|
- -t -- -=III ■
<br />- ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 19 A 20) -
<br />3' MAX Up?. ALAI SA/1a. 3B/t7, 48/17. 50/15. 3" MAX
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<br />I o 1 0 0 - o 1 - 0 c. 0
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<br />O7 ( Iil T O 1 :' -1
<br />M�_. .fo AA. O PAML I LILT SVIe• SS:YUI PWE AE. 3L oAMfl `- Ok.@ '',
<br />PANEL LENGTH
<br />` WIG Art WAVER AT - -- -- - { (SEE SCHEOULE)
<br />I OVERUM, , I - � J E'
<br />1 a -II
<br />a�»a, . tAE yE,Y I I ANEL WONT COMR'AS I
<br />O.M..�P. �`ny '-.-.-- - --- - -- - -' 1 r
<br />erc MR AT LOT a IIpR PWEL. KIBM
<br />W17, Aa/17. 8A/18, �/17, 48/17. 51011. 3• ItA%
<br />3' MA%
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<br />- ANCHORS (SEE SECV*ffS ON SHEETS 17, 18, 19 A 0) -
<br />OPTION (2�OR LiFE SAFETY STORM PANEL ELEVATION
<br />SCALE 3/16--i' /" l-TAP
<br />cf
<br />8� 26TW'
<br />i ,OR IIAN 04 W -I Ii1l1LE -IM 1 US: SAFETY ( I cR
<br />Jy --- - AWE. ----- .ix:
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<br />MAXIMUM A.SD,
<br />11 Mcx PANEL LENGTH
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<br />DESIGN PRESSURE
<br />1 L (ft,)
<br />I MINIMUM SEPARATION
<br />j PANEL
<br />RATING (p.s.f.)
<br />(SEE SECTIONS)
<br />T
<br />•G GLASS
<br />I CONO(EICN
<br />+55.0. -72.0
<br />1 8'-8"
<br />2 3/4'
<br />1 UNBOLTED
<br />INSTALLATION DETAILS FOR OPTION p2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
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<br />I_ ,FADE HEADE WOOD NEADE Y100n WADER
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<br />- tEDUN,En i - .. .. AEouxu73
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<br />I I
<br />1
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<br />ll i v LA.
<br />! ISEL NOTE I. BELOW) PANf1 tENGDH (SEE RO'E ' BEIw) ei
<br />MP+ .Pr: SfMM_
<br />i i PANEL LENGTH
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<br />EXISTING E EXISTING. I 1
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<br />PC '/1` tt WJ, /2' MIN j OF PLATE _. -
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<br />NO, ? * 20 GAGE GALVANIZED STEEL STORM PANEL D,
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<br />STORM PANELS
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<br />- 2591' -
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<br />15. 196- (TOTAL WITH.)
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<br />INSTALLAATIQN DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
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<br />O REGULAR PANEL O LIFE SAFETY PANEL O REGULAR PANEL O LIFE SAFETY PANEL
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<br />INSTALLATION
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<br />1 E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E. D.) HAS BEEN VERiF;ED FOR COMPLIANCE IN 8.f1 MINIMUM EMBEDMENI OF TAPCOH MCHGRS AND PMELWIE FEMALE ID A PMELMAIE PLUS WTO CONCRETE
<br />ACCORDANCE WRH THE 2020 (7th EDITION) Of THE FLORIDA BUILDING CODE. 8LOCK SHAU at 1 I/4'
<br />RESIGN WIN R I i D 110AG§ SHALT BE DETERMINED A§ PER SECTION 62D QF THE A MENTIONED I I 1 ROVEB CODE B.2 MINIMUM EMBEDMENT
<br />OF :4 X 7
<br />K-IN / 8' UL ANCHORS 7 L ,E ,. / SHALL 8E S 9• M . CONCRETE.
<br />A T WHERE WIND SPEED AS REWIREtl H UVR1501C0 R THESE N E BY f ON YrF+c E ESE §UTTERS WILL 8E IhST LEO M N P 1 AL G 0'
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<br />ANY FINISH W H PERMITTED MATERIAL SHALL BE PE MI-tED
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<br />a' 1 a- p SS IO K N / 2 S CWAL 8011§ 'JSF.0 SHALL BE LOG tNCIIGH SHOVE II My FLAN I . _.. SI MATERIAL EXIST)TO
<br />OE§IG4 PRESSURE RATeiGS INDICATED ON SHEETS 25 At 26. ENGAGE 3/4' INTO ANCHORS.
<br />IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16
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<br />TO PAR THESE W N PR LOAN E ESE / NAx. (AS-D) DESK: PRESSURE RATINGS MWUtEO O7+ SHEETS 25 A 26 ANCHf)R'S SNAIL 8E LONG ENOUGH TO REACH THE 1WN STRUCTURE BEHIND SUCH PANgS, Ah'CHORACK
<br />SHALL Of A5 MENTIONED IN B1) MD IN 8.2).
<br />IN ORDER TO VC]PIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED A 33x INCREASE
<br />IN ALLOWABLE STRESS FOR WIND LOADS WAS h01 USED IN THEM ANALYSIS FASTENERS SPACING TO W000 HAS BEEN
<br />DETERMINED IN ACCORDANCE Wir. N.OS- MlS (C) ANCHORS SHALL BE INSTALLED FO(LOWRA: ALL OF THE RECOMMENDATIONS MU SPECIFICATIONS OF 'HE ANCHOR'S
<br />MMUFAC:L'RER-
<br />STORM PM A F 1 FATIGUE PANEL'S apEOV CY' OF IMPACT MO A IGUE REStSTANC[ HAS BEEN VERIFIED tN ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PEP FENESTRATION TESTING LABORATORY, INC. REPORT O 2032, AS PROTOCOLS TAS-201, It IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER
<br />TAS-202 AND TAS-203 IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHAD ONLY BE ATTACHED TO CONCRETE, BLOCK
<br />2 ne1S SYSIE10 KAS BEEN DES70NED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING -HE OPENING FROM THE OR WODD FRAME BUILDINGS
<br />'NSIOE W/O 'H€ USE OF A LADDER OR LIFT THIS APPOCAT04 IS VNIO WHEN INSTALLATION is INTENDED TO RC PERFORMED IZ THE 1NSTALlAT10N CONTRACTOR 15 TO SFAL/CAULK ALL SHUTER COMPONENT EDGES WWCH REMNN N CONTINUOUS
<br />FROM FILE INSIDE OF STRUCTURE. CONTACT WITH THE BUILDING IO PREVENT WIND/RAIN INTRUSION CAITIFF AND SEAL SHUTTER TRACKS ALI. MOUNT) FUU
<br />3. SERIES 1000 flIS7ALLATLON IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN AST ilAPON 5 RE'OLFRED ': at LFN,•`H
<br />pERFORMED FROM THE INSIDE OF STRUCTURE 13 STORM PANEL INSTALLATION SHALL COMPLY WUH SPECS INDICATED IN THIS DRAWNG rLVS MY bMILUINI; AND ZON.NG
<br />REGULATIONS PROVIDED Elf THE JURISDICTION WHERE PERMIT IS APPLIED T0.
<br />I 4. SERIES 2000 INS)ALLAtION IS AP°LICABLE 70 SINGLE AND DOUBLE HUNG MD IiORQUk'A: 51_UFRS STYLE WHNLN:gNS WHEN
<br />INSTALLATION 'S REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE 14 ATRIUM WINDOWS AND DOOR`", INC. E - 4' HANG STORM PANEL SrSTc_A'° IS POVIIENT PENOM
<br />I 5. ALL ALUMINUM EAIRUSFDNS TO BE 6063-t6 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) `I (a) THIS PRODUCT EVALIMTIIN DOCUMENT (PE D.) PRE OARED BY THIS ENGINEER IS GENERIC MU DOES NOT PROVIDE
<br />INFORMATION FOR A SITE SPECIFIC. PROJECT; ; E WHERE THE SITE CONDITIONS DEVIATE FROM 'HE PE.O
<br />6. ALL ALUMINUM SHEET METAL USED A" CLOSURES SHALT. HAVE 31n5-H14 ALLOY
<br />(b) CONTRACTOR "0 BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTA-LATFDN INCLUDING LIFE SAFETY OF
<br />7 ALL STEEL. SHEET METAL PANELS SHALL HAVE STRUCTURAL OLIALITY STEEL ASTU A-653 GRAD; M Um GALVANIZED STEEL THIS PRODUCT BASED ON TFIS PE.D PRCMDEO HIF/SHE ODES Nor DEVATE FROM THE CDNCrYON5 DETAILED ON
<br />T7F§IGh TION W/ry- 585 AAi (AFTER ROLLED). THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY,
<br />8 AL, SCREWS T STAINi. S a OR 3 E A L i Ic
<br />EW_ G BC 6 STEEL SD 1 5 SERIES OR CORROSION RESISTANT COAL CARBON Si SEA IN H.. PRODUCT T OS E5 COATED FR] EEL AS E CI tHX/ EYALW ELAN DOCUMENT WILL HF CONSIDERED 1 IF k'7E CD INVALID MOfsrF:E O
<br />SOGTB w/ 50 AA. nElt• STRENGTH MO 90 Lz. 'ENSILE STRENGTH A §FNUL CONPIr W/ FLOgtI.A BV,I.OING CODE SECTION 2411 .3.94
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<br />UST OF THE P-E 0. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P E.G. ENGINEER. SHALL
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<br />ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BU''LDNAG CODE ONE LABEL SHALL BE PULED FOR EVERY Cit"_ NG
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<br />A2) MINIMUM EMBEDMENT OF 1/4'e X 7/8' CALK -IN ANCHORS SHALL BE IS 7/6' INTO CONCRETE NO EMBEDMENT INTO
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