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<br />11•
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<br />No
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<br />51-10"
<br />1020
<br />r-r
<br />S•-r
<br />raao
<br />e•-r
<br />s•-r
<br />rrs.o
<br />-
<br />4'-ro•
<br />MwWM SEPAAA11O1 TO aNA96 su1mLAE
<br />PANEL LENGTH
<br />WIN SPEED c 170 M4.h
<br />WIND SPEED > 170 .Ph
<br />(In)
<br />LAYRSfRAINFD
<br />RkSTW/ME0
<br />UNRES:RAIED
<br />REMAND
<br />30 OR LESS
<br />1'
<br />,•
<br />6'
<br />9 1/r
<br />>33 m 90
<br />,•
<br />1'
<br />7 1/2•
<br />1 1/2-
<br />>90
<br />,•
<br />7 T/Y
<br />7 1/2'
<br />a/4S m l
<br />1•
<br />1'
<br />-
<br />1 1/T•
<br />YIN111Ip1 P1NFl 1. FNl'2TN [Enl :ERR ♦ QIVEN MIOLIMTINQ CONDITION
<br />TOP
<br />BOTTOM
<br />DIRECT
<br />MOW
<br />h
<br />HEADER
<br />U
<br />HEADER
<br />I.5Y1.5•
<br />5(LAo
<br />ANGLE
<br />T'
<br />THICKr
<br />A
<br />balm-OU,
<br />Y' To=
<br />WABE�
<br />-
<br />DPW MOUNT
<br />4�
<br />�•
<br />32,
<br />�.
<br />�.
<br />SD•
<br />�•
<br />4
<br />1.S'c1.5' STUD ANGLE
<br />32'
<br />]2'
<br />32•
<br />a2•
<br />3/•
<br />J6•
<br />E
<br />Y TRACK
<br />SS•
<br />32•
<br />32•
<br />,T•
<br />Or
<br />eD"
<br />60•
<br />1
<br />Ou MOLE
<br />50
<br />32
<br />32
<br />3/
<br />WS6
<br />SB'
<br />1
<br />w•
<br />I 32•
<br />32•
<br />]e•
<br />Bo•
<br />56'
<br />se•
<br />or UNBOLTED PANELS :,. '-- 8O.1ED PA/IR.S W/ f M-2DA1•
<br />(L; AS ;' (SEEM SECTIONS ASB EA ,7VFRLAP
<br />- I• MN I - 2/4 1/4. 3/4. 64 S 5/5 t 6/5 r MN.
<br />1W/6. 2W/, 3W/7 t 4W/7
<br />•- -_ANCHORS (SEE SCHEDULE ON BUTTES L 9, 10 7t)--
<br />REGULAR STQJU PANEL 0 ELEVATION
<br />L6/Y N.1.5. 1/1' Her CAP
<br />--- -HRH tMN oLEMN.�t _.Wi101E WBLEY) ^�
<br />i L
<br />'"" GOP _O SECTION A -A -�
<br />N.T.S.
<br />(1) L
<br />(tJ U: YAIMRM ALLOWABLE FOR A CNE P09IAE AS0. LOW
<br />l-MAIL ALLOWABLE PANEL LHM FOR A OYDtAGNAia DESIGN LOW.
<br />(2) PROCEDURE TO DETERMINE MANIAC PANEL Ut)DD9
<br />OMEN A POSITIVE AS.a O MM LONG, OEMMK MAIM" WIND, LENGTH l+' FROM sOEOAE.
<br />OYOC A 01601 E ASD. On" LOAD. DRBtlN1E YA " EARL LEW NI 'L FROM BOLA L
<br />ERNS. MA10MIN A1.OIMIE PANEL UENOTM tS EWA m M SWOARI DEr Mi® PANEL LOOM
<br />BETWEEN 1+1 AD 'L--•.
<br />(3) CHS
<br />SEE 01EDLRE BROW FOR MN. AWMFL LENGTH Po H R POROSITY HXwIiCaIOY.
<br />INS DI6 INTO OW ARE IMIm TO a /5 P.aR. MAX ALSO. DESIGN PRESSURE RAIWq
<br />• 441 Sam1aT6a LPC-
<br />67
<br />*
<br />�':, SATE OF •* ITL�ECOI
<br />24 WOE GALVANIZED STEEL STORM PNMR.I
<br />F.R.
<br />OIee1M M
<br />JDBAL PROTECTION PRODUCTS, I.I.C.
<br />n/!r/wM
<br />oac
<br />•=OAWaL'EFL t3snw
<br />1T< 1.
<br />IYOE DI•431RP AM /AP: (/MRW!-17rA
<br />20•-175
<br />INSTALLMION DETAILS FOR REGULAR PANEL (1
<br />INTO WOOD STRUCTURES
<br />ARATION t
<br />I�I; WOOD ANCHORS - E
<br />tsEE st]rtDIAE � Fn,.tM,•
<br />I
<br />i (SEE SCHEDULE ON jj 1 .,H-26.,•
<br />6S�jCI
<br />I - A Ir„• IIINN ON SHEET 1 - p•O,a� SHEET 11
<br />- III )
<br />_
<br />r -- - (UR NCI HIY6
<br />l' 1 LRAM OBI 7X)
<br />I i i
<br />Y _� � ; l• Mar.
<br />WOOD ANCHORS - II' ' •HALE R + (WE
<br />_ I I SCHELENGTHWtE
<br />{ 1/•' tSNR SCHEDULE ON_ = ON SHEET 1 FTR
<br />TT Di--_.__-
<br />E SPACBt
<br />OF
<br />LENGTH
<br />YA%
<br />==i
<br />7
<br />1 1 ED
<br />� �j� 1' ilA%. IONIC ALUWNUM SPACERS ! 12 1/2'
<br />_"O.a TABLE ON
<br />1+ ( (SEE /1 SHEET 11.)
<br />l� - BELOW FOR
<br />SEE%2Low
<br />1 m LIMITATIONS
<br />I '{
<br />io `✓ 1• MAX.�-• 3LES
<br />P II'
<br />PANEL LENGTHI'
<br />1 tLENGTH SEE SCHEDLAF 1 SOLE {II
<br />1
<br />SEE SCHEDULE I r j _PATE DATE D MALE
<br />ON SHEET 3) EON SICEF ]) t-'_ 111 ON SHEET ])
<br />NOR im
<br />-_ SC: i ELLS (SEE SOROULL ON BEET 11)
<br />4 cHumA
<br />1 sa +
<br />NDa'W
<br />PARATION 2'me WOOD
<br />EX1$T041:� I WN oIO Y-A7 t SE MASS.
<br />�L, _ _ 1 ,.(� _ 1 PURE QED
<br />awss
<br />; SHM 3) DIRECT MOUNT W1 SPACER IM
<br />1 1 N SFE TABLE 1 ON SHEET I, FOR MAX, PANEL LENGTHS k
<br />_ i • 12 THY D.C.
<br />' 1 ` _ MAX. A .D OESION t.0AD5 i'OR THIS INSTALLATION.
<br />ETO 1 t j ' 1
<br />( _ _ wom ANCHORS 1tL 71C �jE:
<br />STAGGERED W/ SPUD
<br />Y (SEE SCHEDULE ON NowESA KW t t rK HOIW I:
<br />SHEET I1) (1) PfaLUIRON s LA RRO 10 A OIW NOW RW.WIMI WIN jr-r
<br />1 *Am MM MAIN A" NDWr Tow W A IIwRMOnw RRMN ANC
<br />2'%4• WOOD _ � {'
<br />PLATE REOUIRf-6 '.; wwOp ANCHORS H• ML YFWUM m WaW awDwq! i I K4• WOOD tlMWM HwwR CIw1wNRr PwHOAW ON 4Qi tE).
<br />1 k' x
<br />' t SiADCGED W/ STUD : 1
<br />ON SHUT E MN BE IImUCC1D m 1N• g _ _. CUTE REEAIBED W AMOKW! oWM 01A1 LaNP01On M IRE FOIE q d1
<br />(SEE SCHEDULE ON 1M OWNO CONnI(1016 ME ' 3
<br />a ERWIwCFa11 Y14% D
<br />.. t,+ (IN[ AR0 1122A 1OD�� ACM e"
<br />SLEET 11)
<br />I ::, P¢T q-
<br />(1) WA" AM DO r(W9MJF
<br />Won W N0. -M P.I. t37 YO. N DIME RYES LENRIM 6 IAMnm m /R' M ,rw 0F61III11
<br />..; (» nM •wFDI Lr wM Pon (LIMN s WALL YOUL, I MG A RI'll �X FROM LNINFI FRNa UNIONS ALLOWED ALLOWED ON
<br />ALTERNATIVE ON (4) 1 ,/9• USIR lNRR e01PaRFR IOW SMALL U a SMONLY ON
<br />WA Nmuc (3) RIow PAR mumu m w ONLY
<br />ALTERNATIVE 1 W INTO AN emm WOOD ,RAZE WILL SCARE 3/8-t • ww L wwIwAWOH1 a , 1 LAM ENawl a us Saar
<br />xMo FaR WPM LWIB ,. 3 3 K avl6ulm w ASY 1
<br />SCALE 3/5-t' M) OM UARM WAD NALr FOR ,Ww ELDSGONE. a NO THE SDO (7M Mn" a THE RORW
<br />INNER POLL am
<br />ER A: T!(Vl
<br />LLt>gS ,CEN ��
<br />FLORIDA BUILDING CODE Non High Veloolty Hurrkam Zone
<br />NOSE ana COYBw1ATiON of SECTIONS. 1. INSTALLATION ARE ONLY VAUD FINK MAX. A.S.O.allay "JUND. Pc to.
<br />�• 24 DACE GALVANIZED STEEL STORY PANEL
<br />*41BT * =
<br />DESIGN PRESSURE RATING (p.s.T) AND PANEL LENGTHS maw on
<br />_-
<br />TOP h BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 EXCEPT FOR i
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') ( i' : SURE 0. �' I� O EMc. GLOBAL PROTECTION PRODUCTS, LLC. a III ;
<br />INSTALLATION. O ., �01(10 ESN .Im aw. 51 s"w
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD . N, , _ M,""• nIRRE. (nN) AL q rr Pe.7ww-ntn 20-175
<br />MEMBERS TO BE SOUTHERN PAVE No 2. W/ SPECIFIC 5�,.,'•..••' HAMM-P
<br />DENSITY OF 0.56 OR EQUAL NyW �r �,wA P� •�!Y "! °nWWM I"
<br />4, RIQ7 • a M
<br />GENERAL NOTES
<br />n b aAr FPir BMlE7Y � E_ IIMMIw aw.r,
<br />(C) IO #te-sTW� wOGD /1L,,,�svFASM DRANK G . Ois MIN..
<br />/. S10RM P,Wa SHORN ON 11w5 PRODUCT LNALW110N OOWYNLDNT (PBE E.D.) HAS EN YEMFlEO FOR COMPLIANCE IN ACCORDANCE - I/a"• tAPCSMI ANC/IOR t, AS MANUFACTURED BY I.T.W. GUIDE%, HNC
<br />WITH THE 2020 (7th EDITION) BUILDING ?HE FLORIDABUILDING CODE THIS STORM PANEL SWU.L NOT BE INSTALLED AT HIGH - 014-10 PANELYATE FEMALE D AND PA/ELIAATE PLUS ANCHORS, AS MANUFACTURED BY ELOO CONSTRUCTION PRODUCTS.
<br />VELOCM HURRICANE ZONES (MAML-RIDE / BROWARV COUNTIES). - 1/4-0 LAG SCREWS PER N.D.S
<br />DESIGN WIND LOAM SMALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FOR A BASE WIND - 7/1VO . 5/r WOOD BUSING, AS DISTRIBUTED BY All PORK SCREW. DOLT • SPECIALTY CO.
<br />SPEED AS REOU ED BY THE ARLSDICTION WHERE STORM PANEL. OU BE INSTILLED. AND FOR A DIRECtI NALM FACTOR
<br />KO-O.BS, LSING ASCE 7-15 AND SMALL NO EXCEED THE MAIIMUM (ASo.) DESIGN PRESSURE RIDINGS INDICATED ON SMEM C 1) MINIMUM THREADED PENETRATION IRO WOOD OF 1APCON A 00% SMALL BE 1 1/2' AND 2• FOR ELCO PANELMAIE PLUS
<br />J. 9 TMRU 12 A 17. 1/. AND PAIEL)NLE FEMALE N
<br />IN ORDER TO VERIRY THE ADM CONDITION, LLTU AIE DESIGN WIN LOADS DETERMINED PER AS" 1-16 SMALL BE FAST
<br />REDUCED TO A3.0. DESIGN PRESSURE RATING BY MRATIPLYING THEM ITT 0.6 IN ORDER TO COMPARE THESE W/ MAX. (ALSO.) CI) WAWM THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAW UNIT SMALL BE 1 1/2' NO THREADED
<br />MCC PRESSURE RATINGS MICAIED ON SHEETS 3. 9 THRU 12 k 17. ITT PENETRATION INTO SNI000 SMALL BE CONSIDERED AS PAT OF THE REQUIRED THREADED PENETRATION
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STUD, A 3M INCREASE IN ALLOWABLE
<br />STRESS POR WIND LOADS WAS MN USED IN THEIR ANALYSIS- FASTEIEAS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MUPNX N EDGE INSTANCE Or LAG SCREWS. IRO WOOD SMALL BE AS INOGAtED IN THIS MAXIM
<br />ACCORDANCE WITH N.D-$. 2018.
<br />F-20 SEWS USED SMALL BE 1 1/2- LONG M/AMUY
<br />STORM PANELS ADEQUACY FOR IMPACT AND 'WIND RESISTANCE HAS SEEN VEWIED N ACCORDANCE WITH SECTION 1809.1.2 OF CA) WMAN PENETRATION OF WOOD BUSHING SHALL BE 5/6• 1/4• SCREWS
<br />THE ABOVE MEWIMED CODE AS PER AMERICAN TEST LAB OF SOUTH MOMREPORTS POe,1.01-0/ AND /0219.02-00, AS SHOULD SR)OCD DUST, AND I" MINIMUM FOR WALLS WITH NO STUCCO.
<br />PER SSm 12-99 k ASTM E 33D-02 STANDARDS, AND AMERICAN TESTING LB SOUTH FLORIDA REPORT 01123.01-10 AS PER
<br />TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCUUTDNS PERFORMED IN ACCORDANCE W/ SECTION MR 0. THE CS) 01 CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EM IM
<br />rLORIDA BULONG CODE WALL ANCHORS SHALL BE LONG ENOUGH m REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />ANCHOWHCE SHALL BE AS MENTIONED IN C 1). C2) k C4)
<br />2 AL ALUMINUM EXTAUSIRRS TO HE 6063-TES ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) SEE 04M 2 (D) ANCHORS SMALL BE INSTALLED FOLLOWING ALL O THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-M14 ALLOY. 0 PANELS MAY 04M BE INSTALLED HOMZOMALY FOLLOIN0 INSTALLATION DETAILS SHOWN ON SECT04 I THROUGH 5 (SHEETS 4
<br />4. ALL STEEL SHEET METAL PANELS SMALL MAY[ STRUCTURAL OUALrtt STEEL ASTM A-6S3 GRADE 60 WHIAAAM, G-00 GALVANIZED THROUGH S) EXCEPT THAT HEADERS®!(D SMALL NOT K USED,
<br />51ELL DE9MI003M W/FY- 92.2 MW (AFTER ROLLED). 9 PI SWILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO YERIY THE SWNDNE35 OF THE SMCRWE WHERE SH LMER IS TO BE
<br />5. ALL. SCREW5 TO BE STAINLESS STEEL 304 OR 3t6 AA41 SERFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON ASH �m gNAARE PROPER ANCHORAGE, THIS SHUTTER SMALL ONLY BE AITACFED TO CONCRETE. BLOCK OR WOOD MANE
<br />50015 W/ 50 Lai YIELD STRENGTH AND 90 Mu TENSILE STRENGTH ANTI SMALL COMPLY W/ FLORIDA BU6DHNG CODE SECTION
<br />241 t.!]A. 1G EACH REOOAR STORM PANEL A; LENGTHS OVER W. AS PER SECTIONS 1, 4 4. 5, 6 AND ALTMNATCYES ,W. 3W k 4W ON
<br />SHEETS 4. S. 6 A 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY WSW MARKING ,05TNUCIRNG OWNER OR TENANT TO
<br />a BOLTS m BE ASRM A-307 GALVANIZED STEEL, OR AIS Sot SERIES STAKISS STEEL. NETT" 36 Nw YININW YIELD WRENOM SECURE PANELS WITH APPLICABLE REENFURCEMEM DURING PERIODS OF hURRKME WARNING
<br />RS T ANggTO WALL SMALL BE AS FOLLOWS'. T 1, THE INSTALLATION CONTRACTOR IS TO SFAL/CAAK ALL SHUTTER C•OAPOR M EDGES WHICH REMAIN IN CONTINUOUS CONTACT TWIN
<br />IKE BUILDING M PRAM WM/RAIN WINUSDN
<br />W ro ExSDrG PaflRm �•-•�.
<br />- 114'1 DAMSON ANCHORS AS AMMUFACNNED BY I,T,W. BULDEX. INC (Min. r0-3192 P-) 12. STOMA PANEL INSTAUAUN SMALL COMPLY WITH SPECS I401CATED IN THIS DRAWING PLUS ANY BUILDING AND IONWG REGIAAT,ONS
<br />- 1/4' • . 7/8' CMR-IN ANCHORS, AS Ir~ACIURCD W 0EW40 INC PROADED BY THE AII501CT1ON MERE POW IS APPLIED TO.
<br />- I/{'• . 3/4' SIXA-SET ANCHORS. AS DISTRIBUTED BY Au. PORT SCREW, BOLT • SPECIALTY CO 1I (a) T415 PRODUCT CVALUJUIDN DOCUL6DOCUMENTLE (PC PREPARED Or THIS ENGINISEER GENERIC AND DOES PROVIDE PROE INFORMATION
<br />SMOG p.a.Iy
<br />- i14-10 PANELIATE FEMALE D A PAREUMTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. EROPRODUCTS.PRODUCTS.$. FOR A SIZE SPECIFIC PROJECr. Le, WHERE THE SITE CONDITIONS DETAATE FROM THE P.ED.
<br />- 1/4'0 IANAC NAa9N ANCHORS, AS MANUFACTURED BY DEWALT, INC. (6) CONTRACTOR To BE RESPONSIBLE FOR THE SELECTION, PURCHASE Ao OWALUTION NCWONG LIFE SAFETY OF TARS PRODUCT
<br />BASED ON THIS P.E.D. PROVIDED HE/SHE ODES NOT DEVIATE FROM THE CONDNIONS DETAILED ON THIS DOCUMENT
<br />A I) MNNW ER 1MNCH ANCHORS INTO POURED CONCRETE WILL BE + 3/4", 2' FOR RCO PANELNArE AND DO IRCTCNN SAFETY AT SITE S THE CONTRACTORS RESPONSOUTF
<br />ZAAACT N
<br />, 3,4' FOR 7ALNC NNUN ANI'HORS,
<br />A2) CALX-IN • SOLID -SET ANCHORS SWILL BE EMBEDDED 7/0' INTO THE POURED CONCRETE. NO EMBEDMENT IRO W THIS PRODUCT EVALLITION DOCUMENT WILL BE CONSIDERED INAUO IF MODIFIED
<br />STUCCO SMALL BE PERMITTED- 1/4. 0-20 SCREWS USED SAIL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED CNOWER OR ARCHITECT WHICH WILL BECOME THE
<br />AND T• MINIMUM FOR WALLS WITH NO STUCCO, AND WAY BE HEADED SCREWS AIR ALL THREADED SCREWS W/O MEAD, ENGINEER O REOORO kOAjj FOR ME PROJECT AND WHO WILL IN RESPONSIBLE FOR THE
<br />SLIT WITH AND NUTS PROPER USE OF THE PE�0 ENGINEER OF RECORD, ACTIN AS A DELEGATED ENGINEER TO THE
<br />P.£.D. ENGINEER, SMALL 9UBAIT TO nrS UTTER THE SITE SPECIFIC OMWNGS FOR REVIEW,
<br />A3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, PAYERS, STUCCO OR WOOD 901ILDS BE FOUND ON THE
<br />EXISTING VAWL OR ELAOR. ANCHORS SMALL BE LONG ENDN(31 TO REACH THE MAN SIRUCryRE BEHIND SUCH PAERS (4) THIS P.E.O. SMALL " THE DATE AND ORIGINAL SEWN AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SHALL BE AS MENTIONED N A 1) AND N A2). ENGINEER OF RECORD THAT PREPARED P
<br />(B) TIt OUSTING COtCRMTE HiLrIY-YIN WALL AS111 C-9a 16. SHUTTER MANUFACTURER'S LABEL SILL BE LOCATED ON A READILY V30C LOCATION AT STORM
<br />- ,/l' P TAPCON ANCHORS AS MANUFACTURED BY I T W BUILD". INC. PANEL SHUTTER N ACCORDANCE WITHI SECTION 1709.9.2 OF FLORIDA BINDING CODE. ONE LABEL
<br />ME PLACED FOR EYC RT OPENING EARRING TO COMPLY WITH SECTION 17091.3 O< ME
<br />- 194AU
<br />/4' • . 7/B• CAUL-N ANCHORS, AS MANUFACTURED BY OEWALT. INC. FLORIDA BUILDING CODE.
<br />- ,/4.0 % 3/4' SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL PONT SINEW. BOLT k SPECIALTY CO -
<br />- /14-10 OANEtMATE FEMALE D ANTI PAHELMATE PLUS ANCHORS, AS MAUFACTURED By ELCO CONSTRUCTION POrVw'Will#,
<br />..'M('C'R��A:.T/(v
<br />AC W"- ,/4• P ZAMANCHORS. AS MANUFACTURED BY OEWALT. INC
<br />r
<br />e.,) TAPCON ANCHORS. ELCO PAEIMATES 4AIO 2A#AC NALN ANCHOR. *TO ME
<br />FLORIDA BUILDING CODE Non High Ydoc Nvrrteane Zone)
<br />BLOCK IT SMALL 1
<br />eLOHa1 IJWT SHAWL r♦ t T/4'
<br />1•�jGENs'':;�9
<br />8.2) CALK -IN k SOLD -SET ANCHHaRs SMALL BE FJIBELIOFD 7/r INTO THE CONCRETE BOCK UNn. ND E�tf'EFFOaa 7 _ •� R'mD- "` 24 GAGE GALVANIZED STEEL STORM PANEL
<br />STUCCO SHALL LR PERMITTED. 1/4• r-20 SCREWS USED SMALL BE H 1/2• LONG MINIMUM SHOULD 17a5r, * AND MINWnIM FOR WALLAS Anr1 NG sRuccD. STATE F - IL,�E Q E- GLOBAL. PROTECTION PRODUCTS, LLC.
<br />�•'• `3
<br />8.3) IN CASE THAN PRECAST STONE. 0R1 PRECAST CONCRETE PANELS. STVCOO OR W000 BOARDS O FOUN �ORI • INK 0. aA14 2 -
<br />'•.. •�•, • p,q �WI�I °im=,a 20-175
<br />EXISTING WALL. ANCHORS SMALL � LONG ENOUGH TO REACH THE MAIN STRUCTURE OLHw'D SUCH P �A H:- An=,Ili - h�1 HrgNl H>w)11►TDM FAIN peLMIE-6N7
<br />ANCHORAGE 94A1 BE AS MENTIONED IN B.1) AND IN 11.2) S/OINAL •W
<br />NAWW/III AA PL r "A �•
<br />WAITR A ,i1X Jr; PL
<br />lIDI, H K to
<br />�
<br />INSTALLATION DETAILS FOR REGULAR PANEL n
<br />Q(IS1010 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />-CONCRETE
<br />ON CONCH BLOCK - ON CONCRETE ROCK
<br />/Y • REOUMED REOURE'D.
<br />_ AIOIGR$ , CONCRETE ANLMORS ¢ ; CONCRETE
<br />' -'
<br />SCHEDULE ON � (SEE SCHEDULE ON EXISTING POURED
<br />SHEETS 9 THROUGH 10) -O SHEETS 9 THROUGH 10) :. �} CONCRETE OR
<br />� �•J
<br />CONCRETE BLOGR... _-/Y1 ,pW-tor
<br />I �/ rs�Pl
<br />__
<br />, ,/2• ' 1 a• 1�• Ew'I/ntaI,GP
<br />11f4 R9
<br />- ..
<br />! IIli
<br />':
<br />cONCRErE
<br />----- ED. r'
<br />f j SHEETS a 110IOIldN 10)Calf
<br />1 I I I
<br />IL
<br />SEPARATION
<br />To GLASS.
<br />� SCHEDULE UT•111�
<br />( (
<br />� ��
<br />=4 N ON SHEET 3)
<br />CLASSr
<br />� PAIR IFNCTN
<br />IMLn. SEPARATION I t• Y,or.
<br />(ON 1 '. 1 m GLASS
<br />1 1 B PANEL LENGTH LENGTH
<br />l (SEE SCHEDULE 1 (SEE SCHEDULE
<br />CONCRETE ANCHORS 1.-- _. - ..1._- 9.. _. -.. t (SEE 9ORDULC
<br />SNIET.» ON SHEET 3)
<br />(SEE SCHEDULE ON -.. = 1 N i--... ON SHEET ])
<br />i "''��-
<br />j
<br />SHEETS 2 MgOUCM IOjt
<br />sox GLASSY 1 t.✓
<br />�
<br />'..:Y,'l.� 1 � i D oFi•
<br />EDr - I. - - rNosn,Ola� MAY,
<br />0 12 1/2- ac. ! L
<br />1 APIPLICABILO'
<br />%�: 1 '' l�Wt••RWOO tp•' P Dr o CONCRETE BLOCK 1 % 1 (SEE CONCRETEANCHORS
<br />REOOREO, I E • J
<br />.r .
<br />jl
<br />I lE - 1 YA. -• W � ONLYY MIEN SOLD
<br />LEI LOCATION CXJSIINGCON POSED UbMC11ElE
<br />OR BLOCK
<br />ALTERNATE CONCRETE ; POuam CONCRETE cowNrAc1E AwcrNORs ARE USEo ��
<br />ANCHORS OR CONRE7E BLOCK REOUKED. mA00ERED w/ STUB --
<br />(SEE SCHEDULE ON
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10) SHEETS 9 THROUGH to)
<br />flSIJLtLSL � WAU _�pipwr N -A MOUNT
<br />SCALE 3/8-1' SCALE 3/8-1" . SCALE 3/B-1•
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<br />CEH FLORIDA BUILDING OWE (Non High V41ocify HurrIcans ZonB
<br />44167 z E"1e "R'I' "G 24 GADS GALVANIZED STEEL STONY PANEL to,
<br />E.D. -EDGE DISTANCE MAIN 0.
<br />NOTE •: * g pryNryIMP
<br />(SEE SCHEDULE ON TOP ♦ e COIN MOUNTINGS CAN eE - 9�^. STATE OF _ IL E C O HNC MOM PR TEC M PRODUCTS. LL.0 wE:
<br />�, ��:• (DINED?',; Fl_ >•��
<br />SHEETS 0 ♦ 10) COMBINED IN ANY WAY TO SUIT ANY , ;� / •� Fia.f Ae`o,`-,o .+'a'-.Ia•'iWal�yb ,. nMYc �DIAL
<br />6
<br />INSTALLATION. "
<br />�. - DWMo7f
<br />FYNN AI1a1GrAIN IN i1w, PE a"•Y ndT 4 OF N
<br />INSTALLATION DETAILS FOR REGULAR PANEL (D INTO WOOD
<br />- _ ALTERNATE LEG
<br />CX16TIN0 TOCw1gN
<br />�
<br />ffiIIM REDUBRD. / � i
<br />ADEDUALT a MOW wooD ;
<br />SEAM TO BE BE cfATlFtEo BY �
<br />IENGINEERORNICQUWV �
<br />REGISTERED ENGINEER
<br />I,
<br />,,
<br />PRIDE ro SHUTTER �•
<br />r
<br />W'ALLATION' --� __yt0pp gNCNOR$ ALTERNATE w0OO A/KDHORS - -i 1• MoL --
<br />J { (5£E SCHEDULE aN (5¢ SOHmLRE ON ,' TIT'°' rrlw HaG
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<br />A ,
<br />SHEET 11) SHEET ,1) • �x :i � �- ,�' ;,.--36.,• Es Y,. ev MR
<br />1
<br />1/2' _, • ,a ,ry• u
<br />Ile
<br />E MAX. W000 HEAOQt-
<br />EItSTMGMG�� 1 _.. - REQUIRED >' • 1 TnT1-ao� •an
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<br />( SCMEDULE
<br />It
<br />'
<br />SWEET
<br />-.1CPARA 5!E
<br />1 SCHEDULE I TnY-2e.,•
<br />SHEET Min* TO GLASS.
<br />;DAL
<br />ON SifET T.,SEPARATION
<br />S I- :INDAE 3)H !/! 1� L LMAX
<br />. - _ IT N PAIR SCHGTH
<br />*0(SEEi
<br />EN
<br />MAX, (SEE EDULE
<br />PANEL ON SHEET 3)
<br />IJ9g61 061 Y-•')
<br />(SEE SCHEDULE ELI 1 1
<br />ON SHEET ]) t'Tw53•1 .�..__ _.
<br />a 5oA 1•
<br />� MAX.
<br />OF 1• , 1
<br />MAX
<br />I O 12 1/2' O.C. ,
<br />I tt � 1Ir
<br />/Pf-DOLT'
<br />ALL�I- 1 ED
<br />2'TL6' WOOD 2- .4. WOOD 1 t
<br />CUL REOMED
<br />WOOD ANCH DRS 'r - -_ REOLWRED +'-� �j (WX ANCHORS
<br />SCNEWLE ON
<br />(SEE SCHEDULE ON _ ]/4.i SHEET III
<br />��' uS
<br />-------`- '
<br />--2'
<br />CEWNG AND FLOOR. MOUNTING @UiLD-OUf MOUNTING
<br />AL
<br />SCwIE 3/B-1' 1Ia SCAT J/e••,•
<br />A. 17(4
<br />;
<br />NOSE FOR COMBINATION Of SECTIONS: 21Q0'S. g *- NO. 44167 FLORIDA BUILDING CODE Non High Y Nurrleom 2onR
<br />1. INSTALUT113N ARE ONLY UALD FOR MAX. AS.D.
<br />TOP ♦BOTTOM MOUNTNGL CAN BE DESIGN PRESSURE RATING (0-cf) AND PANEL LENGTHS -q STATE OF *: -am +ARm At 24 GAGE GALVANIZED STEEL STORM PANEL H� a,
<br />COMBINED IN ANY WAY TO suit ANY A5 PER SCHEDULES ON SHEET 3 9 '• Q
<br />NR/D/LIMO
<br />INSTALLATION. 2. FOR IE+W WOOD FRAME CONSTRUCTION: WOOD O•NLF; r/O •ILA �•' GLOBAL PROTECTION
<br />11C.
<br />MEMBERS TO BE StX)THE7''MO PINE 110 2, W/ SPECIFIC PRODUCTSA ace
<br />/OWALE ILIA a, mm
<br />DENSItt tx 0.55 OR EQUAL. z.,�rs �� ArN s.A
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