|
- _. ♦NGNORS (SEE SEC710N$ CN T.i7S 17, 14 1f R IO)---..--._ __. .
<br />r MAX. 7. 0/17, ae//a S/17. 41/H7. MAIL
<br />1• am. ftwW6A/1/U. 7eW/,I a aw/Ib �eM'/H, 7E11/1e a
<br />r MAX.
<br />1- YK
<br />ra t a 0 0 0
<br />1 j �Mrl°e"e +t°'°1 'rwh 1 i uF awk'p�fAr■ ►arla � I r�NA. a�■ mow' � � W
<br />we
<br />,. I
<br />in �I I
<br />11AY W17. Wt7. W11L - • R11011♦R•RN 11ee. '°wryly. rVn. eE/u 3-
<br />.,. MM/TE 7At1/D t We/f0 fM/tf, 7M/tf a eMM;/f0 r
<br />ANCHORS (SET SECTIONS GO SHEETS 17. is. is a 20)._
<br />OPTION j12 FOR LIFE SAFETY STORM PANEL(i) ELEVATION
<br />acxE 3/re.r /r MAW w
<br />SECTION A -A
<br />simu: 3/16-.1'
<br />9a 1 , . le%mfl.mm L►
<br />e •L► . -L 14 MR 41,lei . . AMPIN
<br />MAXIMUM A.S.D.
<br />Max. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />RATING (p./.T)
<br />L (ft.)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0. -72.0
<br />V-a.
<br />2 3/4'
<br />UNBOLTED
<br />. 1 � 7 1 1/Y WN 11111UOE
<br />I / , , J ! IBA iMTll AT Ig00
<br />1 J/
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />u ��pp0o�U pppppp
<br />0 ` f // .7��1'•t//22'.BU6WDm _...._�/~liriW.i11R/tl[0
<br />1 Hi151RHIlON d W000 1 d .aa0 I O,
<br />HIADIM
<br />HEAVEN
<br />TlhA.._._ T r �•, _
<br />r'
<br />I
<br />I
<br />GLASS Aa KIaM IMIOx
<br />1• M■. GLASS
<br />Pon LZAM m Sea tip i ,L- MK
<br />1 LWIE MOR 1 BOAR) PARR LENGTH
<br />IKMGAG
<br />AA 10 I v . . ^I lftE IMGI[ 1 KLOW)
<br />1 7 evl�a/aYt
<br />r ill
<br />i r
<br />CONE t HXINR.
<br />y/ax• W9a RUT
<br />1 i j ' HRR • 12 1/Y D.a 1 I j NAn we6NR11 (eTYOND7
<br />I I 1 4Y /Atom 0 r O.C.j'_-,.. Y TMOON • r G.c.
<br />DIIaI ` 1_ ; ---AOOOOO W/ STD)
<br />, 4
<br />�' ' n MpwoiH i�;l! PLAIT &' MT r�Drno�OT
<br />'-----1'n4DW000 PAID I_. _ _..-. ---.- .YJM' S000 PUT
<br />WALL T10111
<br />So Ug" PANEL wpm m1mm
<br />SCAM 3/r.1" VALE 3/S•.I" T
<br />u
<br />IHSWIATNS AM ONLY WLO TOR "LONG WIN ALIA. OE71aM LAIRSJGENtt!!:
<br />UP 70 +ft& -wPW AND PANEL'S LDQYH LIP lA W-r � I{'
<br />2. RR HEW WOOD FRAME CN4OMIRUC"W WKUKRS TO K SOUTHERN .^"OIT('c
<br />P0R N0. 2. W/ 9eCFIC DENSITY OF OM OR EOIPL �K R S1
<br />• r D.C.
<br />nlaAao
<br />r w000
<br />I
<br />Z•
<br />MAX.
<br />PANEL LENGTH
<br />(Sm scmmuttit)
<br />[XMTRMc
<br />I► >aNwm
<br />.L• 11ox OAY
<br />>o aAi
<br />p
<br />,
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<br />(ALE TIER 1 B[LOS)
<br />MH�1 )
<br />I
<br />�a
<br />( t/f�.•�M.6 w
<br />_T a• TMCOR AMOCO
<br />,. ._. L 9' D.C.
<br />POURED CO ML
<br />on CONCRETE
<br />■OLX IIEOIBA ! 11
<br />• I '
<br />I
<br />■ ro
<br />N7
<br />i
<br />INSTALLATION DETAILS FOR
<br />INTO EXISTING POURED
<br />TiWCON ANC/Ip16
<br />• r O.C.
<br />OPTION
<br />CONCRETE
<br />#2 FOR LIFE
<br />OR CONCRETE
<br />SAFETY STORM
<br />BLOCK STRUCTURES
<br />TAPCCN AMOCO
<br />PANEL
<br />SYSTEM
<br />_...- 1}.• TMC{W N/CI,ORIi
<br />00IICIEIEL:
<br />e►ocK Rf0{I® 1
<br />CONCIIEOO�TE7EI \
<br />fLtX2t RlOIORED 1
<br />„OARED ODNCETE.am CONCAM
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<br />Yi-ElA51M7t�0 47 1/2• o.a
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<br />NUT wA'AtA
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<br />• 4 1/1' 0.0
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<br />WALL UgUM INSTAL20"
<br />.. _... cON0561[ t1DCK
<br />WALL J ITLw k .I &LAM
<br />FOAM CoNceEm
<br />..••CONCTE
<br />CONCRETE SEOCN
<br />WALLY !lam
<br />i_ -ON m/1plfTt 6WCN
<br />Reo1MIm ALLATIm
<br />LBSTALlATM
<br />CBEAM
<br />se2ME 3/6tt"
<br />SCALE 3/8•-T•
<br />SCALE 3/r.1•
<br />Ljff�
<br />SCALE 3/e--t"
<br />MR Is M K FOR ANt iK[ •
<br />ANo= TOPS
<br />- Vn%
<br />_W~ .
<br />A F I
<br />MOMS FOR IITAldlli WEO SOON
<br />tr MNWq OAIa■ 0.)
<br />+
<br />MPN AND
<br />1■.IAAI AAHO. MIMC410e AIMO MAMA
<br />PON ME LM TW ON
<br />•■■M.■■.s OIII,M. IN)
<br />M
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<br />Mom" RR iD LSM HARM ewYAWe ON
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<br />R M 10K OML&. IWR 1-
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<br />M MIA
<br />a LM OPVTWA MD L N FACNII olo NDi
<br />K IJSAC LIMN a11AMY Ma0M0 .eEafa
<br />FOAL EIO ANGllal 7m ON ila SCISDME
<br />a ,/1'..... ..
<br />--__ _.
<br />u
<br />WALK._ NJ _vALLAi�oel
<br />SCALE 3/V-I'
<br />m1m,
<br />I. N61AiAMHS ME MY 1" FOR BULDIDS WITH AS.O, KS" LOADS
<br />W 70 ♦SSG, -72.0 PSI ANSI PAMELY LEHOM W 10 e'-r.
<br />7. Fat NEW WOOD FRAYS CONSTRUCTION: W000 MEMBERS BIERS TO K 9DU111EN
<br />PINE NO. 2, W/ SPECIFIC K7RITY OF OD5 ON EQUAL
<br />0 6' D.C.
<br />'
<br />1APCON B i• OA.
<br />"GANGED
<br />+ • 1
<br />T,,/4•A
<br />Ni�t T//22 MM1, 11RIGNFD
<br />WOEQ
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<br />to sum
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<br />JAIMAM
<br />OLAds
<br />'
<br />I
<br />PANEL LENGTH
<br />�
<br />(SEE I OW)
<br />1 4'P-2DA _
<br />�•
<br />wINO
<br />(7Q NNm I SC )
<br />;
<br />NINE
<br />_
<br />I
<br />� I I
<br />I I
<br />0.�
<br />r.4• WOOiIAIF
<br />REOUM
<br />_ I', ,
<br />I1
<br />:� a/3Y WIND NUT
<br />IS(BEYOND)
<br />/14-10 PANEMew
<br />e e 1 4. O.c. W/ 7
<br />110N r
<br />IWSNER
<br />MINMOMOTH Or PLATE
<br />AT
<br />T(1(1�✓
<br />��0LIFE
<br />SAMY PANEL
<br />JCEk,�f ,'�
<br />fcALE 3/e•1"
<br />FLORIDA BUILDING CODE (N(ah V
<br />t1ERM aacR'
<br />i
<br />E
<br />i I
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />�[�4 UPCOM ANOIDRS 4 T/PCON AOHOIO
<br />., ..i Y O.C. i ` .i-f' O.C.
<br />• ?4uRm6oNawTcf`°eii' 1
<br />I
<br />I ; i
<br />i
<br />t.0 •
<br />1 ri _
<br />-�%SYT.•S/a2' wNOT N1R BYIBHE1t
<br />WALL, MOURN OU"ATM
<br />• 6 1/4" O.C.
<br />,.. d1. C9NCRETC 6LOCN
<br />RWI/AED
<br />GOALIE a/e•-1'
<br />,0 >L TOA AW) W TYPE •
<br />� 1Wt
<br />tANN,
<br />11 1)BE
<br />WA ON F I
<br />>PIMCMI PSII ■IQN1Altl16 IlID NOOa
<br />Yw All■KI 4TWsw w
<br />M
<br />IIRLE We0M1.
<br />IAIIAN ANUIR 1PAOeBf AND MA111AIM
<br />Ma TIN
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<br />2
<br />_
<br />Los THIN
<br />Ndt Ea L¢ 71MAN eRIOatO am
<br />" no W
<br />Sam"
<br />tEP AAP
<br />ood"L
<br />6awOLW R VAC ANMso tlMLwN N
<br />E
<br />AK /i
<br />RWBM
<br />M F�aOLkO PAWINB. Ip'al
<br />OPq OK MORE. IIOUaTO
<br />---- _.-._._.a-. .-_..._.._
<br />._i._...
<br />-
<br />._�_..
<br />wrzoa *NNW U" FACTO , WMla Nwr
<br />I yr
<br />M K LI THIN ~PA YIMLWM FIOIAla9G
<br />FOAL SAC" Namon 111E ON Wab some AE
<br />- ..._..
<br />3'
<br />a vr-
<br />-
<br />OFSKO1l ME'TEO VAL H•-Z NYIa SIdW PALLIER 4Y7ZTEf1
<br />1 E-Z HUNG STORM PANEL SHOWN ON THIS PRODUCT CIA LA'TION DOCUMENT (P.LD•) HAS SEEN VERIFIED FOR COMPUwa IN
<br />ACCDROACC WITH THE 1020 (71h EDIION) OF THE FLORIDA BUILDING CODE.
<br />DESIGN ISM LOADS SHALL K DETERMINED AS PER SWION 16T2y0EOr THE AIM MIDIMONEO Coot.
<br />FOR AFOR A OIpE:T101NAUI15BY FAC10R KO -OAS If AND 9WLL NOTMYED NNE MANIMWI (A.SD)
<br />DESIGN PRESSURE RATNDS INDICATED ON SHEETS 25 a 26.
<br />IN ORDER TO VERIFY THE ASCA& CONDITION, ULTwATE DESIGN WIND LOADS DETERMINED PER AM 7-16
<br />SHALL K FIRST REDUW) TO AB•0. DESIGN WIND LOADS 6Y MULTIPLYMC THEN BY 0.S IN ORDER TO
<br />TO COMPARE 7 ESE W/ MAX. E",O) OEM PRESSURE RAIINCS MGCATED ON SHIM TO Sr 25.
<br />IN AND
<br />ORDER TO VERIFY T49 COMPONENTS D ANHORS ON T IS PLO. AS ICS1 WERE NOT OVER STRESSED. A 33R INCREASE
<br />IN ALLOOMI STRESS FOR WIND LOADS WAS SM ISM IN THEIR ANALVW FASTENERS SPICING TO WOW HAS KEEL
<br />DETERMINED IN ACCORDANCE WITH KO S. 2015,
<br />STORM PM US ADEQUACY FOR IMPACT AND FATIWt RESISTANCE WO BEEN VEMM IN ACCORDANCE WRH SEC11014 1629 OF
<br />THE ABOVE MENTIOMEO CODE AS PER FIDWORKTION TESTING LAIOIMTORY. INC. REPORT ( 2032. AS PROTOCOLS TAS-201,
<br />TAS-202 AM TAS-203,
<br />2 THIS SYSTEM HAS BEEN DES MED TO K INSTALLED ON THE OUTSIDE Or THE OPENING ACCESSING THE OPENING FROM THE
<br />INSIDE W/o THE UK OF A LADDER OR TIT. THIS APPLICATION 5WINO WHEN INSTALLATION IS INTENDED TO K PERFORMED
<br />FROM THE ASIDE Of BTRUCTVRE.
<br />3. SERIES 1000 OWALATON IS APPUCIBLE TO SHGIL AND DOUBLE HUNG STYLE WINDOWS WREN WAUATION IS REQUIRED TO BE
<br />PERFORMED FROM! THE MSIOE Or STMIC7URE.
<br />4. SEAS 2000 INSTALLATION R APPLICABLE 10 SINGLE. AND DOUBLE HIMIC AND HORIrONTAI SLIOF36 STYLE WANOOWS WHEN
<br />INSTALLATION IS MMOtED TO K W'AH'ORMED FROM THE INSIDE OF STRUCTURE.
<br />S. ALL Mike" EITRUSIONS TO BE 9063-76 ALLOY AND TEMPER. (UNLESS OTHERWISE M(M)
<br />0. AL ALUMINUM SHEET METAL USED AT CLOSURES SHALL NAVE 3105-1114 WAY.
<br />7. ALL STEEL SHEET METAL. PANELS SHALL HAVE SAUCTUML DUALITY STEEL. AS1M A-453 GRADE W LIFO., GALVANIZED STEEL.
<br />OESIO A710N W/Fy- S6.S Not (AFTER ROLLED).
<br />6. AL SCREWS To K STNAESC SRO 304 OR ate AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON
<br />WO,5 W/ 30 NI YIELD STRENGTH AND SO Mai TENSILE SIRENOM 6 SHALL COMPLY W/ FLORIDA BUILDING CODE 3EC710N 241 t.3.3.4,
<br />9. BOLTS TO K ASTM A-307 GALVANIZED STEEL. OR ANSI 304 SERIES STAINLESS STEEL WITH 36 kM MINIMUM Mb STRENGTH.
<br />10. ANCHORS TO WALL SHALL BE AS FOLLONS:
<br />IOU 7DrK._ST •
<br />1/4"0 TOWN ANCNOR9 AS MAMFACTURW tY LT.W, KMDM INC, (MAN. re-3192 PLO.)
<br />1/4• P X 7/6• CIM-IN ANCHORS, AS MANFACIURED BY DCWWT INC. (ARM, Fe+3000 P.I.I.)
<br />Ito-10 PAWRMA7E FEMALE 0 A. PAMCLMAE PLUS ANCHORS. AS MANUFACTURED NT ECO CONSTIa1LnoN PRODUCTS.
<br />(ra-1350 P...1)
<br />At) MINIMUM EMOMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL RE 1 3/4- ANo 2- FOR PAELLAYE
<br />FEMALE 0 ! PAMMATE PLUS.
<br />At) MINIMUM EMBEDMENT of 1/410 X 7/e' TALK-N ANCHORS SHALL K x 7/r INTO COWKKfl NO EMBEDMENT WD
<br />ANY FINISH MATERIAL SMALL K PERMITTED
<br />Z020 SS SIDEWALK SOUS USED SHALL BE LONO EROUCFINISHCASE M(SHOULD ANY FINISH MATERIAL EIRS7) TO EN3/4•
<br />ANCHORS.
<br />A3) IN CASE THAT PKCAIST STONE, PRECAST CONCRETE PANELS. OR PAYtft K FOUND ON THE COSTING WALL OR
<br />FLOOR, ANCHORS SHILL SE LONG ENCUOI TO REACH THE MAIN STRUCTURE BEHIND SUCH PAW" ANCHORAGE SHALL
<br />K AS MENIIIED IN AI) AND IN A2).
<br />_EAGT'K. wat
<br />- 1/4' P TAPCON ANCHORS AS MAINFALTURED BY IT W. BMW. INC.
<br />1/4- 0 X 7/6- GUI -IN ANCIOPS. AS WMff nWO BY OEWALT INC. (FIT,-1500 P.I.I.)
<br />#14-10 PANELMATt FEMALE W AMD PAKILAATE PLUS ANCHORS. AS MANUFACTURED BY EL.CA CONSTRUCTION
<br />PRODUCTS ('-2071 P./.I.)
<br />i
<br />0~ _ r
<br />TrTGv P - MWINA NUT
<br />w/
<br />PptME` �"•'f3/3r G NNOV
<br />OR CC9N01lTE BLOg1
<br />SCALE 3/6'-1'
<br />a 1) MIN" DOMMENE OF TAPCON AK3DR3 AND PNOUAWE FEMALE 0 At PAPMLYATE PLUS INTO CONCRETE
<br />BLOCX SMALL 6E 1 t/41.
<br />9.2) MIIMLM EMBODIMENT OF 1/4-0 X 7/e' CAM-N ANCHORS SHALL BE 15 7/8• WIG CONCKM
<br />NO DIKWEM TIRO ANY IIAb11 MATERIAL SHALL K P[KMYtD,
<br />1/4' 0-20 35 61DE3MLK BOLTS USED SMALL K LONG ENOUGN(BNOUIO ANY FINISH MATERIAL EGS1) 70
<br />ENGAGE 3/4• INTO ANCHORS,
<br />6.3) IN CASE 11-AT PRECAST STONEE, OR PRECAST CONCRETE PANELS BE FLUNG ON THE EIGSIVIG WALL.
<br />ANCHORS SHALL BE LONG ENOUGH To REACH THE YARN STRUCTURE MMnD SUCH PANELS. ANCHORAGE
<br />SHALL BE AS MENTIONED IN e.1) AND IN 11.2).
<br />(C) MICHORS TBER.K INSTALLED MUORMO ALL OF THE RECOMMENDATIONS AND 9PECFICIVIONS OF THE ANCHOR'S
<br />11. IT SHALL K THE RS/ONSOt" OF THE CONTRACTOR TO VERIFY THE SOtPONESS OF THE STRUCTURE WHERE SM7TIER
<br />m TO BE ATTACHED TO INSURE PROPER ANCHORAGE.. THIS SIRRTER SHALL ONLY SE ATTACHED TO COHC M BLOCK
<br />OR WOOD FRAME BUILDINGS.
<br />12, THE INWALIATSON CONTRACTOR IS TO SPAL/GWX ALL yeN7IM COALPONER E06C9 MAGI REMAIN N COMTIAIOUS
<br />CONTACT Will 7HE BUILDING 10 PREVENT WMD/ARM NMANON, CNAK AND SEAL SHUTTER TRICKS ALL AROUND FULL
<br />LOW".
<br />11 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS WWAI D IN THIS DRAWING PLUS ANY SUIIOIM. LINO ZONING
<br />REGULATIONS PRONGED BY THE JURISDICTION WFEME POW IS APPLIED TIL
<br />14, ATRIUM WINDOWS AM 000114 INC. It - 2 HMO STORM PANEL SYSTEM, IS PROW POpO.
<br />1& (0) MIS PROD= EVALLIAMN DOCUMENT (P.E.0.) PREPARED BY THIS EHONFEI IS ODOM AND DOES NOT PRONOE
<br />INFO M70N FOR A SITE SPECIFIC CR I.a WHERE THE SITE C7NOIFIONE DEVIATE FROM THE P,E.D.
<br />(A) CONTRACTOR to BE MMPO *Wt FOR THE StUrTON. PURCHASE AND INSGLLAW INCLUDING LIFE SAFETY OF
<br />THIS PRODUCT BASER ON THIS P.E.I. PARADED HE/SHE DUES NOT OEVIATE FROM THE CONOf00112 DETAILED ON
<br />THIS DOCUMENT CO STRUCIONN SAFETY AT SITE B TOE CONTRACTOKS PiSPONSIStITY.
<br />(e) THIS PRODUCT VA"TIOM DOVM W WILL K CONSIDERED NNV W F MOM=.
<br />(a) WE SPECIFIC PROJECFS SHALL K PKPAREO BY A FLORIDA Rt=tMD ENGINEER OR ARCHITECT WHICH WILL
<br />BECOME THE ENONNEEA OF RECORD CE.0.R.) FOR THE PROJECT AND WHO VAL TIE IRSPONSIM FOR THE PROPER
<br />USE OF' 7w P.E.D. EtOIEER OF RCS ACTING As A 00AUTED ENGINEER ro THE PI.D. ENGINEER. TALL
<br />&OMIT M THIS LATTER ME TIE SPECIFIC DRASM68 FOR PC,"
<br />(.) THIS P.M SHALL BEAR THE DATE AD ORIGINAL SLR. AND !MINIATURE OF THE PROFESSIONAL DMOINEM Of
<br />RECORD TINT PREPARED IF.
<br />14. STORM PAWL MMEWACIUIET'S LAND. SWILL K LOCATED ON A READILY VISIBLE LOCATION Al STORM PANEL w
<br />ACCORDANCE WITH SECTION 1100.9.3 OF FLORIDA BLALDM CODE. DINE LABEL SMALL K PLACED FOR EWEIIY OPENING.
<br />WEUND TO OOlPLV ON SECTION 17094.2 OF THE FLORIDA BUADMO CODE.
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<br />COMPONENTS FOR SERIES 2000 & 1 OOQ E-Z HANG STORM PANELS 3•/24 1woraEeK mm I was) INSTALLATION RF-TAILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />T' 4' 4 a ao `W ®¢� taK III[ 2 IaeM9 2'/24 ► 1' 4 tea RGT a eweq PANEL INTO POURED CONCRETE OR CONCRETE BLOCK
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