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<br />12'
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<br />12'
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<br />12•
<br />N/A
<br />12'
<br />N/A
<br />1• k 2' (TOP)
<br />70' OR LESS
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<br />3•
<br />5•
<br />.•
<br />S•
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<br />12'
<br />5'
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<br />r
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<br />r
<br />1".5.
<br />++
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/r
<br />it*
<br />2- (BORON)
<br />71
<br />N/A
<br />6 1/2-
<br />N/A
<br />4 1/2•
<br />N/A
<br />4 1/2•
<br />N/A
<br />J' (TOP)
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />9 1/2'
<br />N/A
<br />9 1/2-
<br />N/A
<br />Y (BOTTOM)
<br />12,
<br />N/A
<br />12•
<br />N/A
<br />12-
<br />N/A
<br />12•
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<br />4' (TOP)
<br />12
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<br />12•
<br />9 1/2•
<br />12•
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<br />12'
<br />11•
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<br />44167 :
<br />'
<br />a0m01E160
<br />24 GAGE GALVANW STEEL STOW PANEL
<br />*
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<br />INSTALLATION DETAILS FOR REGULAR PANEL �j
<br />INTO WOOD STRUCTURES
<br />WQDD AIO•FORS ('--
<br />'ICHEOIA.E oN 3 ; (SEE TOE 3) ;
<br />/'� . ON SHEET N fNERL�
<br />/ _ T-�
<br />_ SHEET 11) �
<br />i• YEN.
<br />WOODLETNODENC ANCHORS t` Y `. I 1 , PEEL HEDL
<br />REDUWEO f �, (SEE SCHEDULE ON j l I Aam SHEETFOR
<br />-�
<br />,yI 1/4' SEED 11) 1 1 SPACIr 16
<br />LENGTH MAIL
<br />WOOD HEACFJL ED.
<br />/• MAX LOW &LMAN SPACERS Y 12 1/r
<br />O.C. (SEE TABLE 01 ON SIM 114
<br />SEE NOTE BELOW FORLIMITATIONS FOR
<br />1 1 •l•
<br />f `) �
<br />SEPM 110N ; 1• ; MAX � 11 1/2'LONG SLEM .
<br />ro GAL. LENGTH
<br />1 PAIR LENGTH ; I SEE
<br />(SEE4GNEDMLE 9GEouLE L I
<br />1 O1 SHEET J) I iSEE mfE,01LE I ' ON SLEET 3) .._PAIYl COTE FEAALE D OR PANEL MATE
<br />1 1 ON SHEET 3) ;.----_,/.•-_- -1-- PLUS (SEE SCHEDULE ON SHEET 11)
<br />1 IY•-mr - ; v
<br />IL
<br />P� MAP I -
<br />1f-
<br />1 1 uLEHt 6IwI 7-h - EING--; TO OLAL- i ! PULTE RECURRED1 ..(
<br />aAL
<br />D*rt 3) ; 1 Mrs= MOUNT W/ SPACER
<br />* I ALTERNATIVE 2Ml' �
<br />;
<br />• . .- .1 D.C. Y • 12 1/2' O.C.
<br />1 - SEE :Z /1 ON SHEET 11 FOR MAX. PANEL LENGTHS k
<br />' OF - I WX. A3.0 DESIGN LOADS FOR THIS INSTALLATION.
<br />1 ED
<br />�t[,_ _ 1
<br />1 0 12 1/2' O.C. L-
<br />1
<br />1
<br />WOOD ANCHOM
<br />(SIDE W/ OWN MWam M Wr a 111sr LOW 4*.
<br />sm 1,) (,) WBOUA= $ A$m 10 A OE NORY e1MOMi WON Ir-0•
<br />4 `
<br />2'N4' WOOD _ . ` I * ' I ; I NO MM Roar: (N$ B A MMI:VWn rRIL1 ANY
<br />NWs9LQ 16EM ORREERT 9C101M a MOOT 1t}
<br />PLATE � O STUD I- IEEE AaAWWGN TO YM NOC"m ' 1 I .,�. ,�D
<br />(P5 A11CI10R 4oI$ tMG g91IFOt9MN M OAtMa Wa[ FBMIE $ a
<br />a 61RDIT S MAY tE IIm11Cm t0 1 1• K I TE REQUIRED
<br />(SIDE SCHEDULE ON LOAD a M RNOmM AE ---' , i-- IWEL YME NUa) !SILL m EMIOeD MOAN A W EIr aC.
<br />odwso M Pam Is 1/r PLC $$ONO ALLs
<br />cow'IY um tl VAR a
<br />9i
<br />(1) W1MM Am o 7 PR
<br />I^ wm9 a +90. -M W. (1) W L 24 DIME WAL UIMN a MM19 to N• a AM mum
<br />OI1WGm MINI LAW TAINT LYGWY am= a
<br />P'� umm $ �amWW
<br />Do n'�'� WALL MOUNi1NG ECT WOW YLm in
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<br />Ly�v� LAAy �M�LW� (N t ,R' L91$ >r1AiR L0I9.OHIBR IRA 7NWL K N WYORm a
<br />apEyyp(py�{ I3) SNOWY FUEL &$tAMAlor $ ONLY MONLY
<br />ALTERNATIVE i W SSD AN 10$1&O WOW WARM WALL srxE 3/6-1 • YaT E MswIA$r OF , 1 LOIN =MO M a9
<br />4HM9r0lOIIOY$ AM9 M 7IN9 CAR Immo or we RAN IL
<br />SCAE 7/s-I• (4) MAN AMN WED 00 NOR WIG PASO WOE
<br />2001.1a 3Pa AM
<br />,9M-0E Ep 0. Tel
<br />12=5: a4 JCEN '• ��
<br />FLORIDA BUILDING CODE on h WN00 NMrrIcoT19 Zon9
<br />NOTE FOR COISSNiIL710N of SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. •• MOO nwA ANC. rA.
<br />No. 44167 `: 24 GAGE OALVANREO STEEL STORY PANEL
<br />DESIGN PRESSURE RATING (p.s.t) AND PANEL LENGTHS oAw W.
<br />*:
<br />TOP & BOTTOM MOUNT8G5 CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) �I•. STATE ECO GLOBAL PROTECTION PRODUCTSI LLC.
<br />BBE INC.
<br />INSTALLATION. .'r�OR1D B4=LW.IN gala
<br />MRLA R =14
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD U'!aP NA1 ANw R,3. •AeIM rNA 20-17S
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC S%•••••. •t+-= HAM wwI Ptne OMN)MMMVOW rm 00.)N*.4m
<br />pEN18ITY OF 0.55 OR EQUAL "a` HAA&w s
<br />WETm A TUN"-PL Mar 9 O M
<br />GENERAL NOTES
<br />A1un 9M •r •.t fY�Y ! N•1 NIIb f1OW lam.
<br />((,`) ram• w000 aB1. SEAM GOIJAM. G . a1 S YN-,:
<br />,. 5fORM PANEL SHHOWW ON t1SS PTNOOLICT EYALIATON DOCUMENT (P.EDJ HAS BEEN VERIFIED FOR N ACCORDANCE
<br />- 1/4'0 TMOON NIp10R5. A... W I.T.W. BLIILDEX, HNC
<br />WANT THE 20" (7M EDOION) OF THE FLORIDA &ALONG CODE. THIS STOWI PANEL 94ALL Nor BE INSTALLED AT WON
<br />- /14-10 PALM RATE FEMALE N AND PMUWTE PLUS ANCHORS* AS WAVACTNIED BY ELCO CONS ALICTION PRODUCTS.
<br />VELOCITY HUFFRCAAE ZONES (MMMI-OWE / BROACH CO NI ES}
<br />- 1/4.0 LAC SCREWS PER N.D.S.
<br />OESIGH WIND LOADS SHALL BE DETERMINED AS PER SECTION IWO OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND
<br />- 7/16Y N 5/r WOOD BUSMDG. AS DSTWBU(EG BY ALL PORK SCREW. BOLT Is SPECIALTY DD.
<br />SPEED AS ROARED BY THE JURISDICTION WHERE STOMA PANEL WILL K INSTALLED. NO FOR A DIETTON4LRY FACTOR
<br />KD-0.65, (SING ASIDE 7-16 NO 94AU NO DXCEW THE MAXIMUM (ASD.) DOW PRESSURE RATINGS IDOIATM ON SHEETS
<br />CA) We" DVWMM PENETRATION INTO WOOD OF UPCON AN04M SHALL BE 1 1/2' AND 2' FOR E.0) PANELWtE PLUS
<br />3. 0 TMWI 12 ! 17. It
<br />NO PANELL99E FEMALE D.
<br />IN O10ER TO VERIFY THE ABOVE COEDI M ULTwn DESIGN WIND LOAD$ DETERMINED PER ASCE 7-19 SCOWL BE FIRST
<br />REDUCED TO A.S.C. DESIGN P RATING BY MULTIPLYING THEM BY 0.8 N ORDER TO COMPARE THESE W/ MAX (AS.D.)
<br />c.2) MIMUIN THREADED PDCMIM of LAC SCREW. INTO THE WOOD FRAME UNIT STALL BE 1 1/2-. NO THREADED
<br />DESIGN PRESSURE RATINGS NEIGHED ON SHEETS 3. 9 THRU 12 At 17. 1&
<br />PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART Or THE REQUIRED TMRFMED PENETRATION.
<br />IN ON" TO VERIFY TINS AN04M ON THIS P.LO. AS TESTED WERE NO OVER STRAINED, A 335 INCREASE N A11,ONAB E
<br />STRESS MR WIND LOWS WAS 12111 USED IN THEW ANALYSIS. FASTENERS SPACED TO WOOD HAS BEEN DETERm" N
<br />C.3) WARM EDGE DISTANCE OF LAC SCREWS. INTO WOOD SNARL BE AS INDICATED IN THIS DMWMk
<br />ACCORDANCE WRH N.D.S. 2078.
<br />STORM PANELS ADEQUACY FOR &PACT MID MO RESISTANCE HAS BEEN VERIED IN ACCORDANCE WITH SECTION 1600.1.2 OF
<br />CA) UNARM PENETRATOR OF WOW WSING SMALL BE 5/3'. 1/4' 0-20 SOW" USED SHALL BE 1 1/2• LONG MINIMUM
<br />HE TABOVE MENTIONED CODE AS PER AMERK3W TEST LAB OF SOUTH FLORIDAE A PORTS OW4.01-M NO J0219.02-09, AS
<br />SHOULD STUCCO EXIST, AM I• MINIMUMFOR WALLS WITH NO STUCCO.
<br />PER SSM 12-99 k ASTM E 330-02 STANWRDS. AND AMERIGAN TESTING LAB SOUTH FLORIDA REPORT #I t23.01-10 AS PER
<br />TAS-20 AND TAS-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE
<br />C.S) INCASE THAT PRET.tST STONE OR PRECAST CONCRETE PAELS, STUCCO OR W000 BOARDS BE FOUND ON 1,E EXe57MHG
<br />FLORIDA SLOWING CODE.
<br />WALL ANCHORS SHALL BE LOG ENOUGH TO REACH THE MAN STRUCTURE ODW SUCH PANELS.
<br />ANCHORAGE SHAH BE AS MENTIONED IN CA). C.2) k C.4)
<br />L ALL ALUMNUM EKIMMM To 0E N16.T-» ALLOY AND TEMPER. (UNLESS 001CR NSE NOTED). SEE SHEET 2
<br />(D) µ04M SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MMWUFACMER.
<br />3. ALL ALUMINUM SHEET META USED AT CLOSURES SHAIt INVE 3105-NN4 ALLOY.
<br />S. PANELS WY ALSO BE INSTALLED HOMOWAELY FOLLOWING NSTMIAT04 DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHEETS 4
<br />4. ALL STEEL SHEET METAL PANELS SHRILL HAW STRUCTURAL OL04M STEEL. ASYM A-85J GRADE 80 MNMN, G-M GALVANIZED
<br />THWOI)(N 5) EXCEPT THAT HEWERS('& A (D SHIN. NOT BE USED.
<br />STEEL OXSIOATIOI W/FY- 222 MY (AFTER ROLLED).
<br />S. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SIAITTER 5 TO BE
<br />5. ALL SCREWS TO BE STAINLESS STEEL M4 OR 316 MS SERFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN
<br />A t0 N/S11RE PROPER NkC/ORAGE.. 1F SIWTTER SHALL ONLY 8E ATTACHED TO CONCRETE. BL00( OR W000 iRMIE
<br />BUADNM
<br />30018 W/ 50 M YIELD STRENGTH AND 90 OEu TENSILE STRENGTH AND SMALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2411.3.3.4.
<br />10. EACH REGULAR STORM PAE1 WITH LENGTHS OVER 90•. AS PER SECTIONS 1, 2. 4. S, 6 AND ALTII6MTM5 tw, 3W k 4W ON
<br />OR
<br />LEGIBLE AND READILY VISIBLE MAMM PfftRwwOWNERLEANT TO
<br />YREtEOR£EMEMAWMNG
<br />6, BOLTS TO BE ASIM A-307 GALVANIZED STEEL, ORAIR 304 SERIES STAINLESS STEEL 1WIH 35 WMINIMUM Yap SIRENOM.
<br />SECURE PANELS WITH APPLICABLE PERSON OF HURRICANE WMNINC
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS
<br />II. THE OWALIATION CONIR1CTOR IS TO SELL/CALK ALL SHUTTER COMPONENT EDGES WHICH RDAAN N CONTINUOUS CONTACT WITH
<br />THE BULDM ro PREVENT WlBf/RAM NTRU9ON.
<br />(A)ro EccrNc POURED CONtlATE:
<br />- 1/4'0 TAPCON AN04M AS MYNFACIURED BY LT.W. BUILOM INC. (Yin. r4-3192 PAC.)
<br />12. STOIwH PANEL OWALUTW SHALL COMPLY WITH SPECS INDICATED N THIS DRAW C PLUS MY BINDING AND ZONING REGULATIONS
<br />- 1/4' 0 N 7/a' CALX-IN ANCHORS. AS MANUFACTURED BY DEWALT INC.
<br />PROVIDED BY THE JURISDICTION WHERE PERMIT S APPLIED TO.
<br />- 1/4'& N 3SOLID-SET ANCIgRS. AS OISTIiMUFEO BY ALL POINT SCREW. 80LT k SPECIALTY CO.
<br />13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.ED.) PREPARED BY THISENWECR $ GENERIC AND DOES NOT PROVIDE INFORMATION
<br />%/4-10 (MA. P00 ANEL pa.l.)
<br />PMEUNIE FEMALE D k PANEAATE PLUS ANCHORS. AS MANUFACTURED) BY ELCO p)KSTRUC110N PTODlICfS.
<br />FOR A SHE SPECIFIC PNDUECT; Lim, . WTHE SITE CONDITIONS MWIE FROM THE P.E.D.
<br />- 1/4-0 ZMAC MILRI ANCHORS• AS NAMN'ACTUAm BY DEMALT. INC.
<br />(b) CONTRACTOR TO BE NW-MIR.E FOR THE SELECTION. PUOOIAM AND RMALLATON 1'MCLL LIFE SAM OF THIS PRODUCT
<br />A.1) MINIMUM EMBEDMENT OF TMCON ANCORS INTO PMM CONCRETE SHALL SS 1 3/4': 2' FOR aCO PANEUAIE AND
<br />BASED ON THIS P.E.D. PROVIDED W/SE DOES NOT WYNATE FROM THE CONDITIONS DETAILED ON THIS Doa ENT.
<br />SAFETY AT SITE IS THE CONTR CTOWS NESPONSIOU Y.
<br />I 3/4' FOR 2AMK ILALI.tI ANCHORS.CONSTRUCTION
<br />(E) THIS PRODUCT EVALUATION DOCIAENT WILL BE CONSIDERED INVAUD E MODIFIED.
<br />A2) CALK -IN k SOLD -SET ANCHORS $HALL BE EMBEDDED 7/6' INTO THE POURED CONCRETE. NO EMBEDMENT INTO
<br />ST11GC0 SMALL BE PERMITTED. 1/4- 0-20 SCREWS USED SHALL BE 1 1/2' LOG MINIMUM SHOULD STUCCO EXST.
<br />(d) SITE SPECIFIC PRO,ECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WALL BECOME THE
<br />AND 1' MNMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD,
<br />V49WO OF RECORD (E.OtL) FOR TE PACAV MID WNp WILL K RESPONSIBLE FOR THE
<br />CI
<br />BUT WITH WIND NUTS,
<br />PROPEL tlSi NF THE P. = OF R 40, ACTNG AS A OE.EGATED DOG94M TO THE
<br />P.E.D. ENCOMEM SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC OR WNGS FOR RENEW.
<br />A3) N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAYERS. STUCCO OR WOW BOARDS R FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS SHALL SS LOG ENOUGH TO REACH THE MAIN SFn1CTR¢ BEHIND SLOTH PANLS.
<br />(4l THIS P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE O THE PROFESSIONAL
<br />ANCHORAGE SHALL 8E AS MENTIONED IN Al) AND IN O2).
<br />ENGINEER OF RECORD THAT PIEPARFD R.
<br />(a) To EAasnmG eomDIOETE eIDDIL COAL ASTY C-90
<br />14. SHUTTER ►MNWACIUIER'S LABEL SHALL K LOCATED ON A READILY VOW LOCATION AT STORY
<br />- 1/4' • TIPCON ANCIIDRS AS MARUFACfURE6 BY 1. T. W. RRLDOO. ILK.
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.92 OF FLORIDA BUILDING CODE. ONE LABEL
<br />KRIDGED EVERT' OPENING. IABELIN9 TO COMPLY WITH SECTION17.9.3 OF THE
<br />- 1/4• e A 7/r CALM-N ANCHM AS MANUFACTURED BY DEWALT. INC.
<br />FLORI
<br />PLO1110A &ALONG CODE.
<br />OD
<br />- 1/4Y X 3/4• SOLE -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. BOLT k SPECIALTY CO.
<br />- /14-10 PME.WATE FEAAE D AND PANELMATE PLUS ANCHORS.AS MANUFACTURED BY CO MISIAUGTION
<br />- 1/4' 0 7ANAC NALAN AK'HOIK. AS YMNFACTNED BY DEWALT. INC
<br />8.1) MINIMUM E1KM*M OF CON ANCHORS. M O PANNEAIAES AND ZAINTO MALIN AKHOR, THE 'JCEN}j'''V'
<br />TAP
<br />FLORIDA BUILDING CODE Non No VetwocityNltrrlGone Zorw
<br />BLOCK UNIT SHALL BE 1 1/4'.
<br />9.2) CALK-N ! SOLO -SET ANCHORS SMALL BE EMBEDDED 7/6. INTO THE CONCRETE BLOCK UNIT. NO POM44
<br />7 '
<br />•ARM nnoo. Fc
<br />24 GAGE GALVANIZED STEEL STOW PANEL
<br />DIM •en
<br />STUCCO SHALL BE PERaOIED. 1/4. /-20 SCREWS USED SHALL BE 1 1/2- LOG WWMLM SHOULD COST. *
<br />0/
<br />N/n�
<br />AND 1' MNIWN FOR WALLS WITH NO STUCCO. STATE
<br />�•••
<br />-
<br />/�
<br />IL E C O INS.
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<br />PROTECTION PRODUCTS. LLC.
<br />8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. S UOCO OR WOOD 00Ni05 BE '2UR1
<br />/ --' -•-
<br />AW r W.+ AAA- A
<br />am Re. III xnw
<br />CAW. FL =14
<br />20- 175
<br />EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN SIRUCIPREin BETOb sECHR ssi; •.
<br />ANCIDRAGE 51W.L Fs: A3 MENTIONED N &1) AND IN B.2).
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<br />INSTALLATION DETAILS FOR REGULAR PANEL M
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />R10
<br />OR CONCRETE BLOCK CONCRETE BLOpl00NCiR1[
<br />REWMED. CONCRETE AN"" REOUIIEO.
<br />CONCRETE ANC110R5
<br />EXISTING POLAND
<br />SIR SHEETS 9 THROUGH10) ,.--L 7 1 SSCHEDULE ON BELTS 9 TH m SCHENJILE ON,ol .4 P ,
<br />1 CONCRETE Olt
<br />CONCRETE sUm, , 4:-MItM qa
<br />1/2• 1/4• 1/2' 1 .1/4• *400 6 I w DL
<br />..._RMAX..-----; CONCEDE ALE ON (SE
<br />SHE SCHEDULE TIRO G
<br />E SORTS 9 TtR0001 10 1
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<br />I M CILASS, _-- / I QE NNt 4 11 tMO"o,1 Rli al WF6 1 ; j
<br />�• - o�N � , tBOR 1Aa T!) PANEL LENGTH I (SEE SC EOULE i IYMIN am T.n
<br />j (FEE SCHEDULE I 1 V Mai, INTO pA95. i 1' M.
<br />CONCRETE ANCORS_ l_._... ._-_- - - _-)-- ON SHEET J) EON SHEET J) ' PAVEL LENGTHDULE � ON SCHEDULE ; �9CYED'�L3A)£
<br />(SEE sc,EDLILE ON (- ._- -d'" T f I- ��k_- -.- $- SE SCHEBMW 3)SW 3) OR sH7
<br />/ 1
<br />S 4 9 1FM000N 1 1 1B 1 1�1p �1 1 f
<br />Of V GtI64-11 H 1 ' al$5--i I
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<br />ED. i ! I i I 1
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<br />A,1. THIN trU i CONCEDE ANCHORS_am
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<br />---1• MNV S 11ONLYH-IM WIEAMIB®�01101EQ
<br />LEES LOCATOR CAU
<br />AM USE T5 A'I/p1014 M'R FOR COICREIE BLOCK
<br />ALTERNATE COHERET�_ POURED CONCRETE CgIC IE MIeNOa ARE USED. REOURM•
<br />MOORS CONCRETE BLOCK REQUIRED. 9O09LTE0 W/ STUD
<br />SCHEDULE
<br />WWIEETS 99 TIROUGNm SCHEDULEON SHEETS10)SHEETSOUGH S 9 THRCH 10)
<br />SCiALE 3/B-1 M= SCALE J/s-t' SCALE J/MI'
<br />DER a."t1c�r
<br />CENS''. FLORIDA BUILDING CODE NSA fth Viticalty NuTTNOono Iona
<br />. 44167 E°MD 17°0' A` 24 GAGE OALVANREO STEEL STOW PANEL ONO on
<br />NOTE FOR C01MY4A1N)N OF SECTIONS.
<br />ED. EDGE DISTANCE •q STATE IL e.GLOBAL PROTECTION PR001N M LLC. 4+Ms
<br />(SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE 9' 4FW aE M anal
<br />SHEETS 9 k 10) CON&NEDD IN ANY WAY TO SUIT ANY ���: �ORID*�. r1,ac mom ����M, 20-175
<br />RWALLATION.fYW
<br />/Q,iUwaliAlaADW[ CA•000N,M 9NWI4W NN
<br />K/m A OILS 1r- PL >IM 1 W n
<br />INSTALLATION DETAILS
<br />FOR REGULAR
<br />PANEL In TO WOOD
<br />mcAG» TERNATE 'ED
<br />CAB,AM
<br />KAM (Min.).) Dorm y /
<br />BE
<br />OF OwowEIDSf9G w0%
<br />KAtTX
<br />AM
<br />AM TO BE NR
<br />BEREGISTERED ENGINEER
<br />J
<br />I
<br />ARCINTECT PMM to SHLRTER
<br />�7
<br />INVALLATNON. WOOD ANCHORS
<br />SEE SCHEDULE ON
<br />ALTERNATE WOOD
<br />(SEE SCEDULE ON
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<br />,.� I 41t• 11O TART HUan
<br />ED
<br />SHEET 1,)
<br />SHEET 11)
<br />\ t I f
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<br />1/4-
<br />MAX.
<br />WOOD HEA011Z
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<br />1
<br />1KOLMIEO
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<br />SCHEDULE ON
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<br />'^' - ISEE SOMMU E ON SHEET
<br />,/aY-m,• V FWc.
<br />1 1 RBWRN 7oGR �') -0
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<br />PANEL IFAGTH
<br />(SSE SGEOIIE
<br />1 -_ IPANEL LENGTH 1
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