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<br />I F-Z HANO STORM, p"NE" PRODUCT EVAUATION owul" (P'E,O') HAS SEEN VERIFIED FOR COMPLIANCE 114 e 4) MINIMUM SADJEDMENT OF TAMON ANCON5 AND PANaWlE fEtIALE (D & PANCLAIAIE PLUS INTO CONCRETE
<br />ACCORDANCE WITH THE lorl"Ir"I"Im" X-1-S) ,a- THE FLORIDA aumfgd CODE, BLOCA ,SHALL BE 1 1/4'.
<br />OESKTN WIND MAM $KAU BE DETERMINED AS PER SECTION %e20 OPTHE ABOVE MENTIONED COM EL2) MINIMUM EMBEDMENT 0, I e4,-# Y ?,/*' CALK-414 ANICHM $HAU, BE 15 ?/$- INTD �O NORM-
<br />FOR A WND SPEED AS RfOUJM BY ME JUIRSMCDON WHCRE IHM SHLITIENS WILL
<br />V.WALE1,1 AND) NO EMBEDMENT INTO ANY FINISO MATERIAL $HAUL BE PERNTIM
<br />MR A OREMOKAUTY FACTOR 90-0,e5� US" kE ,O'E 7-1 0 AND, SMALL NOT EXCEED �A, 1/4 0-?,Q St- SIDEWALK BOLTS USED SHALL BE LORD tNOVION(SWOULD ANY FIRSHI VATETAAL El" TO
<br />VESM PRESSM RATINGS INDICATED ON SHUTS 2S AT 26, ENGAGE 31e INTO ANCHOR$.
<br />IN ORDER TO VERIFY Pa ABOVE CONVITIOk ULTIMATE DESKIN WIND LOANS MIMMINED PER ASCE 7-16
<br />SHALL BE FIRST REDUCED TO 4%0, DES" WIND LOADS, BY MU HE - -R CURB ON INEEXIST 0 WALL,
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<br />, , LYWLTIND T' At BY 0A L!, ORD., TO IS,)) IN CASE THAT PRECAST STONE, 0 PRECAST COKRETE PANELS BE f IN
<br />TO COMPARE THESE W/ MAX. (A,S,D) OMON PRESSURE RATINGS IWWM ON SHEETS 25 & 26� ANCHORS SHALL at LO14 ZNOUGH TO WIC'" 'HE MAIN STRUCIVRE WHINE, SUCH PARELS AWJ40RW
<br />SHAU BE As vwlcwm IN a. I) AND IN s'2)-
<br />94 ORDER TO VERIFY THAI COMPONENTS AND AKW-WS 09 T' HIS P,V& AS TESTED WERE NOT OVER STRESSED, 4 = INCREASE
<br />IN ALLOWABLE SYMMS FOR WIND LOAM WAS Va USED IN THEIR ARALMS, FASTENERS SFACINQ M WOW HAS BEEN
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<br />OETERM1141) IN AOCCROMCE WITH fCRS. 2015, (C) ANCHORS SHALL, BE INSIALLED FOLLOWINC Ail OF THE RECOMMENDATIONS AND SPEUIFICATIONS OF TK ANCHOW,S
<br />STORM PNNWS -ATTEOLACY FOR 104PACT 4W FATIOLIC RMISTANCE LIKE BEEN VORRED IN ACCORDANCE WK SECTION 1626 OF klANUFACTTTRER�
<br />THE AROVEMENTIONED CODE AS PER FEN[ESTOC17011 TESTINq LAAIMTQAY� INC REPORT f 203t, AS PROTOCOLS YkI-201, I[I FIT SIIAU, BE THE RESPONSIBILITY OF THE CONDIACTOR TO VERIFY THE SOUNDNESS COP 744t STRUCTURC WHERE SIAPTER
<br />TAS-702 AND TAS-201 IS TO RE ATTACHED TO INSORE PROPER ANCHOPAITE, TPUS SHUTTER SWIL ONLY BE ATtACHM TO CONCRETE, BLOOK
<br />Z -041S. SYSIM RAS 9M DMIONED TO BE INSTALLED ON THE OUTSIDE OF TIM OPEWITNTS ACCESSINO IVE OPERNO PROM THE OR WOOD FRAME sukowcs�
<br />INSIDE OF A LADDER OR LOT, THISS APPLICATION JS VAUD WHEN INSTALLATION IS INITENDED TO BE PERFORMED 12- THE INVA44ATON CONTRACTOR IS 10 SEN-/MIX ALL SLIVIFIlLk MUTOMENT EDOES WHI" REMAIN 04 CONTINUOUS
<br />FROM 110.�wlslll� STRUCTURE, CONIAV WITH THE 811110NO 10 PREVENT WAN10/11" WTW"- CAULK AND SEA, I011ITTER TRACK'S ALL AROUND FULL
<br />J� SONfS 1000 JAWALLAMN IS APPLIVAITFE TO SINGLE, AND DCU%* HUM4 STYLE WINDOM OEM INSTALLAMON a RMURED $O BE LE?X;Ttt1
<br />PERFORMED FROM THE INSIDE OF smucftxtf-� U STORM PANEL INSTALLATION -94AU- COMSIty WT9f SPECS MKITO INAMING PLUS ANY WILDWO AND IONINCi
<br />A. SERIES 200IT NSIAULATION 19 APPLOOLE TO SOIDLE AND DOUSLt RLINO AND 4ORVOW& SLUERS STYLE WINDOWS WHEN REGULATIONS PROVIDED Or THE JUATMVION *41W PERMIT 11 NWIV
<br />I INSTALIANON IS ATIOURED TO BV PERFORMED FROM THE W= of STNUCTURF 14 ATWUM WINDOWS AND DOORS. ft, E - 2 HAND STORM PANEL SYSTEM- IS PAWNY PbONO
<br />5� ALL ALUMINAM SGRUSIONS, TO TIE ADS&-16 ALLOY AND TEMPER. IONLETTS OTHERWISE: NOTED) 15- III) THIS P40DUCT tVA"ITATION DOCUM D-) PREPARED fir ,-In 04WMP IS GENERIC, AND DOES HOT PROVIDE
<br />l4FOR40" FOR A SNFLSPECIrKn?&,CTT i,,t, WREM THE SHE CONDITIONS DEVKIE Facu, THE P�C,C,
<br />C ALL ALLAOWM SHEET WAI, USED At CLOSUAVS SHALL ilAVE 3105-HIA ALLOY,
<br />� �W, CONTRACTOR TO BE RIMPONSIBL4FOR THE SULOCTION, PUROEISE AND INSTALLATION PICLUDING LIFE SAFETY OF
<br />7� All STEEL SHEET METAL PANELS &'Wil HAVE STRUCTURAL DUALITY STEFL� ASIM A-453 BRACE 50 Ann,, O&YAMULT STEEL THIS PRODUCT BASED ON'TNIS PIED, PROVIDED HE/S�RE DOES NOT MWTE FROM THE CONDITIONS %T,ALE:fj ON
<br />CESXAATACq W/r-Y- U'S kgi 49M TNKAED)L THIS DOCUMENT, =ISTRUCTIOU SAFM A3 SITE fSTHB CO"Tekm*`S RtSPONSOUTY.
<br />8, ALL SCREWS TO W STAINLESS STM 304 OR ,IT(, AISA SERIES 09 O(MOVION RESISTANT COATEle CARRON STEEL AS PER ON (�) THIS PRODUCT EVkDATION DOCUK141''M11 ft CONSIDERED MAUD IF MOCIFORD,
<br />SOOle ef 50 "i YIELD STRENGTH A140 90 tm� TENSILE STRENODII & Sliki, COMMY W/ FLORIDA OUILDINO CODE SECTIOTH, 24I IZ�34
<br />(11) SITE SPECIFIC PROJECTS SHALL Or PAEPARTO ON A FLORIDA 5EMSTILRED CNIGMSER OR ARCittMCT twtcm WILL
<br />9� BOLTS TO BE ASIR A -VT MMANIZED SFEJLL� Off ATM 304 SERIES STAINLESS, STEEL, W,T,i 39 kii MINIMUM MD STREM7K 9ECOME -,I& ENCINEER OF RECORD (r4C,R) FOR IKE PMECT AND W"O WILL BE RESTIONISIBLE FOR THE PROM
<br />RE& ENGINEER OF RECO510, ACTING AS A DELECATED, ENGINEER TO TWE f`,t�O. ENONMR, SHALL
<br />M ANCROAS TO WALL SHALL BE AS FOLLOWS', SURUD' TO I'll* TAYIElk TIR SITE SPECIFIC DRAMOINDS FOR ,"EW,
<br />(A) M-EXI 3-t EI-PO m� -0hom, (-) rNM P1,0, SHALL BEAR THE DATE AND ORKINAL SM AND SIGNATURE OF THE PPCM%ONAL EARINEER 0,
<br />- Ijef TAPMN ANCHORSF AS MANUPACTURE0 By I-TM� BVILOM INC, (Ulk f'c�3192 J'cl,) RECORD TIVIT PREPARED ft
<br />- I/4�' V 9 I/W CALK-IR ANCHORSj AS� MANUFACTURED BY OSWALT INC, (WN, 1`�3006 &m,Q TO- STORM PANEL MANUFArTLINER'S LABEL SHALL BE LOCATED ON A MEADLY VISRILS LOCATION A,Y STORM FAAEL IN
<br />- 014 - 40 PANELMAX FEMAit fD & PANELUATE PLUS ANCROAS, #5 MANUFACIML SY ILLCO CONSTRUCTION PRODUCM
<br />ACCORIANCE IMTHIT SECTION 170ILS.3 OF FLORIDA BUILDING CODE, 04E LABEL SHALL BE PLACED FOR M4Y Opeena,
<br />(f'--3S50 P-0 'TO
<br />LABELING COMPLY W[M SECTION 1"4,91 OF THE FLORIDA SUILDsNO COM
<br />AJ) MINIVOM EMBETMENT OF TAPOON ANCHORS TNTD POURED CONCRETE 514AU a I Z�/4� AND 2- MR PARELMATE
<br />FEMi" tD It RANELUATC ALL'-
<br />A2) MINIMUM EMOMM04T 0 *0 V 7/6' CA(R-IN ANCKITS, SHALL BE IS 7/jr INTO CONCRETE, W EMBEDMENT INTO
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<br />ANY FINISH MATEPK PERMITTED,
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<br />1/4� 0-20 BE SIDEWALK SOLIS USED SKALL Bt- IONC, 9*UUH(SHWLU ANY PINM4 MATERIAL EXIST) TO rhir,AU 3/4'
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<br />ANCHORS SHALL % LONG EMOLION TO RZAC4 THE MAIN STRUCTURE SEnift S11114 PANELS, ANC"ORADC SHALL, j';q.---'ZkEN--
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