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<br />+66.0. -7b.3
<br />70, OR LESS
<br />2 0/le
<br />BOLTED
<br />2, 3% 'W
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<br />466-0. -73.3
<br />10- OR UESS
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<br />WINONUT A' VIERLAP A, -0111 QF PANEL LINGTH
<br />16, 0 �i 411JA ft,
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<br />APPUCANITO
<br />Summ At &
<br />A14Y toweimTft
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<br />MAXIMUM PANEL
<br />UENM V (IK)
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<br />RATING
<br />(P.J)
<br />ONA-411
<br />pmmmm "SAILIC 0
<br />PANEIMATE PLUs
<br />7; GORGWC
<br />-
<br />M BmL0`C`K"`R`
<br />TR -ITO
<br />M:
<br />10 COCWM
<br />10 CONCRETE
<br />a"
<br />TO
<br />176-�
<br />SEW
<br />12'
<br />N/A
<br />11.
<br />N/A
<br />Iz*
<br />N/A
<br />171
<br />N/A
<br />I & 2' (TOP)
<br />If*
<br />e*
<br />ice
<br />4-
<br />1.
<br />4'
<br />11 mom
<br />20mm +
<br />12'
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<br />12'
<br />r
<br />1*990TIOM++
<br />Sm 10.0
<br />-75.3
<br />N/A
<br />N/A
<br />'N/A
<br />N/A
<br />N/A
<br />N/A
<br />11 Ilr
<br />21 (160170m)
<br />70' OR LESS
<br />7'
<br />N/A
<br />6 112-
<br />N/A
<br />4 Ile
<br />N/A
<br />4 1/2'
<br />N/A
<br />3'
<br />12*
<br />N/A
<br />N/
<br />9 1/2-
<br />N/A
<br />9 1/2"
<br />VA
<br />Y (BOTTOM)
<br />12'
<br />Ir
<br />N/A
<br />IV
<br />NIA
<br />-12.
<br />N/A
<br />4' (TOP)
<br />12
<br />6'
<br />12* 1
<br />1/2
<br />12
<br />11
<br />12
<br />11
<br />4 �SOTTOM)
<br />*LIMITED 70 Its* p�t. ASO, DES" PRESSURE RATING.
<br />A SEE SHEET 26 MR ANCHORS TYPE k SPAM FOA IRCIALIATIONS INTO WOCID
<br />FRAME BUILDW
<br />MINIMUM ANCHOR MWNM " MMUM EDGE INSWU ARE INDICATED ON THIS
<br />SCHEDULE FOR CIL LEM THAN 00104TED ON SCHEDULE: FTGUOC ANCHOR SpACMR
<br />By MULTIPLYING SPACING SHOWN ON SCHEDULE RV THE FOLLOWING FACIORS, FOR
<br />'DO OPER03" TO BE POOKY4 REDUCIED SP0QW OBTAINED LOW FACTOR PAU
<br />K LESOSX Am"m Sp0cm INDICATED FOR EACH ANCHOR TYPE AT
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<br />1/44
<br />1 T/1V#
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<br />3
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<br />3
<br />3
<br />3 1/4
<br />3 1
<br />4
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<br />+ RECURS M- DISTAOICE BETWEEN BOTTOM OF PANEL
<br />7/2'
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<br />++ Rmum M0,4 DISTANCE BETWEEN BOTTOM OF PANEL
<br />An To m 31ir
<br />COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANI-3- EQRM PANEL SYSTEMS
<br />CTOTAL WWH)--- Zia?,
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<br />48'
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<br />- DETAIL A
<br />PANELS SHALL BE INMIAE, ALTAYS 000"
<br />FROM LIFT TO MM 111 1/2- LED
<br />a END AT LEFT SIDE OF PAM *14- HEADER -r TRACK ANGLE wrm siup
<br />-Tr. -top "IcE
<br />OZ24- (MInJ
<br />PANaS OW LIP OF PAINX GALM94M STEEL
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<br />4:0.05, L "NO. ;
<br />i
<br />I 33a 0 270'
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<br />------ 13vv
<br />I - w,o",
<br />END LIP W/ HEMMED EDGE Ll-�-
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<br />KEY HU WMNER
<br />072' 3105-HIS4 ALUlk, ALLOY ICVf HOLE AIr PAN 1 �750`
<br />112C -S&E WCET 6 Poll ADDITIONAL,
<br />UWATIONS IF SLEM LOOT" IS 1 1.
<br />OILY WkUD FOR INSTILLATIONS INTO
<br />SLEM 2 118 W= STRUCnml
<br />.375
<br />3.7517'
<br />A2r 2. ow"
<br />(TYP.),
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<br />-.I- M& m 51 M1
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<br />F :A4 N" SYSTW SQ63-TS ALL11641 ALLOY
<br />1.07 1 .84. ND� 44167 FLORIDA SUI
<br />i4 jr t LOING, CODE LW20 High Velocity Hu Zan*)
<br />123* . 2 iiim. F.P.
<br />" 11
<br />STATE OF 24 GAGE GALVANIZED STEEL STORM PANE oKImvw VVI.
<br />IT 17SEE SECTOSS- .2,150,
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<br />INSTALW10 DETAILS FOR REGULAR PANEL(i)
<br />11119 EQUIRED GQNCREIE OR CONCRETE BILDLICK STRUCTURES
<br />ALTERNATE CONCRETE
<br />LOCATION
<br />CONCRETE ANCHOPS EDULE ON
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<br />M-11=11N 1:10511ING POURED CONCRETIL SHEDS 9 THROUGH 10) txwm POURED, ODNWETk_�
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<br />94MS 9 THROUGH 10)� we i E.P. I
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<br />PANEL LIENOTH
<br />SAE
<br />(SEE SCHEDULE
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<br />Fr=pSEAMMITION
<br />IT . ........ 10 GLASS�
<br />TO qlokss� SOHEDUI ON SHEETS
<br />(SEC
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<br />16 SEPARATION ON SHEET 3) 1 (SEE SCHEDULE
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<br />1
<br />CONCRETE ANCHORS
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<br />(SEE SCHEDULE ON - --- - -----
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<br />REQUIRED SHEDS 9 THROUGH Z q. ALUMINUM
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<br />POURED CONCRETE ALL, DESIGN
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<br />sNECm 9 THROUGH 10) -Co. MAX LOW AUJMlMU`M SPACERS 0
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<br />SCALE 3A-1-
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<br />Ite
<br />FLORIDA BUILDING CODE (Won Noth Valocfty Hu one Zone)
<br />44187 02020 "I'mom. W- 24 &AM GALVAWEO STEEL St6RM PANEL own w
<br />NOTE FOR COMR1N&DMLQLV.GM=,�
<br />ED. EDGE DWANCE
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<br />(SEE SCHEDULE ON TOP & BOTTOM M WINGS CAN BE /11 rite 0
<br />OU
<br />SHEETS 9 & 10) COMB94ED IN ANY items ax &I fam
<br />INSTALLATION. WAY TO SUIT ANY 20-175
<br />!Aw &-9, 6E SRW 5 Iw is
<br />1NMLLAMQN..DEMLS EQR SERIES 2000 & 1000 E-Z HANG ST RM PANEL
<br />INTO EXISIING WOOD SIRUCTURIES
<br />;/410 SCREWS a i ""w/
<br />1/2' In, TH40M 7, HEADER REOUIRM
<br />4/4'0 LAO ISCRONS 6 4' O.C. W/ r", wow
<br />TO EXISTING WODII HIIAM,
<br />1HREAM MEM110ft
<br />TO EMITTING Wm AD-M RA7 OR ON EDGE
<br />#140, SALS.
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<br />11-0 EA. 00 OF
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<br />I SEPARATION
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<br />No. 44167 24 GAGE GALVANIZED STM STORM PANEL
<br />DESIGN PRESSURE RATING (p.s f) AND SIMON Im
<br />PANEL LENGTHS
<br />TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (FXCEPIT FOR
<br />$1ATE 0 ON PRODUCTS, LLQ
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) 1109 C 9 70c. GLOBAL PROTECTI 00C,
<br />INSTALLATION, 4m S.W. 51 Siam
<br />1 FOR NEW WOOD FRAME CONWRUCPON: WOOD ......... eo-zo CAW. r. M. 20-175
<br />pwm� FM (04)04*4w
<br />'E SOUTHERN PINE No 2, W1 SPECIFIC
<br />'EMnTFO0%
<br />DEI OR EQUAL-
<br />GENW&
<br />I. WORM PANEL SHOWN 09 THIS PRODUCT VALUATION DOCUMENT (P.CD,� HAS ISEEN VERIFIER FOR COMPLARCE AM ACCORDANCE
<br />1/&-# 1AIPCON ANCHORS, AS RED IV t SUII INC
<br />WIN THE ZD20 (Till EDITION) Ot THE FLORIDA BOUDING CODI THIS STORM PANEL, WALL NOT BE INVXLEC AT HIGH
<br />111-11 1E AND PANIELMAIE PLUS ANCHORS, AS MANIRAVURED BY ELW CONSTRUCTION PRODUCTS
<br />MOCITY HiRmANE: ZONES DiAmm-r&AGE / BRIMIAND COUNTIES).
<br />kst
<br />DESIGN WIND LOADS $KILL BE DIFIDNARED AS PER SECTION 160 Or THE ABOVE MENTIONED CODE FOR A a C WIND
<br />7/ifi'# . 5/5* WOOD BUSNING. AS DISTRIBUTED Erf ALL PONT SCIEM. BOLT & SPECIALTY 00�
<br />SPEED AS REQUIRED BY THE JWTSDIVION WHERE $10AM PAM WILL BE INSTALLED. AND FOR A EIREVI(RiALITY FAVOR
<br />Kowom, usm Asa 7-16 AND swa No EXCEED, THE MAXIMUM (AS.D.] DESIGN PRESSURE RATINGS RIWATED ON SHEDS
<br />C 1) MINIMUM THREADED PDODRATTION INTO WOW OF TAPCON M04ORS SHALL BE 1 1/2' AND 2- FOR ELCO PAMELMATE PLUS
<br />9 THRU 12 A 17, It
<br />AND PANELMALE FEMALE TO
<br />IRS
<br />IN ORDER TO VEMIRY THE ASM OONOMON, LILTIMATIE DESON Who LOWS CIETIDIMINED PER ASCE 7-10 SHALL BE F -I
<br />REDUCED TO ALSO, DESION PRESSURE RATING BY MILLMY&GITMEM By 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.SM)
<br />C,2) WINNUM IRRICAPED PENDROM Of LAC SCREW, INTO THE WOW FRAME UMT SIA4" BE 1 1/2'. NO THREADED
<br />DESIGN PRESSURE RATINGS INC)CAMED ON SHEETS 3� 9 THRU 2 J, 17. 18.
<br />PENETRATION INTO SW= SHALL BE CONSIDERED AS PART OF THE ROQUIRM THRMED PENETRATION,
<br />IN ORDE To WRfFY THAT AMCHORC ON THIS P,ED. AS TESTED WERE NOT OM STRESSED, A 33% INCREASE ON AUDWABLE
<br />STRESS FOR WIND LOADS WAS WIT USED IN THEIR AKALTM FASTENEAS SPACING TO WOOD HAS BEEN DETERMINED IN
<br />C�3) MINIMUM EDGE DISTANCE OF LAC SCREWS. WTD WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />ACCORMACE WITH N.DS, 2015.
<br />-CN VERIFIED IN A=RDwm vArf sEa" mm�2 OF
<br />Slow PANWs wmka Foe IMPACT AND WIND RmsrmcE HAS BE
<br />CA) MINIMUM PENETRATION OF WOW BUSHING SHALL BE 5/6*. $/4" 0-20 SCREWS USED SKALL BE 1 1/2' LONG MINIMUM
<br />IK MOW VENRDNED CODE AS PER AMVKW TEST LAO OF SOUTH FLORIDA REPORTS 0814 01 -01 AND #0219,02-09. AS
<br />SHOULD SFU000 EXIST AND I* MINHAW FOR WALLS WITH NO STUCCO,
<br />PER ESTE) , 2-99 & ASTM C 3"-02 STANDARDS, A" AMERICAN M-TWIC LAS SOWN FLORIDA REPORT #I 1 23,01-11) AS PER
<br />IAS-201 AND YAS-203 PROTOCOI AND AS PERFORMED IN ACCORDANCE, W/ SECOON 104 OF THE
<br />C�5) IN CASE 'THO PRECAST STONC, OR PRECAST CONCRETE PANELS, SPLIOW ON WOOD SOMOS BE FOUND ON THE EXISTINO
<br />FLORIDA SUILOIN� CODE
<br />WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH 17KE MAN STRUCTURE REMIND SUCH PANELS,
<br />ANCHORAGE SHALL BE AS MENTIONED IN CA), C2) At C.4)
<br />2, ALL ALUMINUM EXTRUSID" 10 W ISO63-76 ALLOY ItEMPER: (UNLESS OTHERWISE No") SEE SHEIT 2
<br />(M ANCHOPS SHAU BE JUSTALLED F&JAWINO ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER
<br />.3. AUL ALUMINUM SHEET METAI. USED 9 MOSURES $WALI. HAW 3105I-H%4 AIJLDY�
<br />e� PAKW MAY ALSO BE INST410 HOWONTALY FOLLOWING INVA"MON DETAILS SNOW14 ON SECTION I THROUGH 0 (SHEETS 4
<br />011 ININQ CAL AM
<br />4� ALL SnL SHEET METAL PANELS SKAIL RAW STASXWRAL QUALITY STEEL. "N A-M3 CRA 80 4 M. 0-00 V ZED
<br />THROUGH 5) Excm THAT HPOM(D *(D %AAv- Not BE um.
<br />vm DESIGNATION w/py- ozi )w WIER Tic"Em).
<br />9. IT SHALL BE THE RESPONSIBILITY OF THE MMACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE VtMER IS TO BE
<br />S� ALL SCREWS TO BE SMAINI SI 304 OR �18 AM SERIES OR CORROSION RESTSIANT COATED CARBON Stm AS PER CAN
<br />ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR ill" FRAME
<br />BURDINOS.
<br />M018 W/ 50 k.1 YEW STRENGTH AND 40 kili TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2411,3.3.4.
<br />10, EACH REGULAR =RM PANE- W" LENGTHS OVER W. AS PER SECTIONS 1, 4 4. 5. 6 AND AVERNATNES III, 3W & 4W ON
<br />- SHAIi RAVE A LECIBLE AND READILY VOISLE MARKING INSTRUCTING OWNER OR TENANT
<br />SHEDS 4. S. 6 & 7 RESPECTII TO
<br />BOLTS TO BE AM A-407 GALVANIZED STM OR AM 304 SERIES STAINLESS STEFA- WITH 36 k-1 MINIMUM YIELD STRENGTH
<br />SECURE PANELS WITH APPLICARZ DURING PERIODS OF HURRCME WARNING
<br />7 ANCHORS TO WALL SHALL a AS FQULDW&-
<br />11. THE INSTALLATION CONTRACTOR IS. to SElL/GAUU( ALL SHUTTER COMPONENT EDGES Wi� REMAIN IN CONTINUOUS CONTACT WITH
<br />IKE BUILDING TO PRCAW WINO/PASN JITTRUSION.
<br />1/4-0 TAIPCON ANCHM AS MANUFACTURED By V.W� BUCLOM INC, (Mil, V-41192 PQ
<br />12. STOW PANO, INSIALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS GRANTING PLUS ANY BUILDING AM ZONING RECULAfIONS
<br />1/4' 6 . 7/a CALK-4K ANCHORS, AS 1,10W)ICTLIREG 13Y OEWALT INC
<br />PROODED BY THE JURISDICTION WHIM PERMIT fS APPLIED TO,
<br />11/4'#". J/4" OUD-SET ANCHORS, AS OIDIKBUTEO BY ALI. PONT SO", SOLT MI SPSOALTY CO.
<br />mi.. 3000 p-.J)
<br />13, (6) THIS PRODUCT EVALLIA11ON DOCUMENT PREPARED fff THIS D40NEER IS GENERIC AND DOM NOT PRMW INFORMATION
<br />I 4-10 PANIELMATE F04ALE 10 A, PANELM4TE PLUS ANCMORS� AS WAUFACTURED By CLOG CONST'RUVION PROOLCM,
<br />FOR A SM SPECIFIC PROJECT, g, WHERE THE SITE CONINDONIS OMATE FROM It* P41).
<br />11C4 ZAMAC NA1LJN ANCHORS� AS MANUFACTURER BY DDIALT. INC.
<br />(0) CWTIRACTOR TO BE FOR THE SEL=110k PUROOSE AND 114STALLATIONI INCLUDING, WE SAFETY OF THIS PRODUCT
<br />AA) MINIMUM EMBEDMENT OF TAPCM ANCHORS INTO POURED CONCRETE SHALL 91 1 31r; 2' MR VLC0 PAREL"TE AND
<br />SkSED ON THIS P-CR PRWOED HE/SK DOM NOT MOATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTSAVORS RESPONSIBILP,
<br />3/4. FOR ZAMAC NAILIN ANCHORS.
<br />(�) THIS PRODUCT LVALLIATION DOlCUMEHrr WILL BE CONSIDERED iWAUO IF MODIFIED,
<br />42) CALK-04 & SOLID -SET ANCHORS'WAL BE EMNERM 7/6' INTO THE POURED CONCRETE. NO EMBEDMENT WO
<br />MOC SHALL BE PCIRNII 110 #-20 SCREWS USED SMALL RE 1 1/2" WHO MINIMUM SHOULD STUI IDUST�
<br />(d) SITE SPECIFIC PROJECTS Skkf- BE PREPARED Of A rLOROA REGISTERED ENGINEER OR AwntErr WHICH Whit. BECOME THE
<br />AND ll� MINIMUM FOR kkLS WITH NO STUCCO. AND MAY BE HEMICO SCREWS Ott ALL THREADED SCRICAS */Q KIM,
<br />ENGINEER OF RECORD kCO�R-= E PROLIECT ANO WHO WILL BE RESPONSIBLE FOR THE.
<br />BUT WITH *NO NUTS,
<br />PROPER USE OF THE 01,0. OF RECORD, ACTING AS A OELEGATIED ENCINCER TO THE
<br />P1 D ENOWEEK, SHAL-1 SuBlav TO THM; LATTER THE SITE SPEOPIC DPAWIRW FOR ADOEW.
<br />"i IN CASE THAT PRECAST SIONT, PRECAST CONCRE17C PANELS, MVERS, SJUGGO OR WOOD WARDS BE POUND ]ON TME
<br />EXISTING WALL OR FLOOR, ANCHORS SMALL SE LONG ENOUGH To REACH THE "IN STRUCTURE BEHIND SVC" PANELS,
<br />THIS P1.0. SHALL "'I"E GIVE AND ORIONAL SEAL AND SIGNATURE OF THE PROFCSSIONAL
<br />ANCHORAGE SHAIL, BE As MENFIXINEU ft kf) AND IN A.2).
<br />ENGINES OF RECORD THAT PREPARED ft.
<br />lk WILITTER MANUFACTURER'S LABEL. SHALL ME LOCATED ON A READILY VOISLE I.OrATION AT STORM
<br />;/4' : TAPCOM ANCHORS AS IMANUFACTURV) BY L T W, RLALDEX. INC
<br />PAWL SHUTTER IN ACCORDANCE WITH SECTION I-M9,11.2 OF FLORIDA BUILDING COOF- ONE LASa
<br />SHALL BE PLACED MR EYE ERY OPOM. L.Maam To tomPLY WITH SECTION 170?9.1 OF THE
<br />/4" % 7/3" CAJI-IN &WHORS, AS ]JANUFACIURIM BY CEWALt. INC.
<br />FLORIDA BUII.DING COM�
<br />1/4`0 X S/4' SMID-SEr AmCMOR* AS DWR93LM BY ALL POINT SCREW. SOLI & SPECIALTY CO
<br />114-10 PANEALMATZ FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY 0LOO CONSTRUCTION "11011
<br />I/V 0 Zm" "LIN ANCHM, AS mAKuFAE;-wRw BY DEWoct. INC
<br />9,1) MINIMUM EMBEDMENT OF TAPCON ANCHOI CIM FANONATIES AND ZAW WILIN ANCRO9. INTO THE
<br />SLOcK UNIT SHALL 13E 1 1/4--
<br />FLORI gUILDINO CODE (Rall Njah Velocity Hu camil, I
<br />IL2) CAUK-114 Af SOLJD9D ANCHORS SHALL BE EMBEDDED 1/0' INTO THE CONCRETE BLOCK UWT- NO %,44
<br />7 own Tumm m 24 GAGE "WAIRIZED STEEL STORM PANEL
<br />MCCO SHALL BE FERM(TIED. 1/4- 111 SCREWS USED SMALL BE 1 1/2- LONG MINIMUM $AOULD EXIST,
<br />AND I' MINIMUM FOR WALLS WITH NO STUCCO, STATE F GLOM PIROTECT" PRODUCm. I=,
<br />a 0 n.
<br />-2
<br />8,3) IN CAM THAT PRECAST STONE, 00 PRECAST CONCRETE PANELS. MOCID OR WOOD BOARDS K FOUN 'ILL" QO~ 301.
<br />20-1
<br />EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE K14M SUCH
<br />ANCHORAGE SHALL BE AS MD"ED #4 fLI) AND IN ELI).
<br />P BibQW-74m, ?ft pwqw-ml,
<br />M*M
<br />14 WXJ9ftqURVWC
<br />lilt
<br />01 'Nont
<br />INSIALLAT-108
<br />DMIL5 FOR REGULAR
<br />NEL�D
<br />INTO, EQUIREQ
<br />ONCRUE OR CONCRETE RLQCK
<br />STRUCTURES
<br />WRID
<br />CONCRETE
<br />REWIRED,
<br />BLOCK
<br />REQUIRED
<br />CONCRETE ANCHM
<br />(SEE SCHEWLE Off��
<br />SHEDS 9 THROUSK 10)
<br />-4)
<br />ANcHists",-,
<br />(SOt SCHIED" Ort
<br />a IK"C" TO)
<br />EXISTING POURED
<br />CONCRETE OR
<br />1
<br />F
<br />CoNcRur BLOM
<br />RE QUIREO. � I KM
<br />f
<br />WAY** lf� 04
<br />C014 CKDE ANCH 11
<br />(SEE SCHEDULE Ok
<br />14
<br />E
<br />SHEDS 9 THROUGH 10
<br />SEP
<br />To
<br />a
<br />It Sm 'ON
<br />To QAM.
<br />EXISTING (Swu
<br />zg�l
<br />M".
<br />(SEE SCHEDULE
<br />ON SHM sy
<br />ON a)
<br />I
<br />FANCL LENGTH
<br />(SEC SCHEDULE
<br />ON $"ED 3)
<br />I TO GLASS, PANEL LENGTH
<br />PAW LENGTH -I (SEE SCHMLILE SCHEDULE
<br />CONCRETE ANCHORS ---
<br />(SEE SCHMU ON
<br />(BE
<br />(SEE SCHEDULE 1 3) ON SHEET 3�
<br />ON SHEET 3) L ON
<br />SHELTIl 9
<br />50%
<br />or
<br />MAX,
<br />EXISTING I I
<br />CLASS�l
<br />VAX-
<br />-0,
<br />/2'
<br />AiAt
<br />11
<br />1
<br />1 Ali 12 1/21 CL11
<br />I (xs
<br />1 .
<br />L
<br />WANIM WAD
<br />g VIA SCREW all
<br />v=,- " MA W/ Kur
<br />CONCRETE BLOCK
<br />-A
<br />12 fir LCL
<br />si-am 9 10)
<br />10
<br />ONLY *EN SOLID
<br />C"-IN ANCHORS
<br />LEG LOOKPION
<br />on USED �A%& WHEN .-CKISFING POURED CONCRETE
<br />-bR CONCRETE at=
<br />ALTERNATE
<br />ANCHORS g�g
<br />Coficttm
<br />ZMTIS REOUIRED.
<br />(SCIE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />Slecom w/ STUff-
<br />(SEE WWULE ON
<br />SHEETS 9, THSOLIoN to)
<br />BU"== 0,,QQhMNG
<br />W" MOUNTING
<br />WALL MOUNTING DIRECT KOUNT
<br />. ......
<br />......
<br />FLOR1 OUILDING CODE (Non,fth x4locif Hurricane
<br />Zona)i
<br />E.D. EDGE DISTANCE
<br />(SEE SCHOULE ON
<br />SHEETS 0 10)
<br />TOP & BOTTOM MCUNTINM CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />o 44167
<br />'*B
<br />t
<br />S ATE 0
<br />Iy
<br />"out imm, INC.
<br />24 OW GAVAIRM STEEL STORM PANEL
<br />GLOBAL PROTECTION PRODUCTS, LLr-
<br />*- -11 Vf
<br />%en, w
<br />J`�.
<br />DRINK Im
<br />'OKIL.
<br />20-175
<br />INSTALLATIOINIL
<br />PHomic nw (sur)w-sm
<br />c'-clown;
<br />-000
<br />ior"
<br />IN51ALLAIION QMU- FOR REGULAR PANIELIMM WOOD
<br />v ENATE LED
<br />____AT
<br />gT tom
<br />ADEQUAV Of EXZT94G WOOD
<br />SEW
<br />REGISTERED ENGINEER OR
<br />ARCHITECT PRIOR 'TO
<br />INSTALLATION. ALTERNAIE WOOD ANCH(I"_
<br />ANCHORS
<br />SCHEDULE ON (SEE SCHEDULE ON
<br />wAx *ODD HEAD Eft
<br />REQUIRED
<br />HEAD MOLN5,
<br />wow 0"WHORS ww IN oz t
<br />2-
<br />.1 CULE ON
<br />Min.
<br />EFARAMN TO
<br />GVSS�CSLT
<br />SCHEDULE 11
<br />;ms1m
<br />I
<br />- Men, TO GLASS 4
<br />1� 1/*-O-eaw
<br />-m-i iy No,
<br />SCHERLU ON $"ED
<br />MW
<br />r"!=t"` PANEL 10,101%
<br />m.."'Lo v MAL (SEE Sb*m"
<br />PANEL VENCIM I as -3)
<br />I
<br />(sm SCMMLA: EK
<br />ON SHEET 3)
<br />T
<br />I --(D OF *L* t
<br />607;
<br />OF V
<br />7
<br />0 12 1/2' 0, C, i
<br />wow 2NC WOOD PLAX-
<br />RCOUIRED wow mcism
<br />REQUAILD
<br />-aa
<br />i SCHEDULE ON
<br />WOOD AMPHORS
<br />(S EE SCHEDULE SHM 11)
<br />2 v
<br />UJUNG AND FLOOK.MQUNTING BUILn-Our Mot MG
<br />ALVIN&M-M
<br />ScAlz 3/8-1-OwIl"Ifty
<br />No. 44187
<br />NOTE FOR QQMaWao FLORIDA, BUILDING CODE (Map fth Vef*N Hur *one Zone)
<br />lC
<br />1. INSTALLAIJON ARE ONLY VAUD FOR MAX. A-� D- .2m rim w-
<br />24 CADE GALVANIZED STEEL $TIM Pam
<br />'top & BOTTOM MOUNTINGtSCAkI BE OMGN PRESSURE RATWG (p.&fl AND PANEL LENGTHS EOF ORION Or,
<br />STAT ur f
<br />UTT
<br />COMBINED IN ANY WAY TO ANY AS PIER SCHEDULES ON SHEET 3
<br />INWALLATION. 2, FOR NW WOOD FRAME CONSTRUCT)ON: WOOD '1�0
<br />MEMBERS To BE SOUTHEW PINE No 2, W/ SIPMFIC, W6 GLOBAL PR07ECTION PRODUCTS, LLC. 00'..
<br />4 4m `hllls
<br />r.
<br />DENSITY OF 0.56 OR EOUAL. 20-175
<br />irN-16
<br />if INDIC. Rik ")W-SM
<br />Cn
<br />-0
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<br />>
<br />=3
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<br />0
<br />16-
<br />-2
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<br />=
<br />0
<br />- 0
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<br />0
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<br />I IT
<br />SHEET NO.
<br />SH 13
<br />
|