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LOT: 137 UNIT 2 8 PALLETS r%%llf% . -1 -Z -7 t-- I -% r-%,% AF,-% I "", , —— I ri;Q., U 0%ww%J%0% LJ VY V.o I %-Jo If %-D L-Alr— . Loo V V %-7 r LNUL: I ts/ I I LWA I Will I IWO DATE: 09/27/94 FLATWK: 1037 DRAWN BY: R.A.M. FNDTN. TYPE: STEM %Ilmorwp�NORTH FLORIDA DIVISION SCALE: 1 20.00'00� 4 R CEIVED b AJW t 15 1999 7:: W3 6ty of Atlantic BP-act' 0 13uIlding and Zoninki tc 0 APPR 0 V E.D Cffy OF ATLANTIC MH IgUILDING OMCE Or JUL 2 01999 O.C-. I JI 5- !!�Ijjjj �Ijjjj IL q fq 1( �U 6447 C-'rA Y, 2- tiol't -X,X_S �A 0'*-% r-O J�j A Lj N CO 0 1-4 s V;O V-1 <Iw�uk s J:� IrA ................................................................... %jc)p- �7' Ls 3- CO cop=,=r :f6TICS 69yrtg��: �ijtjon.�Of:-Joddx, IDC ;LU Rjqbt:3 7: rev Czar-I t4"...I -50 77% tk 7-77'- od" Wo'r 1(,OJA p: �-t �F CopViqbt "33 ......... ......... OR of Inc rA,. .. . ...... ---------------- -Mums S:CREEN, VINYL & GLASS ROOMS SECTION 3 SCREEN, VINYL & GLASS ROOMS SECTION SELECT EDGE BEAM TABU 3 1.1 ANGIOA TABLE 3 1.2 1/,"— ROOF BEAMfHEADER ALTERNATE 00"CTION DETAIL r x r x O.06T ANME CC"CT -4meR AM L LW J 11 _-S (2) rio x r,SHEET LETAL SCREW UPRIGHT 1[�� u� UPF40HT A14CHOR r .7 PLATE TO CONCRETE 3-Vr SLAB ON GRADE WTTH VA*x 2-V2'CONCRETE OR RAISED FOOTING '0"-11 1 2' 11 11 LENGTH ANCHORS wrn-v a,OF EACH SIDE VAAIES NO VAX(EU OR ON I OF EACH POST ANO 24'O.C,MAX r x r EXTRUSION TYPICAL OLAS3 ROOM WITH SOW ROOF. TYPICAL FRONT VIEW FRA).4ING (HEIGHT OF UPRIGHT 13 MEASURED FROM TOP OF rr PLATE TO GOTTOM OF WALL BEAM) I.Vs*MH.IN CONCRETE VAPOR MK 3-VT SLAB 2500 PSI COW- ALTERNATE CONICOTION AT exo.iOxiO W.WM OR F13CR MESH BARPJM UNDER CONCRETE FASCIA ALLOWED LOAD WDTH 50 SECTION 7 FOR DETAILS FOR ROOF PANELS LW HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL SOLD ROOF P12 P/2 OA EXISTING SIZE SEAM AND COLUMNS STRUCTURE (4)sio x vr SJ4&EACH 306 PER T OR r x 3'OR 2' SIAS POST OF POST P.P'ROJECTION FRO I M BLOM VARIES 17 HEADER BEAM LW'-LOAD WIDTH P VARCS 0 0 0 0 WBAR OR GUSSET PLATE P12 P127��* I a, '=AR. �F_ ANCHOR T x 2'PLATE TO CONCRETE 2 V2.C CRETE r x 7 x V18*ANGU EACH SIDE WITH v4 ON ATTACH TO-POST AND CONCRETE ANCI-IORSP THN 6*OF EACH SM AT LOAD BEARING WALL MTH TYPICAL SCREEN / GLASS ROOM OF EACH OST AT 24'O.C.MAX. (2) fiO x V2*$AS.EACH 3CE On THROUGH ANGLE AT 24'D.C.MAX. r x r EXTRUSION I-VB'MIN.IN CONCRETE NOTES: ANCI-IOR r X 7 OM BACK EXTRUSION VM V4'x2-V4*CONCRETE FASTENE11 MAX"Of 7-(r ON CEI(M AM WITHIN fr OF UPRIGHT UK 3-V2'SLAB 2500 PSI CCW- ANcHm r Is r To wAm mrii 2.vr#v sHm METAL wRms WITH Gxll-1000 W.WA OR FUM MESH VA�'RAMER 0",SAW MIND""THICKNESS FOR SLAB ON GRAM 0 3-VT C40NCPZM $ELEOT FIRM W"SLW FROM TAME USING LARGER'A'VALLE 01: P12 OR P12 0 OR SELF-MATING POST TO BASE AND SELF-MATING POST TO 71 a VAM OISTANM FROM HOST STR=URE TO FRONT WALL BEAM BEAM DETAIL Lawrence E. Bennett, P.E. Lawrence E. Bennett, P.E. QVIL Bloh=-advao"lon 00.5a rAm am 04'am-W�&Qmdllwy 0oh"TANT P.m sox 4364.Pouni DAYTONA FX 3201 PA%ox""sak"m DAYTONA,I'L 3201 TBM40�4(004)767,41`74 TeLD404 W4)767-4774 FAX(904)707-6"4 FAX fool)?47-6444 SIEAL OdAL PAOff PA04[ 000 COPYnOGHT 199a Not To me P&POMM IN"0A OR IN P"f""ON T-4 WAITTIIN OF LAWFOCE I,bQ.C".rL 69 LAVANMOIE L 00*,gT'F.PJL 71 NOT To OE FOIACOUCED N V&C"OR N PAAT VMVCUT TK WRTT04 Fo*`s3`DN OF no SECTION 3 SCREEN. VINYL & GLASS ROOMS SECTION 3 SCREEN, VINYL & GLASS ROOMS EDGE BEAM SIDE WALL HIZ-ADCA ATTAO-ED TO r x r OPEN BACK WITH L- SOLD ROOF rxrOMBA0C (2),10 X*'Vr S.M.S. ATTACHEIII TO FRONT P03T WITH SIDE WALL PURLINS ATTACk-FM TO WINDOW FRAMING CAN ATTACH #10 x r Lkt&wx ir FROM r x r OPEN BACK WITH MIK DIRECTLY TO HEADER EACH KF&H AW 24'O.Q (2)#10 x i-V2'SiA.S.IN FRM WALL K" SCREW BOSSES 0 1 GLASS wWOW INSTALLED PER mAmjFACTUnER3 SPECIFICATIONS CONVENTIONAL FFIA1,41,10 OR ALUMINUM FRONT AND SOE BOTTOM RAILS COVER SYSTEM SHEETING BOTH SIDES ATTACHED To CONCRETE WITH ANCHOR wTni so%vr SI-EET METAL V4'x 2.V4'MASONRY OVCK SET AT 0'FROM EACH P03T A),0 ALV69&u SHEETING OR VINYL 24'ON CENTER MAX.AND WALL$ A Wk r FROM EDGE OF CONCRETE TY PICAL CORNER DETAIL GLASS ROOM WALL SECTION OOMPOSITE ROOF PANELS: (4)#10 x(I-V21 Wn" RISER PANELS: WnH 1144'FE�=WASHM3 (3) #a x V2*S)AS.PER 127 PANEL F;M 4!-W PANlL-ACR(*THE SOLID COVER Frog AM 24*OA ALONQ Wu(WALX-Oto EDGE SEAM r x r.oA'r x*v Hoilow HEADER ATTACHED TO POST WITH It 2' 0.032* MR(2)4`10 x $-VT SMS. Iq SCREW (TYPICAL) SCREEN, VINYL TTACH -oo,-A w� 7 :,TL 6M RAIL AND PkkkA* r x r HMLOW RAIL ROUGIi OPENING > 2,2' 3'OR 3' HOLLOW SHEETr4r,mro,%AA ONE SIDE WITH No HEADER SEE $PAN TABLES POST ATTACHM TO ROTTOM VARIES WITH MR(2)ft x I-V2'LKL N SCFIEW SO$3ES FOR SNAP EXTRJSIONS C�"RAL ATTACHED TO POST WITH VIK(2) SLAB 3-V2'MNFAAA MAY BE UND IF #10 a S-V7 S.I4S.N SCREW BOSSES (SEE DETAIL) N GOGo Comm-4N AM Am%ovEO By TV*KLOM Onno" T x r OPEN BACK BOTTOM RAIL (10 HLTI Vr I 3-Vr VIIIII-SCILTS APPF40VIED FOR""UPLIFT Wff"' V4'. 2-V4'MASONRY Ai4CFsOn 61 0' 7 STU PLATM CUT STOL WASHER FROM EACH P03T AND 24' O-Q MAX. LASS ROOM WALL TYPICAL ELEVATION G M Sir BOLT FOR r POST A (2)als,BOLTS Fok v III'r POST TYPICAL.UPRIGHT DETAIL Lawrence E. Bennett, P.E. Lawrome E. Sennott. P.E. OVL gNONM.DrANA'90M OPOLTMr P'm l'Ox 43"scum DAYTON&FL 3m TV�,,440,9(004)767-4774 PAk WK 4N@�NOM DAYTO"PL 3M FAX 1004)767'"56 "MI%*4 POQ 767-417t FAX 100 741-66114 afAL VAL r- 1 0 MCXA 0A N PART---ft WWm Po'OF LA"Po"L 2004TV,PL 72 boT IN%"MS an IN pAAT WITICA re WMM P044&40H OF tA%M04X E UO-Cn,PL SECTION 3- SCREEN, VINyk & GLASS ROOMS N 3 SCREEN, VINYL & GLASS ROOMS OPTIMAL CONCFEM CAP BLOCK OR BLOCK ANCHOR AUUMM FRAW TO WALL OR; SLAB WffH V4".21VZ-MASONRY AhCHOR 0._W Op =MAXImUm M#4 BAR AT CXXVAERS AND.1 WMIN W OF POST AM 24 FU CEI I AM KNOCK OUT BLOCK TOP M#4 BM CONTINUOUS Comm WITH WOO PS!PEA ROCK cow ir x W x Ir BLOOK WALL CmAX .VffGALVANlZED.*ALLTHREW OR - ALLMM FRAmE SCREEN WALL DECK OR GROUND LEVEL C2)#4 BARS MR Z-V2'OFF GROUND 7HREADALl:BABEDOED IN CONCRETE OR FASTENED TO OCINCRETE WITH ROWLOCK FM38M FOOYM OR MONbLlTHC APPROVED CONCRETE ANCHOR AT 24* IF MXXMC SLA13 IS USED SEE NOTES =T� —4__ or,mAx AND WITHIN V OF EACH OF DETAILS BELOW LPFVGI-ff OR APPROVED ALTERNATE V4'x W RAWL TAPPER na)UGH & BRICK KNEEWALL KNEE WALL FOOTING FOR SQfREENED ENCLOSURES r x 2'AM ROWLOCK INTO FIRST TYPE S mORTAR,REOUIRM FOR OoLptsE OF BRICKS LOAD SEARjNG BRICK WALL ALUI#kNum ATTAa*ANr 3- #6 BARS WITH 3'COVER j!, CONCRETE SLAB 8 x 8 10 X 10 WELDED 4'04OLOW PA710 CONCRETE SLAB co ­VmEsH OR FaER WESH CONCRETE VISO WITH 8 x a- 10 x 10 WELDED WIRE MENE VAPOR BARRIER UNDER SLABS WESH OR FlBER MESH CONCRETE HAVMG STRUCTURES ABOVE. 8- MM ALTERNATE CONNECTION OF SCREENM X WELLL COMPACTED CLEAN FLL OVER SACRFICED ENCLOSURE FOR BF7JCK OR OTHM NOW < NATb9lAL SOL 90%RELATIVE DENSITY STRUCTURAL KNEE WALL CONftETE FLLED BLOCK STBA WALL r Wl:)E x 0.0eX STRAP AT EACH POST FRom POST TO FOOTING WITH(2) #10 x 8* x Elb- x l(r cmu 3/4- SIAS.STRAP TO POST AND(1D V4'x 1-3/4' TAPCON TO SLAB OR FOOTING 6D 6* x 12"Q�' FOOTING WITH(1) #5 CONTINUOUS LOCATE-(bN UN=TLj:tBED NATURAL SOL (10 #5 VA!AT)CAL BAR AT CORNERS AND XY-0` O-C, BRICK KNEEWALL AND FOUNDATION FOi:$ SCREEN WALL(S) RAISED PATIO FOfOTING KNEE WALL FOOTING FOR SCR%ENED ENCLOSURES 7-01 MR (10#5 BAR OCKT. (0 #5 BAR CONT. BEFORE SLOPE A zo TYPE I- TYPE I I TYPE-1 I I HAT SLOPE I NO FOOTING MODERATE Sk-(bPE FOOTING STEEP SLOPE FOOTING 0-r 1 12, Tl� NOTES:i No FOOTING REOURED EXCEPT WHEN ADDRESSING,E�:R=M EXCEPT UNTL THE ROOM PRoEcTioN FRom HosT STRUCTURE EXCEEDS ler r& Rooms GREATER THAN v w AEOUIRE TYPE I I FOOnNM ZFOOTMSMW.LBEMtL2;C*MCOT401ETEWIT"il8x8-lOxlDWB-DEDWWEW-SH OR FOM kjESH mAy BE USED IN LIEU OF MESK IF LOCAL BLILDING CODES REOUIRES A MINUJIA FOQhM USE TYPE I FOOTING OR FOOTING SECTION REOUIRED BY LOCAL CCOE- LO(ZOL CODE GOVEFINS. SLAB DETAILS ADDRESSING4 IEROSION_ Lawrence E. Bennett P.E. Lawrence Bennett, P-E am Awam-mvMangm COML'Mr PAX 11M 4M OMM DAYTCK%FL OVIL 640rawl_ffm"Mqff WMILMIr MOME MQ 701-4774 Ra 8=4MW4 aqpm DAVTCK%M 3M am FAX(1*0 M-00* 3EAL PAGIR copynow W" PAGE 74 woT To wrejjo�18 V*Mff CR*N PAFrr WMI='Rft VNIFIM FOUSSM CF L4WFOIM L=N4M PJL COPYFAGIff W" 75 AM. WT To K#gppA)OucED m vmmE cR N PANT WFIHMI THE V"WrM POWASMN OF Lowpom L 110fal 3 f 4 IN C Q-1"P-1�' -l", i4q 'k U a"ll 77 F, VINyL & GLASS ROOhft . SECTION 3-. $CREEK LLES 101 W,01- & GLASS ROOMS SECTION 3 SCREEK-'V 7 loni for Screen :,par&ii;'-Hol16w* o forScreen Table 3.1.1: Allowable Beam Spans-1-10160V EXUM Table 3.1.2: Alloviable Beam I _xbwi ns and I or Vinyt(open]Rooms*4th Solid K606 and I vinyl(Open]Rooms wit1h solid Rocift Aluminum Alloy 6063 T4 Alum 6063 T4 Wflfld Zone 125 MPH 140 MPH '102 MPH 110 MPH 12V UP" 02 MPH 110 MPH. I S MPH 140 MPH Ay Lind 20#lSg.Ft . 26S./Sq^ . X/Sq-Ft 2601 K Load Width 2-x 2-x i.073k6 x *XOAW 4*-9' Load width 4-4* 6* r-71 §41 6*-3' r 4W V-7 3'-W* 9. 3*41' T-6' V W-W 4*-W 4'-T - S. 10* 4*-7- 4'-3---'9-1" - 3'-T 4'-S" 4*-1" W-9" 7-7" 10* 6!-W 6'-l' 4*-2" 31-1(r 7-51 T-l" V4' 4*-7" x 0.036" 6-1* 4-5" Load Width 2"x 2 12* 5. V-9" LoadVVidth 3-x 2"x 0.07 9-4- 8 7*4* 6' 6-2' 5. 101-11 7. 4-2 6. V-3" 7W 6-9" 5'-T 5-3" - --- *— i . 7- '-7- 7'-1 V 7- 6!-1 1' 6*-3 '-'&:W' 4--il X-11" 8 91 ------ Y-8" 81 7*-4" 6-10" ---- 4.- - T-icr 6-11" -6" 4.9 -5- 3'-W 3-4- 9. T-T 5' 4'-3" 33"ll - 10' V-7" 5!-g- T-3- 4*4- 4*-W 9-9" T-6' Y-2 V-3' V-6- J�- Load Width 2-x 2"x 0.044" 12' 6'-6- �H- —1- 4'-9-- 51 T-5' 6-10" 5*-1 1- 5-5" 5'-T 4*-11- LoadWidth 2"x 3"x 0.050" 6.-9" 6'-3" 6* 4,-r 5* 51-9- g4- F-l' v la-3- 8-51- 8*-l- 7' 6-3 §--(r 4.9- 4'.3" 6' ---i-0L-2- - 94" --- F-2- T5- 1!, 5--10- 'o..T 4--5- 4'.0" 7' 9*-5" a,-8- T-7" 6-10" 9* S..6.. 1 5!-1 81-1" ---- T-1- 6*-5" 5-37 4l*-§7 4'-3" T-10" 7*�V 6--W 9' 4'-1 1' 4'-7" 44--3- 4-T Y-8" ---A�Y_ . 3*-l(r 10, 7*-I(r - 7*-3" 6-4- 5'-9 12 4*-9" 4--5- --..--- --.. - - ll* 7*-W 1 6'-1 1" 5'-6- . - - - -6-11- 6--6- 6-11' 12' T-2" 1 F-7" 1 5*-10' 5*-3" ------Co idth 2"x 2"x 0.055" 8*-1" -xO.O -l(r 51-1 V Load Wdth 2"x4 6- r-5" 6! ---7 _I_ 111-1" 10'-0' 5-6- W-11- 5- t3-9" 12*-W T 6*-I(r 64 '-8- 12*-7" ll*-7' icy 9*-2' 5!-2 4 6' 8* 9 1 6-(r T la-8" - ----- . 4'. 'r 4--7- 4'.2" S. 19-10' la-W V-9" 7*-1 1" .10, T-1 V 9. T-5' 7*-6" 7- -Ti; 44-�r 4--57 1T-3" W-W 44'-6- 4--3- 10, 91-9" V-11- T-10- 71 1" V-6' r-6' 6-.9- Example: ill i��- ce betweW uprights;to enter table roof panel V-2- 12' 7'-2- 6*-6- For 2"x 2'x O.G44*ExWsion beam span is distan projection of 14'-T find load Width: Width-9-Cr. Read span under Note: L.W.=14*12+Z O.H. 9Enfer table on L-ft under load wkglh- Load Glass Ro -itiori of alurninum frame windows wi Qms: The add "lass peaes-that we designed.to 110 appropriate load: tAP.H.wind load requirements to the abo%e uprightsizes increapjbs the strength soWtadditional Live Load @ 17#I Sq.FL t 102 M.P.H.Load Beam Span framing is not required. Note: im glision p lW 10 a windows Mo glass panes that are designed to 110 Tables assume e*usion oriented with longere*usion d er am pplied Glass Roorns: The addition of aluminum frame sizes inciWases Ow strength so that additional ments to the above uprlght M.P.H.wind bad require led WO WV.-extrusion dimension parallel to framogmaotrequired Tables assunmemnalononen applied load. LaWreince, -E.-Bermett P.E. Lawrence E Bennett PF— cNL vftiiim�i avamAwr cmv=Tmr am DONM-VEHR"SiBff CONS&r"r PAX BOX 43M SO=DAYFORk FL NRIPHOit fW4 W-W4 TREPHOW 000 M-4"4 FAX COO 7W SEAL, FAX 0"M-GM SFAI PAM VM P C0PVF100W CF_JA 80*RM PX "Bl"all CXX*Yfvaw 1008- 0, 04 N I=TO BE FAVADDUM �k A7' 3N' L R- A, U �116 10 OW ................. A, ;�� SE&ION Z SQREEK VINYL & GLASS ROOMS SECTION.3 SCREE.K VINYL & GLASS ROOMS Table3.2-1: klomable Uprighttielghts Screen,Vinyl and Glass Roorns AkamiliKIMANOY90"T-6 x -x 0.03 9io-iG.17M 2�x 0.03 r thyl and Glass ROOMS Load 102 M.FJL JL 120 A 126 M.P-K 140 M.PJL Table=3: Allowable Up I ht Heights Screen,V Alurnk,111030 63 Wktth FL 26 ISq.FL u p grin 0 134 2 r 13 2'X 0.050" Extrus1lon wind Zone 36' Tv 6*r 10 Mp.K 120 M.PJL I 125lVLt'.=K =1=40=M-P-K: 42" 7*-3' A Load .L 7�F Load C102 4&' ---YC4� 6--1 6W 54- —SW T Width 6 —6-4- 6.r 3 L 1901SS:FE- 2301S FL 2�68�'IS q. t! �F-L 60" _11!1�9 FL 7*-r 10*4" 6--r 141-2' .12*-2o 11'-6' 66 to-f- ---r.47"— 5--8- 71T-3- 1 0'-W �72- .1 5-9. .5-T 42' Wr =:6-= -----4 7-r- -48- 12*4" 1 V-2 1(r-6" 91-11, 79" —F-v no. —54- --7573- --=F� — g..,,. —91-5" 84" ---57-- 4 67 —6r 4--�5 ----TO-6- I V-7- —----— --- —I- —W-0- 90" -- I V_O- 1070- 9-5 -- 60- ——--W-j—1- ---87--6- ---7'-8- 2'x 2"x 0.036-Hollow Extrus Ion '5' ------ vv gnu Zora 140 M.P.H. -7- -2- 8-�7' 8'-2- TA 120 hLP-K 125 NLP-K 15'-V 8*-3* —70" Load 102 M.P-K 110 KPA _I 1. Ned L d 7'-11" ---776- Width — 6�,S 36 0 Mcl,Ft. 9-4- 19#iS R. 23 IS%FL 29 8/Sq.FL 9 F3- 8*-2" —r_8- J61' 7-.5- 90 36' 101-r -- F--- —' - --2�4� - -it 42- 91-T __1-_7- __K.j 7.8 6 3"x 2"x 0.070-Hollow Extrusion T-7" ----77—r 6--5- Wind Zone 48" 81-10, 6*-g" -702—MP.FL I 10 M.P.H. 120 M.PJ-L 125 M.P.H. 130 MPA 64" 9' - 6-9- — 5-- — Load 60- 6:_ 6*-6' Width �Is .I;E- 26#/Sq.Ft. --j9#—ISq,F11 36 it/Sq.FL_ ILY .7- 6--2- --L 1—0 Y-3* 11*-2" 72" — ____L - I- 55�8ft 51.1" 13--i 1" 12'-5 1' - 5-' 36- 78- — --E—L— - - C-11- 14'-2" 12'-10" 84- __12-1 194" 42" 10'-9- 576-- 5--3- 4-9 13'-3' -17�1" 11*4" — 91-8" —90-----6-6-- 48"- 10'-8" 2'x 2-x 0.04,1--—K�iow—Ext,-Si- 54- 60" 11*-10" 101-9- 10'-2" 9-7 8'-7" —25-M�1�3j M.P.H. 8'-3" Load 120 M.P.H. __ pH. 66" 1--4- 10*-3- 91-8" 9'-2 7*-10" Width 102 M.P.H. I 10 M.P.H. -9 J& _ T-3 8' 1Sq.FL 10 72" 0 8'-5- 7'-7" 19 Sa-_R 23 0 lSq.FL 26 X IS .FL 29 S/Sq.FL 360 78" 10.5- IW-2" 81-1- T-3' 36" __IIL-2_- _ 9*-r - 7-6" 84" —10%0- F-7-—--- -- 2" 10,4- 1-0 8'-5 T-T 42" 7710 ��Jll — 91-81 ---8-7-3" 9--8- 48- --j7_1—0- T-5- 6-r 9_r Notes: 54" 770- —6-4- Glass Rooms: The addition of aluminum frame windows with glass panes that are designed 60, --6—'0— e abo%e upright sizes increases the strength so that 8-3' 7:4-- 7*-1' 6*-8" to 110 KPA.wind load requirements to th T-2" W-9 6'-5- 72" 7*11' '7-- additional framing is not required. --Fj—1- -6 Using screen panetwidth"W(See typical glass room drawing.).select upright required from --------=� 6.2 5* 78 71-7* — 84- 7*4- 6--8' W-3" the ma)dmum heightallowed foreach extrusion. 7*.1' 6-5" F-2' Screen Splines on 3"side. eAmision turned with 3'side parallel to sole plate. twes: J� Glass Rooms:The addition ofaluminum frame windows with glass panes that are designed ID 110 M.P.H.wind load requirements to the abo%e upright sizes increases the strength so that additional framing is not required. med with 3"side parallel to sole plate. Screen Splines on r side.extrusiOn tu �Exampk: 60'; Screen panel width W MaArrium-rr for a r x r x 0.036"Hollow Extrusion Using screen panel width"W(See typical glass room drawing.).select upright height-rr required from the ma3dmum height allowed for each extrusion, Lawrence E Bennett, P.E. CrM DOXYM;l-MV8.0RAW CONSM'rMff P.M OM 43M 9MM DAYTCK%Ft.=121 Lawrence E Bennett, P-E mupHiXe WO W-4"4 OVL D&WAM-DEvaoseff CON-14LTAW FAX W4)7117-415511 P.a K=43M WJM DAYTONk Fl.3= SEAL TREp"OK W4)M4"4 PAW (WO FAX PAM SEAL COPYFMW WOO Tw.wwrm POWASM01 M LAwl'VENM F-OMEM PL Wr TO ME 1111111110MM IN%"ME OR IN PAW winmir COPYFW*ff 088 PEL Na To BE FWVZDUM IR WH=OR N PAff%WnCtff TW WffffM FOWSM"OF lAWFE1N==F-9MB-06M. W,TM MuSWM OF LA R 611 SECTION 7 Z%OLID ROOF PANEL PRODUCTS SECTION 7 SOLID ROOF PANEL PRODUCTS SOLID ROOF PANEL PRODUCTS SECTION 7 ----------------------- Table 7.1.L"Allowable iiipans(Of Wtt$IW Standard Riser Pans 13 for Vaglous Loads t ......... AlunlIntanAlloy 3105 H-14 C6,r H-25 ....... ...... ..................... . ................ .......... .. .. ........... ..... -mot PiSmis r.ir St ams ............. .. . ............... .................. . .................. ........... ........ .. .............. EMS-0d 8,10W C.) open ................................ ....... .... ........ .... ...... .. ...... ... wind AM"d App- 0.0-41 L-d HoNF 14- r4, I'll' .......... ........ . ..... 1696- L"d NONE I 44r OW21- ------- 11,ft, I;r Irwil 102 MJ-X 1 29 lr4' 11 .......... SU'r 1W ........................... 116MAK 20 IFIF if Is jr.r 119"A IrW .............. ... i 120 NUIA 23 -W r r-s- ................................... . Irr Ir r T r 91 a* IV s*Jff .4. 4W- -1 __- - - - -1 ____- , V-7 �.,V 48' FOAM- 10*DENSITY tp,& op..8.11ding. 6.50W wkw A""d W1.d A"Ied 0- C4.01M ISS_ ALUAK"3105 H-sol-OR W2s ALLOY A.91im L-d HONE v4- r4" i L"d tx** r-C rr r4- 4*4- PATENT # 4.769,963 Ato 408C,599 102 MYA 17 IX-11' 14--t-114*4*1 16'.r 102 M.PA 21 lw.r 1W.'r IY4, FOAM- to* DENSITY E.P.S. M_ 20 Ir-I ALUND&W 3105 W14 OR W25 ALLOY i ISO M.P.K tl*".K as V4, T-11, .74 1111.5' 12,.r .M PATENT # 4.769.963 AND 5,086,599 SNAP - N - LO�K PANELO 120-MYR 23 1 5,7* '21-11 IT-7- 14*-V 120 MPA 41 V.111 W-21 T-Ir lw-r lr_V 125 MYR 26 ll*.r 2!iL I IV.I IV 91 IT-IV 125 milit AS a..?- r.r V-5- 1W.5- is I 140 MRA 32 %V.F_ IV.4' SNAP - N - LOCK PANELO Tabj�e 7.6.1: Aflowable Spans for Composite R f Pane IS for Various Loads 7.12-.0.032-ft.,P.-Is I T" .O. Structall Building Systems Inc.Siqpy &Lock Composite Roof Panels Op-S."ingii Wid AppKiid 0-1h-9 C-d*#V_ wild I Aoprd 0-,k..g Table 7.6.2: Aflowable Spans for Composite Roof Panels for Various Loads Manufacturers Proprietary Product ftgi-_ L-d NONE 1- 1 K±�11-z--F_ro- P.0i., I L d __j *6' . �L__ :'4- 3 r Structall Building Systems Inc.Snap&Lock Composite Roof Panels 102 AAYA I? 157-L 15*-G' 15'11* 1 1-,- '02 M.P�K tX-3' I­ 8-xG.019**P nels 11014YA 10 W. Iv.3- ISOMPA. 35 10.9- 101-11- -V 6- 120M.P.H. .1 T-11, we-OA, :,21" manufacturers Proprietary Products: 0 en Buildings Enc sed Buildings 120 A&PA 23 SY-3, ly-5, E13'-1Vi I F?11 IV V .10. rhang Condition '-5-112%7� 1,P.�10_ 71-7 12-T x 48"x 0.019**Panels �nd Applied 725 MYA 26 12 13. 14 t25 MR-K TV WIrSd I Applied rhang Condition 45 -5 1 747m.P.K 56 8--b- if 9 5.9- .6- ,My, Enclosed Buildings i NONE I V-0- 2--0- 1 X-0- Ve�ion - 11,3 V.- n Buildings _E,�n Loa d Load NONE l*-0- 2*-0- X-0- t 40 M.P.K 3L Wind Applie 0 erhan Condition Wind Applied erhang Condition F102 tM-P-H. 17 14'-7- 14'-8- 15%l-1 15*-9" 102 M.P.K 1 29 11-2 V-4- 1 V-10- 12*-8** Not.: 7.ul-10-0�Adr 1�-wr WjS...-mov,04.,0-...* Region Load N 1--o" 2*-0- 3%0- Region Loa d NONE 1*-0** 2*-0*' Y-0- .711�0 .P.H� 20 IT-5- IT-7- 14%0-1 14--8- 11 10'.2- 1 a 9'-4- 9*-7- 10*-2 Table 7.1.3: Allowable Spans for IndusIN Standard Riser Panels fc V(io Loa S 102 M.P.H. 17 5?ll� 16%6- 17'-l'* 102 M.P.H. 29 12'-3 12*-5 12',10 13'-8- j--j2q7jhj.P.H. 23 12.6 -12-8 13 12D 1 V-2 ir a US 110 M.P.H. 20 14'.9- 14'.10 15'-3- 15%11" 110 M.P.H. 35 1 V-2- 1 1*.4" 11--10" 12'-8- 1 12S Fffi-P-H- 26 Il*-9- 1�3%3- 125 J.PA 1 45 8%;1- 9,-2" 9,-Io- lo,-9- Murninum Alloy 3105 H-28 120 M.P.H. 23 13'-9- 1 111-1 141'-4- 14'-11- 120 M.P.H. 41 10%3" 10-6- 11*-0- 1 V-1 1- rl�40 A-P-H, 1-4- 12'-2- 140$.P.R 1 66 , 8--0 8-3- 8--il- 10--0- 1,x 12-R 0.0 1 V Fft of pa"Is -125 M,P,H. 26 12*-11- 13'.1-1 13--6- 14'-3- 125 M.P.H. 45 9*-10- 10'-0" 10%7- 1 V-6- 3- K�tll­x 0.024*'Panels - P!�n Ofxrn BuRdkArl I APPIWd W�" I A-I*d P.H. 56 8'-10- 9-0- 9"-8" 10'-8- Open Buildings Enclosed Buildings ! L"d fjow I*-V I r-o-I A.Gio. L-d I -A Applied Wld.� IT-11 W5 7 I T.I I:L 3 4*.5'j 1= rhang Condition rha nq Cglaotic, 102 MPA 29 4-x 48-x 0.024-Panels Ind Applied 20 Sr-r 116M.F.A 3S .0VE W101.111i 12,12, 1 W n Buildings Encl ed Buildings 1 'agion Load NONE V.0- 2'.0- W-0- Load NONE V-0- 2-0 3.-0" 23 W-11 IT-$- Ir-6- 179; 14-.4- 120141PA 4 -�12%8- 13%1 G" 26 II,-r I 1'�* lis �PA 4 Wind �ppfied Overhang Condition Wind Applied Overhan Condition 1 2, P.K 17 16*4- 16-6- W-10' 17% 29 12 32 la-1, for 1*fi I"Irf - 73..g M 56 T.7' I F1*-0- 1 2%0- X-0" 1110 _P_R 20 15'-1- 15'-2- 15*.7' 116W*-3- Region Load NONE I V-0- 1 2*-0- Y-0- Region Load NONE P. 3i - 12%10- 0.026-9;. 14'-4- ---- -3 0'-6- 10*-9- 1 -3* - 102 M.P.H. 17 17--11-TI W-0- 1 E�'4" 18*-11- 102 M.P.H. 29 IX-9-113'.10-1 14'-11- i--12()fE.P.K 23 �14'-I- 14'-2- 14'-7- 15% K 41 -1 12',I I I _ -I 110 M.P.H. 20 16'-6- 1 6 17*-0" 17*-7- 110 M.P.H. 35 12'-6-1 12'-8-1 13%1- 13'-10- 1-1-25-B.PH. 26 IX-3- 13-4- 13'.10r 14'-6- 126 P.K 45 10-1-1 10*-31 101-10" 11*-8- wbw APP"d 0-rt-9 wi" Appfid 0- 11..11_ 1 .1_ R.91M t�d _#ZR 1 2-V _�20_M 7: .p.H. 23 15.5- 15--7-115-11- 16--6- 120 M.P.H. 41 ll*-7-1 1! -0 9*-3' T-IW ,;-ilz !?-3- IX-0 1-4 0 W,P.H. 32 11--11- 12'-l- IT-7- l:T4- 140 P-.K 56 9 I0*_Io_ d NOK* 3`0- IQZMP.K 17- 16'.r 1 1 125 M.P.H. 125 M.P.H. -T 8 xO.030"Panets ttam.PA 20 1 26 14*-6 -1 4-a 5'0 45 1 V-0 1 9" 12'-7 3-)�4- 'OF, 4"1. 13'-1 140 M.P.H. S6 9%11-1 1 8- 1 r-7- 120 MPA 23 32 1 13'-3-1 13 8- 14--5 =7 1WW I P IT V 101-7, 140 M.P.H. Open Buildings Enclosed Buildings SISMPA _56- -LCZ4-TS�4' 12 A 91. 4-x 48-x 0.030"Panels Mipd Applied rhartig Condition W d Applied rhang Condition UGM.P.1t ,*Wdn d 42 Apt Ov* _N57NE I V-0-1 2--0- 3%0- Open Buildings Enclosed Buildings Rtg!2n Loa d NONE V-0- 2--0- T-0- Re n jLo-a d :3-�12-.GA 37"Ill.,P.-N, Winj- Applied erfFanq Condition Wind Applied Overhang Condition -10-2 -_H I 18'-ITIIJ!*-1 ; 19*-3- IT-9" 102 -P-1-L rr4 7' 14%11. 15*-7- op.. -d rhang P.K �9 13*-9- Re�ion Loa If NONE V-0- 1 2'.-0- X-0- Region Lola d KNONE --l*-O-- 2'-W-* 3*-0*'- 15 3:.-1 14:-3�. wind WkW A=d 0-MIN Cwxdkloan. =tt.K 20 17'-10' 18*4- - 3 14*-5" fWalon L"d I`V. 4%V F*91- I 0_ 1 2. 102 M.P.H. 17 20"-8" 20'-9- 2 V-I" -2 1%6" 102 M.P.H i7 -1-2-0 16*-2' 16*-4' 120-*P.K 4-1 12'-1- 12*.3' 12-9" 13*-6' Sol M.Pi-L 7r-r 102 WPM 29 1 IY-V fly-SV[Ir.r 1W.11i'lly-W 29 115%10- 15'.11" 16'-4r 16'-1 _,PK 23 1 1.9_ I 1 1 4 _5 W________T 13-3-r 9-- C 119MAK 35 Ir.V I7.PI17-11'l%7.IVII4'-SV I 10 M.P.H. 2-0 1 19%11" 110 MP.K 35 14'-5" 14%6" 14'-11- 15'-7- 1-27W 15*4" 15*-9' 16'-4" M.P.K 45 11-4-1 ll'-9- 12'-3- ISOMPA -IW.7 1 .1 2 19'-6 2A 26 15'-3- 1 _ IV 7. 17'-9- _17--11-1 18'-3- 1 41 13*4- 13"-5- 13.11" 14'-7" 1-4-00 T- 66 23 120 M.PR --W-3- Ti-ii- 14 W-F T M.PA 41 111-4-111-4-11 120 MP K 8-9" ��.K 32 -1 3r-9- T3-7i(r IF T2 S_MP.K W.I' IV4* IZSM.PA 45 jlG`-1S-I11'.rllr-9 2 r 174r .7-,r- 125 M.P.H. 26 7F67 8- 16%10-1�17�-2- 17'-9- 125 M.P.K 45 12*-8" 17-10" 13'4 Nd;tte: Total rpof panel width room width plus wall W1001 Plus overhang. 140".K 16*-3" 140 M.P.K 1 ..5. 11'-7' 12*-l- 1 40 M.P.K 32 -15--l- -7' kwir: Totm-flo-l�m1i'­`eftP1W,­4vAJ1hpI--60". Note: Total roof panel width=room width plus wall width plus overhang. LaWrence E Bennett, P.E. Lawrence E Bennett, Fpp Lawrence E Bennett, P.E. STRUCTALU 01�0-4SM-MMMMM CMMXrAPff OVZ.09*4EM-OVAXOPMENr COAMWUNT oyL ajGr4Em-cavaxfvA�ff C(WSt&rAhT STRUCTALE r--7x01&_3,-.fi-1d7l1,rlF­_-&--j P-*'a"'91ft WM DAYTORk ft=121 PA SOX 4304 OMM DAYTCHk R%M PA sox 43ea.sougm DAYTOK46 FL 3221 1 SSF3FE0_=, 350 IRUI-MANW,OLDSMAR PL 34877-4000 TaRNOW C004)7*7-4774 TBJ3"ONE(004)7117-4774 j8jq"0W(204)767-4774 350 9L*V&MK OLOSMAP,FL 34677-4905 LOCAL g813)855-2827 FAX 4004)707-6WS FAX(904)787-8S55 LOCAL(813)855-2627 "ATX*AVM S-800-080-Mill SEAL FAX(904)717-GSW HATI00CAME if-800-989-3708 FAX (813)854-2802 SEAL AGE SFAL - . FAX(813)854-2802 COPYRMW 19" PAGE- PAGE c4eyFK*ff wals COf-YFK;I-ff 10" Wr To W,*8%o0UCW H vrrKXE OR N PAAT 10011110"7W WRTM FO*"3M OF lAWraCE L PX 133 120 wn To ea mr=ucw w wHoLe Aff VATMIT IM WFMqf PEFOAS"CF LAINFOCIF L 89#4M PEL 134 Ho-r To BE Fe"OMX=N V&K&E OR m pAxr WM"A IM wXn9d POWUSCH OF LAINFOICE E SEMM.pp_