|
..-...... ___.._._ ANCHORS (RE SECTIONS ON SHEETS 17. IS, 19 At 20)
<br />A7. 0/17. "IL MAY, 41/17. 0/11.1• wn 7w/19 a wyMK w
<br />�A 0 0 0 0 0
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<br />r
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<br />aN+7.Wn.W16 vrN%wurar• syu. a✓17. aV1• r wz
<br />1- MIN.,SWNhb 7Ar/n a w/fD � w/+9, 7w/n a 99N/» '.
<br />(SEE SECTIONS ON SHELU 17, is. 1• a 20)----------- _.
<br />L
<br />OPTION #2 FOR LIFE SAFETY STORM PANELU) ELEVATION
<br />SCALE 3/14--1- W - w
<br />SECTION A -A
<br />SORE 3/1e•-t-
<br />IT ► . . _ . 1
<br />• : • .I 1 , • 1
<br />MAXIMUM A.S.D.
<br />Max. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />RATING (p.I.1J
<br />L (h•)
<br />(SEE SECTIONS)
<br />TO GLASS
<br />CONDITION
<br />+55.0, -72.0
<br />8'-B'
<br />2 3/4'
<br />UNBOLTED
<br />• r O.C. 4'6 TNPCON • r OX.
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<br />SCALE 3/r-1•
<br />EA p, T11
<br />raw
<br />e�•'-•`GEN2
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<br />1. INSTALLATIONS ARE ONLY Wl D FOR NALLWIR WITH FAIL
<br />UP 70 .BSA, -710 PSI AND PAMM'S LDO1N ,P 10 r-r.
<br />OLSON LOADS
<br />�•
<br />2. TOR HEN WOOD MAE WIOIMICnO k WOW LMOOM TO R SWrMM �
<br />FIE Ma 2. W/ VWFD WO OF 035 w QXML * :,
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<br />• MOOR PLANT N' WODO PLATE
<br />WALE 3/6'-1do trIMMEL
<br />-
<br />SCALE 3/r.1•
<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-1")
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<br />PANa'S DID UP 11,\
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<br />130METRIC VIEW DETAIL A 2.000'
<br />ROUNDEDLONER • ENDS OF PANEL's i
<br />END LP w/ HEMMED EDOL
<br />7.aor--
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<br />125'
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<br />11• LONG
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<br />INSTAUATION DETAILS FOR OPTION #2 FOR UFE SAFEW STORM PANEL SYSTEM
<br />INTO EXI CONCREn OR CONCRETE BLOCK SMUCTURES
<br />�• -Er UPCOAma TA/ANCHORS TMOANCHORS TMCON AMC16
<br />O.C. Ot. at.
<br />ON
<br />SLOOK 1� BUICK EE ��R' 1��► °II it�
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<br />1J.• TAPOON NICNOR6 y., _WV TMCON ANCHM
<br />- (arAO"DO w/ aw) WADOM w/ STUD)
<br />FROURM BtAC1f L.. WARNED
<br />rE 9LDac
<br />>ttALL �l AT a ATM WAULI '
<br />MAWL
<br />WAS 3/r-1- uwr 3/r.t'
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<br />a ,
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<br />i I
<br />2 .Rd1L I , i� Ln•• • MD NLT
<br />REQUIRED
<br />11M611O1 . e ,h D.C.
<br />0.1
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<br />AMOWUM OF
<br />SCALE 3/r.1'
<br />rD�
<br />1. IOUMAA110NS ARE ONLY VALID FOR WAMM WITH A.S.D. DESIGN LOADS
<br />LP TO •65.5. -72.0 PWF AND MNEL•S LEMON UP TO 9'-S•.
<br />2. FOR NEW WOOD TRAMS CONOTWXYM WOOD MEMBERS TO K SwNON
<br />PIE NO. 2. W/ SPECIFIC DENSITY OF OS5 OR EOLML
<br />r-- i `7/rNxi/iY a•ID NUT WASHER
<br />• 12 1K O.C.
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<br />• 4 1/r D.C.
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<br />ACQUIRED RBDURED
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<br />B •• D.C.
<br />TWEADED
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<br />V MAR.
<br />PANEL LOOT"
<br />( NOR I KROW)
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<br />(,). 0[FWItON Dr sEfAFR ,DDT: E - 2 HWIO STEIN Pon SYSTEM CONSIUM Of PANEL
<br />fptl. TKRM.O TTOM M/T��PAANFLMATE PLUS ON 16- LONE
<br />(t). DE71M110N OF 4ERM1 gem; E - 2 ,AND 57ObA PANEL BOT MIEN CONSISTING OF PANEL (2). END PANELS 9ALL ALWAYS BE CONNCCTfp ro SO,L WALL BY MEANS OF
<br />CtNM. )RACKS OOP a BOTTOM. IDW4
<br />(2). j,(D PAKL4 SMLL ALWAYS K CONNECTED 10 111011 A TACK OTHRWIK A STOP Wt PMEIANTE9 pF IF USED Y W/ 5 LONQ f2) S7PKK W p END PANELS
<br />@J SMLL K PROVIDED AT TOP OF SUCH PANELS, SMALL
<br />AL /M M t 4'•-''. M/. t 4�2Da3 4 LL T ° /32 a
<br />(J). F END PM1E7.li ARK T M101T0M STUCK, WMECTION WALL CONSIST OF DISCPoBEn ON l3l M.n (�(rROErT
<br />1//4"N-29a3/a M.1, w 7 e 32 7WNG MT pl , 4Yety/4• MN. 1TNNB1CAEw
<br />rif0 YMKtl 1pT1OM 7TON OF FASYUEAS �r 1E AY ETHER Or TWO (3). rOR GEES MEN END PANELS ARE NOT
<br />UR JONJFLr w/ Tr I.pD ®AT
<br />EXTERIOR FLAT FUNKS OF END ►MILL m77DM OT EIO VIDEOS TO or CONNECRD ro F10TOM 711MJf' R STOP 1N
<br />(4). N CASE THAT END PANELS LIE NOT o0N OM TO BOTTOM TRACK �) riHALI K PROVIDED AT OOP N SUCH PMEL3.
<br />IS ONILY _ %NDIR PANEL
<br />II& PANELS
<br />_ (1.•. A SOP BRA (4)TRACK. FOR INSTAWIIONa WHEN UO PAt16i AND SOME OF MELMAT1 , ONE
<br />I TIRO DREARY
<br />TO BOTTOM SPEM OM TRACK MAY AOCGIR A7 SIP. IOGTONL O��S w USE) JOLTY / yMNO 10110MSHOWN ATTAOM
<br />EICVNTION Na7N W
<br />(5). SEE SECTION V. 3• a 4' ON SHEET ?,. SEE ANCHOR SCHEDULE ON SHEET L'. I EDO[P t ra TNs 1NTEwae vMla uBED Y ODES
<br />,t�WN NOT NEED ro K COMIItL'Tm ro BY ANY MEALS. 7R/CIL !l1111IIIMMMMMM111IIIlllili IEEE WkSbN1ID
<br />,t��'� J� 9UGH THAT ADJACENT PANELS LEFT a FIGHT T SDE OF PANEL) HAVE
<br />. THEIR OME RMf RETAINED BY �.
<br />Ila-V141APIA9 N E"yals] Zell A 4&,f-1131 IV,
<br />• • IT •. :� •: M RT,11 W•� 11'
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<br />mR Ou ARE •OIDMTHA ON THIS
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<br />SCALE 3/1r.1'
<br />EiEI!]E6L IIDIEE� 11YJO E-2 SM110 EEGN11 lAAtd sYSEd
<br />1. E-2 MARC STORM PANEL SHOWN ON THIS PRODUCT EVALLAT IN OOCIIMENT (P.E.O.) HAS KEN VERIFIED FOR COMKLV= N
<br />0.1) MNWMLW EMBEDMENT OF TA/COM M1pgRS 00 PAN[IMATL r[MALE ID AT PANEEMATE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE 2020 (7M EDITION) OF THE HAREM BUILDING CODE.
<br />BLOCK SAIL K 1 1/4•.
<br />WIND LOAXIS SHALL SC SECTION 620 OF THE ABOVE MENTIONED CODE.
<br />&2) AO"W EMBEDMENT or K IS 7/6' Nf0 fAMCAEi[.
<br />iOOON
<br />OA A LYIIID 9P[EO REWNWK 9OWAD Y ,IAgaK b�ICRCN WHERETMK 1 ALLEqq MID
<br />EMBEDMENT INTO AN1'/•I1NBiN WTEAMI- SIWl PERMITItm.
<br />FOR A 09ECIIDNµ11Y FACTOR Kd.0.65. U8910 ASIDE 7-16 AND SHWi NOT C%CEW THE MWUMUM TAS.O.)
<br />1/4' 0 -20 SS SOEWNK BOLL! USED VALL K LONG pOLON(7NIOUlD ANY FINISH MATERIAL DTI), TO
<br />D[SINI PREPRESSM RAYMN INDICATED ON SHEETS 23 a 26,
<br />ENGAGE 3/4• INTO ANCHORS.
<br />N ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DEMON WIND LOADS DETERMINED PER ABIDE 7-16
<br />SHALL K FIRST REDUCED TO A.B.O. DESIGN WIND WADS BY MULIKY040 THEM BY 0.6 N ORDER TO
<br />BA) N CAVE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS K TOM ON THE [NOTING WALL
<br />TO COMPARE THESE W/ MAX. OLS.D) KOM PRESSURE RATNRI INDICATED, ON SHUTS 25 a 26.
<br />ANCHORS SMLL K LORD 00" TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. 4400MK
<br />SMLL K AS MENTIONED N S.1) AND N 8.2).
<br />N DOER TO VERIFY THAT COMPONENTS AND ANCHOR$ ON THIS PLEA. AS TEST WERE NOT OVEN STRESSED. A 33X INCREASE
<br />N ALLOWABLE STRESS FOR WIND LOADB WAS NM USED N THEIR ANALYSS. FASTENERS SPACING TO WOW HAS BEEN
<br />DETERMINED N ACCORDANCE WITH N.D.S. 2015.
<br />(C) ANCHORS SMALL.WE INSTALLED FOULOMr ALL OF THE RECOMMENDATIONS AND SPET7RGTONS OF THE ANCHOR'S
<br />STORM PANEL'S ADEWMLY FOR MAO AND A%TK= MWANCE HAS KEN VERIFIED N ACCORDANCE WITH SECTION INN OF
<br />MINUfACTURER
<br />THE ABOVE MENTIONED CODE AS PER FE/ESTM7ON TESTING LABORAIOIT•, INC. REPORT # 2032. AS PROTOCOLS TAS-201,
<br />11. IT SHALL K THE RESPON,YRRY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND OAS-203.
<br />�T� PROPER ANOIOIIAK. THIS SHUTTER DOLL ONLY BE ATTACHED TO CONCRETE. BLACK
<br />2. THIS SYSTEM HAS KEN DCMM TO K INSTALLED ON THE OUTSIDE OF THE OPO" ACCESSNG THE OPEMO TIM THE
<br />FRAME SLIKAPKIS.
<br />INSIDE W/0 T1E USE OF A Lt0OR OR LIFT. THIS APPLICATON ITS YWD WHEN NSTAUAOON R INTENDED TO K PERIOR11E0
<br />12. THE INSTALLATION CONTRACTOR S TO S[AL�GLRR ALL SHUTTER COMPONENT CODES wm*i ROAN N COMTIagUS
<br />FROM THE ASIDE OF STRUCTURE.
<br />CONTACT WITH THE BUSANC 10 PREVENT WND/RAN NERUSON. CAULK AND KK SHUTTER TACKS Ml AROUND FULL
<br />3. SUMS 100E NSMLLAl10N IG APPLICABLE TO SCCU AND DOUBLE HUNG STYLE MM" WHEN INSTALLATION IS REQUIRED TO WE
<br />PERFORMED FROM THE 11310E 01 STRUCTURE13.
<br />STORM PANEL INSTALLATION SHILL COMPLY NTH SPECS INDICATEDOfTHIS DRAWING PLUS ANY BALIN ANO 20NN0
<br />REAXKA'IONS PROVDED Br 711E JURBbICTOH METE PERMIT IS APPLIED TO,
<br />4. SERIES P00D INSTALLATION IS APPLICABLE 70 SME AND DOABLE HUMID AND HORIZONTAL SLIDERS STYLE WPM" WHEN
<br />NSTALLAl1001 B ACQUIRED TO K PERFORMED FADE THE WSW OF STRUCTURE.
<br />14. ATRRIM WINDOWS AND DOOMS, INC. K - 2 HAND STORM PANE. SYSTEM" a MOOR MOM
<br />S. ALL ALIA/NIN EXTRUSIONS TO BE 900-76 ALLOY AND TEMPER. (UNLESS OT11E wu NOTED)
<br />IS. (a) THIS PRODUCT EVKIM71ON DOCUMENT (P.E.D.) PREPARED BY TFIB C%MwEER B CENCIIC AND DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPOCFIC PRDIECT: I,•. WHOSE THE SITE CONDITIONS DLVMTE FROM M PLEA.
<br />6. ALL ALUMNA SHEET METAL USED AT CLOSURES SMALL WANE 3105-1,114 ALLOY.
<br />(G) CONTRACTOR TO K RESPONSW FOR THE SELECTION. PLQC1A9[ AND NSTALUTION INCLUDING LIE SAFETY OF
<br />7. ALL STEEL BEET METAL PANELS 04ALL HAVE STRUCTURAL DUALITY S7QL• AM A-653 ORATE 50 Mtn., CALVAH4ED STEEL
<br />THIS PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE TOM THE CONDITIONS DETAILED DN
<br />DESONITON W/Fy- 38.5 NO (AFTER ROLL
<br />ROLLED).
<br />THIS DOCUMENT. CONSTCTION SAFETY AT SITE THE CONTRACTOR'S RESPONSISIIDY.
<br />CONSTRUCTION S
<br />6. ALL SCREWS TO K STAINLESS STEEL 304 OR 316 NSA SERIES ON CORROSION RESISTANT COATED CARBON STEEL AS PER DIN
<br />(e) THIS PL70DNT EVALUATION DOCUMENT WILL K CONSIDERED INAID F MODELED.
<br />50018 w/ QO IWI YEW STRFNDT• AND W IWI TENSILE STAENDTH •SWILL COMPLY W/ FLORIDA 9UWON9 CORE SECTION 2111A.3.4.
<br />(/) SITE SPECIFO PROJECTS SHALL K PREPARED BY A FLORIDA REGISTERED EWNEER OR ARCNT= WHICH WILL
<br />9. BOLTS TO K ASTMI A-307 OALVAKUM STEEL OR AS 304 SERIES STAMM STEEL WITH 36 kad MINIMUM YIELD STIENON.
<br />BECOME THE ENGINEER OF E.O.R.) FOR THE PREAST AND IMBED WILL K RESPONSIBLE FOR 11E PROPER
<br />USE OF THE P.E.D. Emap4m OF
<br />10. ANCEIORS ro WALL SHALL K As FOLLOWS:
<br />HO $ TO
<br />ACING A4 A DELEGATED OIONRR ro THE P.E.D. DIIMEER, tiNHAI1
<br />SUBMT ro THIS LATTER M WE 9PEOpIC ONVRINOS FOR REVIEW.
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<br />(4) THIS P.EA. 96L.L SCAR THE DATE AND ORIGINAL SEAL AND MMTUE Or THE PROFESSIONAL OOIER Or
<br />- 1/4'0 TAKOM ANCHORS AS MMMXACTURED BY LT.W. MURDER. INC. (MIL ra3192 PAL)
<br />RECORD THAT Pft0l#= T.
<br />- 1/1' / IT 7/9• CALK-N ANCHORS, AS MANUFACTIRED BY pEWAIT INC. (UN. rc-3000 P.N-L)
<br />- 014-10 PALMATE FENIALE ID a PANEUAWM TE PLUS ANCHORS. AS FACTUENU D BY ELCO CARSTCTON PRODUCTS.
<br />I6. STORM PO4EL MAIN FACT RM LAID, SHALL K LOCATED ON A READILY MISSILE CAT LE LOCATION AT STORM PANEL INNE
<br />(rN-3360 1)
<br />ACCORDANCE WITH SECTION 1709.1.3 OF FLORIDA SCALDING CODE. ONE LIBEL SHALL K PLACED FOR EVERY OPENING,
<br />P
<br />l41DM0 TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BWLOM CODE.
<br />Al) MM" EM MWW LF TAPCON MOM INTO POURED CONCRETE SHALL K 1 3/4- AND 2' FOR PANELUATE
<br />FEMALE 10 AT PANELMATE PLUS.
<br />A2) MINIMUM OMKOMMf OF 1/4•01 X 7/8• CALL-N AN04M SIALL K IS 7/r INTO COIOtM. NO DABEDM[NIT RITE
<br />ANY FLASH NOOK SHM.L K PERMITTED.
<br />1/4- •-20 SS SIOLWALX BOLTS USED SHALL K LONG EMOUNI(SHOULD ANY FINISH MATERIAL Mn TO ENGAGE 3/4-
<br />tITO ANCI10R5.
<br />A3) FL CASE THAT PRECAST SHONE PIIECAST H TO RTC PANELS. IN SHIERS K FOUND ON NNE N EMS. A WALL G
<br />FLOOR. AEGJIORS SMALL K LORD ENOUGH, ro REACH THE PAIN 9TIICi1ME REMIND SUCH PANELS. ANCHORAGE Sww.
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<br />'iL: - •uGEN�.•-.�
<br />K AS MENIBED N At) AM N A.2)-
<br />.441
<br />(a) TO am" WNCIILW H
<br />- 1/4' / TMCp/ ANCHORS A5 MWNIFACTURED BY tT.W. BUAOOL INC.
<br />PLORIDA BUILDIiIG CODE I* h Yalae IIM,Y1601q
<br />- 1/4• I % 7/r CAUL-N ANCHORS. AS M NNAACAM BY OLYALT INC. (rm.1500 P•••i.)
<br />NLa61R1L06. wD. TO UK MVAMZED STEEL STGBY ►AIKL '
<br />- #14-10 PANEUATE rEWHE 10 AND PANELMATE PLUS ANCHORS, AS MMNAFACTURED BY ELCO CONSTRUCTION
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<br />FIG INSTALLATION ILS FOR SERIES 2000 AND 1000 E-Z HANG STORM
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