/4'A-MwTe4"S.S. MS W/ 1' ETD. - 1/4' A % 7/8• CALK -IN ANCHOR(, AS MANUFACTURED AN H S. AS INC. (MIN. Fc.3o00 P•A-i.) 18. STORM PANEL MANUFACTURERS LABEL SMALL M LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN {,Yam.
<br />I`..•' 7/aYNN3/32' WAIF NUT , - 7/) NUT I -.. 1 _ _--7` /
<br />_/ �•• . 3/32' Weii HAVER a 12 ,/r a[. E0 - EEOD / - FIf c 3350 Pal) L. �TO C01/PLr wRM SECTION t 709.9 COS. ONE LABEL SMKL BE PLACED FOR EVERY OPENING.
<br />is-t0 PANELMArz FEMALE ID ! PANELMATE PLUS ANCHORS. AS MANUFACTURED 8Y ELCO CONSTRUCTION PRODUCTS. MATH SECTIOPI 1709.9.3 OF FLORDA BUILDNO s
<br />'7 eY . ]/sx• rNnlG TAR I' ) .2 OF THE FLORIN BUILDING CODE. 1.
<br />7F
<br />MUSHIER • 12 1/2' O.C. Nut WASTER (eEY'lX0) �: I l . _ -- - I L - _1 - 1
<br />I I _ , aA TNCbN • a• as I
<br />1 CA 7AI'CO/ a e•) C_ I h TNNb11 e r O.C. // 1 '` , 1 2 YN. 1,HPEAOED 7/8•A . J/]1' WN1G NUT 7 • ]
<br />W/ STD) - - (STA.'CEAED W/ SRO) IIbE1RAtIDN AT LN0111onI Y.r W000 PLArz \ - x•N• WOOD. PLATE- 1 _ li �. /e' . /]r WING NUT At) WNIMw EMBEOYEM of rAPCON ANCHORS INTO POURED coNCRErE SOUL M 1 3/4' AND Y FOR PANELwTE � 4
<br />W 1 1 TAM. rAWA6ED -_ --- W I i/2' WM. 11eeAOFA OF PLATE y '� i REG�D RASKER e 6 ,/•- O.C. gE0M9RED - - WASHER a (BEYOND) FEMALE ID a PANELMATE PLUS. W
<br />' M PLATETON AT BOWOTH O AT MCWDTM _ •IAL SMALL K PERMMO.
<br />� Purz •~ lx N• WOOD PLATE 6t4-,o PANEIAMTE Pyl(5 - - /14-to PANRYATE P(A75 , I A2) MNIM EMBEDMENT OF 1/4-• X 7/8• CALK -ON ANCHORS SHALL BE I5 7/6• INTO CONCRETE. NO EMBEDMENT INTO
<br />: IKOUIRED .. _- r A14Y FINISH WTERSOEWALK BOLTS 175E SHALL
<br />-- '.4' ■O00 PLATE - .. --- �•�Na41• WooO MIT • 6 1/4' D.C. LY/I 7Je e a 1/r o.c. I' t 20 s5 L BE LONG ENOUGH(SMOULD ANY FINISH MATERIAL EX151) TO ENGAGES 4 -._- NEOLNItD IBA. THREADED PENETRATION •. MR1. THHNtADFD PtYETM7ION `� / ' / 'WALL MOUNTING INSTALIATM WALL ,4lr,W
<br />ALTERNATIVE TAW •REGULAR PANEL AT MIDWIOTH OF PLATE AT MIDAIDTH OF PLATE INTO ANCHORS.
<br />SAW
<br />SCALE 3/e'-1' O LIFE SAFETY PANEL A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR t l
<br />WALL MOUNTING INSTALLATION ✓
<br />SCALE 3/6'.1 `I�}�pWM ��aM� eI�yf BOOR, ANCHORS SHALL BE LONG ENOIKrYH TO REACH THE WIN STRUCh1RE REMIND SUCH PANELS. ANCHORAGE SHALL �;' •\)GEN.C..':'�
<br />.IM4H11 ALUMl70Ji,LAN_.3ep>D. „M,IIINNNNA... W BE AS MENTINED IN At) AND IN A2), C
<br />SCALE ]/e .1' scuE a/e .1• 1�P ...... TINT O REGULAR PANEL �T�P A. TILE/lN4yL O LIFE SAFETY PANEL N0.44167
<br />✓ (B) TO EXISTONG CONCRETE BLOCK WAu = * •:
<br />...
<br />7 SCALE 3/e•-1• r GEN 9 SCALE 3/111 _ k ?Tt=
<br />3.r' 1J `rf FLORIDA I UNAING CODE (High VelocityHurricane Zone 3: ' FLORIDA BUILDING CODE NI VelocityHurricane Zone _ 1/4. 6 TAPCON ANCHORS AS MANUFACTURED BY LT.w. BwLDEX INC. FLORIDA BUILDING CODE hl h VelocityMMrrkane Zone
<br />t. U O .55.5. -COPE Oran O P FOR BALDN6S P 7N ASD. DESIGN LOADS ei01O XIM NO. rP. - 1/4• • X 7/8• CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC.F
<br />ALP To .ss.s. -72o Par AD PANELS LE)NC1N ALP To r-r. 4 1 eaoa n mo. 4G FP 0� = No 44167 s 20 GAGE GALVANIZED STEEL STORM PANEL (m-1500 P.•.i.) O R e2N• ATEm AI rr.
<br />_ NO• ';�T 20 GAGE GALVANIZED STEEL STORM PANEL MnaR eY: ,. IN$TALIAtIONS ARE ONLY wPuo FOG BWDeOi WITH Aso. D[sRca tMDS = * _ DOM IN: - %14-10 PANELMATE FEMALE ID AND PANELWTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION ��'� � 18Y'. w TO GAGE GALVANZED STEEL Sigp1 PATN:T. �R ei:
<br />2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MtM60K TO M SOUnWRN : - PRODUCTS (rm-2071 p.al.) "raw'+•' ,�' c
<br />NNE NO. 2, W/ SPECIFIC DENSITY Or 0.55 OR EOUAIL * 1, -- N7/s/2m UP TO .55.5E -72.0 PSI` AND PANEL'S LENGTH UP TO S'-a'. ATE , PROTECTION 0/etl/x3o - v � P
<br />sT GLOBAL PROTECTION PRODUCTS, LC. am • A'' 4 _ _. I I L I E C O I M a. PRO PRODUCTS, U.C. DAR NNN(t `i ,AAA" PROTECTION PRODUCTS, LL.C. DATE.
<br />IL E C O HMO. .m Le. at STREET 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO M SOUTHERN % 9 / C'L C O INC. 4400 &W. •, smas
<br />PINE No. 2. W/ SPECIFIC Dhbm OF 0.55 OR EDLML �'� O' OR10 �'Lr NeOP t. a, sTIEET
<br />O TaL ANY COME FL w,s �. L •.. ANr aMc a w,. 20-T 76
<br />'r FF' ••••• Nw A, e. Ae. etee, ANnaa A 33w P.Ow[: (W)4 7Na M (254Ww-m7 20-176 `ti FS p •.. TIN W, Pa aA ,�Nr. rasa a mB nlWt (a )p 7Ma I- ps47es-mt ( � Nk A, � s Wrw rra a M�i4N mel"L tyaq� TarR•y rwA, pMWN�7F7 20-178
<br />YY G-e90A,9 �� r ,N.... (nal Ana-,na . ti : PWI m-,r Orr r rs CA'OWO,S eAl1N9 .,u
<br />_ 1 S N � �- , tm A-4r . :PEN •N_.B, 4rr DRNNN9 NM: Pt 9J:L/SISA*IAEJaC[ ,w W A-
<br />:Oq Nm-+OI AN. A 1WD a., PAL r f,ar PI N a
<br />%Err S$TD 'pLE +... HTOI m-,na . Aa. sr DR.WAw � NNI NNNNI . xAV3MwmAEAMW WALtm A lour r., P.L ,+-•u w aHOT >s a B ,
<br />rIII/11l1 IM FL 9FWSWWLaE/DAl[ G-000611• Y,FW , - -
<br />W,4hK A 1SN J., Pf SIRr N d ?d _
<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-1-)
<br />15.19e• (TOTAL WOTN)_...- - . - - 2.251
<br />r -- -----t2.S00'(EFFECTIVE Y/DTN)
<br />E--------6 t/1'
<br />-I •_ N
<br />2.657' GA&V MM. TACK EDGED- '
<br />GALSTM A- 3 EDGE ,
<br />2t)\O j !EDGED . ASTY A -MS T'
<br />- EDGE - GRADE 50 YfNAUM DETAL AJ
<br />,
<br />G 60 MLv. �OCTAa A .� 4e.Q :
<br />Q STORM PANEL
<br />PAIEL'S I LP �.
<br />W/ HDAMED EDGE.
<br />.--CAW �
<br />s0.06•
<br />NEMMEI - l
<br />y
<br />ISOMETRIC VIEW DETAIL A 2AM.
<br />ROUNDED CORNER a ENDS OF PANEL'S
<br />END UP W/ WARNED EDGE t
<br />(N.T.S) - N-
<br />L-2.000'---J
<br />40 "dW TRACK
<br />i 125•
<br />„ 75G• .On' (TYP )
<br />A7 t
<br />�3' MI
<br />(2) 33"O"(Mat.)_ ARM. ANGLE ® STOP BAR
<br />II' LONG
<br />6083-T5 Alum. ALLOY
<br />1
<br />.075• 2_500•
<br />3.900' TYP 2244•
<br />a Y15
<br />5 ice? 1.25.
<br />-2.470•-
<br />O2 REVERSED "he TRACK
<br />- .750' -
<br />eu• I
<br />t I
<br />,y
<br />3.750'
<br />nrv) t
<br />O1 1 4 YFWE
<br />6061-TB Hum. ALLOY
<br />FLORIDA
<br />^-2.591•-. fL.
<br />2.250•
<br />.075•
<br />T7R
<br />2.SCO'
<br />2.2N•
<br />O3 REVERSED "LAW TRACK
<br />1xs•
<br />F
<br />2.aoo•
<br />t - �.,n•
<br />.. _- 5. Mo..-
<br />© 2"t5W(Max.) ALUM. ANGLE
<br />3/24 6 (SM NOTE I SCOW)
<br />4 W/ OR W/D
<br />PO ut 1'/24 4'/24 ®' toff AM sE10e0 3- 2'/24 1'/24 ► 4 A 2 LBE "ina Ulm
<br />Pp{ ►AyC
<br />FOR CONCRETEIX
<br />EACH RET[ AWI]Ole: SEE 7' YN. XCETE AARDIaW
<br />Or3• 9I]HmUAE ON StEt 2% Fol Wo6G taar r- ...
<br />rGa sE WacNe GW ow:. A 2 ION¢ 9aFDAAE ar OHM �; ,- Mn.
<br />)
<br />' ,Mt' S.
<br />_.i-.T�
<br />1 LTArw PN4) r (NnRIOR PNEU_ iEN1[ROR NWKLU T(Mn7601E P4I4L) EE MMC) NAND PANELi ( ANEL) �.FANCj '(RRA�OR pµEl) .. (END PNiEL)L J�
<br />ODDr ; I - I • I 1 � KOR y. a.. eEtOr SEE ].. 4 �I SEE I I 2. 4 MLpi
<br />1 , fl
<br />, I
<br />=
<br />4'•- /4' S W/
<br />I=: BOLTED M
<br />40 % ,L ._ �-
<br />I
<br />I IIT` F
<br />PANCW/E (TYP)
<br />NOTE 1 BELOW ....� • • • AE ROTC 3; I
<br />I"CONDIETTSEE
<br />M•' SCNI ON SI M EIMR rMm. MAY M LOCATED (TA P[END Arat
<br />1' ISI,, ,' uk AT Do OR H tr 1 1/r
<br />>a SFSfIDNa ON ENEET SS
<br />ram 3 -0OR©W/ GA R/Q©.O7 eITEAToat iA%mmS ,a • LAST PALL TO M MSTN3FD AT EACH
<br />•
<br />LAST PNN[L O TO M INSTALLED AT rACN O+EMNC..PALSITYS M PROYDFO W/
<br />TYPICAL ELEVATION FOR SF�IES 2000 ICI BALLALWAYSrh " TYPICAL ELEVATION FOR SE EIS 1040 I,�R'""� TD FAwrATE "ST"LL"'o"
<br />kANDUE F elrzrDEo TO M NSTA LED FROM
<br />R INTENDED TO M MWAUM FONT
<br />- HANG ORRM P EL C1) SYSTEM ASIDE,OF STRUCTURE. E-Z HANG STORM PANEL (1) SYSTEM OF STRUCTURE
<br />]/327 - 1
<br />,,.' 110♦. GM al. �,/4' Mv. NIP V=' IIAa. ww-I.-
<br />1p
<br />T •• ®R/ ce- 0. 0 1
<br />SECTION A+j� -A SECTION BB-BB-B DLA D'Fo "PAAusOfi'p"
<br />smi vw - I• NO 7CAE vW - I -
<br />DEFLATION OF SEINES NOGG: E - Z NANO STORM PANEL SYSTEM WASSIM OF PANEL
<br />HIM TRACKS AT TOP a PANELMATE PLUS OR 15' LONG
<br />! AT
<br />M. DEFfaT10N Oi SQeES 2mo: E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PABOTTOM W/ PANEUVAILL .
<br />Coat. TRACKS TOP a BOTTOM. (2). UD PANELS SHALL ALWAYS BE CONNECTED TO SILL WALL eY MEANS OF
<br />PANELMATES OR, F USED JGLNTLI w /s
<br />(2). j10 PANELS SMALL ALWAYS BE CONNECTED TO BOT10M TRACK OTHERWISE A STOP BAR SMALL BE COMECTED t0 (2] W/ 1/{-20+3/{Wj j� •W1�/3"' END PANELS
<br />(8J SiU1 BE PROVIDED AT TOP OF SUCH PANELS, WINO No OR1/4'R-20x3MJL6"OaM. RRO TAPPED �2 A(EOtCEPt AS
<br />(3). IF END PAWLS ARE CONNECTED TO OUiTOM TRACK. CONNECTON SHAH CONSIST O ON NOTE (3)
<br />1/4'•-20.3/{' MS W// 7/8'e.3 32' TROD NUT OR 1/4'9N3/4' Min. THUMBSCREW
<br />INTO TAPPED BOTTOM TkACK. TION Oi FASTENERS MAYBE AT EITHER M TWO (3). FOR CASES WHEN END PANELS ARE USE JOINTLY Y// 15• LCNG TR Q AT
<br />BUT ENO WVElS ARE NOT CONNECTED TO BOTTOM TRACK 2 STOP BAR
<br />EXTERIOR MT FLANGES OF END PANEL. ,
<br />BE PROVIDED AT TOP OF SUCH PANELS.
<br />(4). N CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACKF.-L
<br />(i.e.(TO A STOP BAR (4). FOR NWALLAY04 WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY
<br />IS ONLY USED AT TOP AT lF/A5T TWO PANELS SILL M CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING SILLWALL MEANS O' PANELMAYM ONE RREROR PANEL
<br />USING SPECS INDICATED ON NOTE (3) ABOVE, N SUCH CASE, CONNECTION OF PANELS
<br />MAY BE USED JOINTLY W/ TRACK Q) ACT ATTACHING BOTTOM TRACK TO WALL
<br />TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. W� TWO PAIELANTES FOLLOWING SPF�G SHOWN ON ELEVATION AND12-
<br />(5), SEE SECTION 1'. 3' a 4' ON SWEET 24, SEE ANCHOR SCHEDULE ON SHEET 25, Wn. EDGE DISTANCE. FOR TINS CA$j, F(TEMOR PATEL USED YS /
<br />A NUT EED E AREALED
<br />TO (T2H)E
<br />YYY111111P�)S
<br />�ANIUH.Tit � THAT SENT LEFT a RIGHT SIDE OF HAVE
<br />A...... THEW OVERLAPS RETAINED BY �.
<br />'
<br />3 ENS FLORIDA BUILDING CODE h Velocity Hu cants zone)
<br />Aa m IaTM MC rp
<br />_ f No. 4 167 = 20 GAGE GALVANIZED STEEL STORM PANEL DW" R
<br />STAT OF `� _'�? 08A1 PROTECTION PRODUCTS. LLC. °'fie
<br />TAX
<br />�M MoBea.
<br />S�'• F �•-Nr, a WIAW.4ANRa . PHONE, pares 7Nw nwa:MLw)eN-e7n 20-176
<br />�••- : a,a W -we A.. FAQ 4 An
<br />SS/ON
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<br />eeeeT tIII Orr as
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<br />/W„AA L BALnesm tm./our Amm A.nawulr., PJ_
<br />T Wen a ,R th
<br />IZeDIER[ NMAAG■ .��
<br />INSTALLATION
<br />DETAILS FOR SERIES
<br />PANEL 1 INTO POURED
<br />2000 AND 1000 E-Z HANG STORM
<br />CONCRETE OR CONCRETE BLOCK
<br />6 <'"`
<br />(ea tlamaA w `• 4 c..A
<br />LvwloE AN"olW
<br />Dw.IrALR Mown \ 4 ow at s3mAA ,�{,D
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<br />� j 5 Ij
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<br />I Mlaw., ac I 5
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<br />SEPARATION QAW
<br />'P-TON'.•
<br />7 :
<br />W
<br />scmimpuLE
<br />a s
<br />Fen Nn. J
<br />N, MTo GABS' i /6 /32,••
<br />E
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<br />R i >g sarD,AE v.+.-Eowr
<br />TPO/3NNanr}• WA
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<br />10 WSE. r•.KIN 6
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<br />7�----
<br />I
<br />WALL AND DIRECT MOUNTING INST.
<br />aawRR Nowlw��
<br />•�oePaw)A -SA "' Q. 00Xp1"0MJ
<br />1MfN./y�/3Y
<br />o.N.
<br />WALLmIINST•
<br />S�TION
<br />i
<br />SECS 3 2
<br />srw E 3/e.1
<br />FLOOR TO CEILING MOUNTING INST,
<br />BUILD -OUT 110Uli ING INST.
<br />1t11
<br />!2f/No.3/4'
<br />S t6 O
<br />4
<br />I
<br />,I
<br />$ SECTION 3'
<br />1101111L.0 SCALE 3/1111
<br />>Q yEanp,wq �aOO Aepweppna rdt
<br />yquW/�NrrE��Or AT 1pP M (Q�U A I,IN1"millfI
<br />(O MAC . (a IiY „ WItOAL wm ON I ma SOON ��� ^:.
<br />Snap^[S' N6NAlATpN Two ON SCOTCH Sl
<br />SECTION 4'
<br />$GA E 3,001
<br />8
<br />i
<br />12fCEei7111
<br />aa�'�:'•uCENs�•:✓� �
<br />�` No.44167 _
<br />---,•-
<br />O
<br />To. a BOTTOM MOUMOM CAN M
<br />= -
<br />FLORIDA BUILDING CODE (High Velocity Hu one Zone
<br />I`
<br />L-
<br />GOMeRN[D N ANY WAY To SAT ANY
<br />IMA�QN'
<br />' STATE OF - eamo rt>rw.
<br />'-�p:, F :��
<br />Ac 20 GAGE GALVANIZED STEEL STORM PANEL rP.
<br />areIN er:
<br />DETAIL i
<br />VIEW
<br />cD . E XX DSTANa
<br />PROTECTION PRODUCTS. U.C. DI
<br />MOBAL J+J"� NBM S.a O,
<br />331,
<br />r aoa w aw PI LASH rwNero(u4ReB-on 20-176
<br />.:.`. TOO •n-,N.. : W An-w,
<br />PE. SEA4/tCT4wUIW/GA1E cllw4eC N.:
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<br />SHEET NO.
<br />SH 1.2�
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