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<br />ACCORDANCE wpi THE mo (IRK wqjON) OF THE momak BUILDING com BLOCK SHALL a 1 4�14-�
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<br />FOR A DIRMNONAUTV FACM Q-0-85, QVING AM 7- a.) 1/4' 0-IN) S$ SCRUMILK BOLTS UW_O SHALL BE LORD CNQUGwt�HOULO ANY FM--* MATEAIAL EXIST) TO
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<br />IN ORDER TO VERWY THE ABOVE CONQTLON� U49MATE DESIGN WIND WADS DETERWASO PER AS" �-Ifi
<br />SHALL OF MIST RODUCED TO &!SO� DESIGN WIRO WADS 13Y MUL"nPLYING THE EU BY 0.6 IN ORDER TO S-1) IN CASE THAT PRECAST =ME:, OR PRECAST CONMETE PANELS SE FOUND ON THE EXISTING WALL
<br />TO COMPARE NESE W1 IKM QkSI)) 0.5" PRESSURE MIRICS INDICIoED ON SHEETS ZE & 26. ANCHOR$ SHALL BE LONG ENOUGH TO WON THE- MAIN MUCTORE SJEHINI� SUCH PALPIELS ANCHORAGE
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<br />IN ORDER 10 VERIP! THAT COMPONENTS AND ANCOM ON THIS PXU. AS TESTOD NOTE NOT DVER STRESSED, A S� INCREASE
<br />IN ALLOWABLE STRESS MR, MAND LEADS WAS SM USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOW HAS SEEN
<br />DETERMNED IN ACCORDANCE WITH KC,3� 2015, (C� ANCHOR$ SHALL BE INSTALLED POILOINING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THC ANCHOWS
<br />MAM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN NIMAPIED IN ACCORDANCE oM SECTION 1626 OF MA,RUFACTHRETE
<br />THE ABOVE MENTIONED CODE AS PER PEAC50RCION TESTING LABORATORY, INC, REPORT # 202� AS PROTOCOLS TAS-201, 17 IT SHALL RE ME RCSFOWDENUffir OF THE CONTRACTOR TO 'VERT" THE SOUNDNESS OF THE SFRUCTURE "ERF SHLI TV
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<br />1 ThtS SYSTEM HAS AM DESIGNED TO Dt tAWALLED ON THE 04ISM OF THE OPEN94 ACCESSIND TK OPENING FROM TME DR WOM FRAME SUILDINCS,
<br />INSIDE W/O -THE USE OF A "ODER OR LIM INS APPLICKNON IS V" WHEN INSTALAIGION IS (MMSM TO BE PERFORMED 111. THE PiTTALLAITION CONTRACTOR IS TO SM/441tu, ALL SHurrm CwKwNT Mam WHICH REMAIN 0 CONTINUOUS
<br />rRom THE INSIDE Or STRVCALRE� CONTACT wrret INT aLkPINIT 10 PREVENT WwO/pjmN INTRUSION, CAULK AND SEAL SHUTTER TRACKS ALI AROUBID PJLL
<br />1 SERIES IBM INSTAWATON 0 APPLICASLE TO SJNOI,� AND POUSIX RUNO STYLE "MOO" WN04 INSTALLATION IS REQUIRED NQ SE -IN&TH, I
<br />PERMRMM FROM THE INSTDC or SNNICIIAI� IA, STORM PANEL I'MSTAILLkILON -94ALL COMPLY WITI, SPECS INDICATED IN THIS VWtAO PLUS AW BUILDING AND 'ZOWI144
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<br />REGULATMS PRO'LoIDW BY THE .AIRESDIVION WHM PrRART IS APPLIED TO,
<br />c SWES mo INSTALL6FOR is Appmaw-C To SR40LF AMID OCRHAZ HUMO AND LLORIGNINTAI, SLTDM,$ STYLE W0000 WHEN
<br />INSTALLATION a ACOUIAM To HE FMIORM90 MOM THE INSIDE OF STRUCTURJE I4 AUNUM WINDOWS AND DOM, INC. f - Z KV40 STORM PANEL SYSTEM" IS PATENT PEMDM�
<br />- 15, to) THIS MOM VI&LOITION DOCUMENT (RE,D,) PREPARED BY THIS ENGINEER IS C IMC DOES NOT PROVIDE
<br />- ALL ALUMINUM ErNuSR)NS To K EG41-TO ALLOY NO IEMPM- fuNLESs oTmERWr.0 MOTEE) 0 AND
<br />INFORBLATION FOR A $ITE SPECIFIC P90JEC', L4� WHERE THE SPITE CONDITIONS DE041E FROM THE P_F_D.
<br />6, ALL ALUMINUM BMW METAL USED 0 CXOSURES SHAL, IMNIE 310S-HI4 &LOY,
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<br />OMONATION W/Fy_ 5&$ "I (Arm ROLIECI� THIS DOCUMENT CONSTRUCTION SAFETY AT SHE IS. THE CONTRACTOR'S PESPONSIBUTY.
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<br />50318 IN/ 50 IK IELO STRENGTH #40 90 ke, TENSILE STREMRqMIN�4 III COMPLY W/ FLORTA, WILDING, CODE SECTION Z4IT,3Z_4
<br />(d) SFM SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA "CLIRIM ED ENGINEER OR ARCHITECT AMICK WILL
<br />9, BOLTS TO at AM A-307 BALVANIZED STEEL, OR ASSI X4 SERIES STAINLESS STEEL, WITH '-IS 4II0 VOINIUM Yfw SMENGIM. BECOME THE ENGINEER OF RECORD g,O,k) FOR THE PR(MECT AND "O WILL BE RESPONSIBLE FOR THE PROPER
<br />Um or THE P.E,D. t - TLWG AS A DELECAFM ENGINEER TO W, PE,V, ENGINEER, SMALL
<br />M ANCHOft TO WALL SHALL BE AS MuQWS� SUBMIT To THIS CATICR THE 5RE7 ,SPECIFIC ORWO,XIS FOR RMEW
<br />(4) m-mmusa-mam-mam
<br />(-) THIS PE.Dr SHALL BEAR THE DATZ AND ORIGINAL SEAL AND SIGNATURE Of YHE PROMMONIAL ENGINEER OF
<br />- t/4`0 TAPCON ANCHORS AS MANUFACTURED BY ITW, 9VILOCK., INC� �MIIIL Pb-41102 P,tc) RECORD THAT PREPARED 4,
<br />- 1/4' 0 X 7/1` CALK -IN ANCHORS, AS MANUFACTURED BY DONALT INC, IMIN, I't-10% p,,I) 16, , ",AM PANEL MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY *SiBLE LOCATION AT STORM PANEL N
<br />- #i4-IO PAMMMATZ FEMALE to t PANUMAXII PWS AIRCHM� AS MANUFACTUALE-0 BY EtCO CON'StRuCTIo" PROCUQS. ACCORDANCE WITH SECTION 174BB-3 OF FLORIDA BUILDING CODE, (WE AAM SHALL BE PLACED MR M,RY OPENING.
<br />(f'4�34w P-01) LABELING TO COMPLY WITH SECTION 1109,9,2 OF THE FLORIDA BURDHO COM
<br />ki) MINIMUM EMBEDMENT OF TAPMN ANCHORS INTO POUREG CONCRETE SHAU, Et 1 3/4" AND e FOR PANELM0,TE
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<br />0) MINIMUM PATEDMENIT' OF T/4'k V 7/8' tkg-?N ANCHORS ISMAILI. BE 15 7/9" INTO CGNCRSn:. NO EMBEDMENT INTO
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