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<br />INSIALLAI19N QETAILS FQRSEfUES 2900- & 1900-E-Z H =. C m -0 0-
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<br />INIQ EXISTIN9 WOOQ 51RUCTUREa (C) IQ-IXWIIL-AVO-�M&-$Pf&er-.�o-��-%i-Wn�� = 1�1. _6I1, (D 6
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<br />z - �0�".�� FMJ��� ODMUMEENT (P....) HAS SEEN IERTFIED 11111 00.11111 IN A1C.1 - 1/4 * TAPCON ANCHORS, AS MANUFACTURED BY IJ.W, BUILDD, INC / .E 4: ro 0) 0 -,,M-. U) .—
<br />MAXIMUM A&R. DESIGN PRESSURE R&UNQ (ga.f.) AND ! - 1, ,/**. tm gufws a 0, ox. W/ - - I-------- WITH THE 2020 (7th EOXIION) Or THE FLORVA BUILDING COM THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH _ ft4-10 PANELMATE FEMALS fD AND PATIELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO C mm PROOLim- = LA_
<br />4147 I I . , I
<br />CORRESPONDIRG MAXIMUM PANEL LENGTH -L- SCHEDU ___ - - =:t - - ,;, - 1'�___ 4 - i 1/2' Al� THITIADEI) POCTUITION I T, , r'. � ----- %x. 2-w wCout VELOCITY HURRICANE ZONES (MIAMI-DADE f SRDWARD COUNTIES). - 1/4*0 LAG SCREWS PrO tco.s-
<br />I Ile. L44 7�,�- # 51 O.C. Wf - , , M cc C=
<br />- - I,,, I __ ", To LVISTRIO wm HEADER - " REQUOTED :/4'0 LAC SCRENS 4 IF O.0 W/ DESIGN Am* LOADE SHALL BE DETERMINED AS PER SEC71ON 1609 OF1HE ABOVE MENMONED CODE. FOR A RASIC WIND - 7/10'0 - 5/e WOOD BUSHING. AS (ILSTRIBUTEID BY ALL POW SCREV� BOLT & SPECIALTY GO, CA, Mo C-4
<br />MAXIMUM &S.D. DESIGN EumRE RATINQ (16RAIJ AND CORESENDO MMDQM ANGS � ,�,. �- , I 1/2' MI, 1HRIAbCO FIDE11b,11011 ` - & � I I I FIAT OR 0. MOE � Tjr WL INFLACED PrLR`NMP&` SPEED AS RDDILLRED BY THE� JURISDICTION WHERE STORM PANEL VAU. BE INSTALLED, AM FOR A CARE, CTNAJTY FAMOB (1) -0 0
<br />-2 HANG MM P ..'� _'O IX15-W, WOOD IeACRIR� 11 & C=
<br />FOR SERIES IOQQ12= E ANEL M SM,IEM mmma - � " #14,1, S.M5� 11 - __ TTI EXISTING WOW W-ADER, KO-0.0a. USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM t,A,S�O) W-SIGN PRE$SURC WTINGS INDICATED ON SHEETS CA) JANSIVIll THREAD PENETRATION INTO WOOD OF TAPCOR ANCHORS SHALE, BE 1 1/2" AND 2' 'FOR ELC ELM* Clj C 0 0 -0 ja
<br />SEWNG SC14EDU E FOR INSINUMNS INTO CONMI= ME CONCRETE SM SIR 14 ; , � ;' � , It - 4 EA END OF(D 3. 0 THRU 12 A 17, is, AND PANEINAL-1 E'DEMALE O, C: (1)
<br />I , � I 1 4 4�4, it I* 5,W& yo 3 1 W*4 IN ORDER TO VERRY THE ABOVE OCROPITION, ULTIMATE W-SION WIND LDADS DETERMINED PER ASCE 7-145 SK44 BE FIRST �1: 2 cz) -
<br />� '_ REDUCED TO il4i,b� DESIGN PRESSURE RATING BY AFULTIP VAG THEM BY 0,6 IN ORDER TO COMPARE THESE W/ MAX (A.S 0.) 02) MINIMUM THREADED PENETAXITOR OF LAG SCREW, INTO THE wm FRAME UNIT SHALL OF 0 ZD- = 0 3r.
<br />1".JQNLLEQLm"1 UUIALemAt.m.luRQbff"'--Ibga-N-5d;ELlii 8mup ONLY, I-stimLal I L__ , , - ,---"-"-- / e'T MO, t,ED III) = -=
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<br />, � ,� , 01�11 SAm DESIGN PRICSSIAIT RATINGS WDICAIED ON SHEET ,.4,, a THRU 12 A 17. 19 PENMRATION INTO STUCOG SHALL BE CONSiDEAt - r=
<br />mAaWUIA &S'O. I mo(;�Erm "a Aff 199GI4 - MAXIMUM ANCHCAS SPACING FOR E. D. - 3 312' - ApPuCARE 10 A� ! k ,, IF . 51 1/411-2 - IN." P , ,_4t4*- LAG SCREWS 0 5* O& W/ � 1, , FA m aw 0 IN ORDER !TO VERIFY TW ANCHORS ON THIS P,S". AS It= WERE NOT OVER STRIESSM, A = INCREASE IN ALLOAARI. FD = 0 LL -
<br />PRESSURE TAPCONS CALN's PAIQUATE FEMALE 10 nvmw # & 11 '4 r " " N N - , 'k;sT;W V�_ � -1 STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. FASIENM SPACINO TO WOOD HAS SEEN OFIERMINED IN c,3) MINIMUM EDOC DISTANCE OF LAU SCRMm INTO WOOD SPLALL Of. AS INDICATED IN 7145I OF = LJ - Lm- =
<br />RATING -m Commm TO CONCRETE - PARMAMUE PLUS ANY COMBMT4k LOINXIN 10 (K) � NUTE IAJTIOW) I - ACCORDANCE WITH H.OS. 2018. -5 >
<br />�66.0. -753 70' OR LESS 2 9/tir I Roo, . ,,, V. 3. ,-W a - 1 '-I- , (5 74.) I E DETAIL 1/24 & LONG
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<br />. (P. IF, Q OIL - m."mm, 10 Co"mm m,,,,, TO CONCRETE TO CONCRETE r CONCRETE - - r raw . MIENWILI ,g ,, 1 IS ADEQUACYFOR Wil AND WIND RESISTANCE OAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF C.4) MINWUU PENETRATION OF WOW HUSHING SHALL BE S/V. 1/4' 0-20 SCREWS USED SHJAU BE m %.j ICU
<br />- " - BEED. BLOCK I STORM PAN m
<br />I I i z'W A 3,w, __w_ ON* At- POP -dye, 'N"'L #141-sms . III _l-BRO-W, THE 3OYF MENTIONED CODE AS PER AURtEAR TEST LAS OF SOUTH FLORIDA REPORTS JOET4.01-01 AND #0212-02-09, AS SHOULD STUrCO EXIST, AM I' MINIMUM FOR WALLS WITH NO STUCCO. T1 -
<br />12' N/A ". N/A IV N/A Ir I N/A I' JF 2' (TO-) i X8.0. ? .1 f. MITAWITTIN OF CMEW 0 / 0 EA SNO OF ID I I -I I 1. PER SSTID 12-99 A ASTIM E 3,30-02 STANDARDS, AND AMERICAN TMNG LAS SOUTH FLORIDA REPORT 1,123,01-10 AS PER u . -
<br />r __C - 4T:Ls �
<br />, "I. TIP) ,16 TA 51
<br />70, Olt LESS 1 DDLITO . C & 4'W m 11 - - . CS) lN CASE THAT PRECAST VOW. OR PREt.AST CONCRETE PAT , STUCCO OR WOW BOARDS BE F THE "�p to L_
<br />I I I it* 3 .4 ID" 1. 5" 4- s* A- S (BOTTOM) -:: - - _i;,_ - � , er,��. _�_, I I FLORIDA BUNDVICCODE - ------ - WALL, ANCHORS SHALL BE LOW ENO" TO REACH THE MAIN! STRLICTLIRE BE400 SUCH P =� = = U) a) -am-0
<br />ORES 2000 4 - (SEE W%144 & L I MICH RACE SHALL BE AS MENnONED IN C 1), C 2) & CA) 0-
<br />S�S. MS A WING0417 AT OVERLAP A tOX Of PANEL LENGTH 1. - W.1-11 ! - I I X, Z' .1 NOTT V) CL
<br />* &1w1Aj1F91.1�6%r1/10*F PANEL 12" 12- 61 _, - 9 I - - (-,-I 2. ALL ALUMINUM EXTRUSIONS TO BE $OM-16 A"Y AND TEMPER. (UNLESS OTHERWISE NOTED), SEE SHETY2 to) AN !E cn ZO %u 0-
<br />N A N/A NIA N/A 1 12 1/2' 1 1 7 0/16" "I". I I � I 4"o-vitt. 11 WWI= I 1 3, A-, ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 4104-H14 ALLOY C4ORS SHALL BE NVI&LED FO"OWNG ALL Of THE RECOMMENDATIONS AND SPECIFICATIONS OW INC ANCHOR'S MANUFACffIt ICU
<br />+gB4O, -1EE.3 ___ - - I . - - 70* OR LESS 2 gi?w mf�, SEPARATION ----,,- � III, ..... - 6 PANEI,$ MAY ALSO BE INSTALLED kORFZGN`rAU,Y FOLLOWING INSTALLATION DETAILS SHOWN ON BECTIOV I THROUGH 6 fSHEFFS EIL W �- -0 - 65 <
<br />In. N/A I V/A 2' (BOTTOM) I - - 10 GLAS& i Y�g w V WOO - 4 ALL STEEL SHEET Mtl[AL PANELS SHALL HAVC ETTRUCTLAAL QUALITY STEEL, ASTM A-653 GRACE 50 MINIMUM, 0-60 GALVANI?t�D THROUGH S) EXCEPT THAT 0EADERSQ A (1) SHALL NOT BE USED. - . =
<br />N/A 6 ___T - N/A 3' mpi - SEPARATION - I 12, D,t SIEE_- DEST"IM WIFY- 922 s.. (AFTER ROLLED),
<br />7' -_ I i - ---
<br />N/A I A, 1/2' N/A I 4. 1/2 10 Gum. 1/*_A_2N?4'_rA- ". �
<br />. � - i/,.8E*7-,�1."- a I 2 Ifie uh 9 9. ff SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THESQUINDIFIESS Or THE STRUCTURE 10AME SHUTTER IS TO BE 12
<br />12- 1 N/A 12, N/A 1 9 1/Z' N/A 9 i/2' N/A s (BOTTOM) if R:-.'-' i .� � �1 . � -su AT",- BAT
<br />. I I r 1/4*2 Tot= 5. ALL SCREWS To BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESW.ANT COATED CARBON STEEL AS PER DN UTAC= TO INSURE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME
<br />_____ I ILD
<br />_7_. f - ; d . . I
<br />1 12- I _N/A 12 N/A 1 12- "K, I � 9 SOCTS W/ 50 W YTELLI STRENGTH AND " kst TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA $1.111-DING CODE SECOON
<br />N/A 12' N/A I 4, (lop) MI-1- - - SEPARMION . 2-1 _��3.4 10 EACImi REGULAR STORM PANEL WITH ILENGINSS OVER 90�. AS PER SECTIONS 1, 2. 4. 5, 5 AND ALMINA"IMES IW, 3W A AN ON
<br />. i . I - � 1 - - _.... !!I 2 0/lIL' VII,.
<br />- i - I � - z 10 OLASS, EVERY OVERLAP I, EVERY mow 9 & VOLTS TO BE ASTM A-497 GALVANIZED STETIL, OR Avg 304 SERIES 5TAINLESS STEEL, WITH 36 Uv 41NXW VIELD STRENGTH
<br />___�_�� /1 �, �` I wf'
<br />- -� I - I "SIN. i i SHEETS 4, 5. 6 A 7 RESPECTIVELY'; SHALL HAVE A LEGIBLE APO READILY VISIBLE MARKING INETTRUCTINC OWNER OR TENANT TO
<br />1 1 2. 1 1. 12* 1) I � i I 4( , _- __ _ III SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING
<br />- a 9 I. - - I , I -
<br />11
<br />* LIMITED TO 06�0 pj.�#. AS.D. DES" , PALESSUME RATING __j - 0 1 f I I zi __I i [ , I , If " 7 ANCHORS 10 WALL SHALL BE AS FOLLOWS, IT. THE INSTALLATION CONTRACTOR -11S TO SEAL/CAUIX ALL. SHRITTER CONIPCINETTI EDGES W4ACH REMAIN IN CONTINUOUS �CLNTAC-t WITH
<br />- � 1 f I; �, ; i p I 1, - -L-,'-,'- ;, ., i (A� TQ_Ua�' -40M THE 1AIIIIIING TO PREVENT VAND/tAIN INTRUISPCIN.
<br />I A � I � ' I - 1142'0 TAPCON ANCHOR$ AS MANUFAMNEAD BY Ij,W. BUiLDEX, INC (M-, )'4192 pml.0 12� STOW PANEL INSTALLATION SRALL COMPLY WITH SPECS INDICATED IN THIS ORNAING PLUS ANY OUILOPIG AND ZONING REGULA110-S
<br />FRAME OUTLEENC, 6t .,, " � I - 4 ,eEIIISM�SQ
<br />4 SEE %V!er 26 FOR ANCHORS IYPS & SPACAC to* INSITNUATIONS INTO WOW + REWMICS 1k;A, =ANCE BETWEEN BOTTOM OF PANEL T i I r 0!
<br />AND (1) TO BE, 1/2' i - I I J, - :� . ,_ I : 1/4� x 7/4' CALX-IN ANCHORS, AS MANUFACTURED BY DIEWALI INC, PROVIDED ITT( THE JUINIMTKITI WHERE PERMIT IS APPUED TO,
<br />IIAMMUM, ANNOR SPACINGS ANO NATIVILIM EDGE DISTANCE AM "DEATM 4* THIS I -1 � I I R �, I i/4' v _V4' SOM-WT ANCHLORsi AS DISTRIOUTED By ALL POW SCREW, OOLT A, SPECIALTY C-0.
<br />SCHIEDAM FOR It& LESS THAN IND! ON SCHEDULE REDUCE ANCHOR SAACING I I A ____ 4��M.0 C.,# - I'l, (.) THIS PRODUCT EVALUATION DOCUMENT (P1 0) PREPARED ff, TKS ENGINEER IS, GENERIC AND DOES W, PROVIDE INFORMATION
<br />By SPACING SHM ON SCHEDULE Be THE FIXIONANO FACTORS " I -4 a � E9 1� a, (Mll V.'SOUG P�..,4)
<br />THIS OPMOON TO K POSSIBLE REDUCED SPACING OBTAINED USING FACTOR 14AL11 r � 1 N -1 I i � 11 - 114-10 PANE Tr FEMALE 0 & AANCLVATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRU-CTION PRODUCTS. PUP A SIT- SPECIFIC PROJECT; � 0� WHERE THE $In CONDITIONS DEVIATE FROM THE PmEO,
<br />'TED FOR EACH ANCHOR TYPE AT , , zi 1, - I I I; � __`k j 11 � , _ , (b) CONTRACTOR TO BE RESPONSIBLE FOR 114E SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS- PRODUCT
<br />v___1,1-/_1 - I
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<br />Nor RE UESS THAN MINIMIA61 SPACING RIOKA - ' L i - I�F_r _.] -, - I __ ------..,I ,_ - /A`# ZAhMC NAILIN ANCHORS, AS MANUFACTURED BY DEWALT. 101C,
<br />ANCHORS UECEND ` � ,
<br />- 12
<br />_ , 4,_� DCUMENT
<br />� L � EASED ON THIS P.E.M PROVIDED K/SPE DOES NOT DEVIATE FROM T14E CONDITIONS DETAILED ON THIS D
<br />- � __ --- 1 �� �
<br />- 2 .. 1 , I - I -1 -1 _� - - FOR ELCO PARELMATE AMEN C0145TRUCTIC01 SAFETY AT SITE IS THE CONTRACtOR'S RCSPW,*UtY
<br />L - -1 ;�o - M l�, _ , w- I ____ A 1) MINIMUM EMBEDMENT OF TAW)ON ANCHORS INTO POURED CONCRETE SHALL Of I 3/4. 2
<br />liti I IC
<br />'. ,6 Ile. Of PANEL �_ � � � � ,L- 'I
<br />ANCHOR TYPE _jj�4 ++ REQUIRES MA. DISTANCE BETAECN BOTTOM 8 [ 4 �_ � � � to �, I __ t 11X` FOR WW NAIUN ANCHORS�
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<br />INICON PA"Ablar km 111� I AND Q TO SEf 311V I .111liv i -1.2- t .11 I . I
<br />FEME In 11 . .1 wm JA ELwWj - .--_ I I � _ PEN� ji 75- O.0 __ ,_ 1 - (�) THI� PRODUCT EVAWAIION DOCUMENT WILL BE CONSIDERED LNIAILID IF MODIFIED
<br />0. Mom vAcm IL,I) 3 a 3 21/2 " y 11 ! r' tm I ' ="W!JF:V/1' Al) CALK-N a SOUD-SET ANC"ORS SHALL OF EMBEDDED 7/6' INTO THE POURED CONCRETE NO EVOICOMENT MID
<br />I ___ - __ P, - :11./ .I, , -, i�. � " , j . 81 --- STUCCO SHALL BE PERMJRTED� Itle v-20 SCREWS, USED SHLAU RE I f/2" LONG MFNfMUM SHOULD STUCCO EXIST, <0� SITE 5PEOFTC PROUECPS SHAIA BE PREPARED BY A FLORM REGISTERED ENGINEER 09 AROHI�_ WHIGH W0. BECOME THFE
<br />axwo,PPAR, �� DO z ) 3 3 ,-L - V1q2_1%,!`=v*me1110�d0N 0 __ZJ141644�wmm ,. V/ I t -1, "am m=,
<br />X* MAL$ - I i� 7= QI` �j, V, a0"If
<br />__
<br />�" 0 - - _____ ___ _7__1 " H C" FIAT OR ON COGE , M ,4' - , it , AND I� MINIMUM FOR WALLS WTTH NO STUCCO, AND MAr BE HEADED SCREWS OR ALL THREADED SCREWS W/o HEAD, ENGINEER OF RECORD (ED,R,) MR THE PROQECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />W* w 3 "/2 "a 11 14 - O 4:_ 31A* o W/ 7/8,W/32.
<br />41- 1*1 IT �:-� Imm NOTE 14 mmb*� ',� ') �, , I ii , r 'r 0 Ir ac BUY WITH WINO NUTS PROPER USE OF THE p E�D ENGINEER OF RECORD, ACTIHO AS A DELEGATED ENONEER TO THE
<br />-
<br />AOk&!L$- -NEED . FAMN MX.ftl. two , r � ' I W C,,Pt PiED, ENGINEER, SHAILL SUBMIT 10 'HIS LATTER THE SITE SPECUIC DRAWINGS FOR IREWM,
<br />- � _T ------ � 7E; 1 -!/.* - - - . � l/ AZ) IN CASE THAT PRECAST STIONE, PRECAE3t CONCRETE PANELS, PAVERS. STUCCO OR WOOD OCLAIRETS A FOUND ON THE
<br />, SO -
<br />� - , '/" ml� , PENETFAT 'RE BEHIND SUCH PANELS (O 74S P.E.O. SHALL BEAR THE DATE AND CLANGTRAL %.A& MO SIGNATURE OF THE PROFESSIONAL
<br />, 1/2. �z - - � - �* I= QW& , , , 0 -LAQ =.Q. IT, - W/
<br />- "whmp 4' 7 t ,, C? r ,� W. EXI-SONG WALL OR FLOOR. ANCHORS SKILL BE LONG ENOUGH TO REACH THE MAIN STRUCTU
<br />I'Ir - .w - WA" MQUNTING ��L�Iflrri ALTERNATIVE 2-�ff 1 i � %,L-- "" - MW 2-1" Alocto ' IF R6,41411 0 VICAMPH OF ?`U,Tr " ANCHORAGE SHALL HE AS MENTIONED h A,I) AND IN Am2), CIALINEER Of RECORD THAT PREPARED IT
<br />r 1w INEAUAWN SCALE I/#-.!- I i �, , OF ON WGIF
<br />I PLATE REOUiAED RAT
<br />- �� L _# 14. SHUTTER MANUFACIURIER'S LABEL SHAU� BE LOCATED ON A READILY VISIBLE LOCATICIN AT STORM
<br />_�_ - . L 1, ., it , (a) ,AlaUN2-cgwacLAXVLW-A,iL-AAN--�-W PANEL SHUTTER IN ACCORDANCE VATH SECTION 1709.9.2 OF FLORIDA BUILDING CODE� ONE LABEL
<br />I 3 I/v i: 1 I I= I - I jm ALTERN6ME I "w , � BUIL12-0i MINTING - 1/4- IT TAPCON ANCHORS AS MMUFACIURED BY I I W BUILD", iNC�
<br />SCALE 1/4-.i- , w LL RE PLAr SECTION 17099.3 OF THE
<br />. . 1, 9,44M. CEO FOR EVERY OPENINC, LABEUNG TO tIOMPLY W11i -
<br />I 1 , I - 1/,r a * 1,18 , CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT. INC, FLORIDA BUILDING COGEr
<br />1= - ____ I � I lingo Alow - t/,f'0 X .�,/., $01.10-SEI AAC40ni AS DISTRIBUTED Off ALL POINT SCREW. DOLT A SPECIALTY Cc,
<br />,. , �_ - A �FIVE - 01,I-To PATHELMATE FEMALE ID AND PANELVATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSNUaTION P4�W04111jujo,
<br />', 4, , -. - . ,
<br />14104041", 1. WDLUATIONS ARE ONLY VAUD IFOR . MI"', I
<br />NELV
<br />LE=WFTN A,$ D� D ... ILOMIANAH'i, n..`1HA_ ."Al. ZAAANC RAILIN ANCHORS, AS MAW�FAaUAED BY DIEWAL1, (MV 1p.�W% - W
<br />n�, Tj �Av, UP 10 +tGO, -7&3 P.t AND UP to 5� O"N LOA,% sr �', '-`�� , "t , , - - IL smC I/A - T/v 0 'sV"'tn!�:.N
<br />, 0 E ,"a� h T, -.0, SCALE lle�l- WR.6tr '.
<br />- ��z It N, 21 FOR #IV* Now TO BE Sour"ERN a I .1 ;. % it '9-m III,,) MINIMUM EMBEDMENT UPTAKON ANCHORS, VLCO PlAvELMATMANC, ZAAAAC "LIN ANCHOR. INTO THE ( I,4 p .
<br />�,,� If , ,
<br />�,
<br />lti_,*�_' =14% MU"'Im. semps `_'� .� I BLOCK UNIT SHALL BE I 1/*' 14z - FLORIDA BUILDING CODE Lkan High Valazlity Nut cone Zone),
<br />�\C,EN$j`�P'\ - P�NE No. 2- W/ I 'r , - -,"*I`,` �. s . *MO 14=, m rA,
<br />114, 1. FLORIDA BUILDING CODE (Mgh Velach mv loans Z0101 , - . FLORIDA BUILDING CODE (H;gh Velocity No 'cone Zone) -; V,44 67 " S 24 WE GALVANIZED STEEL STORM PANEL
<br />_- �' " � f ..- . I ---- at. 2) CALK-i" * SwD-su AmmoRs SHALL BE Emamm 7/r ifiro --mr coNcRm, swcx uw. . - DFAIINA fW1
<br />A I No. -am Wavc, iNc. 20 WE GALVANIZED . -"- �M; TV 1p STUCCO SHALL BE PERMITTED 1/4' F-20 SCREWS USED SHALL WE I 'Ir I-ONG ND
<br />I ... = : No 4 .. S MINIMUM S� 0 f X1 ST, *
<br />= " :*= STEEL STORM PANEL - 111� I'll4w, <4NF�f�
<br />z * * OR" LLrX2 =*. 1* - 20 GAGE GALVANIZED STEEL STORM PANEL , - w/v/moto
<br />0 r%M AT TOP AS 1�,�$-. S F -_ -m- -
<br />- I � - Ww . BASED CH -um _NCAwF` -_ , . * B DRIO, fi" - AND I* MINIMUM FOR WALLS WITH NO STUCCO- - GLOBAL PROTECTION PRODUCTS. U.C. o"T,
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<br />S �0 *� si LTE 0 (�� .3S C RECUM . 61T��_,T�kvc?..,u_ - - -w �. 11 VRW
<br />. I ND" Ut t / _\ GLOBAL PROTEC'n Il, STFIETY "IntlImc kL�T) IN OASE THAT PRECAST STONE, OR FAP5^�ASI` CONCRETE PAN". STUCCiO 'OR WOW BOARDS BE PrOZ:.V ^ ` "GLIT TIRF1111AP & Iu`KlI._ -
<br />-, �__:-_ , JE - PROTECTION PRODUCTS, LLC. 'VAfV __ __ 111� I LIN ON PRODUCTS. LLCI illm %. � 8 t ,,. _Y42-;1� 0.1L `L =1. 20-175
<br />., -
<br />I�V5%- PtFim'?W&A� , 111W CO 1144: \ GLOBAL Am S.W. 5, STREET 14 f) Lit / 11LIECO C E,ISTAIC WALL, ANCHORS SHALL BE I= ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUC .( - - - - .t4m 4) ;'I'A. � ,, - Foumll D0")60Q_7*w ,ft v_)a".Hv§7
<br />-;v a-e , _V � WNW. , .. RIZIE.LW-1216511190LIEL ALURUM TOP �:`, Q -my Allot 1',", ANCHORAGE NMI BE AS MENTIONED LN 8-1) AND IN 8.2) 1 i - 11 - - OW: 4w FILM 0.4NA1 .
<br />. � I TuIr n cA-0amn'.
<br />POPE 20-176 ; .m A, t,*� ,comov, I "1111011;1,11.111+0011, - -It
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<br />(SEALE 1/2-i-) . PANELS INSTA"OON IKQ KWM CONCRETE. r&b=EM B=X A "OD (t) ANCHORS (SEE SCHEDULE ON Iw11* 2w '. . IMTQ POURED CQNCREIE OR ONSCHEIE BLOCK 5IRUCTURES
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<br />—.--- INSIALLATION 0EINAU FOR BEQULM PANEL X - _111 INSTALLATION DETAILS FOR REGULA PANEL (1� ____ - I .__
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<br />INTO POURED CONCRETE OR CONCRETE B=K STRQCjLJRE5 I - . I I INTO W0QQ STRUCTUREa � - -- I � ---'7,, -- _.___T_ 111 ------- � ... _��, - 1.__i�l . .______.___ I INSTALLAIMN 12EIAILS FOR REGULAR PANEL M- I INTO WOO
<br />,,, 7 - 7"., , - 7 , :�-,- I I -, . ,; � . � � Min_ I - I
<br />, I � . I . , I SEPARATION - , ,
<br />'� q�� . � 1) - ��_,
<br />__.. ciii I I I/ - - � I
<br />ALTERNATE CONCRETE - � . _�i'� � WOW ANCHORS - - I -I- III --- - M GLAM ____ I � ,_ I �11 :
<br />I '-TSEE SCHEDULE ON �',, � I EE SO , ; �, 2 ALTERNATE =
<br />0TOTS LOCATI � - 0 � , I - il- 1,41-2ml. F (S 4EDUu I 11'1� I I : ,-,
<br />__� l 11 � � '. , , . , - I " � � 4) S.S. ON SwxT 3) - �. I I - � r __17_-_-__1, 1 4 � : - 0011NIMEN
<br />. I " sm em. I , 1
<br />EDULA ON -1 SOL vw, I I
<br />, " � � SHEET it) - I we , I � - - _,',�, , " .: e , �� ' MI ,- I I
<br />CONIC E ANCHORS � SEE SCH - , .... I ,11 - a . - L 4".8, ww arw& I
<br />.,� �� I . � �,, -1 11 i , a i/C O& I I v. I
<br />(SEE RET EXISTING POURED OCWGREfE,_ - , -- � I., aw - -
<br />� EXISTING POURED CONCRETE- ; $HCEIS 9 THROUGH 10) OR CONCRETE ELLOC9 e-,',��-- 0 - ,,, ,I i p_.-.,j_ , � + =%:-, ADVOLEAM OF EXISITINt WOW ' ,/�/ ,_ 'i ,i �, , I I
<br />so SCHEDULE otf ` I 11� I -1 'i", � . - �� (n _60
<br />EETS 0 THROUGH 10�, OR CONCRETE, BLOCK � REQULJLEO� " � , � 1'�,�' � , I ,� I ; I I BEAM TO BE CERTIFIED BY - I I 7
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<br />I
<br />---C,D. I � � 11 itl __ , , " , ; t ,� I REC157ERO ENGINEER '�' ,��e -,-, I, , , N 1� I __
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<br />EXISTING ADORED , , � I � , , I , I 11 r,; � �, . r " , M , -, ------,, 1 "'--,- I I L. a)
<br />REQUIRED, �U �� �, , 51 I t �,_],__ 1! Mo. ,
<br />-1 � "MNATE LEG CONCRETE ANCHORS �1, WOOD - �,,� 11 - I 1, I I I PANEL LENGTH ARCHITECT mow TO SHM __ �, ��, � � , 0
<br />, 'T ", I , 1 20 WOOD ANCHORS - _�,_ �,�' � �� - --- ,
<br />i I I lxmvl� - - ____ " : (SEE SCHEDULE
<br />11- I , REOUIW�T 11 _ �, i . � L I wSTALLKETCLA. ,_', , , . - I' ML,L -
<br />I I I "I'll, � I I W .1 � 1/4' 11 �11 I I _______-4VIb-'-- ON SSHEET I WOW ANCHORS �� -, I
<br />--l- I E STOUL, 'IN __ , " ON . t � PM � � E MI* KY. WAS10 WEAD (D (D
<br /> SM13171. '0 _r
<br />,El -,-,2 - , ANCHORS ALTERNATE
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<br />'5� .. I .- 4 " -- 1, - �, -3 , ��� , SHEET it) i I e SEE SCHEDULE ON (SEE ScHwuu: ON " I I I !I, � -ED -
<br />"A", '4," ,, p i- 14 Mo. I , 0 A" I �
<br />I -;- I __ - , IiII :t� 1 1 ! I - SHEET 11) SHEET I 1) . . - I I �`ED_7;1_4 It/.--2olv- " " W/ NUT
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<br />_ " -4 W." HIA 1.14M HAD _01 , Or� I
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<br />It - . . I - I MKIC. _ - ,,, M��_. - --I 1� � �. , �! I - - L - -'--- -- I " L' -__ pf , .
<br />_, CONCRETE ANCHORS r .r - , � 1- � , � �,
<br />__ - -----,. , " , � WOW HEAD - - - �
<br />v -I C ��, - - : , A EQ; --!!!d i 1/4. WOOD HEAD ,
<br />I ��'(SE - , I ! p � - , REQUIRED . , I I - - --- I - __ I - ____ ---- -- I
<br />I --- __ � __ t I , - I � ,�, i � ----- 'FE_ I REQUIRED A )� 'i Ar
<br />� TZZ1, 10) - -, - I I . �, � 1 [ � - __ -- ' _= - f -- � Z == i - 7 =, I - _MAX--_-___1..-
<br />I 11 . i z 11 I r, I I � I ; : � � - I - *__ _ 1�41-IIQWI'
<br />I -� " i - .i - . - - - T ED, , -L I I i .vic, !
<br />i -) __� 08, " I
<br />.1 L � I �. . 1� I 'L e. - "'U" _+__0 —
<br />a (��71 f 6 � ,-,�", � . V Ill". L , - 4 - I I � . �Rjj , I ! $114
<br />� A : WOOD ANCHORS I
<br />i � � -,.,-�tf,� �/,""""i , : PANEL LENGTH u - : !h I ' I" MAY. LONG AI_UMNUM SPACERS 0 V2 1/2' i (SEE SCHEDULE j
<br />� � /r, � I � ::: 4 (SEE SCHEDULE I I I I i � � i ,� � � � " 14 i I r � Cu
<br />ffmpoi 1 --cl ) � E-P. �,,',�, I ON SHEET, 'I Him � r i f�� _"04� (SEE TABLE 01 ON SHEET 11�) . SHEET 41) � i
<br />:7 MIA � � � ,I I ,
<br />4 -
<br />g Es � !i `�, ) � :�� � I 1/2' LONG SLOEVES, EPARATION T I ; 0�1 � -, i = :>
<br />,,J� - 1 . I � I � ." " MI., .
<br />I i , "�, f4i, � : FOR PACE I __,O) I � SEE NOTE - BELOW FOR LIMITATIONS FOR !
<br />t - 4 m � I , , ,�I�11, I � r1t)
<br />,,, L SEPAIFATION A TO OLAEES� - f PANEL LENGTH LEN"i � - CLASS. .. I �
<br />I '�11'�", ,,� - I MW It SCPARATTDN I 'L� MAX, 11 ILI MAX. 10 ='" 7 � t
<br />i �1�1�?�11�� ."I'l -10 I i TO MASS. 0 ION $KEYS lm_ � T � � t i� O� � -T -
<br />�, a 1 � SCHEOULF, "_ , , SCHEDULE I I �
<br />It K ". 1 �, TTON TO GLASS ', B A log . 0
<br />I�L I IT (SEE I
<br />EL L , - "" �� "�, ' '_�, . A' P1 I I i PANEL A
<br />: : (SEE SCRED , (SEE SCHEDULE (SEE SCHEDULE It J! 1 _FAREL MATE FEMALE 10 0 PANEL MATE I .
<br />-
<br />I ` I ="-41� � W121AW 1 z.=;'o : - -I .j I Zml SPA03 ON S14EET 3) � ON SHEET 3) C. - __�__.__ -1 ! - ON 5 E 3) - � 1 � I ON SHEET 3� iil'-.� i Mml 5L M TO CLASS.
<br />- 'I-_ -_ --- .1.4 %* M - - I I - 1 lzz r.
<br />I -1 (SEE SCHEDULE ON I ��,rAll , .. = PAWL . I I � .� i ; PLUS SEE SCHEDULE ON SHEET I 1) 4 .L ... ... I- - . r , tsn_ scHEDLU ON SHEET 3) ILI mm, L_
<br />I 1 I 1; w I), I 111 - , 'I L 4 . � I I
<br />PANEL LE14M -..-.. . - . 1. Mo. I I - qh- I -. ao
<br />4 - SHEET 31 .. .. I - I -11 -1 : I f , 4 �_ __ 1 1 f PANEL LENOTH
<br />4 2 - -L ;� -4,- V, 0 1-C J- tL - - -_j._ I I 'M Mi., : '-' 4 . c MAX. ____ � __ i� -,-.,...I - ZMM (SEE SCHEDULE
<br />I -_-A I UDGFH DOW 1-in I I I - ,I � , I .. ! #w_,I___t______-- - --- L____ - ; OL
<br />a . - i � : (SEE SCHEDULE lt PANEL I&&"" (1, - i�ll 0 1 SEP I W=I4l O:a
<br />SCHEDULE , ___ ____ I TLAX I � � PANEL LENGTH - - I 7�n
<br />: I � I __ - -I - - � . i I ON SHEET 3)
<br />; L ' ME'j. - - L- I 11, - f- - --I ON �, ,3) ! - � I - M. TO (SEE SCHEDULE
<br />,il. [ ON SHM 3) 1 1 i (SEE - I - i =_111 DUS71NG 1 2*94" W6W -
<br />N SEPARATION I I , UT.119 sm"'Ll �, E�XwNq 21 -- -_ GLASS ;4SEE SCk1ECUUE_ i PLATE REQUIRED I i : ON SHEET 3) 9A.SPi _J___._ ___ __ 0_
<br />TO GLASS. I i MASS , -_ ; _ - - -_ 4 , ; -(_j) F__ ___ i . I L
<br />11 -1 -1 L ,-L'----
<br />I SEE SCHEDULE - T t___._`_ =� r I ON SHEET 3) ' ----- - - I—
<br />_A', .. ...... . -- ,-,--_.j ,-, -, - -I----I I , DIRECT MOU SPACER 6A Y� � I I
<br />t *Y� .. ...... .. - I I It I c I I I I
<br />ON SHEET 3) I � F � I I A - �___-.'� -_ �_' - `
<br />__ I * I I __ �V�11 �
<br />I --- � ; AUERHMI-21W! - I I I �
<br />I i 56X 1 - _'11) OF _L_ __01 11, "" I i
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<br />, , " I _0) � I i - --if _01 or It, I
<br />m t� I '� '`�-�""L- "' ��: - 0 I � � 4i, SCALE 3/8.i, 11 $01c � 0 a -
<br />I I OF .,-- I `�`,',',�`,,", '_'�'?,� Mo. �" --,-,g,' � I ,
<br />I MAX -,� .'T,,'.�,,�t�� " ," i I ; i z
<br />'
<br />0 40 - L I - - 'f� ; �V,&', I , 'Iii 1�f.`� 0�11 1LOX v J J, I I SEE TABILE'Al ON SHM I IL FOR MAX, PANEL LENGTHS 46, OF IV � I
<br />_ I ,. ,5,i, SPACER i � I IT 56X 1 I- r- 'I 0 12 f/2- O.0 7 1 � � 0
<br />R _ , I � E.O I 111 � , i � a I " INSTALLATION, 14 __@ I �
<br />It __ - � , � i - __I � It or V � i\ ,,, � I - .
<br />ED ,� 1� I - I I
<br />` � , If I � a 12 1120 O.C, � - ' __ - --- --A------ L �
<br />t � �� i MAX I I MAX. - - � ,, , I_
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<br />14 _ I I . I I I i I 04--L i�_ '" 10 1. I (D S
<br />,2- i --- ---- I@ IF , �
<br />� �m -1 . I I 11. -1 4; - �'��, _L /A I I I __ I .
<br />I - - J I I - t ::::zz: � 1, I .", I ;i I a 12 1/2- Oir i I ._ - - I 7_�r� ' - .... � I - __ _ I "/r-2w,
<br />I ___ . - L - VION �= - � I �, _� I --- 150 _v
<br />.1 I � ,e .w SOLYS -0
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<br />: _! -4, ' , L! - ________ , . � � STAGGERED W/ STAND , 2 i� W
<br />- " on I L" __ ,.% � ; _ � �
<br />_- CONCRETE A.4CHOFS _�'_f/'��' L CONCRETE ANCH "I L ! -'--- -- 'J - I i � : : ' L I , =5 `� . _- L - -I-- - --- i
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<br />EXISTING; POURED, 1. �_ ��, (SEE: SCHEDULE ON ,,'�,.�-/,�; - (SEE SCHEDULE ON . -_ I WOOD ANCHORS �fte_j
<br />CONCRETE � 11. OR SEALS SIPIEETS 9 -144OUGH 10) ;_%111,,� C4. SHEETS 9 - 2 1/8- LONG MIX. ALUMINUM L- - - - 1 j- --I..------. I " 4
<br />OF WALL �11 9 RACERS 0 & 1/4- O-C. VAUD FOR �"_ , : � '.1 � . SPACE" 9A MAY BE I fIr LOW W,. I - *ODD , I : � I j �� I
<br />RECUIRED __ T� " �� 0 2. 0
<br />" "�%_� L_
<br />; -�� �L &WITIO POURED CONCRETE ALL DESIGN Log* AND PARR I �'11 ", 27XS
<br />. _,�- I -,- I (SEE SCHEDULE ON � __1 --- I � ---- i � . � L
<br />i ' - * � f --- SHEET I 1) I I � 2'.4' WOW - 17' ' � L "
<br />I In EXISPNO, POURED CONCRETE I 1 1 1 1 I 11 (1) INSTALLATION MI 1=100,�Elmr _w I .. __ DECK R � _ _ _ � , WIDDO A14CHM
<br />11 `,.-'. �1_1;_ LENGTH$ PER SHEET a, i � � I -- - - RECTUM , i '
<br />. �%' *1w.L 1 �,-, � , � , � ,?"' (SEE SCHEDULE ON
<br />zz 11 , ,- -_ I k , S As��
<br />C E mcso� ; � EQUM� of? CONEREn BLOCK 2'W4' WOOD __ ,,� I � � I �1 , _(�) MIN, JACAN ow FR=51 ANICHM L 'L'-,-.,,--- � ��I' , I ,� �!! SHEET
<br />_" "I 11 I PLOUTE L, i I � , � I i ; F � emsom HOINT, commucalf memomso, on 54M FT), I (SEE SOM DA!_," � . " Cz 0-
<br /> 1-1
<br />- ,,-.A � " tiL � - _=r11D11E'. ;
<br />, 11 REOUSNOT. 1; W, LEND ALUMINUM SPACERS 0 REQUIRED i , '. T � � RED ./ I. Z,_=L_= _ LE 't-==-,_ , I ,, � I 11)
<br />LE ON 1. ,- I � , I SHEET I 1)
<br />H - --..LD- � � , _ 1/2* ETC, (SEE 'TABU #1 ON I" � ; , ; ,,, , 4 "-I , Q4� WOOD ", .-
<br />SH 0 (JOH 10) SHEETS s At 10,7 , , I I ,1� � OND REOVIRED AIMALE 10 OR I �
<br />� _� 4 1 1 w AS THE mumm . "011W , , � *111 "I
<br />I 1 � . I (SEE SCHEDULE 1. - L-1, , I � I "I P*m`E0L10Ec`tC`pw4m1H`wu== L. ITT . I C� : , , -
<br />'I., �_, � � � ii I SHEET I 1) 000m Ifft I I =X1 A, mmmmo FROM ft TIr 04, VAMO = ON I ,----e ui- - .)� [ 0 a)
<br />, � 1 4 . �
<br />I I :
<br />"" � �, I
<br />MUNG AND FLOOR MQUNTINfi fh HE a NT114G WALL MOUNTING IDIR WISPACERS (M OR . � , 1 � � t (1) = AM DESIGN PRESSURE
<br />; � __ I � 15 "m -45 w m Cn
<br />I
<br />i � . - j 1 (3) MAL 24 ME POOL L04M IS UMM TO SEP AT ANY GPDANG
<br />im %m - - __ � __- .. � - i " 6 A NISTITTICION FROM LARM PANEL LOMM ALLOWED ON
<br />SCAUE 3/8- I' SCALE 3/8-1* SCALE 3/8-1- .. GO OPAN STOW PANEL LENGTH IS 1 WALL MOUNT Mo I SWUIAL sLw I 1)� I co
<br />I 11, I M�G OR !i 6NQ EUM UWMNG BUILD -OUT MOUNTING L.
<br />43) 1 (4) X%CDOW Elf COAPONEXT #M SHALL TO AS INCICATED ON
<br />SOW PANEL ; A E51 UNIT I
<br />I WALL mQuama _zw WE=
<br />"a AN .w=.ts.Em. 1 SCALE ITEN I
<br />� i ,1/8-1- I Y" 16 we mm., 11, 11 111wr SIT zwoll --- SCALE 3/13-1� " fn
<br />L
<br />� C-12N S NO.) Or ;r"m I 00".00011% SCALE 3/4-il
<br />SME 3/8-1- 1 w ;;" ry�,,&-�,,,.-IE - 1 SIALImm 4;:r A" THE U" (NIA U I I vk P, r - 4
<br />� MATHOHIN,% 1 '14,
<br />WIMITHHUN'T, 0 1 ,!P� . . - - :..!,
<br />106-01 I . - , 4 , .. F�-N
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<br />�<Z,�� A - PIZ t__ ____ A. Tl� I q, 11__1____._ ______,_1 .,., \�OENI�:%,,�11_ Lu
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<br />1 I.. I'- A/ \ . ,,XCEN Nm I .
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<br />"Al"I 01 I ... * * Is, NDTES�l - 4\p jQE__sfjuJwz Z*- NO. 44167 15
<br />IF *�` lIptly .� . - I %, FLORIDA BUILDING CODE (Non High Velocity Nor co, DMONAvo- 1. -
<br />. 'r Z FLORIDA BUILDING CODE (Non High Vol*Wwfy Hu lCome Zone) , T * Am Zone) s FLORIDA BUILDING CODE LNon High Veloci2 Hur 'callis Zont)l
<br />41 ____ f - _____ I 1. INSTALLATION ARE ONLY VALID FOR MAX. ks'o. = :
<br />mr : o.4416 I .. S cam 1401100. AKF 24 GAGE GALVANIZED STEEL STORM PANEL rA KUM-MR COMMSAMN. or SECIM: I . INSTALLATION ARE ORLY VALID FOR MAX, ALS,D. f -* No. 44167 mm lx=G, AC. T, TOP & BOTTOM, MOUNTINGS CAN BE DESIGN PRESSURE RALTING (p-s,f) AND PANEL LENGTHS :* -Z -m I&=. INC, 24 GADE GALVANIZED STEEL STORM PANEL ". <
<br />B*1 POR"OHN O, =*: 24 GAGE GALVANIZED STEEL STORM PANEL DWAWI 91, 10"... Sum or - I TRAWAI BY
<br />Jr !*i DESIGN PRESSURE RATING (pis.f) AND PME! LENGTHS - : = COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 - .-'a. f
<br />= .. . - *- A =
<br />NOTE Ma OMMMON OF $ECTION-5- t . ; . __ 07/27/2"m TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT rOR = '. * .*= 07/27j2M INSTALLATION. 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD 11 S. -�!� ,4,,- - ,:�:- :�> GLOBAL PROTECTION PRODUCTS, I.I.C. '
<br />STATE Of-_, F! GLOBAL PROTECTION wx.� I -2$ '. STATE 01�� GLOBAL PROTECTION PRODUCTS, LIC. F C . EVIL-
<br />ir- U; 1.1- - .. .j -1. z
<br />__
<br />1,� . ��__ � 11LIECO. PRODUCTS, LLC. COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) _J� - 11LIECOm, L — z . Am E.W. Ill 11"m
<br />E.D, -( EDGE DISTANCE I,-, , 7 TLAIL _ CAM I MEMBERS TO BE SOUT I
<br />SEE SCHED LE ON TOP & BOTTOM MOUNTINGS CAN BE _ . 41100 ". 61 - __ ___ INSTALLATIft _i__�_ ow sx 5 sqw DENSITY OF 0.55 OR /0 AL G
<br />�- I. 7ve�
<br />SHEETS 19 U& 10) COMBINED ON ANY WAY TO SUIT ANY % .�ORIU,7, ?I -I'- WIN'& r. Wi4 - - nu.FT ,,,S,,eIiI_. x�w,CCft=0TrY IT am F. 31,3114
<br />Cj A.- 1: 20-175 1 1 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD I& P'VAMt, 0S. Oww. F_ mi, ), 20-17 1 # 00001 .��'z -As, TAX, (9,H)m 20-175
<br />__ -I'- (054)SIN-7645, FAX: (954160-6197 � �,^till �T.!I:!i�ixll /cpl� _ - W,i Mme-15m m Cus. _'m Flevc- Oletymm-7S -am
<br />xow P.t.m, .IVH P-Ow- , _" " r-r-I
<br />INSTALLATION. Ir I - _%=r -.I � I - 11 l`W`W,Il� I "- ow.m ft� MEMBERS 70 BE SOUTHICRN PINE No 2A W/ SPECIFIC �, 10m. __ -.1 � I 5 __ . . - - NI, <
<br />mmVfx�szWWLTPFrinmTr ol-INK11,111 -1- DENSITY OF 0.55 OR -_ P;L &m/=plAT.ft/bATE elk-Dowls T"
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<br />I ... � ,� �EQUAI_i 1F`Nm_hA7a%%;�;;4_-_/-- - Wv'i� " Z *mA-Lkr j 4.12 1 . I _j
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<br />__ - , , " , WALTER A, � ) ___"`��`M_ M _EL�z!==u - - I *U nj�t -
<br />I ___ 1111- R1 a E , f I I . ... , =. :e-J-11 I I ____ __ - I 0-
<br />SHEET NO.
<br />I SH 1 .3
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