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<br />WMA. ANGOORS, SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BENNO SUCH PANELS.
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<br />(0) MCHOAS "U 11 INSTALLED FOLLOWING ALL Of lK 1111001,11140"TIONTS MO SPITICIF"T"S OF THE ANCHOR'S M&WFAC�
<br />ALL ALUMINUM SHEET METAL USIND AT CLOSURES SHAILL MOVIE 3105-MI4 ALLOY.
<br />0 PANELS MAY ALSO K PWAIULEO HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHFrrS 4
<br />4. ALL STEEL SWEET WEIAL PANELS SMALL HAVE STANICTUM OUALrrf 111100- ASTIA "53 GRADE 80 MINIMUM, 0-80 GALVAIN ZED
<br />THROUGH 5) UCEP1 THAT NEWASO Or 3 SMALL NOT RE USED.
<br />STEEL DEP"YCM W/FY. 02.2 ka (AMR FINCLUID),
<br />0. IT SMALL RE THE RESPONSIRLITY 01 THE CONTRACTOR TO VERIFY 7K SOUNDNESS Or YWK STROCKIRE WHERE SHUTTEA IS TO K
<br />5, ALL SCREW 10 BE STAMM STEEL 306 Olt 314 kill KIM OR CORROSION RMSW C(M= CARBON SIM AS PER INN
<br />ATTACHED TO OM111 "" ANCHORAGE, THIS SHLW" POLL ONLY K ATTACHED TO CONCREVIL SLOCK ON WOOD FRAW
<br />IRMINGS.
<br />500111 W1 50 k2l YW SM[MGT4 AND SO ki M43U $11104014 AIV SKAUL COMKV W/ FLORIDA WADING CODE SECTION
<br />24M.31.5.4.
<br />10 EACH WOULAR STORM PANIEL WITH LEND" M SECTIONS 1. 2. 4, 5, G AND ALIEWAIA0 I% 3W A, " ON
<br />SKETS 4, L 6 A. 7 RESPECTIVELY. SHALL HAVE A= AND READILY MKE WARNING 06TRUCING OWNER OR TDONT TO
<br />6 DOLTS TO BE ASTWI A-307 GALVANIZED SITEL Olt AIT 304 SEXES STAMM STEEL WIT" 33 k.1 MINIMUM YIELD 11111DOM
<br />SECURE PANELS WON APKJCWU ROWORCCItW DURING POrocos OF WUNW.OM WARNING
<br />7. ANCHORS 10 WALL SHAL1, K #3 FMOWS:
<br />11. THE INSTALLATION CONTRACTOR IS IQ SEk/CAUK ALL SWMA COMPONENT EMS VIHICH REMAIN IN CONTINUOUS CONIACT WITH
<br />HE VJWM M PRE" WIMO/RMN INTRUSION
<br />1/4-0 TAPCON ANCHORS AS MANUFACTURED By IJN. BUILK0L NC. NIA. OC-3102 P34,)
<br />12, STOON PANEL NSIXAAIVOM SHALL COMPLY WIN SKOS INDICATED 04 THIS ORMONG PLUS ANY OVUM AND ZONW,
<br />1/4' 0 . 7/6' CAIX-IN ANCHORS, AS MANUFACTURED BY OFIALT NC
<br />PROVIDED BY THE AMISOOCTIO" 'WHERE POW 6 APPLU TO.
<br />1/4'0 w 3/4" SOUD-SET ANCHOR& AS DISTRIBUTED BY Au. POINT SORM NOLT St SPECIALTY CO.
<br />13. (9) D11% PRODUCT EVALUATION DOCUMENT (PLO.) PREPAR016 NY Mo ONCINEER IS BOOM AND OM 1= PROMIDE INFORNIAtION
<br />re-Vot "JL)
<br />14-10 PAMEUATI FDA" 0 & PANCLMATI PLUS ANCHORS. AS ~AC"CD By ILCO COMS`oUC"OW PRODUCT&
<br />FOR A $ff SPECIFIC PAWWr. f.s. WHERE THE Sn CONDITIONS DEME FROM THE P40
<br />/4*0 ZkW NO" ANCHORS. 06 MANUFACTURED By Crow. INC,
<br />(b) CONTRACTOOR 10 K "M-COUGILE FOR THE 3MECTION, PURCHASE AND INTIAWION INCILUDING LIFE SAFM 01 TM PAOO=
<br />A 1) WORMUN EMBEDMENT OF IAKICIN 00C.00015 INTO PWIED C*OCWE SMALL OF 1 3/4"; 1' MR ELCO PANUJAM AND
<br />BASED ON THIS P,E.D� PROYMED HE/SHE DOES NOT MWIE FROM THE CONOrnONS WAILED ON THIS DOCUMENT
<br />CONSIMUCTION SAIVY AT SITE is THE Co"TIACIVRIS RESP"OUTT
<br />4 3/4, MR ZANAC NAILIN JINCROKS.
<br />(z) Tft PRODUCT EVALUATION OCCUMEW WILL K OONSIERED IWAUO IF MODIFIED
<br />42) CAUK-44 At SCKXS(1 *C.Wft SHALL K EMBEDDED 7/8* INTO THE POURED CONCRETE NO EMBEDMENT NTO
<br />STLIOC SWALL BE PERMITTED. I/e 0-21) SCREWS USED SHA11 K 1 1/2- LONG W SHOULD I=,
<br />?
<br />(d) SIM SPECIFIC PROJECIS WALL BE PREPARED MY A rLOWJA REGISTERED ENGINEER OR ANIC IECI WHID4 WILL BECOME TK
<br />AND I WNIMUM FOR WALLS WITH NO STUCCO, AND MON RE HEADED SCK" OR ALL T"AMED SCRM W/O HEAD,
<br />V40NEER OF FKCO1iDFjO.R=E RE RESPONSIBLE FOR THE
<br />PROW AND WHO WILL
<br />BUT ill" wtmC form
<br />CaMTED 90NUR 10
<br />PROPER USE OF THE .0 OF KMMX ACTING AS A I
<br />P E.0 ENGINICK SHIALL SUMMIT TO 1*9 LATITO THE SITE SMM W"V4S FOR ftWIF.
<br />I&CASE THAI PRECAST STOW- PRECAST CONCFM PAIMILS PAVEN STUCCO OR MOO SOARDII ff FOM ON TNE
<br />& TK MON STRIUC BEHIND SUCH PANELS
<br />STINC WALL OR FLOM. ANCHORS SHALL K LOW RCU6�i TO i4 Tm
<br />(0) THIS P1.0. 04ALL BEAR INE DATE AND ORIGINAL *A AMP WGRAWK OF THE PROFam"
<br />ANCHORAGE SK4LL BE AS MENTIONED IN KI) AND N JL2).
<br />ENGINEER OF RECORD THAT PREPARED ry
<br />14. SHUT101 ~AMWS LABEL WALL K LOCA11M ON A READILY 'A"U LOCATION AT 51OW
<br />PANEL 94MM IN ACCORDANCE WITH =11ONI 170111.2 Of FLORIDA 8=140 CODE, ONE LABEL
<br />1/4' 0 TAPOON ANCHORS AS MANUFACTURED Of i I W WALM. INC,
<br />94AU BE PLACED MR EVERY OPININC, WINKLING TO COMPLY WITH SECTION 1701141 OF THE
<br />I/e SX. 77/8' CAL11-IN ANCHORS, AS I&AMNACTURID) BY DIFWALT, INC,
<br />"IDA BUILDING COOL
<br />I /4-0 3/0. SOUD-SE, AMCWW AS WMWM BY ALL POINT SCREW. SOLIT A SK04LTY CC
<br />TOT
<br />014-10 AMELM471 Ftm" ID AMC PANILIJI&TIL PLUS ANCHORS, AS MANUFACTURED by FLOO CONSTRUCTION P "to
<br />IIV 0 ?AMAC NUUM ANCHORIL, AS ~ACTIM BY DIEWALT. ftC
<br />9.1) MINALM EMOMENY OF TAPOOR ANCHONS, ELCO PANELMATM AND Z"C NNUN OKRM. WW THE
<br />at % FLORIDA BUILDING CODE (lion 10211 VO" cons zono)l
<br />BLOCK UNIT &M.L. OF 1 1/4". .
<br />I
<br />`
<br />8.2) CALX-IN & SOLO -SET ANCHORS SMALL BE EMKOOEO 112r INTO THE CONCRETE SLOOK UNIT- NO P%k644
<br />7 %
<br />mmo. vc
<br />34 SAGE GALVANIZED Snn STORM PANEL
<br />ro.
<br />DAMON ft
<br />STUCCO SHALL K PIDIUMID. 1/4 0-20 SCREW& USED SWLL BE 0 1/2' LONG MMINUM SHM" nw,
<br />AM I' MINIMUM MR WALLS WIN NO STUML STATE
<br />L
<br />/1111t c 0 �.
<br />GLOW PROTEC" PRODUM uc.
<br />e.3) IN CAU THAT PRECAST STONIL OR PRET" CONCRETE PANELS, STUCCO OR WOOD NAM* RE N
<br />FL UH.
<br />EXISTING *ALI- ANCHORS SNALL BE Low ENI)LIGH TO REACH THE MAIN STWJMUNE K"M 5UCH
<br />AW-4WACE smALL BE AS WNTIONED IN ILO 00 IN IL2) A
<br />Ame, MO, PAM 000110-40417
<br />GROW ft
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<br />INSTALLATION
<br />INTO POURED
<br />DETAILS FOR REGULAR PANEL
<br />CONCRETE OR CONCRETE BUCK
<br />-OWN$ Pau= CONCRETE;
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<br />STRUCTURES
<br />Aroup",
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<br />(SIM SCHEDULE ON
<br />SHESTS 9 rmRoUON 10)
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<br />(Set so"" am
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<br />SHEETS a THROUGH 10) F 4)
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<br />CONCRETE OR
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<br />= .0-
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<br />14% SEPARATION
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<br />ARE :111
<br />USED a w"m
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<br />ANCHORS
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<br />ARE USED.
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<br />no 20")1
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<br />(SEE SCHEDULE ON
<br />SHEET$ 9 10)
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<br />TOP & BOTTOM MOUNTINGIS CAN RE
<br />COMBINED IN AW WAY TO SUrF ANY
<br />I
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<br />um amm W. 24 GM SALVANW Stm am ftin
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<br />TOP III eOTrOM MOUNTINM CAN BE DESIGN PRESSURE PAT04 (PiLf) AND PANEL LENGTHS
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SWEET 3
<br />INSTALLATION. 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMKRS TO BE SOUTHERN PINE No 2. W/ SMIFIC
<br />DENSITY OF 0-ft OR EQUAL-
<br />N.TEMAIE WOOD
<br />(SS S"
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<br />SHEET NO.
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