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HomeMy WebLinkAboutProduct Approval GENERAL MOTES: 1.erLTtwL H.V.�AGG2AIX04 SHDTTQt SYBSEIi s1toYRR oN ttns PRODUCE E1TAI.UATtON 00nIY>7tf.¢+.ED 1. HAS DSBN VSRnED FOR CONPUANCr IN AWCORWNCE WITH TIB 2017 rot+BDTIDV)OF THE nARIDA eLRL00NG 000E THIS ACCORWGN st1U11Et SYSTEM SHML AGT K NSTALLED AT MOH vEEtt,OOCaI11iY7 H4wA�zR1C1wE m?�9. OEM WIND I&=SPALL.BE DETER100 AS PER SECTION IBUD Or THE ABOVE MENTIONED CODE,FOR A 81440 MND SPEED REOW ED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS 8C INSTALLED ON A ORECDCNALTV FACTOR 104-0.80,USM ASCE 7-10 AND SMALL HER EXCEED THE MAMUM(X&D.)DES' PRESSURE RATNDS ROOKTED ON SHEETS It THRI 15. 19 MR 20. ARFA i! V mAn " 94 ORIDEEt 10 VERIFY TRE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 BALL BS FIRST REDUCED TO A.I.D.DCMON WIND LOADS BY MULTIPLYING THEM K 0.6 IN ORDTORTD CONPAAE THESE W/MAX.(A£.D)DESMON PRESSURE f^"US INDICATED ON SHEERS I 1 THRU 15. 19& 20. QDVAL NOTES SHEET 1 IN ORDER TO VERIFY TERT COMPONENTS AIG ANCHORS ON TAB P.EO.,AS TESTED.WERE NOT OVER STRESSED,A 33 x INCRINSE IN ALLOWABLE STRESS FOR WING LOADS WU6 am USED N THEIR SYSIMM COMPONENYS 1-20 SHEET 2 ANALYSES MOVE.M.A MND DURATION FACTOR CD.I.OD WAS USED FOR VC4RCATION Or FASTEHEIG N YOOJ. SYSTEM COMPONENTS 21-37 SKMT 3 ROSPA H.V."CROION EMITTER SYSTM ADEQUACY FOR VND AND LARGE MISSILE IMPACT LOAD HAS BEEN VE70RED IN ACCORDANCE IVRH SECTION 1609.1.2 OF BE ADOW MENTIONED*DQE AS PER TYPICAL,SHUTTER ASSEMBLY 38-44 SHEET 4 ATL RE 4)M* TYPICAL WINDOW BLADEC&WNWIV DETAIL -HV BLADE a #0114,01-03./0716.01-03.#tOO4.01-03,#1214.01-93,#0317.02-05, PHUOI-10 AND#0210AT-11 AS PER TAS-401,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1a0e AM O• �,�,i S,i1 MQz..r n..KV VANUw BLADE AND E-1996 SFAWDARD9(MISSILE LEVEL D.WINO ZONES 1.2 11;3)a#1220.01-10 AS PER TAS 201,1D3 Ai 203 PROTOCOLS LARGE MOSILL (WHERE APPLIGABW -MV WINDOW WIDE 0 JOSOSAI-08 AS PER ASTM E-18SO AND E-1600 OUSSILE LEVEL.D.WIND ZONES 1.L 3)tLABC PROTECTION ONLY AM#070.01-68 AS PER TAS 202 PROIOCCL. TIPICAL SHURER ELEVATION &N016 ON LACUS SHEET 5 INSTALLATION DETAILS A-F.CONCREIE/ELOCK SHEFT S 2.MY BLADE(D ARO W WIDOW BLADE a ARE ENGINEERED TO WORK IN UNISON MR MH OTHER UNDER THE GENERAL LIMITATIONS AND CONDMONS OF USE INGww ON 94ELT Ui RXIAL ATIoN DETALS C-M. CONCRVE/OLocK SHEET 7 CENTERMATE DETAILS HV SET B 3.BERTHA KV.ACCORDION PINS(MI SCRIDS),USED AT BLADES KNUCKLE AND FOR ERECT MOUNT CONNECII?N TO TRACKS SKILL BE#102.73'AND#1491.75-RESPEGRVELY.410-HT MNNUM SERIES ComMATE ALTERNATING DETAILS HV SHEET B STAINLESS STM SCREWS WITH 135.0 k3T YIELD STRINORH AND 160 ktt TENSILE STRENGTH.PNS SHALL ES COOED WITH BERDIA FAA CACROSHELD COATMO SYSTEM AS Mw FACTORED Or APPROVED COATING APPLICATORS.REGISTERED WITH AUICAN SHUTM SYSTEMS ASSOCIATION. PINS MUST BEAR THE KY MA/00N0 ON THOR HEAD. END CONNECIION DETAILS 1-6,CONCFVVBWCK SHEET 10 4.ALL ALUMINUM EXTRUSIONS SHALL K ALNMNNUM ASSDCIATM AUAr AND TEMPER AS INCICATEII ON SHELT6 2 AND 3.MINIMUM YIELD STN(EKGTH FOR e0&3-TS ALLOY S 304 IW AND 35.7 Ini FOR MAKiMUN SPAN TABLES SHEET 11 WOS-TS ALLOY. ANCHOR SCHEDULE- CONCRETE& BLUCJ( SHEET 12 S.ALL SCREWS TO BE SfNMESS SRR 304 OR 310 AISI SERIES OR CORROSON RESISTANT COATED CARBON SiEEL AS PER DIN 50018 WITH 50 Tot MAK Y,ELD STMCM AND 20 td MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL CNAPLY W/FLORIDA BUILDING CODE SECTION 2411.3.5.4, ANCHOR SCMEDt11.E- CONCRETE& BLOCK SNE#? 14 0,DOLTS TO BE ASTM 11-307 GALVAN IM STEEL..OR 1115!304 OR 316 SERIES STNNLM SIEEL.WITH 35 W MINIMUM YIELD STRDNOTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOMNO SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE O: 1213.14.15 AND 70 INSTALLATION OUAILS N-R.WOOD SHEET to NSTALWION OEVOLS S-X, WOOD SHEET 17 HV BLADE t3' Nt+j)i WORKING N UNISON:12, 13 k 15 END,CONNECTION DETAILS 7-12 It X,WOOD SHEET is 6.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6779402.COMPONENTS OF THS APPROVAL ARE COVERED,N WHOLE OR IN PART BY UJS-PART#V450,179 ISSUED TO EASTERN METAL SUPPLY,NC. AREA ,<. f(1/ WINDOW BLaDE R ONLY G.T SMALL BE THE RESPONSISLTY OF THE CONTRACTOR TO%VM THE SOUNDNESS OF THE STRUCTURE WHOLE SHUTTER IS TO ES ATTACHED TO INSURE PROPER ANCHORAGE-CONTRACTOR TO SEAL/CAULK SHEET 10 ALL SHUTTER CMWONFNT EDGES WHICH REMAIN,1NRU FASTENING I CONFIMUOUS CONTACT WITH THE BURNING TO PRE-01 ""RAIN INTRUSION, TYPICAL SHUTTER ELEVATION 10.EACH UNIT MUST BEAR PUNAMENT LABEL IN A Y1SIMI PLACE 10TH WARDING NOTE: DURING PERIODS OF HURIRIIwE WARNINGS HOME OWNER. TENANT,OR OTHERS,NU5T PROPERLY CLOSE ALL HV TWO HU AREA 4• 14V WINDOW RLADE(D ONLY COMRMATTS AND E]NOME OR LOCK ALL NV AND X0.4006. -- INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 11.SHUTTER tNAMIfACTU1IERBEL'S LASHALL BE LOCATED ON A READILY VIS19LE tAG4T10N 117 ACORDIO4 OSHUERR W ACCORDANCE LATH SECTION 1700.0.3 OF FLORIDA0.11.1111a CODE,ONE LIBEL SMALL BE PLACED MR EVERY OPENING.LABELING TO COMPLY WITH SECTION 110022 OF THE FLORIDA SJILIUWO CODE 12.BERTHA N.V.ACCORDION SHUTTER SYSTEMS INSIALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BULGING AND 20141NO REGULATIONS PRONGED BY THE JURNWIONN WHERE PERMIT 5 APPLIED TO. 13.(o)THIS P.E.D.PREPARED BY THIS EMONIER S GENERIC AND DOES NOT PROVIDE INFORVAMOR HDR A SITE SPECIFIC PROJECT:Le.WHERE THE SITE COMMONS OEV M FROM THE P-LI1 (b)CONTRACTOR TO BE MP04SUE FUR THE SELECTION,PURONASE AND UISTALLATRLV IKCLUDNG LIFE SAFETY OF THIS PRODUCT. SAM ON THIS P.E.O..PROVIDED WgrSHE DOES NOT CEVLATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON TMS DD UMW.OCNSTAUCtON SAFETY AT STM IS THE CONTRACTOR'S RESPONWlfiY. OBTAIN PERMITS IN THE STATE OF FLORIDA (")THIS IEA.WILL BC CONSIDERED IIIA A F ALTERM BY ANY MEANS. (G1 StTE SPECIFIC PROJECTS SHAH 8E PREPARED DDC A FLOIGDA AEQST6RR1 EMKiNEEA OR ARCHITECT WHICH WILL BEGONE THE ENGINEER OF RECORD(EO.R. FOR THE PRO.FECT M!0 WHO SRI.BE MISLE FOR THE PROPER USE OF THE P.E.D. OF RECORD,ACTINO AS A DEUMATED ENGINEER TO THE P.E.O.LNONEER SMALL SUBMIT TO I LAMP THE SITE SPECIFIC DIANANOS FOR REVIEW. (0)ORIGINAL P.E.D.SMALL GEAR THE DATE AND ORIGINAL STALL AND SGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. FOONTA��Uti�G�E ilOf iRi a Zone FT/////TVI/jam NUn Ui: G IRI_�"( 111`'ES., 0101 A 7R.'TECO,OIC, 7 EASTERN METµSUPPLY.ING. HA HVIM I BERT TMEC O rieo. A►■SwSwJ Accordion Shutter System v BLADE#1 W/as w/b x1r ti~1roDW tllxs 4=KIN.3"96 o.300,VMM GOM a �S Gl7E 6� ;_: TIWT TOTING& ENGINEERING COMPANY American Sh On. Sysl�nu a 6RanN La n omA a/ ArscCtattanInc. 1 OLD 15-OeS 7 1x18„ G Ph-:{3DSje7+-1336.r,A:(3GSten-IIT 4288 We9trOOd6 Drive 3 DRAWING NG 4i4p West Palm Beach. FI 3340? ..... • E - 17-107 -•,T_ ORAL ••41 WFLAAL R ! SHEET P.E. �S`0R[�iiiO'ir(IRtE/DATE LIE. M 4+167 4 F \h eat OXOm am a11-4 YAW�r3 . m i HY SOLID BLADE ,�, HV go,41 W S LRTEt2 3 �}V 11NIt�RSAL FLOATER + COVERS UNDER US PATENT / $45877♦i W BLADE fpR USE WJ QUALIFIED FOR USE W/NY BLADE 1� 4 Hit BLADE(y HV WINDOW BLADE+ 6008-73 ALLOY AND TEMPER QUALIFIEDL *(�}E W NV 6063-TO ALLOY AND TEMPER •SEE LIMITATIONS OF USE OF BLADE (13 ON SNEET is 6063-TS ALLOY TEMPER t4•• 6063-76 ALLOT AMD TEMPER LAY 063' (�HY..��ADbPTER WlUP _ .t',za 6 W Qwt IFTED FDR USE w/ HV. (Ig!HV WAUC—OVER TRACK - ' 61�HV ADJ. FLOOR TRACK BLADE QUALIFIED FOR U E W/ HV 9,HV TREK TRACK ss a.7so^ 11 6063-76 ALLOY AND TEMPER QUALIFIED FOR U,SE W/ FN BLAOk 1 QLlAUFi£D F USE WJ HV �a HV INGLJARQ BLADE 1 6063-T8 AIIOY A TEMPER BLADE i ON.Y. V R- 6063-TO ALLOT A D TEMPER VARIES 6063-T6 ALLOY AND TEMPER QUAURCD FOR U Wj MY 1' 6063-T6 OY TEMPER VARIER 1.930- q on. 1 2f, 003' OAT' ?1 a 003' � ;- '� ODS'• .12 • � j 670 ♦ + .�.-.. 670 1.006' • • 670 _ OVA CEILING HEADER 1 HV HEeDE (SILL Hp ryLING HEADERISILL Q lFlEO FOR USE W/HV BLADE(t ONLY, QLWLlFIED X US WI HY ST OF 1 ON NO WALL WEADERLSLL SEC SECTIONS FOR YAUDlITT''" 608 T6 AiLOY AND TEAIPF 4UAlIFIED FOR USE Wj HV BUtDE t�` tf E1 6003-TB ALLOY AND TEMPER SEE SECTIONS FOR VAUDIIY. QUALIFIED fOJ�USE W NV 8063-7e ALLOY AND TEMPER BLADE 1 ONLY. 0003-70 ALLOY AND TEMPER MWONENT A a T1 TZ % Y t MNXMtYYNI yl Y Y 0.1%* i' i• A07 �.. ky 2• s•tux# t/e• 1/6` 3' 3• ot30• ia) 2- Y WX 10.192- 0.162' (9 SIDE ANGLES GRNER POSTS QUALIFIED7.6 FOR USE W/ Hv ALUMINUM ANGLES � • r MAXI a.16o, 0.190' � BLADE 1Q QUAUnED F JSE Wf HV ALIfiED FOR USE W/ HV eae3-T6 ALLOY D TEMPER BLADE 1 ONLY, B 6083-76 Y AND TEMPER � 2' 3'MA1L�0.139• 0.131' 8063-T8 ALLOOYY AANND TEMPER pati, FLORIDA BUILDING CODE Non High Velocity Nurricone Zane 02017 T6TE00.INM m t01 T EASTERN NETK SUPPLY. INC. Accordion hASystem A. KY1WKY.VNWME TILER TESTING&ENOINEERING COMPANY American Shutter Systems 6aR Lc O IATA .t r' a nr.sm,s,m.m1,vrcarr�ar00a,naw atf Association. Ina. 1 Ott?15-Ow— i DATE: 07/27/17 .�-�-- a 4288 Westroods Drive s clan.s Tao 1� 6QaQ 1e71-9331 WeeL Palm Beach, FL 33407' 1 D 17-107 P.F.. E GATE RdiDA ua!44107 SHEET POURED ( (SEE SOilOULE ON OR CONCREM BLOCK C !M9PJDWAqw M_ I M,ECET 23)) OA OSF RECTUM 1/4'i-2Oa 4'SS. i fsEF LEµC 1 SN 13) : ` 1�0*9"tpWAOMOCR SMEs 4 C � t�s�>EI+W�C. FY�f/it4-Za i SMEE7 13) NUTS•12'OL. eg. 'v'p{` E EC t Y 11112,•5S. 1 Uta USING 1/4'-20 NU1S E OA , 0 12'O.C. ! 1 Mas j�}^r_-_ _ oA •} �l:'J Q Naa. e.0.� jj`� -- •r i �,arlWtKat HONAL 1 �� i � L.alma[aN � " t-it la[MJb, 7P6 f OR i i UN.SEPARCON TO CUM 1 C ) E�- f---(SEE SChEOULE ON SMW 11} a sAss---, u,N.sErAeanoN so tuts ( tufa--' fo- G H WALL (� HV WALL HEADER INSTA 1ATION —A HEADER INSTALLATION © NV WALL H AGER INSTALLATION + KEYSTONE kA1STNC ,.�,7, sr T ' UN.SEPARATAN TO dwa , , ;�"'—(5EE sCNEDULE ON sNEEr t q �1 I 11aam=ar OR I MN,SEPARATION-0 Cuss 1 DISTING•„� I- W-1. � somouLE ON SIM 11) ' S i , E#l5RN6 1�^•OPTIONAL I� _ i� ��•'^OrMOMAL I I -1/4'Moa. �.F. D. _- 3 f �j�''l�`ll�aa. E, 0.*: F.B. Q Oa`J t- `t- /,'�f� NAMNE SCREWS USWG ; CONCRETE ANO^tORS 1/.•.-20x.1, S.S. PNiWPs CONCRETE ANCNORs 1•v //i'-20 NUTS a f2" aC. ` (SEE St ANC ON TRu55 h1 aMJ,INE SC.REYYS Ulm (SEE9E;M;-Y SCHEOAE ON SHEET } ) t N/ 1/4=20 PUTS 0 12.O.C. tOtiCRETEC BI.001t s 1 OR CONCREM ln BOCK SHEET 13) REoulaco p HV WALL SILL tN�tAL�tTl� PCLa+Ec EONCRI�E_ U311 14�-.11 ARCHON cWR� HV WA SILL INSTALLATION INSTALLATION OR CONOIETEOF SECTIOP&- WALL BLACK aEanFO CE] HV WALL SILL lNSTAU TION 1-SM sig'4 FOR sNURE11 L 0. E001 _ INSTALLATION DETAILS WJ 2 SWOUNnNC SECIIOAS CAN BE COMBN (SEE WFINFnTIONS ON SHEET 13) + SM E'.LAOC 13 AON SMELT V USE�R t HV BLADE IN AMI WAY 70 SUIT ANY WCTALIATION, ttl fi 11T �,++��• �` F1bR�A 8U1LDiNG G'ODE Non High VelocityHar cons tone `�,` :•� ,L GNS •ti,✓,yy i 02011 TRIM INC. 02017 EM1 M N NETA: SUPPLY, MC. ' A." .'.3.A. TM I ITI�E C O Derr:. Accordion Shutter System $ t KY.BADE#'1 W/OR W/t!FLK WWW 8.40E _ �• QRl I 1�` TILLIT TESTING k ENOMEERING COMPANY Amidean MYftY S�OmO aa*� aRA„N oe 't !� ""•• �►,.•' _A* .11113 Nee 310.a,111 341.Wawaaraeea1.NOMA 1314C AtteaIflf on. Inc. 1 OLD 23-065 7 1 atiTe7 CO 7' i7 Eam3s+s-Is110•rm:i�M111-+.117 4269 Wastroada Drive 2 d1T a-" , West cairn Beach, Fie 33407 3 DRAWING No �'s'ryy„qIr"' WAIOI LA$LIT L.PE a 17-107 SHEET P.E.SEAL/SIGNATURE/DATE nAMA""/`41417 3 i SCHEDULE ji SCHEDULE a SCHEDULE is MAXIMUM SHUTTER SPAN' 'L+'OR "L-' y/OOMUM SHUTTER SPM10 L+" I *" NUM SHUTTER SPAN l+' u, OAT! N LQtNO (ft.). FOR IN51"ALLATtONS W/ OR 1--' (ft.) FOR R-' (ft.) INStALLAl1ONS or INSTALLA71pN5 W/ CONCRETE dt ((tj L+;MA1fWUM ALLONMLE SPAN FOR A eiYEN W/ ONE H V. LOCK or ®or ar W/dNE HV LOCKS MANSORY W000 P05RiVE ASD.DESIGN PRESSURE RATING, HD LOCK Q� W/NO LOCKNC RODS o• ONE HV LOCK or Or L-:MAX AI LOWABLE SPAN FOR A OVEN NEQATMC CENTERAWT®28C1� 2B N/ONE WJ NO LOCKt 6 RO OR wJ Na LOGKIVG WAIS A 9, ClD, E, M.N,a, P. d, A S,O DESIGN PRESrtAE RATING HV'r LOCK 30 /TWO LO@ NO (SEE NOTES t.ttj DS MOUNTING F, K k L R. S, k V. RODS 35 TOP R BOTTOM (NAND FOR u04ANINO(m (2)iRDCEDURF TO DEtERKNE MAGNUM SPAN FOR SHM 7) rLoOR/CmjNG 0. H, 1, 11, J T, U, w& X 1NALL MOUNTINGS(TOPfB0110M) OR FLCOR/CUUN4` vismu TXIN!0 CONCRETE tC=Rm MOUNTING luaiMA_U�yp� M CiUEN A POSiFNF AS.G DESiCFt PRESSURE RATING, rIU9SUlePM13�11.MOUNTING CDLMO M�b� 1bUat MamIKG PO'fbO DETERMINE MAXIMUM SPAN 1+" FROM SCMEOULE WuvllNo GNO A NEGATIVE ASLO.DESIGN PRESSURE RATING, AtaRJtQN4 n=R/COUN6 WLNING 0'x•3 wAL nFTERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. H a1�1 Rom � � RLaOR M01G1TING V MiWMUAt SHI7TTER SPIN 1+'OR 1-' FOR ;-p-5 t+ ( L- Lt t- t+ t- FINAL MAdMUM AUS3NAELE SPAN IS EQUAL TO THE 30 OR 0' 1 - 16'-0 30 I6'-0' !0'-0' 30 16'-O" I6'-0' INBTALLATIONSIM'0 WOOD9HAL10EUNITEDTO DETERMINED SPAN BETWEEN"Lt'AND33 0' iS-2 16-0' 35 it-!0' i4`-t6' 3S - 15'-2• ta'-t0' RATING LiNl1{U1t40 0' 14'-2' 15'-2' 40 IS-10' 13'-10' 40 14'-2' I9'-2' (J) F7tOCE0URE TO OEERMMIE NA#OIt1M SPAN FOR 45 13'-1' ' 13•-i' 13'-4 14'-3' 45 13'-1' 13'-1' 45 i3•-4' I V-3' t• HV CORNER CONTERLUTE/3 MAY BE USED AT ALL NBNA'IO C 97 B NOWMWIN YtSl MOUNTINGS 50 I7-S' 12'-S' 12'-8' 1J'-7' 50 12'-S' 12'-S' SOF 12'-3" 13•-1' MOUNTING INSTALLATIONS, LOCKING SPECIRCATIUNS W/ ROOR/CEOJNC N0t0111NG5U 55 11'-10' 11`-!O' IW-/' 12'-t1' 55 11'-IO' 11'-10' 55 /1'-i" it'-11' SQL BE AS ��TR)ON MANM10Rf CONDITION 122 FOR A GIVEN POSMVE A.S.D.DESIGN PRESSURE 80 11'-4' 11'-4" n'-0' 12'-4• so It'-4' 1V-4' 60 10'-2' IO'-11- NOTE /S,SHEET 5. RATING: 65 IO'-10• 10'-10' 1/'-!' 11=.1" 55 IO'-10' 10'-70' 6S 9'-S" 10'-1' DETERMINE: L1+r MAIL. SPAN FOR NAL MOUNTING INSTALLATIONS. 70 Id-6' IO'-6" IO'-9' t C-r 70 ID'-6' IO'-B' 70 r-B' 9-4` L2+-MAX- SPAN FOR RAOR/CERJNG MOUNTING 75 !0•-1' !D'-1" 10'-4' 17'-1' 75 10'-I' la•-1' 75 - B'-B- t't'EXCEPT THAT MA UM SHUIM INSTALLATIONS, 80 8'-10' W-10" 10'-0' 10'-9' 80 S'-t0' 9'-l0' SPAN'L+'CR 1=AND MiAXMUM ASLO.DESING FOR A OVEN NEGATIVE ASD.CFSION PRESSURE 85 W-0' V_r 9'-9r 10'-3" 85 W-6' 9'-6" PRESSURE RATING FOR NWSTA LATIONS IMO CONCRETE RATING: 80 9'-3' tY-3' 9'-a' iQ'-I" 80 9'-3' 9'-3' OR CQNCRETE 6UXK SHALL BE UN11ED AS F1X1&ft DETERMINE* BS 9'-0" 0'-9" 9-2- 1-10' c5 9'-0' V-3-9. 1- CONNECTIONS TO KEYSTONE MOUNTING LI--MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 6'-9• 6'-4" 9'-0" B'-7' 100 a'-R' R'-4' UNITED TO +54.-72 P.a.f.AND W-0' SPAN. SEE L3 -MAX. SPAY FOR R.00R/CE11NO MOUNTING MOUNTING(DON SHFFT 7. INSTALLATIONS. 1o5 e'-7' 7'-11' 8' 9. 9'-4• 105 e'-1' T-II' I FINAL HE 110 a'-4' 7-7- R'-7" 9'-2' 110 a`-4' r-7' MIMM MAiBr N 11+', SPAN PS -AND 7a-' 115 6'-2' r-3- a'-+- e'-It' 115 V-2" 7'-3` SEPARATION TO GLASS SCHEDULE MINIMUM 9E7WEW -LI+, 'ia+'.11 AND -. t20 a' it" W-2- W-9- 120 V_w 6'-11' (4) Co TO ANCIIOR SCICDULE WITH FINAL MAXIMUM 175 '-t V-6' B'-0' a-5' 125 7'-10' W-a' ALLMOLE SPAN AND AEGAWNE AS.D, DESIGN 130 _ e'-5' 7=10 e'-r 13o r_a• 6'-s- WIND ZONE PRESSURE RATING TO DTTERMINE MAXIMUM ANCFOR 135 7'-7 6'-2' T-9• 7•-9- 135 7'-7" r-2' MINIMUM SPACING. 140 7 51-I! r-r r-6' 140 7'-5' r-!I• ASTM E--1996 SEPARATION 145 S'-9` T-S' 7'-3 145 7'-3` 5'-9' TO GLASS 150 r-2- 5'-7' r-4" 7'-0- 150 "r-2" V-7' 155 .-Cr 5'-5' 7'=z- 6'-9• Iss r-o• W-3• 1 THRU 3 1" 160 6•-11• 5'-2' 1 7*-1' 6'-71 160 r B•-1 I' V-2- 165 1 61-10" 5'-1• 7-07 6•-+' 165 B'-1o" 5'-1' 170 1 6'-9- 4'-17 _F-_l W-2- 170 e'-9- C-n" 115 1 W-r 4'-9" a'-e' e'-D• 175 W-7' r 9' � 180 e_5" 4'-81 e'-a' a'-10" 180 a-a• v-B• tJ �"`V B LA D E 185 6'-Sr +'-6" -f-7-'- 3'-e' 165 5'-5' VU3- 4'- _ISO 6'-4- 4'-5' e'-6- s-e• iso 6'-4• t' 195 a'-3- 4'-3' 6'-5' W-5' 195 W-3' + 200 e'-2" r 6'-4- 5-3- 200 6'285 6'-1• 4-i' a'-3' S-i' 20s 0'-1` Y �., FLORIDA BUILDING CODE Non High Velocity_ Hurricane Zone ' SJ. 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