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<br />NOTES., .-� \)M
<br />.. OCEN "..- - FLORIDA BUILDING CODE LNon fth Veloqty cane Zone)
<br />NQv_yjQ&1 � i 1, INSTALLATION ARE ONLY VALID FOR MAX� A,S,C, 1 f No. 44167 " C"" 1101140. He- !Ift F.P,
<br />DESIGN PRESSURE RAIING (PAJ) AND PANEL LENGTHS ztk� . I = 24 UGE GALVANIZED STEEL STORM PANEL MMIN st,
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<br />�. TATEO -- - . *E - 07/27/UW
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<br />COMBINED IN ANY WAY TO SUIT ANY �
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<br />INSTALLATION. - I * . .-�T�. - - 4m LIS. 51 STREET
<br />2� FOR NEW WOOD FRAME CONMUCTION: WOOD �7-_sv �L_ n 9'. MWI_ P "I" 20-175
<br />MEMBERS TO BE !7ERN,PJNE No Z W/ SPECIFIC vl-� pq�_, .� (.)U�15,15� tAk ot!MNS�M?
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<br />L4. HAS BEEN VERIFIED FOR C IN ACCORDANCE ' C ..... . 0 .". SUILDEX, INC
<br />"A"' TIPCOI` ANCH=
<br />BE INSTALLED AT HIGH -
<br />" THE 2OZO (7th EDITOR) OF T"r FLORIDA WILCMG COM THIS STORM PANEL WALL NOT 0 I.- III P.. 1=11ANELMAlot' ft'MS ANC40R% AS MANUFACTUREP BY = COWIRUCTION PRODUM.
<br />I
<br />I
<br />DMOR I . - I 14 I, 51W WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCREW. SOLT III SPECIALTY GO,
<br />SPEW AS RE IRED BY
<br />90-14.0, USING ASCE 7-15 AAND SK�4ULL NO THE MAXIMUM CXS-D.) DES" PRESSURE RATINGS ENDOATED ON SHEM C 1) MNWUW THREADED PENETRATION IWO WOOD OF TAKON ANCHORS SHALI BE 1 3/2- AM 2- FOR ELCO PANELAMA PLUS
<br />S. 9 THRU 12 & 17, 'a. AND PANELMALE FEVALE A)
<br />IN ORDER to VERAY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOAM OrSE)RIMINEST PER ASCE: 7-10 SMALL BE FIRST
<br />REVJCED TO XSX. DESIGN PRESSURE RATING LW MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THIM W/ W� (A.S D.) C2) MINIMUM THREADED PENEW71014 OF LAI, SCREW� IWO THE W= FRAME UNIT SMALL BE 1 1,12- NO THREADED
<br />MON PRMWRE mytHas INPrA= ON vzm- I 9 THRU i2 * 17. is. PENETRATION INTO STUCCO SMALL BE CONSIDERM AS PAW OF THE REWRED THREADED PENETRATION,
<br />IN ORDER TO VERIFY DHAf ANCHORS ON THFS PZD� AS TMW WM NOT OVPA STRESSED, A 4139 INCREASE IN ALLOWABLE
<br />$TRUS FOR VWNo LOA" " USED fft THEIR APMYStS, FASV41M SPAONG To WOOD HAS BEER DETERMINED W C.11) MINIMUM 0= INSTANCE OF LAU SCRCIVS, INTO WOOD SHALL BE AS W"I'VP 04 THIS DRAWINC
<br />ACCORDANCE WITH N.D.& 201S.
<br />STORM PANEL'S ADEQVACt TOP IMPACT AND V41ND RMSTA14CE HAS BEEN VVIN'trD IN ACCORDANCE WITH SECTION 1509,1�2 OF CA) MINIMUM PENETRATION OF *09�0 BUSHING SHALL SC.516', Ile 0-20 %CMIW5 USED SiOLT. OE 1 1/2" toNc Mimmum
<br />SHE ABOVE MENWNW &= AS PER AMEMCAN TEST LAS OF SoU=RQA F403MS 10014.01-01 AND #0279a2-09. AS SHOULD STUCCO EXIST, AM 11 mmmum MR WALLS WITH No STUCCO,
<br />PER SM 12-09 & ASSN t =-02 STANDARDS, AND AMEMAN I 0 LAS SOUTH FLORIDA REPORT #1123.01-10 AS PER
<br />I a
<br />TA$�_20' AND TAS-204 PROTOCOLS. 00 AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SEL71ON 1604 OF C5) IN CASE THAT PRECAST SRINE, OR PRECAST CONCRE71- PANELS, MCCO OR WOW BOARDS BE FOUND ON THE CASTTRO
<br />FLORIDA BUILDING CODE WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SnR1JMRE BEHIND SUCH PANELS.
<br />ANCHORAGE S�IAUL BE AS MEN11ONED IN C 1), C 2) & CA)
<br />2� ALL ALUMNPM EXtRUSIGMS 10 HE &05�-TES ALUDY AND ItMPER, �UNa'SSDTHERMSt NIYTED)� SEE SHEET 2 (o) ANCHORS SMALL BE smsmum FOLLOWING ALL OF I,* wommmminvos AND smww4mN5 OF w ANcmOR'S MANUFACrum.
<br />3. ALI, ALUMINUM SHEE7 WAT USED AT CLOSURES SMALL RAVE M06--H14 ALUOY 6 PANELS MAY AM BE INSTALLED MORIZONTALLi, FDLL(.MNG INSTALLATION DETAILS SHOWN ON SECTION I T4ROUCA 6 (SHEETS 4
<br />C ALI. STEEL SHEET METAL PANELS 94ALI HAW STRUMRAL OVAUTY 5TELL ASTM A-653 GGRAM W MINIMUM. 0-00 GALVANIZED TVJROUCH 5) DICLFT RRAT MEADE" Q & (D SMAU, NOT BE USED.
<br />STEEL DESIGNAIMN W/FYt= 92.2 k.� (AFTER POLUED). 9, .T SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS or THE STRUCTURE wMESR: SKMER is To BE
<br />5� ALL SCREWS TO St STAINLESS STEEL 304 OP PS INS) SERIES OR CORROSION RESISTANT C*ATTO CARBON STEEL AS PER DIN LTIACMED TO INSURE PROPER ANCHORAGE. M SHUTTER SNAIL ONLY BE ATTACHED TO CONCRETE BLOM OR WOOD fR9W
<br />'S.
<br />IV NO
<br />50016 W/ 50 Wi HEIJ� STRENGTH AND 90 k.i TENSILE STRENGTH AND SKILL COMPLY W/ FLORMAPUILDING CODE SECTION
<br />2411�3.5.4 TO. EACH REGULAR STORM PANC. WITR LENGTHS OVER W� AS PER SECTIONS 1� 4 4, 5, 6 AND AL1rW0VTS IW, 3W & 4W ON
<br />SRUTS 4, 5, & A 7 IRESPEC-MTLYI SHALL HAVE A LECOX ARD READILY YOKE MARKNO IATAUCTIAIC OWNER OR TOW To
<br />6 BUILT$ IT) BE ASTM A AEG SrEE1_ OR MST _V4 SERCS !RWALS$ STEEI, 0,
<br />- - 307 CALVANO! In 36 �sn MINIMUM ,nao STRENOTH SECURE PANTIS WTM APPLICABLE REINFORCEMENT DURING PERIODS OF NURIVANt WARNING
<br />7. ANCHORS 70 WALL IiHALL BE AS FOULQWS� It- THE INZALLATION GO017RACTOR IS TO V-AL/MLX ALL SHUTTER COMPONENT 60sm- WHICH K"N IN CON11NUOUS 0NIACT VAIH
<br />THE OUILDM TO PREVENT WINTI/tIAIN MWRUWN
<br />(A) rj_EUTjNr,_eMRM_CQtC3M
<br />- 1/4!�ft TAPEGH ANCHORS AS MQAtFACtURE0 BY I,T,W. SUILDM INQ (Wm I'-5t02 p..�) 12 STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS THOICATED IN THIS ORANING PLUS ANY BUILDING AND ZONING REGULATIONS
<br />- 114' 6 . 7/41' CALK -Al ANCHORS, AS MANUFACTURED BY CEINALT INC PROVIDED BY SHE JURISDICTION WHERE PERMIT IS APPUEDTO�
<br />- I/**# . .1/4" SCUO-SIFT ANCRORS� AS DISTRIBUTED BY Act, POINT nCPFW� SOCT A SPEOALTY CO
<br />(Mif, F.-Joug V,s�i,) 14, (a) THIS PRODUCT COLUATION OOrLMtW (P.U.) POEPARED Of THIS V46NUR 45 GENERIC AND DOES VOT PAWOE MFORMAT04
<br />I
<br />- #14-10 PANEJWTE POKE to & PAMELMAE PLUS ANCHOP$, AS MANUrACIURED Of LUGO CONSTRUCTION PRODUCTS� FOR A SITE 8 .PLCJF)C PROJECt, ,,Z WHERE I,< SITE CONOTIONS DEMATE FROM THE PC D
<br />.
<br />- 'I�V# ZAMAC NAILM ANCHORS, AS &ANNUFACTURED BY OLWALI. INC. (b) CONTRACTOR TO M RESPONSIBLE FOR THE 5EL4CRON, PORCK&SE AND INVOLLAACM WCwuQC LIFE Swm OF TN,m PRODUCT
<br />.11 MINIMUM ]EMBEDMENT OF TAPCON ANCHORS ;KID POURED CONCRETE SHALL BE 1 314*j 2* Fop ELL0 PARELMATE AND S#,�40 ON THM PE.D. PROFADE,j HE/SHE DOES NOT DEIIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENt
<br />CONSIORUCTION SAFETY AT SITE CS THE CONTRACTIOR'S RESPONSOUrl
<br />I
<br />I -3/4- FOR ZAVAC NVON ANCHORS.
<br />(C) THIS PROIXICt EVALUATION DOCUMENT` IMUL BE CONSIDERED MAUD IF MODIRED
<br />A,2) CAUK,1N & SOUD-StT ANCHORS SHALL BE EMBEDDED 71e INTO THE POURED CONCRETE NO EMBEDMEW INTO
<br />STUCCO r,MAU_ RE PERIHSTED. 1/0 0-20 SCREWS UStO SHALL BE 1 1/2' LONG MNWUM SHOULD T�;* EXIST, �4) SIM SPMM PROUE13% SMALL, BE PREPARED BY A FLORIDA REGASTERM ENGN�R OR A,9OWTECT WHICH WILL WOVE PIE
<br />AND I' MINIMUM " WALLS WITH NO SWCCO. AND WAY BE HEADED SCREWS OR ALL THREADED $EMIE1*. W10 NEW, ENGINSM OF RECORD (E 0 R THE PROJECT` ANSI WHO WILL FE RESMSPBLE FOR T14E
<br />mq WISH VANC MUM PROPER USE OF THE P E,6`Lj,NfG*WEFR OF RECORD, ACTING AS A OEttGATO tNO�NEFR TO THE
<br />P.E.a ENGINEER, SHALL SURMR -to THiS LATTER THE SITE SPECJFIC DRAWINGS FOR REVIEW�
<br />A.3) IN CASE THAT PfIECAST STORE. PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON SHE
<br />EASTINC WALL OR ROM ANCKORS SHmi BE LOW, ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS (t) THIS PX_0� 5HALL " THE DAT�- AND ORIGINAL $LAL AW SIGNATURE OP THE PROFESSOR&
<br />. ANCHORAGE WALL BE AS MENTIONED IN A I) AND IN &2), ENGINEER OF RECORD THAT PREPARED IT
<br />(a) M_pwm_QQbKftE1L_w-Q""_&wLr__"! 16, SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A fSWIL't VISIBLE LOCATOR AT STORM
<br />PANEL SALMOT IN ACCORDANCE WITH SECTION 1709 9.2 OF FLORIDA BUILDING CODE ONE LABEL
<br />- f/4" 0 TAPOON ANCHM AS MANUFACTURED BY I 1, W, RVIU)RX� INC� MR EVERY OPENINC, LAMELINO to COMPLY WITH SECTION 1709,913 OF T"t
<br />- qe 0 1 I/$' EALK-114 ANCHOR% AS, MANUF,ACTUREO W MWALT, INC no ."%up=01; CODE,
<br />- 1/4'0 X Z/4' S",--%l ANCHORS, AS DISTRISOMD BY All, POWT SCREW. S"T a SPECIALTY CO
<br />- #14-10 PANEEMAIt FUVAI FD AND PANa.MATE PLUS ANCHORS, AS MANUFACTURED By LILCO CONSTRUCMIN PN 0,111ft"
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<br />- i/4' 01 2AMAC NAILIN ANCHORS, AS "NUFAMRED BY OEWAVi, INC
<br />... :. .
<br />., _.. � %. FLORIDA BUILDING CODE (Non Hlgh VelocltVy *HWWu
<br />5 1) MIMMUM EMBEDMENT OF TAPWN ANCHORS. ELCO PANEIMATES AND ZAMAC W.UN ANCHOR. INTa THE
<br />Zone)
<br />. cane
<br />BLOCA UNIT S"I BE 1 I/0. . - "
<br />__- : .`WZ'I 11num, W, 'A.
<br />9�0 � -" %,44 7 ". I 24 GAGE G4VANIZED STEEL STORM PANEL
<br />CALM -IN & Wk,D-SET ANCHORS SHAU. RE EMBEDDED 718' INTO THE CONCRETE BLOCIT UNIT� I I W;
<br />STU= SHALL BE PERMITTED, 1/4' 0-20 SCREWS USED SHALL BE � t/2- LIONG MINIMUM SH%100*0000EXIST, * -, =;�\ - - -
<br />AND 1* MINIMUM TOP WALLS WIN NO STUCCO, . <�b��s �____ "/V/2m
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<br />1, INSTALLATION ARE ONLY VAUD FOR MAX, A_S�D. g ; . I FLORIII A BUILDING CODE (Non High Veloccity, Hot, cianSi Zone)
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