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<br />13' MAX. Wil. 414/17. SA/I& Wits. MAX, I
<br />I MIN, "WITS. ITA111119 & SAW" I' M&I
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<br />(SEE SECTIONS ON SHEETS 17, 10, 19 &
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<br />SCALE '10 vp
<br />SECTION A —A
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<br />DESIGN PRESS6 L (ft.)
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<br />INEALIAMN DMILS EQR 9?119N #2 EQR UEE _5AFETY_ STORM PANEL SYM INffAU.Aj19N DETAILS FOR OeI10 J2 IFOR LIFE SAFM STORM PANEL JY_�TEM GENJERK MM- VAUD F_-Z HM MRILEND-MMU
<br />INTO EXISM WOD SIRUCTURES
<br />199 EXISTING WOD $IRV919M I E-2 HANG STORM PANEL SHO" ON THSIPRODUCT EVALUATION DOCUMENT jf`,�&) HAS BEEN VERIFIED MR COMPLIANCE IN ELI) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PAINELMAItE FEMALE %I & amaxATE PLUS INTO CONCRETE C=
<br />I ACCOR NO 13LOCK SHALL BE 1 V"'
<br />—DA
<br />OMN "NO LOAD$ St IDUSME AS PER SMILGILL 1620OF THE ABOVE MENTONtO War, 8.2) MTNMUV EMBEDMENT OF /410 X 7/e CNUK-IN ANCHORS SHALL BE IS 7/a' WTO CONCREM
<br />A MINED ENT 040 ANY FINISH MATERIAL SHALL BE P YFTED�
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<br />I THE U 11EMV NO EMSEOM mm
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<br />THESE STILL
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<br />TAPCON 0 fi* olc� DESIGN PRESSURE R410M INDICATED ON SHMS 26. En"m 3/e INTO Am"".
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<br />'4
<br />I % ITS
<br />�=ATIDN AT WOOD HEAD" WAVER TO COMPARE THESE R/ IW. (A.SO) OCSLGMF`1,1%SSURE RATINGS INDIMED ON SHEETS 25 & 26- ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAN STRUCTURE SEHINILD .1004 PANELS. ANCA00CE
<br />N AT WON
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<br />SHIM.L BE AS MENTIONED IN GA) AND IN 9.2), m Cn
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<br />2' 0/4' OVORWILED IN
<br />xv P, ESS FOR WIND U00S WAS JIM USED TIN NEW ANALYSIS. FASTENERS SPACING TO WCOU HAS KEN 'm ><
<br />1. n-1 1/4, t/4' ACCOROLANCE WITH NMS. 2015� (C) AN FICA 1= &�L_
<br />% gONS TIONS OF THE ANCHOR'S o-
<br />BE INSTALLED FOLLOWING ALL OF THE RECOMMENCLAMONS AND SPECI
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<br />WOOD HEAM_ WOOD HEADER STORM PANEL
<br />REQUIRED THE ABOVE MENTIONED CODE AS PER FERESWTION TESTING LABMTORY. INC. REPORT 1 2032, AS PROTOCOLS TAS-201, 11 FT SHALL K THE RESPONSIBILITY OF THE COWMMOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER CU
<br />Mt,
<br />(2 TAS-202 AND TAS-203 IS TO BE ATTACHED, TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATw-IEO TO CONCRETE. OLD" C"I
<br />CON7. If cu
<br />I CONI. Z THIS SYMM HAS SEEN DESIGNED TO BE FAWALLE0 ON THE OUTSIDE Or THE OPENING ACCESSING It OPENING FROM THE OR WOOD FRAME BUILDINGS,
<br />INSIDE W/O THE USE OF A LADOER OR UFT, THIS APPLICATION IS VAUD WHEN INVACIAMN IS INTENDED to BE PERFORMED 12. THE P&TALI-ATION CC40RV-M IS TO SEAL/CAULK AM SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS
<br />T E
<br />FROM THE INSIDE OF STRUCTURE, CONTACT WITH THE RUUNNO TO PREVENT WINCU'RAIN INTRUSION CMAX ANO SM SHUTTER TRACKS ALL AROMO FULL
<br />EXISVIA; Wk. 20"aft
<br />LENGTH, C*
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<br />04 SHW Lei
<br />LENGTH U-M It* ism impm ism KILLFORMED FROM THE INSIDE Or STRUCTURE, I I STORM, PANEL INSTALLATION SHALL COMPLY WITH SPECS INDECATED IN THIS DRAW= PLUS A10 OUILDINC AND IONINA;
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<br />emunt) REGULATIONS PROVIDED BY THE JURISMION WHERE PERMIT IS APPLIED TO,
<br />1 BELOW) PANEL LE H GLASS 03
<br />4. SERIES 2000 INSTALLATION IS APPUCLIBLE 10 SPIGLE AND DOUBLE HUNG AND HORROWAL $LCM STYLE WINOM WHEN
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<br />------ 6. ALL ALUMINUM EXTRUSIONS TO BE 00153-TS ALLOY A1,0 TEMPER, (UNLESS OTHERWISE NOTED) is. (q) nos PRODUCT tVALLATION DOCUMENT (P,E.D,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PlItOVIDE
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<br />PONSIBLE FOR THE S010710N. PURCHASE AND INSTALLATION !INCLUDING LIFE S*TrV OF to
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<br />(b) CONTRACTOR TO BE R
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<br />-7 'L - 50010 Wf So LAI )PELD 1WENOTL4 AND 90 Inif TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA OUALONIG CODE SECTION 2411.3.3,4
<br />(d) SITE SPECIFIC PROJECTS &VILL OE PREPARED By A FLORIDA REIGISTERM ENGINEER OR ARCHITECT WHICH WILL
<br />_0 4. BOLTS TO HE ASTM A-307 GALVANIZED STM, OR AISI "4 SERIES VAINUESS STEEL WITH 39 40, MINIMUM YIELD ST BECOME THE 04WOR OF RECORD (E�O.R) FOR THE PROJECT AND WHO WILL BE AIMPO ME FOR THE
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<br />DATE AND ORDIM SEAL AND SIOMTURE OF 14 PROFESSIONAL ENGINEER Or
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<br />_71rft313r Wtic No -7/ir-3/32 NUT ACCORDANCE WITH SECTION 1702.9�3 OF FLORIDA INALDING CODE, ONE 6VEL SHALL BE PLACED FOR EVERY OPENING.
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<br />]LATION WALL MON"NG 1 FLOOR. AM"M SHALL BE LONG ENOUOH'10 REACH THE MAIN STRUCTURE 90IND SLM" FAWLS� AN ORA SHALL
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<br />WAG" PANFJ SAEM
<br />NOTES, SCALE 3/A*.T' SCALE Ile-1
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<br />e= 1100M. or_ him- f 44167 1 1 Fp. TIP,
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<br />2. I'm NEW *000 fp W-MMM TO BE SOUTHERN — PRODUM (f...2071 P.S.L)
<br />LAME CONSTRUCTION, OR COUAL. UP TO +$5�5. -72.0 PSF AND PANELS LMTH Up 70 W--r GLOBAL PROT 0/20"
<br />or/*12M ECT10N PROMICM LLC GLOBAL PROMMM PRODUCTS. LLC.
<br />TE JIM IL FOR NEW WOOD FRAME CONSTRU07ift WOOD MEMBERS TO BE SOUTHERN 11L1F.00##1HC.\ mt. 11LIECOm-
<br />FINE NO. 4 W/ SPECIFIC DENSITY OF 0 PRODUCM MC.
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<br />CQMPONENIS EQR SERIES 2000 & JQQQ E=Z.HAt1Q STORM PANEU
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<br />(EFFECTIVE W1VM-------------------
<br />_1_� 5150-01
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<br />EITHER OF TWO It END PANELS ARE 0 &m. Rivym. T STOP
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<br />PROVIDED Alr TOP OF P MT
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