|
MAX" A&D.
<br />"Emm"am
<br />;-w
<br />MNM,N
<br />APM10
<br />CLASS
<br />OWWOML
<br />.Mo. -75,3
<br />W OR LESS
<br />2 spir
<br />BOLTED
<br />V, 2!. X, I `W�
<br />+06.0. -75�3
<br />WMILOSS
<br />2-1/8.
<br />-17 Ar 4*W
<br />WNGNU`r AT OYIERLAF III AUX OF PANEL ENGTH
<br />RM:A
<br />_I,
<br />MAXIARAJ
<br />A.S.D. DESIGN
<br />MAXIMLIM ANCERM SX&ONG MR F, D. 3 Ilr
<br />*MCA" To
<br />sec"m f
<br />ANY COMBKMM
<br />OF THEM
<br />MAX" PANEL
<br />IAPOONS.
<br />oa-m
<br />RVARMATE FEMALE ID
<br />PANIMMITE PLUS
<br />a commm
<br />TO CCNCRM�
<br />1
<br />70 OONCRM�
<br />TO CONCRETE
<br />am
<br />mmm
<br />70 wxwm
<br />To CO`CRm
<br />RUN
<br />__qgp
<br />K/A
<br />12,
<br />NIA
<br />-
<br />12,
<br />_jwm_
<br />N/A
<br />72-___
<br />N/A
<br />v & v (TOP)
<br />3,*
<br />101
<br />31
<br />S'
<br />41
<br />tr
<br />4'
<br />+66M, -75.3
<br />12"
<br />1.
<br />12"
<br />51
<br />8.
<br />6'
<br />a,
<br />v
<br />70* OR LESS
<br />N/A
<br />MIA
<br />MIA
<br />NIA
<br />N/A
<br />N/A
<br />12 t/21
<br />it'
<br />21 (BOTTOM)
<br />71
<br />N/A
<br />8 1/2'
<br />N/A
<br />N/A
<br />4 1/2'
<br />N/A
<br />3' (TOP)
<br />12,
<br />N/A
<br />Ir
<br />N/A
<br />1/2'
<br />N/A
<br />9 1/2-
<br />N/A
<br />Y (BOTTOM)
<br />12'
<br />NIA
<br />N/A
<br />12*
<br />N/A
<br />Ir j
<br />N/A,
<br />4' (TOP)
<br />12'
<br />2 1/2-
<br />12'
<br />it*
<br />Ir
<br />4' (BOTTOM)
<br />III LW= TO 0&0 Pilil, A.S.D. DESIGN PF43M KNING.
<br />A SIDE SHOET 25 MR ANCHORS TYPE At SPOONS FOR INSTALLATIONS; MM WOOD;
<br />FRW BLILOW
<br />WOOM ANCHOR SMNQ5 AND iWOM DOW OSWCS ARE INDICATED ON THIS
<br />SCHROULL FOR ED. UISS THAN 1113"191) ON SONED" MUCE ANCHOR PAM
<br />By MIA3ftY" MM SHOW ON SCHEOULE BY THE FOULOWIND FACIORS, MR
<br />THIS OPERATION 10 K P"" REDUCIBI VACK WAINED USING FACFOR SMA
<br />NOT K LESS THAN MOUN SPACING INDICKRID FOR CAM ANCHOR TYPIE AT
<br />-Noon U01104).
<br />ANCHOR M
<br />/4�
<br />I~
<br />FEMNLIE 10
<br />I'LLIS
<br />M. Ammm rmm 00
<br />3
<br />3
<br />3
<br />2,12
<br />smodow (1')
<br />Owmm%4
<br />4
<br />3
<br />A
<br />3
<br />3 IIA
<br />II IA
<br />I
<br />AMA FA ow !!Vag
<br />t/e
<br />92,
<br />I
<br />i
<br />+ WAUM AIM DISTANCE BETWEEN BOTTOM OF PANEL I
<br />me 4) TO BE Ilr 1/2"
<br />Mm
<br />++ mewiOu Mm MANDE BETWEEN lwrrw of PAMOL
<br />AND TO BE, 31W
<br />3/16.
<br />mox,
<br />COMPONENTS FOR REGULAR. LIFE SAFETY & E-Z HANG STORM
<br />CSCAUE 1/2-l)
<br />PANEL SMEM5
<br />1L5,125' (TOTAL. WOM)-
<br />(VFECYK W1D"___
<br />CL --$ 1/4, mp,)-
<br />.1ar
<br />-V4'
<br />as. am TINVIED
<br />10 AME 0 6 1/4*
<br />.250
<br />094' Wk TOO
<br />AW
<br />ED
<br />EDGE
<br />04101ANMIED STM
<br />AMM A653 Typ.
<br />24W
<br />�MAOL A
<br />GRADE aD MINIMUM
<br />G_SD Ckv.
<br />44r
<br />--------------------
<br />COD
<br />j- -
<br />STORM PANEL
<br />AMASS SMALL BE INSTALAO ALWAYS
<br />FRW LEFT TO FOGHY W1 I LEO
<br />F2
<br />AT DO AT UEFT SIDE OF AIM
<br />HAI HEADER
<br />ANGLE WITH
<br />PAMEL'S AM LAP
<br />TOP EDGE
<br />FANSL
<br />.3w
<br />F TT 9"m
<br />0,024* (Mkl)
<br />GALVANIZED SIM
<br />H ED,,,--
<br />*,270'
<br />1.407' S.M
<br />-2.250* ISOM[= VIEW,
<br />LA. 4�
<br />OR
<br />ROUNDED CORNIER 0 ENDS OF PANIEVS
<br />END UP W/ HEMMED VGM
<br />I
<br />-�26-
<br />31W
<br />-2.378" (N.T4)
<br />'091"
<br />I (TYP.)
<br />P
<br />Hu WAM
<br />3IOSHl54 ALUM. ALLOY
<br />I
<br />Dorm
<br />Or PANEL
<br />_AT_
<br />ACAUA-1
<br />I I *SEEE SWEET FOR ADDITIONAL
<br />2. 1'24-
<br />Air UNIAMS 16F WEVE WON IS I
<br />IS,. M5' SLEM 2 111
<br />MAYL LENEW
<br />A25' ONLY VALID FOR R&TALLATIONS, 0110
<br />ow.) I WOOD STRUCTURES,
<br />L�103-
<br />-2.50'
<br />-K'
<br />2�000"
<br />t
<br />'U'
<br />.125'
<br />",)1
<br />1.750'
<br />At
<br />REV. HEADER
<br />14MER
<br />.1. Arm. To 5" ma. -I
<br />-2.0--4-
<br />W_
<br />AL&M I" MAL
<br />MGLE
<br />_j
<br />-i TRACK @
<br />PAN 14ANGER
<br />(1 911
<br />.374'
<br />on
<br />12.6-
<br />- 14AN"
<br />%AJ 1/4- WIDO
<br />-10"
<br />(USE MY MR E-Z HANKI $70RIAl PANa
<br />SYSTEM) W43-To ALLOw ALLOY
<br />FLORIDA BUILDING CODE (Mon High Velocity Hu aerie Zone)
<br />0 �2
<br />5-_ (2) MON. 0
<br />t +
<br />Daa�,
<br />rmv ,
<br />am TRIM INC. Rik.
<br />3 24 GAGE MVANIZED SUM STORM PANEL OWAN ft
<br />off
<br />L _1_
<br />L
<br />2w
<br />E C_ GLOBAL
<br />Ild Imt
<br />PROTECTION PRODUCTS. U.C. "VAIL'
<br />41100 S.W. 61 SOW
<br />VAIL Ft. 3331,
<br />@ 8UU..D!_&0 WE!
<br />(9 euiLD-ouT *F* TRAcK @ & (P;I wAsffm mam
<br />IT
<br />-------- d-
<br />WoOm ft
<br />20-175
<br />TRACK AN"E
<br />VAMAC 3 Mi"
<br />P4
<br />F1=6V 4;1'
<br />N
<br />0:0-114
<br />156151PRUMFMov OWMAIT"(111m
<br />,
<br />MR.-
<br />WA
<br />m 111
<br />0 END Of 4D
<br />(SM KWA 1/24 A,
<br />EA.
<br />I wm T* emv)
<br />/1f4UO I
<br />I * I
<br />I MIII!�W44 0
<br />H of A,
<br />Of AT SEINES 2000 m
<br />J�_mlho Mwwwlve
<br />3, 1000
<br />I. INSTALLATIONS ARE ONLY VALID FOR 111111MICII WITH A.&?� !�;M LOAM
<br />LIP TO .66.0. -?U pd AND PANELS LENGTH UP TO 5-10
<br />2. FOR NEW WOOD =IFC=pM WOOD MEAipm TO BE SOtMr.RN
<br />Pox pg.. 2. W/ OF 0,55 OR EQUAL-
<br />11,01. OUR AS
<br />OR AT _&,AT TOP
<br />a',
<br />OR " V 'm ON
<br />low OR =0 WWAUATON TYPE a" PIT
<br />HOPE FOR opmew9mg OF
<br />TOP a 84"
<br />W� K cc
<br />WAY TO
<br />oil
<br />1
<br />MAXIMUM PANEL LENGTH
<br />%+" OR *L-" (ft.) a
<br />MAXIMUM A-S.D.
<br />mmm"
<br />(P.5 (+ w
<br />fj
<br />CONCRETE & WOOD
<br />WALL Amm t
<br />L+
<br />III
<br />20:0
<br />121--e
<br />121-01
<br />290
<br />W-0,
<br />toy
<br />30.0
<br />111-11,
<br />po'-s*
<br />no
<br />10�101
<br />Io*-a,
<br />400
<br />w-f.
<br />#.-4*
<br />410
<br />9,-6,
<br />1 -1.
<br />5"
<br />5SO
<br />r-r
<br />al-W
<br />020
<br />f*_J1
<br />r-r
<br />SOLD
<br />a,-&,
<br />11.1.
<br />70.0
<br />--a,
<br />me
<br />fimv
<br />6�7*
<br />no
<br />10,
<br />61-51
<br />ASO
<br />01-01
<br />6�0,
<br />IOOA
<br />&*-a,
<br />51-W
<br />-
<br />No. 44m
<br />skm=a SHOW POR MAR"
<br />&
<br />D.M.,@,
<br />OW AT EACH
<br />MAXIMUM PANEL LENGTH
<br />L+. OR IL-" (ft.) 0
<br />MAXORN AS.O.
<br />DESIGN
<br />PRESSURE RATING
<br />("11.) (+ . -)
<br />CONCRETE & WOOD
<br />]INSTALLATIONS t
<br />2"
<br />14*-4'
<br />131-0"
<br />24LO
<br />W-10'
<br />7?-r
<br />10'-7-
<br />tv'-W
<br />01-0,
<br />4&0
<br />61-1*
<br />me
<br />8�7'
<br />41'-2'
<br />5!10
<br />ma
<br />8*-o*
<br />a"
<br />7'-s'
<br />;"-2'
<br />1
<br />no
<br />me
<br />?*-o*
<br />at-$'
<br />as*
<br />7-0*
<br />61-3*
<br />-
<br />IWO
<br />W-11
<br />1 5 -10'
<br />10"
<br />Ir-3,
<br />6,-r
<br />to"
<br />5'-4*
<br />Ime
<br />$,-I,
<br />I Ts.0
<br />41-10*
<br />MUMN SEPARATION 70 GLASS SCHMPLE
<br />MAXIMOM
<br />PANEL LENGTH
<br />WIND SPEED 4 170 m4lb
<br />WIND SIPEED > 170 mplw
<br />0.)
<br />RESMAINEI)
<br />UNRESTRAINED
<br />RESIRAWED
<br />30 OR LESS
<br />I.
<br />or
<br />6 1/4-
<br />>33'M 90
<br />1.
<br />7 1/2-
<br />1 1/2'
<br />>00 70 145
<br />7 11r
<br />7 1/2'
<br />-
<br />7 1/2"
<br />Eel
<br />I
<br />101
<br />: . . -
<br />tal
<br />(2)
<br />m
<br />smws a a- DA v/
<br />THRUM POINITRAIM
<br />WOOD HEAom
<br />M".11 SAm
<br />ONO OF
<br />I CEO& IA4 S,
<br />16' mi..
<br />M.
<br />M�4-
<br />GLASS.
<br />EVERY OVERLAP
<br />IT
<br />I
<br />j
<br />vI
<br />TIT
<br />LAG ScKWS a w 0mc. w/
<br />TIINtADITI PENCIRACON
<br />W". :rxv WOOD
<br />PLATE ACQUIRED FIAT
<br />ANCHORS (SIDE 504MULE ON
<br />SHEETS 9, 10 &11)
<br />AS
<br />sm" r ox, W/
<br />THREADED POVIIIAlm"
<br />Wow W_Aom
<br />=
<br />7r
<br />4, 1/
<br />C�
<br />v
<br />Tell mc_
<br />S_
<br />sk Do OF
<br />"111, 1 L-V *0 LAO SCREWS 0 or qc,
<br />k, I le,' Afi- 1,W PENETRAWIN
<br />ON a
<br />ow ME UJRDD 0 am or KA
<br />OR
<br />SCALE 1/4--1-
<br />20 GAGE GkVANIZED STEEL STORM PANEIL
<br />MAL PROTECTION PRODUCTS. I.I.C.
<br />20-17s
<br />"*�L' (0P)d"-7$W FAM, 06.)So�M?
<br />3/4, 4/5, 5/5 & 5/5
<br />2W/6, 3W/7 & 4W/7
<br />OVERLAP
<br />7 14
<br />MN
<br />Mi"
<br />114, 3/4. 4/5, 5/_5 5
<br />2/4 iL71
<br />1*1W/6, 2W/S. 3V & Ar
<br />---ANCNDRS (SEE WHO" ON SHEETS 0. 10 &I'l�-J
<br />REGULAR STORM--PAREL-6) ELEVATION
<br />GAP
<br />yCR WIN. PANEL Lem
<br />44167 " 1
<br />-
<br />-
<br />Ire OF
<br />am MILTIM W.
<br />_T_
<br />zl�fkc 0
<br />24 "IM GALVAKMD STEEL STORM PANEL
<br />24 11
<br />I
<br />PROTECTION PRODUCTS, LLC.1
<br />PRO
<br />'"I'A-VU
<br />-
<br />RION
<br />4100 SM. All
<br />uw� 331 1
<br />20-175
<br />iz
<br />GIENEIIAL Roms
<br />(C) FILM thin SPEW
<br />M�� MOO
<br />mman
<br />D CUtAEM (P.LO.) HAS KEN VERIFIED FOR COMPLIANCE IN ACCORDANCE ANCHORS. AS MANUFACTURED BY I.T.W, BUILOEX, INC,
<br />THE 2020 (Tin EDITTON) OF THE FLORIDA BUILDIN CODE THIS STORM PANEL SHALL HOT BE INSTALLED AT HICH 014-10 PAROMATIE FEMALE ID AND PANEIAM PLUS ANCHORS. AS MANUFACTURED BY VLC0 CONSTRUCTION PRODUCTS.
<br />",I=).
<br />VELOCITY HURRIC.ANE ZONES (MIAMI-OADE / MWARD Ileo - SCREWS, PER N.O.S.
<br />DESIGN WIND LOAM SHAUL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE WENTO" CODE- FOR A BASIC WM 7116`0 It 5/8' WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW. BOLT 8C SPECIALTY CO.
<br />SPEW AS REQUIRED BY THE "ISIDICTION WHERE STORM PANEL WILL BE INSTALLED. AND FOR A DIRECTKINIALITY FACTOR
<br />KID-0-83, USING ASCE 7-15 AND WALL NO EXCEED THE MUNUM (&S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C,I) MINIMUM VIRMED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AND 2- FOR ELCO PANELMATE PLUS
<br />3. 2 THRU 12 & 17, 18. A14D PANELMALE FEMALE JO.
<br />IN ORDER TO VEMW THE ABOVE CONOMION, UL111ATE DEPGAI WIND LOADS DUUMNED PER ASCE 7 -16 SHALL BE FIRST
<br />REDUCED TO AS.D DES" PRESSURE RATING BY MULTIPLYING THU BY 0.6 IN ORDER TO COMPARE THESE W/ mAx (013,04 C.2) MWAUM THREADED PEACTROTION OF LAC SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2 NO THWAM
<br />DESIGN PRCSSURE'Mn%S IND"IrED ON SHEM .3. 9 THRU 1 2 & 17. 18, PENETRATION INTO SIUCCO SHALL. BE CORSIDERED AS PART OFTHE REQUIRED THREADED PENETRATION,
<br />IN ORDER TO VERIFY THAT ANCHORS ON 716S REJ). AS TMED WERE NOT OVER STRESSED. A 3= INCREASIC 94 ALLOWABLE
<br />MM FOR WIND LOADS Y" M USED IN THEIR ANALYSr- FASTENERS SPACING TO WOOD HAS MEN DErMKE1D IN C.3) MINIMUM EDGE DISTANCE OF LAC SCRM. INTO WOW SHALL BE AS INDICATED 04 THIS ORAWIND
<br />ACCORDANCE WITH AIDS. 2DIS.
<br />STORM PANELS ADEQUACY MR IMPACT AND WIND RMWAKM HAS BEEN VERMFIDD IN ACCORDANCE WITH SECT" 1609.11.2 OF C.41) MINIMLOI PEKTRATION OF WOM SUP" SMALL BE 5/8', 1/4- 020 SCREWS USED SWAL BE 1 1/2- LONG MINIMUM
<br />TOE ABOVE MENTIONED CODE AS PER AMERICAN TEST UIS OF SOUTH FLORIDA REPORTS 1011114el-01 AND 021S.OZ-09, As SHOULD STUCCO VIST, AND I' MINIMUM FOR WALLS WITH NO STUCCO.
<br />Put SM 12-99 & ASTM E 330-01 STANOMM, AND AmEPCm TESTING LAS sm7w FLORIDA REPORT #ii23_Qi-iO AS PER TING
<br />TAS-201 AND TAS-203 PROTOCOUL AND AS P89 CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1004 OF THE =7,1"E, PANELS, STUCCO OR WOW BOARDS BE FOUND ON THE DO$
<br />C.5) IN CASE THAT PKCA$tff
<br />Ole
<br />0=
<br />FLORIDA BUILDING CODE. WALL. ANCHOR$ SHALL E MAIN STRUCTURE BEHIND SUCH PANW.
<br />94CHORAGE SHALL BE AS METMOKED 94 C.1). CZ) & C.4)
<br />2� ALL ALUMINUM EXMSXM 70 BE 1106�1-T& ALLOY AND TEMPER. (UNLESS OTHERWISE HOTEO). SEE SHEET 2
<br />(0) AMCHM %#ALL BE OTSIALL0 FOLLOWING. ALL OF THE RECOMMENDATIONS ANO SPWFrAI1ONS OF THE MCMOR'S MANUFACTURER
<br />3. ALL ALUMINUM SKEET METAL USED AT CLMRES SHALL HAVE 3105-1114 ALLOY.
<br />a, PANELS MAY ALSO BE 045TALLCO HORIZONTALLY FOLLOW40 INSTALLATION DETAILS SHOWN ON SECTION I THROUCH 6 (SHEETS 4
<br />4. ALL STEEL SHEET METAL PANELS SHIILL HAW STRUCTURAL QUALITY STEEL ASTM A-653 GRACE 80 MNIMUM� G-GO GIUMANIZED THROUGH 5) EXCEPT THAT HEAVERSO &0 SHALL MCI BE USED.
<br />STEEL DMGNATION W/FY- SIL2 W jArHR ROLUED). 9 IT SHALL BE THE RESPONSEAUTY OF THE COMPACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO K
<br />ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS) SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROM ANCHORAGE THIS SHUMR SHALL ONLY BE ATTACHED TO CONCRE11% OL.0CK OR WOW FRAME
<br />BUILDINGS.
<br />500118 W1 50 imi MW STRV4CTH AND 90 W TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />241 _13.4. 10, EACH REGULAR STORM PANEL WITH LENGTHS OVER 90". AS PER SECTIM 1. 2. 4. 5, 6 AND ALTERTATIVES IW, 3W & 4W ON
<br />SHMTS 4. 5, 6 & 7 ==Y��VEtA LEGIBLE AND READILY VISIBLE MARIONG INSTRUCTING OWNER OR TENANT TO
<br />0. DOLTS TO BE ASTM A-307 GALVANIZED StM_ OR AISI .304 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM YIELD STRENGTH. SECURE PANELS WITH DURING PERIODS OF HURRICANE WARNING.
<br />ME
<br />7. ANCHORS TO WALL SMALL HE AS FOLLOWS.- 11. THE INSTALLATION CONTRACTOR IS TO SEALICAULIC ALL SHUTTER COMPONENT EDGE$ WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE BUILDING TO PREVENT WIND/fAIN INTRUPSM.
<br />(A) TO MMNQ POURED CONCRM�
<br />- t/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. OAL.. re-3192 p.1j.) 12. SIVAN PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY MAILDINC AND ZONING REGULATIONS
<br />1/4 - 0 x 7/a* CAIJi-4N ANCHOM AS MANUFACTURED By DEWALT INC. PROVIDED BY THE JUMSOICT104 WERE KFUT IS APPLIED TO.
<br />1/4'0 . 3/4* SOLID-SEr ANCHORS, AS DISTRIBUTED By ALL POINT SCREW. DOLT & SPECIALTY CO, 13, (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.1%) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION
<br />(".. r.-3000
<br />VIN
<br />J14-10 E MA"r FEMALE ID & PANO.WTIE PLUS ANCHORS, AS MANUFACTURED BY 1100 CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PR=CT n Le. WHERE THE SITE CONDITIONS OF TE FROM THE P.E.D.
<br />PAN
<br />LNALIN
<br />1/4'0 ZAMAC ANCHORS. AS ~ACTUREO BY UVAI.T. INC.
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELDCTION. PURCHASE AND INSTALIATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />BASED ON THIS P-E.0, PROVIDED HIE/SHE DOES NOT WMTE FROM THE CONDITIONS OETAUD ON THIS DOCUMENT.
<br />A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4-; 2- FOR EUCO PANELVATE AND CONSTRUCTION S*TN AT SITE IS THE OWIRACTOWS RESPONSIBLITY.
<br />1 3/4' FOR Z4MAC NAILIN ANCHORS,
<br />THIS PROD= EVALUATION OOM404T WILL BE CONSIDERED INVALID If MODIFIED,
<br />A,2) CALK-* & SOUO-SET ANCHORS $ftl, BE EMBEDDED 7/45- INTO THE POURED CONCREM NO 1EMMOMENt "TO
<br />STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SKALL BE 1 T/2' LONG MINNUM SHOULD STUCCO EXIST, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT W410H WILL BECOME THE
<br />AND I" MINIMUM FOR WALLIS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THRIADEX, SCREWS W/O WAD. ENGINEER OF RECORD (COA.) MR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR 114E
<br />OUT Wmi "No NUTS, PROPER USE Of THE PE.D. EK44EER OF RECORD, ACTING AS A DELEGATED ENGINEER TO INS
<br />PZ�IL ENGINEER, WALL SUBMIT To THS LATTER THE SITE SPECWIC DIRKWINGS FOR REVIVIII,
<br />A.3) of CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR TOM, ANCKM SHALL BE LONG 04MM TO REACH 114E MAIN %RJCTURIE BERM SUCH PANW. (e) THIS P.E.O. $HALL " THE WE AND ORIGINAL SIAL AND SIGNATUfM OF THE PROFESSIONAL
<br />ANCHOFLICIE SMALL BE AS MENTIONED IN ALI) AND IN A.2). ENGINEER OF RECORD THAT PREPARED tr,
<br />(s) ASTM Ce� 14. SHUTTER MANUFACTURER'S LABEL. $HALL BE LOCA70 ON A READILY VISIBLE LOCATION AT StORM
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709,9.2 OF FLORIDA BUILDING CODE, ONE LABEL
<br />1/4' UFACTURED BY 1. T. W, SUILDEX, INC. SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SEC71ON 1709.9,3 OF THE
<br />1/4* 7/8* CALK-114 ANCHORS. AS MANUFACTURED By DFWALY. INC. FLORIDA ISLAIVAG CODE,
<br />1/4-0 X 3/4' SOUD-SET ANCHORS AS DISTRIBUTED BY ALL POINT SO", BOLT A, SPECIALTY CO.
<br />- #14-10 PANIELMATE PEMIUE 0 AND-PAINELMATE PLUS ANCHORS. AS MANUFACTURED By ELCO CONVVJMN P to
<br />- 1/4' 0 2AMAC NARM ANCHORS. AS MANUFACTURED BY DEWALT, INC
<br />ELI) MMMUM EMBIEDMENT OF TAPCON ANCHORS. ELCO PANELMATES AND ZANAC NAIUN ANCHOR. INTO T�K
<br />FILORIDA BUILDING CODE (Man High Velocity N cone Zen
<br />BLOCK UNIT SHALL BE 1 1/4'.
<br />8.2) CA&K-IN & SOUO-59 ANCHORS SMALL BE EMBEDDED 7/5' INTO THE CONCRETE BLOCK UNIT. NO - W,44 7 24 OAGE GALVANIZED STEEL STORM PANEL III.
<br />OR'I'M, in,
<br />STUCCO SHALL BE PERMITTED, 1/4 . 0-20 SCREWS USED $HALL BE 1 1/2- LONG MINIMUM SHOULD - 0 E)OST. * -
<br />01/97/21"a
<br />AND I' MINIMUM FOR WALLS WITH NO STUCCO. GLOBAL mUCnON
<br />STATE F PRODUM LIX.
<br />40110 10, 3 SOW
<br />8.3) IN CASE THAT PRECAST STONE. OR PRWAV CONCRETE PANELS, STUCCO OR WOOD BOARDS K -FwmAAk It ONAL F.,
<br />. 4W*.S� ORI uh.
<br />EXISTING WALL, ANCHORS SHALL, BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH P 20-175
<br />ANCHORAGE SHALL BE AS MENTIONED IN ELI) AND IN 8.2).
<br />11114111Z,
<br />wil sm I w is
<br />(SM SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />BUILID-OUT MWW2
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<br />HEDULE
<br />Tt 3)
<br />MR CWBINATION OF SECTIONS;
<br />E.D. EDGE DISTANCE
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNITINGS CAN BE
<br />SHEETS 9 10) COMBINED IN ANY WAY TO SUIT ANY
<br />IHSTALIATIOISL
<br />SHEETS 9 THROUGH 10)
<br />40.44167
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<br />GLOBAL PRIYTECTION PRODUCTS, I.I.C.
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<br />INSTALLATION DEIAILS FOR REQUAR PA INSTALLATIOR UMLS F_Q8 REQULAR PANEL
<br />INTO EQUEED 9ONCRETE OR CONOM AMK STRUCTURES INT-0 NQQ STRUCTURES INSTALLA-TION QUAILS FOR REGULAR EANEL 6) INIQ M9D
<br />ALTERNATE CONCRETE WOOD ANCHORS TO QLASIS.
<br />(SM SCHIEDUCE ALTUMTE LED
<br />Ta MW = "ON 10) ON SW 3) /--fJbcAr4N
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<br />=4 WAM
<br />ADEQUACY OF !EXISTING WOW
<br />OR CONCRETE BLOCK
<br />SON REOUVRED.
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<br />PANEL LENGTH
<br />(SM SCHEDULE IN It m SCHEDULE
<br />REQUIRED, LEO C�ONCAM ANCHORS F(J2 WOOD ANCHORS m
<br />(SM SCHEDULE ON
<br />\J11, SHEETS 9 THR01 FOR ALTERNATE WOW ANcKqRs
<br />SPACER --rSEE (SEC SCHEDULE ON ;awmv, ema mw
<br />VAX. v
<br />SHEET 111) 4
<br />941LOCK 71X 3CM OR 1/4- 1 of SHEET 11) Sim 11) lia W/ off C_
<br />1 1/2 Ilr Olt
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<br />MAY. Cm EQ.
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<br />SHEM 9 THROUGH I
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<br />WAD Sam
<br />a *1r O� I WOOD Am""RSS
<br />PANEL LENGTH I' MAX, LOW Al... SPACERS 12 1/2"
<br />(SEE SCHEDULE (Sm SCHEDULE ON
<br />I I i '1� I , SHM 11)
<br />will ON $HIM 3 MK SIEE NOTE - 904W IM LIMITATIONS FOR 1 1
<br />W&ON _Sffw I SEPAROTION 1 1/2- LONG suma. -q)
<br />10 hsilo MASS.
<br />i v MAX. >
<br />OSLO~- 10 CLASS ON $14EETS
<br />SCHEDULE
<br />=RR Ism SHEET 3) 2 A, IQ E SCHEDULE I (w SCHEDULE ON SHEET 3) 0
<br />1 PANEL UENOTH PAWL LENGTH
<br />ON 'to GLASS. (SEE SCHM" PANEL UATE FEMALE 10 OR FANV� MATE
<br />ON SHM 3) ON SHEET 3) 3) Mh, SEPARIITION TO CLASS,
<br />(BE SCHEDULE ON ON I -A.IzEia SPAM (SM SCHEME ON SHM 11)
<br />I - ---rv"wuw
<br />$HEFT 3 v Max. PANE LENGTH
<br />tSEE L
<br />PANEL LENGTH mt 3U11111 IT
<br />(SEE WHEDULE Lam *mt 7-4) PANEL L04TH m i - = Min. SCHEDULE
<br />SIHEET 3) (SEE SO4MLE FOR I i PANEL LENGTH
<br />O= SEEPAIIATION
<br />ON SHEET 3) TO MASS. (SEE SCHEDULE
<br />GLASS -(SEE SCHOAXE- 2'x4* wow - on 94 i EET 3)
<br />=,Ed PLATE REQUIRED lx"ili
<br />GLASS I ON 94M 3) 0-
<br />DIRM MOUNT Wz SEAM a
<br />CIO
<br />ON 3) OF 'V OF ALTERNATIVE 2MC
<br />x SCAI 3/8-l' 56% OF
<br />MAX. i /� A�� I MAX.
<br />14�7_ 77 0 12 1/2 SEE T4��#I ON SHEET I I FOR MO. PANEL UNMTHS OF V
<br />I- I D 56X D.C.'
<br />OF .0 DESIGN LOADS FOR IM INSTALLATION.
<br />MIX
<br />1 11 0 1 1/T mc. I LENGTH MAX. i OF EQ
<br />0 12 1/2- O.C.
<br />MAX-
<br />ED
<br />41 E� I I i I
<br />1 0 12 1/2- O.C� i I __1 __f__
<br />I I 'A' -_ I I No
<br />CONCRETE ANCHORS 5 FE-1tow OONCRIETE ANCHORS C-
<br />(SEE SCHEDULE ON EO h
<br />EXISTING PO (SEE ScIiElimuLE 0�- L
<br />R SLAS SHEETS 9 THROUGH 10) SHEETS 9 IGN - LOW MAIL MANINUM WOOD ANCHORS
<br />OF WAU. 0 1 2 1/0 STAGGERED W1 STUD
<br />REQUIRED CMDMON) ILI) - - - I, I O.rL VAUD FOR (SM SCHEDULE ON WACO VA w a I Ilr LONG W-. 0
<br />POURED CONCRETE �iii-aifaii Lo" AND PANEL I SHUT 11) "Xs" rx4o WOO MALk-
<br />EXISTM POURM COOORETEj LENGTHIS PER SHEET I (I) ==4=- �, i I " ANCHORS
<br />BLOCK �m am W.. far -Or CX REQUIRED REQUIRED 0
<br />CONCRETE WOOD ANCHM ULE ON
<br />(SM SOHO LATE REOVOW15) WOOD ANCHORS I' WIN, SUVfAMN TO GLASS am= 04 ow III, (SEE SCHEDULE ON 3 4-
<br />SHEETS 9 SHM It) ---
<br />R OR CONCRETE BLOCK 1. MOX, LOW ALUMN& SPACERS 0 2"%41 WCOID f I
<br />12 Ilr D.C. (SM TABLE 01 ON P OURROMY 4 A stamumm Am ANY Cu
<br />0) WOOD Op Am"m Imm TM OUMPONDIT 04 "ft MAM RIMALL 10 04
<br />$HEETS 9 & 10.) am SHM a mw K ROL�m 01; REQUIRED WISiTt
<br />LONS AS THE FOLLOWING XQN&P
<br />0:% MSE SPAM AINOWN 14 4 M11C 0%
<br />(SEE sammmu ON LOWDO
<br />IsiHt"Emeut R, wl �Iuw COMKO Vmft $HIM 4 111 I/r 04 VACM 2m hnn_�
<br />CEILING AND nnOR MOUNTING RUILD-9ja MUNTING WALJ, MOUNTING aIR w RSMQBQ Is "= TO w AT ANY Cn
<br />2. OW MI, UNION OPENING;
<br />SO %m IS A :MT SIOM imm rpm LOW" "am ON
<br />M vmmum PON pmm UOIm a WALL IR 0 MOUNT SOMPAL
<br />SCALE 3A-1, w 91luffland's 2W (4) 1 Iff WAG VACOR COMPONENT JM SIOLL K AS INDICATED ON CEKJN6mw OUNTING BU%5ijWNTING Cu
<br />MgmNo SCALE 4/aw SHIST & DOMLOM OF I Ijr LONG SPACOR VA ITS ONLY Aw
<br />1w WZ FOS WIND, ZONM 1, 2 AM 3 AS DL17&0 w Arm SCALE 3/8-1* SCALE 1AS,'.
<br />WALE 3/5-1- (4) VALO ONLY MR WWD c-im StVdM AIM THE 2100 Cm UnW OF THE FLORIDA
<br />a 3 MCI AM E EAXDNG GODE.
<br />I - gr
<br />Lu
<br />MOTEL, OcIty Huu cone Zone),
<br />FLORI BUILDING CODE (Ron High Velocilly Hu I ONLY VAUD FOR MAX, w R FLORIDA BUILDING CODE (N
<br />NO. 44167
<br />OrG no Zone) '0 FLORIDA BUILDING CODE ("on High Velocity cone Zone) MON Of SECTION 1. INSTALLATION ARE m HISIT Vol
<br />f 24 OW GALVANIZED SM STORM PANEL NQZ EQB GMNATM OF SEcnoms NO. 44161 "1 24 GAGE GALYAWIZED STEEL STORM PANEL TOP BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS -M w7m. m 24 UK GALVANIZED SM SIM PANEL <
<br />.44167 01010 ILTIM. At. I . INSTALLATION ARE ONLY VALID FOR MAX. A.S.0 01 em TILMOO, w- F.P.
<br />OWN ft LENGTHS 2 A, -, z COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3
<br />DESIGN PRESSURE RATING (ps f) AND PANEL f ON^ In
<br />IT
<br />NOTE FOR COMBINAMON QE VJMQW TOP & BOTTOM MOUNiTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR # INSTALLATION. 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD 0 z
<br />GLOBAL PROTECTION PRODUCIIS, GLOBAL PROTECTION PRODUCTS, LI.C.
<br />ED. EDGE DISTANCE STATE GLOBAL PROTECTION PRODUCTS, LM STA Lw. W/"/,M
<br />111LIECO. 14C. Om COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2AI) 111LIECOmc. MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 111LIECOme'
<br />at , -1 IN..w . DENSITY OF OM OR EQUAL 4" Sm. M SMOD,
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINOS CAN BE INSTALLATION. z
<br />SHEETS 9 10) COMBINED IN ANY WAY TO SUIT ANY
<br />" 11,16-1.. (04)"li-Tow FIX, owpow-vain, 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 20-175 20-175
<br />XIF - 5yz_1-_ � I", wil=".= Joe 0"Aft-7m. fm (0$-)Bw-SM
<br />1, - -A E WWAM ft. OWN" <
<br />%%;Axrum� -MSERSOT Ch-0,010111
<br />INSTALLATION. WZt L 7"K - nIFIC A
<br />Nun !N, motkl;�. or le 9ENSITV FOO.% 100RUTEHOURANL PINE No Z W/ SPE am a or III px_ stmisomm"1141m m"o am 7 or Is
<br />SHEET NO.
<br />SH 1.3�
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