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HomeMy WebLinkAboutENGINEERING PAPERWORK - MANUAL - AL ENGINEERINGFT\T(TTI\TFFRTNC, STRUCTURAL ENGINEERING — ALUMINUM DESIGN 3871 TAMIAMI TRAIL — SUITE E. PORT CHARLOTTE, FL 33952 PHONE: (941) 627-4901 FAX: (941) 624-2382 EMAIL: abs—al—eng®nut—n—but.net July 1, 2004 TO: Building Officials and Plans Examiners SCANNED S4. Luciecclaw RE: ENGINEERING "ALUMINUM STRUCTURES MASTER PLANS" Kruger Construction Co1rp.—,�* Master Number: 12756 amclients of our f ale bscribed to the usage of these plans for one (1) year expiring: 8/30/05 This Engin�gFis�" i d londa only. Thankvou. WDI:rg Building Wind Zo AL Client #: Contractor: Aluminum Structures Master Plan, 2002 Edition --"By— Design Worksheet / Checklist St Lucie C®uMy Screen Wall/Screen Roof Enclosure Note: This worksheet to be submitted with appropriate Plan and Elevation Views Exposure category: C Importance factor: 0.77 Property Information: � Owner: 16 Property Address or Legal State Ligense #: (�CO3Zd Flt'O Structure Information: Overall Dimensions of Structure: Length: 3yt is ft. Width: 1 Z t ft. Overall Height of Structure: 114 ft. Wall Height: 101ft. Type of Structure (i.e.. Mansard, Gable, Flat, Dome, etc.): E-F 7 • Roof Beam Span: ` I Zt ft., Spaced 7 41 ft. o.c.; Use: ZJ' Beam for Roof Beam and ?Y y Beam for Column/Post/Upright for ' ft. Wall Height as Per the Table on Page IG't.. (Note: If enclosure requires different bea spans and different beam sizes please provide information requested above for these members on an additional sheet and attach for submittal) /! • Side Wall Columns Spaced o.c. supporting a 2 Purlin (Secondary Member) at a Wall Height of t0' ft.; Use a AltW Column/Post/Upright in Conjunction with a Gir Zjt Purlin as Per the Table on age (Note: V,enclosure requires different column heights and different beam sizes please provide information requested above for these members on an additional sheet and attach for submittal) Connection Details being Utilized /please specify the pare and if there is more than one detail on the nape. then specify which detail you are using) • Column to Concrete Connection for Front Wall: Page Detail • Column to Concrete Connection for Side Wall: Page T Detail • Beam to Column Connection for Front Wall: Page Detail • Purlin to Column Connection for Side Wall: Page Detail • Beam to Beam Connection for Roof Beams: Page li 1 Detail 7 _ • Roof Beam to Purlin Connection: Page Detail • Gutter to Fascia Connection: Page Detail _ f • Beam to Gutter Connection: Page I Detail t • Chairrail Connection: • Door Header Connection Detail: • Carrier Beam to Fascia (when applicable): • Roof Beam to Carrier Beam (when applicable): • Concrete/Footer Detail: • Cage Bracing Details l { Page 6L Detail Page rl_ 1_1A Detail Page t 1A A Detail Pa a !? Detail a ee .W Detail N"e 6 A Detail �eai ` xn d 1 T STRUdf =S MASTER PLW M Fsoot = © cmq=R'r AL zRan mmm. qtc. JIM PAGE 257 OF ROB ._,,.., AL ENGINEMO. INC. RAWA UCFNX F7441 . 4PLL=-i ENGINEERING, INC. SCANNED BY St. Lucie County ALUMINUM STRUCTURES MASTER PLAN DESIGN AND SPECIFICATION MANUAL 2002 EDITION STRUCTURAL gNGINmuNG-ALUW" DESIGNS 3871 TAWAM TRAIIt, SUITE E, PORT CHARLOTTE, FL. 33952 (941) 627-4901 FAX:(941) 624-2382 abs-al eng@nut-n-butnet tKUM OF ISTHICST BE LITER M SWIM . TO VAU. T BE LESS NAN M� iUSSETg1ESS MITHICKNESS OF BEAN. IS�Y F maiElEro C6W4 HOROODIIX p FROW 2x4 PS 20 - 410INS7a1.I LL2' 2x4 SB 24 - It0 SNS 735' I12' 2x4 SNB 20 - 410 SNS 94' ' 1.12''5SM1 2H - El0 SNS 9.75'' 150''6 !MV SMS 3Z - 410 SNS 'US'' BVV MY 2x7 SMI 32 - 110 SMS 12'' 3' ' 0.5' ,B IN, 36 - Bl0 SNS 14.75'' 4' 4' OS'2x9 SMB 40- 210 SNS 14.75'' 4' ' 0.5' 2x10 SKI 44 - 410 SMS 175'' S' 114' 1' 10 SCEVS PER SPLICE (40 TO TAU 2x9 SMH ➢ETAII DEINL SHOWN AS 2x9 SUB. OTHER BUNS ME SWIVR. TOIN. I GF �T•yFE lAOgfA FAROfH OBTA aVM To RCM SOS 2x4 PB mev0vl 16 - 010 SNS a 7' i' __- 15' 0.90' LL4' GS' 1 SBS ' ct6.g.tl0iSN2� m 7 m2s=. 5k- �1S'! 0.90' LL4' 05' 12x 2k4:3MB - 24T.9R10ISM2 :Lx.8.79'J �2'!w 1�0.90j M114., 0.5' 2x9 SNB 24 - 910 SNS &75' 3' LS' L16 `L14'-N 0.5' 2x6 SNH 24 - 410 SNS &75' 4' LS' 290' 1.14' y3' 2x7 SMS 28 - Rl0 SNS U' 4' LS' 2.90' LL4' OS' 2.0 SKI 32 - 910 SNS U. 4' IS' 290' LL4' 05' 2.9 SMH 36 - RIO SMS 1325 4' LS' 290 LL4' 45' 240 SKI 44 - 012 SMS 15.5' S' 15' &90' 114' 0.5' MINIMUM MINIMUM Li DETAIL U SCREW SPAONG 1 1 ' x 2 1 5' x .052 RE00NNG O(MN TTP. UGIAIL U (SEC045MY) INRUN/BEAM PPo4MyS INTO (BOTMSIOS ICON EACHSE Y (R N) 2 x 4 SUB. SO OR PO 4 O 2x5SUB 4 1x6 SUS 5 4 2x7 SUB 5 5 2x1SUG 7 S 2x9SUB B 5 2a 10 SUB e 7 SEE SCNODU E FOR FASTENERS DETAIL TYP. SYB TYP. SIB PI(R11N - SECONDMY NOTE RIMSIILITED AS 2a4 SUB SECONOMT PURUN / BENI FOITER-TO-CIXIER SO(EW SPACNG EDGE DISTANCE FOR /13 SUS & 1' EDGE OSTAHM FOR 110 SMS 2'xl'va PB 2-x -" 4' PS (1 - (10 INS OR 2 - !B SUS 9 SCEVS - INTO GCH SIDE Of PURUN PER SPLICE A 2 ' AT 8M NA HE'USEO 06 TOTAU INSTEAD O At "F T' XIATES CALLED _ DUI VITO AN APPROPRIATE LENGTH M➢ t..� L�'T':'�u VIRTH TO AC EWE BTE THE REOVBtE➢ �O� =9 - SCREVS AND EDGE OISTAHL'E SPACING 2.9 SNB 2x9 SKI TYP. SMB OR SNAP BEAM 2 - O .1 1 2 SUS 1 1 I1 x d62 2 - 0 Sus INTO SYO OR BOSSESCIINNG INTO SCREW BOSSES PEHC CHANNEL SNM BEAN -EACH SIDE DETAIL Q i DETAIL OD _ �.... BEAM DETAIL OE OETA9. SHOWN AS 2x9 W. OBIER BEAMS ARE SYYOA& I NO1ES YINNUY 1' 44111FA TO FF7ITER SOREW S'AONG d)'dl I PRC YWIMOM 1/2 ONTER TO CENTER OISTMCE FROM SOiEQI TO EWE OF MEMBER. SOT'TA11U1R iR/l; 61NIE [ ILpYIXdif SIROCNR(S IFASTII( P7JN S5T TAYINR 1RNl, STATE [ ILOAmldY ST VVITIRSS I FFX'R P1Ad MII/O1ApIdT1E SUITE d Om® OC © O,,, Er AL LIGpmONy. IXG 2002 PGIT O1.WDT1E & ST931 K WRBIGM IG LIGD(�10, IXG PD03 RI011Ta (R41) R21400' AL [NmEEO(4 YG FLaRDA LICO(SE (IHI PAGE 47 OF 250 PHONO (p11J Bn-1901 y R(y D0➢0A lMSNSC /!MI PAGE 40 OF 258 AIG tp41) aSt� FA2: (H41) 121-]S53 (( PUR/BEAM IIN O D O O 0 SIS TR. �-- SIDE WALL COLUMN FOR SCREEN WALL/SCR EN ROOF NON — LOAD BEARING WALLS HlE (s mOF BEW\ •Cp WENG ROOF BEAR �o ® RDBWONG EXNEIE � ROOF BGL AAN � � R06 BFIL BEAI - GABLE MANSARD DETAIL OA DETAIL • GID£ 8R 9 ]0 DE MSI M EAW V (OR FRACTION THEREOF) OF SWnPx )x]1L HGLNT O IRMC�FE E CE W6. ROOF NxOLNDSMTO%WNFH.POSVB OLECTmx Vm S.-IS Of IN LEC]pVlm R. SIOE WILLCOLNMCIU.4TFpx VSE W LONNxCiION Wllll Lb.W Po PYPVN BPAEING 3 PB SC VB xNP MO%B bMVO hi 6B h�5M0 hf h1Ml he 5M0 h95M0 b101 11D +lA ISm 1 W e.w am nm um Ram z!w ]m I W 1'J,A I!m 16m a]II N.m x!m MW N.W pd ]tl Om SW 1].W 3110 '[].m z•.W !m id ]W EP IOW 1}.W I!b I)W ID.IO 33.m x!W 31.W IA ]m S.WI 1v.w 1 N Iim IS.]D 19.39 Nf0 !W }1W va e.D RID. ISm rz.lD neo Iam IWm x..m x!W uW WIEODIXATCNBEMEEN YNVESIS PEPMSSISIE. ^N VµuESMOELPW.FEET. SIDE WALCCl1.MN CHW TFOR YSE INCONAMCPON VTM b]!OV PBmNLIN ePALINO IDI PB lE) ] IFl 3P MIcl 0 (M PB 11 h.11. m 1 1MB Iq }�3 MB hl M 3�1 M M) (0) b93M0 Iq IOSMB ISw •D ]lJt t!w .W 3•W XW t!W em 16�p 1}W 6m nID A.p Vao mn am nm Nm xW sa1ID W uDD u1D Ie.m +Sm .1 !W xw xW pd I30 1ZAw Itm I'm I Pm lIW !m ]W ;W OOww ON 1 I!AO 1 le NW m w Yd el lPo Ym 10]0 1},w 0. N.m IB]Y 19]D t1A 21. x!w 3!W Pd ]m n.m aaD le.m ISm uW N.W aw VN FACT OSTOGFEET. K1L]IRYT¢CIXNMNEIGMSO/1NEFOLLOKINC FACTOi0 GEi NIPVASLE MIDNi$FOR 06iE0EHf LNNDSPEEDE m1N SPEED F.GEIXx Im o.m Iw I.M 0 NO]EAO NT1EI EOF,A NET DR KATR)OE I.CLACTOR AVN11E LESSCOEGS1EPEEi TCANES WPA]EBTHAN ONUMiFEET ixPd1GNT1E V3E Of A WLNLIG]IOx PAL]OB CVE TO ME LODE SPECVIEOCWNLE MMFLECTIOx I1MR3. =I xryTAAU30 TRAM1, M2 C ILUYAEOY STROCfURSS AOSTSA rL '%X(T CNARty EL Avu dam K @ LorrvOm u BNOOm01(O. INC. mcX iBL7 P2]-ABDI A, ENaxEpwq C. n A t)CENSE nux PACE 51 OF 20a tx (aa0 Pia -vet 2x2x.062 RECEIVING CHANNEL (a) (N) CHAIR RAIL CONNECTIONS 29 PD. SNAP OR SN3 CRUNN PD. SNAP OR -FpfTRTFRI- tevl 2. SNAP OR END COLLINN 1S� I 1 I L(O LLOx3/4'SNS III I 1ICHANNEL I A INEIOR W62RECEIVING V/U) plOx]/!' SNS i 'IIII -ILYI_ ' YIII EXTERIOR CHAIR RAIL CONNECTION TI INTERIOR CHAIR RAIL CONNECTION HIDDEN CHAIR RAIL CONNECTION DETAIL AO DETAIL D DETAIL 2'x 2'x END �(Q V LO. .CHA T- VCHA PH OR IS t10x3H'SNS -III ��4TII . INTERIOR 'U' IVING V/(4) 610R3�µSHE ' "T{I III , 2x3 PE CHAIR RAIL EXTERIOR CHAIR RAIL CONNECTION DETAIL © INTERIOR CHAIR RAIL CONNECTION DETAIL OD HIDDEN CHAIR RAIL CONNECTION DETAIL OE AIR TAIOAIG TFAG- SUITE E d ILOYA'OY SSRDCTT]R!S BEL6'TSA FA FORT OMOLITE. R Mm NC ©COPERICId IL LICDIBS.®(O, IXC. mO2 A 04O 627M9M AL p4yEDUND, ORE. RpRIDA LIPASE ETH} PACE 62 OF 208 rAD (91O 6N-Ee2 II — _ 2x3 PB POST/COLUMN TO CONCRETE DETAILS DETAIL (D 2'x3'xDSD' PB CCLUMN SCREEN a'xrx.125• ANGLE EACH SIDE NOTCH COLUMC FOR BASE PLATE ��\ 2 EACH 114 x3/4• SMS EACH SIDE OB BASE PLATE (TYPJ\ (SPPCEO 1. OC MINIMUM) Px2'xw4. 3/B• PIIVCRS VEDGE EMT CONCRETE ANCHOR —THRU ANGLE (3 1/2' MR EMBEDMENT) 2500 PSS CDNC. � (E R. . a Rom+.\ 'J• MIN • •+ -0 ➢)STANCE............ SIDE MEW 2'x3'xMO' PB COLUMN L14 x3/4' ENS EACH SIDE II (SPACEH 1. m NINTNDO � II II rx2'x123• ANGLE 4 EACH 1/4' x t-]2. 110 SILS. I II 3/B' POWERS VEDGE BELT CONCRETE ANCHOR THRU BOTTON PLATE INTO CHLUMN WIN. 3 Vr EMBEDMENT) SCREV BOSSES - 1'x2' O/B BASE PLATE (TYPJ 1/4' x 2 V2' CONCRETE ANCHOR 1 1/4' MIN CONCRETE C ANCHOR EMBEDMENT d G Moo PS.L CONCRETE G .d . TM 2BV�SPHG_ -'�CH SE A240C 4'On M FRONT VIEW V MOTEL 11) ALL 1/4' C6YLRETE ANCHORS TO BE POWERS POVER-BOLTS OR EQUIVALENT) IS GOOD TOR 3,400 PO➢N➢S OF UPLIFT. SPECIAL ENGINEERING IS REOU)RE➢ ^-�I'f-�TI, TO E%CEED 3.400 PONDS. FTCCONNECTION LT lf3) CONNECTION -IS BASED ON 3' MINIMUM EDGE DISTANCE AND LIMITATIONS OF SPACING BEiVEEN FASTENERS CHINA))➢) 4' SPACING) PCCDRR ]eT T/.YWgTRNL 9BIE E /}� I➢DITRUHT STRPCTORSS Y STSR PLR P41T O WQOTIF. R 1133E []�j'j'��1 y91�' YG Q eoPHODMT IL M.,mmONQ. INC. Dom PACE W OF 266 PHa(E• (041) BF.4501 7`iµ pEMAJ G NG rt0(d0A UCENSE 17"1 POST/COLUMN TO CONCRETE DETAILS DETAIL (D 2'x4' SO, Vx4' SNB OR 2'x5' SHE COX"SCREEN 21x2'x IB5• ANGLE EACH SIDE 2'xE.x 25. ANfdE EACH SIDE OF COLUMN VITH L12x3/A• ENS F2 Nl2x3/4• SHE EACH SIDE SPACED A MIN!" DPI' OC.— (Mtµ 1. OG SPACING) (SEE SECONDARY ANGLE SCHEDULE)-- ]/B• POWERS VCDGE BELT CONE ANCHOR THRU ANGLE L Vx2' OR INTO CONCRETE EACH Sf IS (MIN. 3S' ENBE➢MEND s �•.`2. OB VASE PLATE (TYPJ 3/E' POWERS VEDGE BOLT CONCRETE ANCHOR THRU ANGLE INTO CONCRETE d d AT AN EMBEDMENT OF ]S' MINIMUM C (SEE SECMDART ANGLE SCHEA)LE) 3' HER 2' FRON MIk MB • NOTE. ➢ETAL ILLUSTRATES TYPICAL OF 2'x4' SHE CMININ CONELTICH SIDE VIEW • NOTE, DETAIL ILLUSTRATES TYPICAL -ex4' SO. 2'x4' SMH OR 2'x5' SMS COLUMN 2'x4' SHE CO.UMN CMNECTION 2 012x3/4' SHE EACH SIDE OOL 1. OG SPACING) 2'x2'c125' ANGLE 3/D• PDVERS VEDGE DOLT CDNC ANCHG THRU ANGLE L 1x2' 0B INTO CONCRETE (2)-BOx1- CAM SIDE Wµ 33' EMBEDMENT) EAH 4'1A 1'x2' C/B BASE PLATE (TYPJ PSJ. CONCRETE ANCHOR ENOEDIENT l ANC MIµ CONCRETE2500 d MA)I SPAC—' 6' �X�._HAS SPACING_ 6' 24' we 24' On FRONT VIEW NOTE, DETAIL ILLUSTRATES TYPICAL PRIMARY 2'x4' SHE CONNECTION SECONDARY AI4TE SHEOU(E 2'x2'x125' ANGLE CONCRETE DECK EDGE SCREEN • .^ 4 • -' CMIDAN TOTAL TOTAL �'... .•: A sin cxxcEm /i Wd4• ARMORS 9A N = 1•x2. OB BASE PLATE (TYPJ SMB OR SB ]/B• POWERS VEDGE BOLT CONCRETE 31 4" ] 3 B 4 ANCXDR Ai 3.5' MDUMUM EMBEDM W 2'x S• 3 3 B• 1 4 D SECONEART - 2•x2'x1n. ANGLE (SEE SECONDARY ANGLE SCHEDULE) 112 SHE TYP. NOTES (U ALL 1/4' CONCRAN ETE CHORS TO BE POWERS POVEN-VOLTS (SPACED, 2 11 OL NORMAN) 112x3/4' EMS (ON EDUIVALEND 2'x4• SO. 2'x4• inB 24• = FOR SHE (2) CONNECTION! IS GOOD FDR 3,4TJ PONDS GE INLIFT. ON 21x51 SHE CO.UMN SPECM ENGINEERING IS REQUIRED TO EKCEE➢ 3,475 PONDS. f31 C 3' NONUNION EDGE DISTANCE 11NG ➢mac 8K AFmDAONN TOP VIEW S. PCCDI bT TAVWR TRA6, DIET: E ILDYN'DY STRUMMS WSlSR PLR d M DE © NPf®ONT A HNOD"'CO ➢. WQ R002 POR0H(W) AR (0 ( 024-tS 0 •'1 pQNRIUNq BNC IlMDA UQNS£ AHI PACE 6B OF EE6 e1)-IBM POST/COLUMN TO CONCRETE DETAI� DETAIL A TYP. 2'X SMH COLUMN SCREEN SECONDARY 2'x2'•.125• ANGLE EACH SIDE 2•x2'z125• ANGLE EACH SIDE I 2 EACH LIDx3/4' SMS EACH BIDS O' COLUMN WITH 910 SMS WIN. 1' GC. SPACING) (SEE SECONDARY ANGLE SCHEDULE) 3/B' RAMSET/RE➢HEA➢ LET TAPCON THRU PRIMARY ANGLE L 1'x2' 03 EACH SIDE INTO 010 x3/4' SMS TO BE SPACED CONCRETE (MIN 2-1/Z' EMBEDMENT) A MINIMUM OF V O.C. O V.2-x044' OR BASE PLATE (TYP.) MINIMUM 2500 PS.L CONCRETE ' d n 3/0• RAMSET/RE➢HEAD LDT TAPCOH 4 ' 3• MIN.. THRU SECONDARY ANGLE EACH SIDE' O2' 2• 'FROM _— ' INTO CONCRETE (MIN 2-1/2' EMBEDMENT) MIN MIN DOE OF SLAB • NOTES CCLUMNECONNECTION YL_(6 SMH SIDE VIEW • NOTE DETAIL ILLUSTRATES TYPICµ TYP, 2'X SHE COLUMN 2'x6- SMB COLUMN CONNECTION (B) 0100/4' SMS EACH SIDE I (HIM I' C.C. SPACING) SCREEN i 2'x2'x125• ANGLE 3/9' RAMSEVRE➢HEAD LOT TAPCCN THRU (2) 4I0n-1/2' SMS PRIMARY ANGLE L 1'x2- 00 EACH S19E INTO EACH SIDE CDNCRETE WN 2-1/2' EMBEDMENT) VA' CCNCRETE ANCHOR I t'x2'z044' OR BASE PLATE RYPJ (MINIMUM 1-L4' EMBE➢MEND 1 1/4- MIN CONCRETE p A ANCHOR EMBEDMENT E300 P.S.I. CONCRETE } MAX SPACING_ 24. O/C NOTE DETAIL ILLUSTRATES TYPICAL CONNECTION CONCRETE ➢ECX EDGE 2 z6 SMB SECONDARY ANGLE SCHEDULE SCREEN MIN: -?. �- G 1'X2' DID BA Y " 4 INTO RAMS O G INTO COME 17, SECONDARY ILyJ"JJJY (SEES SEC 0 (SEE SEC It NOTES (1) BE PLATE (TYP) RETEEEACHDSIDE TAPCON 2' EMBEDMENT) "ME ONDART ANGLE SCHEDULE) W'i- OTAL TOTPL NCRETE B1OM3/4' CHORS SMS G.) 3/9' 6 3/6• 6 4) 3/B' 64) 3/B' 64) 3/B' 6 ALL µL 1/4' CONCRETE ANCHORS TO BE POWERS POWER -BOLT OUIVALENT) (OR E 91D SMS SeA —67x 1' GC. B12 4• x3H' SMS (2) CONNECTION IS MOD FOR 4,000 POUNDS OF UPLIFT. MINE 2CNC FOR SM0 IMUM ( SECONDARY SPECIAL ENGINEERING IS R3' MOMO 10 EXCEED TADC anGLE S OULE) `AA 0 POUNDS (3) AND V CONNECTION IS HOSED ON 3' MUNDNM EDGE DISTANCE 2'x SMB R SB COLU14( AND 2• SPACING OF FASTENERS PCCOfi TO TOP VIEW 35T1 TAAKAMIIBR SLRX E /� IIG]b ' SB'ACCIDRIS Y Zfi rL PaR R J395 I'R7f1'� YM ➢NC Q CIPYR10BT AL Rcm�m(R• 0N0. 90m - PAGE 60 OF 266 g1.M1E E941) _ 2T-W01 I Tiµ dGM—EU9M5 NG .A OQMSE PMl OP RAIL/PURLIN/COLUMN CONNECTION SCREEN WALL/SCREEN ROOF A44' PHA SCREEN SIDCVALL 1URLI\ PURLIN EDGE HEAM---� Vx044. 02 � B10X1-12' SMS f2) 112 SMS THRU CHANNEL E 24' = AND INTO 2'x2• TBP RAIL WITHIN 6' EA SLOE O COLUMN 043' SB COLUMN 2'x3'z030' PB COLUMN OR 2'x3•z. DETAIL OA 2'x2-mG44- PB SIDEVALL P*NSCREEN" 910 X3/4' SMS ➢PTIDNAL BEANEDGE BEA-BID SMS EA SI➢E OF PURLIN TWO 1 1/2•x2 1/6'zf/B' RECEIVING CHANNEL NOTCH COLUMN TO FIT PURLIN ANGLE 1'xt'z044' D/B LI0 MGM' SMS T112 SMS THRU CHANNEL INTO 2'z2't 1/2' SMS E 24. O.C.2'z3' SB COLUMNAN➢ WITHIN 6- EA SIDE OF COLU DETAIL OB MN TRAL. SURE E ALNIIfADY =uclrCRIS II(STIR PION Y CHARLOTTE, FL 3J95T L K m ➢0PTutcm a 13(D9(®mlc, ➢ E. 2092 PAGE 72 OF 2E6 ( () I)24-3-PXR µ DNONfµYNG NC TLOROA LICENSE VHl BE PLATE (TYP) RETEEEACHDSIDE TAPCON 2' EMBEDMENT) "ME ONDART ANGLE SCHEDULE) W'i- OTAL TOTPL NCRETE B1OM3/4' CHORS SMS G.) 3/9' 6 3/6• 6 4) 3/B' 64) 3/B' 64) 3/B' 6 ALL µL 1/4' CONCRETE ANCHORS TO BE POWERS POWER -BOLT OUIVALENT) (OR E 91D SMS SeA —67x 1' GC. B12 4• x3H' SMS (2) CONNECTION IS MOD FOR 4,000 POUNDS OF UPLIFT. MINE 2CNC FOR SM0 IMUM ( SECONDARY SPECIAL ENGINEERING IS R3' MOMO 10 EXCEED TADC anGLE S OULE) `AA 0 POUNDS (3) AND V CONNECTION IS HOSED ON 3' MUNDNM EDGE DISTANCE 2'x SMB R SB COLU14( AND 2• SPACING OF FASTENERS PCCOfi TO TOP VIEW 35T1 TAAKAMIIBR SLRX E /� IIG]b ' SB'ACCIDRIS Y Zfi rL PaR R J395 I'R7f1'� YM ➢NC Q CIPYR10BT AL Rcm�m(R• 0N0. 90m - PAGE 60 OF 266 g1.M1E E941) _ 2T-W01 I Tiµ dGM—EU9M5 NG .A OQMSE PMl OP RAIL/PURLIN/COLUMN CONNECTION SCREEN WALL/SCREEN ROOF A44' PHA SCREEN SIDCVALL 1URLI\ PURLIN EDGE HEAM---� Vx044. 02 � B10X1-12' SMS f2) 112 SMS THRU CHANNEL E 24' = AND INTO 2'x2• TBP RAIL WITHIN 6' EA SLOE O COLUMN 043' SB COLUMN 2'x3'z030' PB COLUMN OR 2'x3•z. DETAIL OA 2'x2-mG44- PB SIDEVALL P*NSCREEN" 910 X3/4' SMS ➢PTIDNAL BEANEDGE BEA-BID SMS EA SI➢E OF PURLIN TWO 1 1/2•x2 1/6'zf/B' RECEIVING CHANNEL NOTCH COLUMN TO FIT PURLIN ANGLE 1'xt'z044' D/B LI0 MGM' SMS T112 SMS THRU CHANNEL INTO 2'z2't 1/2' SMS E 24. O.C.2'z3' SB COLUMNAN➢ WITHIN 6- EA SIDE OF COLU DETAIL OB MN TRAL. SURE E ALNIIfADY =uclrCRIS II(STIR PION Y CHARLOTTE, FL 3J95T L K m ➢0PTutcm a 13(D9(®mlc, ➢ E. 2092 PAGE 72 OF 2E6 ( () I)24-3-PXR µ DNONfµYNG NC TLOROA LICENSE VHl ALL µL 1/4' CONCRETE ANCHORS TO BE POWERS POWER -BOLT OUIVALENT) (OR E 91D SMS SeA —67x 1' GC. B12 4• x3H' SMS (2) CONNECTION IS MOD FOR 4,000 POUNDS OF UPLIFT. MINE 2CNC FOR SM0 IMUM ( SECONDARY SPECIAL ENGINEERING IS R3' MOMO 10 EXCEED TADC anGLE S OULE) `AA 0 POUNDS (3) AND V CONNECTION IS HOSED ON 3' MUNDNM EDGE DISTANCE 2'x SMB R SB COLU14( AND 2• SPACING OF FASTENERS PCCOfi TO TOP VIEW 35T1 TAAKAMIIBR SLRX E /� IIG]b ' SB'ACCIDRIS Y Zfi rL PaR R J395 I'R7f1'� YM ➢NC Q CIPYR10BT AL Rcm�m(R• 0N0. 90m - PAGE 60 OF 266 g1.M1E E941) _ 2T-W01 I Tiµ dGM—EU9M5 NG .A OQMSE PMl OP RAIL/PURLIN/COLUMN CONNECTION SCREEN WALL/SCREEN ROOF A44' PHA SCREEN SIDCVALL 1URLI\ PURLIN EDGE HEAM---� Vx044. 02 � B10X1-12' SMS f2) 112 SMS THRU CHANNEL E 24' = AND INTO 2'x2• TBP RAIL WITHIN 6' EA SLOE O COLUMN 043' SB COLUMN 2'x3'z030' PB COLUMN OR 2'x3•z. DETAIL OA 2'x2-mG44- PB SIDEVALL P*NSCREEN" 910 X3/4' SMS ➢PTIDNAL BEANEDGE BEA-BID SMS EA SI➢E OF PURLIN TWO 1 1/2•x2 1/6'zf/B' RECEIVING CHANNEL NOTCH COLUMN TO FIT PURLIN ANGLE 1'xt'z044' D/B LI0 MGM' SMS T112 SMS THRU CHANNEL INTO 2'z2't 1/2' SMS E 24. O.C.2'z3' SB COLUMNAN➢ WITHIN 6- EA SIDE OF COLU DETAIL OB MN TRAL. SURE E ALNIIfADY =uclrCRIS II(STIR PION Y CHARLOTTE, FL 3J95T L K m ➢0PTutcm a 13(D9(®mlc, ➢ E. 2092 PAGE 72 OF 2E6 ( () I)24-3-PXR µ DNONfµYNG NC TLOROA LICENSE VHl OP RAIL/PURLIN/COLUMN CONNECTION SCREEN WALL/SCREEN ROOF A44' PHA SCREEN SIDCVALL 1URLI\ PURLIN EDGE HEAM---� Vx044. 02 � B10X1-12' SMS f2) 112 SMS THRU CHANNEL E 24' = AND INTO 2'x2• TBP RAIL WITHIN 6' EA SLOE O COLUMN 043' SB COLUMN 2'x3'z030' PB COLUMN OR 2'x3•z. DETAIL OA 2'x2-mG44- PB SIDEVALL P*NSCREEN" 910 X3/4' SMS ➢PTIDNAL BEANEDGE BEA-BID SMS EA SI➢E OF PURLIN TWO 1 1/2•x2 1/6'zf/B' RECEIVING CHANNEL NOTCH COLUMN TO FIT PURLIN ANGLE 1'xt'z044' D/B LI0 MGM' SMS T112 SMS THRU CHANNEL INTO 2'z2't 1/2' SMS E 24. O.C.2'z3' SB COLUMNAN➢ WITHIN 6- EA SIDE OF COLU DETAIL OB MN TRAL. SURE E ALNIIfADY =uclrCRIS II(STIR PION Y CHARLOTTE, FL 3J95T L K m ➢0PTutcm a 13(D9(®mlc, ➢ E. 2092 PAGE 72 OF 2E6 ( () I)24-3-PXR µ DNONfµYNG NC TLOROA LICENSE VHl DETAIL OB MN TRAL. SURE E ALNIIfADY =uclrCRIS II(STIR PION Y CHARLOTTE, FL 3J95T L K m ➢0PTutcm a 13(D9(®mlc, ➢ E. 2092 PAGE 72 OF 2E6 ( () I)24-3-PXR µ DNONfµYNG NC TLOROA LICENSE VHl COLUMN TO BEAM CONNECDCV RAIL/PURLIN/COLUMN CONNECTIO SCREEN WALL/SCREEN ROOF BEAM CAP W_ 110 SMS a 24' C EDGE BEAM Vx2'x044' OB d2-110x3/4' SMS TO COI. D62' REC CHANNEL V/ t1J tl0 SMS INTO EDGE BEAM AND COLUMN GM SIDES) 41O.L-1/2' SMS . 2 24' Da: AND VITHIN 6' EA SIDE OF COLUMN a x2'x.044' SI➢EVALL 1 0 - Ila SMS D. SIDE OF PURLIN THRU l9'N2'x062' RECEIVING CHANNEL 2 11s SMS INTO 2' x2' TDP RAIL 2'x SMB COLUMN (PER SIDEVALL COLUMN CHART) DETAIL OA 0 flTES` D ILLUSTRATED AS 2'x4' SMB COLUMN (2) WEN USING SOLID COLUMNS A 2'x2'x.126' ANGLE SMALL BE USED TO CONNECT THE I'x2. WE TO THE COLUMN VITH l2) 110 SMS TO COLUMN AND (2) 110 SMS TO VXV On DIMES Ai=ZR PLR RIIDL9S u aFa®la. INC ma3 pA4;S 73 or 200 n OBIDA LICENSE 17u1 2'x SMB BEAM 2-R12x3/4' SHS- 2-112x3/4' ANGLE WITH SMS INTO SIDE) mom. ! INTO SIDE) SMS (SEE SCHEDULE 2 xI x044' _- MINDER OF FASTENERS) 2'x2'x.093' ANGLEJ SMB COLUMN �v�S�iM ��MAXiR 'W bFAY4'114�[ 1 .. , - w 6 - w2 SNS'¢.. 1•.1 5'•1� y63• A6 IM B - 11a fl[[ m m ar I 1' 1' 4S• hT SM 10 - NO SNS a3• 1• 1• LT' H9 SIO IC - SIa MS .. 1• 1• a!' M 310 Il - tla SMS a9• 1' 3• 1T• ma SM la - Ye sxs as• r r ae• WIG NP1XA1E 2 WPg CONNECTION. IIEDIIfNi NASE mMa=fIRTO IVC l/LM[ GMN[RiRYN1PL SPEWCIrICARFMASH. I®S aoe r• uT-IsaD WORM. CORP. n37s Ouiwm NOT TO COU.AfiI TO OEAII CONNECOON unslTx DETAIL •�, .. I r' MM f�[®mYIaIE m GILObL M AILMOIdIi Or M MiCA WSMIC Ol`C AJt Itl1 I.brVl ` .."COON OM[. fOl M O6OIC SiNxIINC NOOX[moN a ivazm m M v[Rnunas rrG alas v M •MIMNX ilauCNa1 uASIw rwf ):: `: . M1 [GY � D9 WT XMRNIf. OaW OPX�Y aR YRIto. M II1101CNML YRWR R M[ 'i•'•• I-� QtA amar K M f�Y �l �A �PI� MYS [XyLDU1C AT TOI O9AY'a MT M19af �AYu�6 rL AUWR 1131Oi Sall TMYY TAV. O1R [ wY �, �[x(Ylp nM1 fS a Imla pwl YIua31Pw ommwa - AurYM oom rw bo) ai4-vY a 1 a I BEAM TO COLUMN CONNECTIONSI (2) 010 x V SMS INTO SCREV BOSSES OF EDGE MEMBER 2' x SMB (SEE ROOF BEAM CHARTS) 2X2 PH lx2 08 SEE FASTENER" O �T[H POST SCHEDULE DE40V FOR Ix2 OB O O B1➢ x 1 1BEA SMS B 6' EITHER I SIDE OF BEAM AND B 24. O.(L ' 1.2 DO INTERNAL SCREVEB TO 2.2 V/ 2 010 112 SMS VITHIN 6' EITHER SI➢E OF BEAM AND B 24' OG 2' x SMBA10 REEF BEAM SEE SCHE➢ULE DETAIL (Z 2x2 SCREVED VITHIN 6' EITHER INTO COLUMN V/ BEAM AND 24' D.G (2) 010 x 3' SMS — 2x2 Fg 2' SMg (SEE RWF BEAM C1N6TD OVCRLM HEAM) DETAIL T'R'ASTER`L 6 OF O6TAVOE TABORER FLSIFN(A OWANCE POST F j(q�[ro M. YFRIKIL MORENDMOIL M. m9LLM W. SP/pN4 (➢GE 2x3 PH 16 - PLO SMS BY 1' I I' 03' 3x2 PH 16 - 010 SMS 09' f' 1' OS' 2x4 SBPB,SMB 2x5 SMB 26 - Bl0 SMS 05' 1'A!" 0.5' 2x6 SMB 28 - 010 SMS D.5' 1' GS' 2x7 SMS 30 - 010 SMS OS' 1' OS' 2 B SMB 34 - RIB SMS Is' I' 05' 2xD SMS 34- B10 SMS 0.5' 1' D.S. 240 SMB 40 - 410 SMS 05' 1'03' 2x2 SCRCVED INTO COLUMN V/ B10 x 3' SMS x GUSSET PLATE MUST BE USED IN CONJUNCTION VITH (VO-BIB SMS FOR A 2X4 PB.SH, OR SMB FOR ALL SCENARIOS. NGYIX2 OB AND 2x2 PH CM BE ROTATED ON ALL CONNECTIONS DETAILS. EXNUPLfl ,SING ➢ETAIL((B� TM THE TOP 2x2 AND Ix2 POSITIONED UPRIGHT AS SMOVN IN DETAILQIS OK. USE FASTENERS SCMD.IULE OF GUSSET PLATE AS INDIrATEA FASTENERS SMALL BE PLACED A MINIMUM OF .5' FROM EDGE OF BEAM AND FASTENERS SHALL NOT BE 9CCPLT� PLACED LESS THAN 3t MART. 6 THESE SPACINGS CANNOT BE ACHIEVE➢, THEN GUSSET PLATES SHALL BE INSTALLED OR Al. ENGINEERING, INC. MUST REVIEW AND PROVIDE APPROVAL ]ET TAIYAIB TRAL.ISUTE E ILNQAW! STAUCITTAIS JUTTIA PLN PaRr OMRID)T6iTEF{L;yBSl d ML ©CbPFp1CH[ ,W BI(G➢®OfG qC 1003 F B1,j�B34-iy3 1 AL O(01f>ANG HG HDAoNk U2NY 17U1 PAGE OE OF 2BO GUTTER TO FASCIA DETAILS SCREEN WALL SCREEN ROOF / / (REF. HEAM TO DETAIL BO GUTTER DETAILS) NOTE, D AL ENGINEERING, INC. DOES NOT WARRANTEE OR GUARANTEE, EITHER EXPRESSLY OR IMPLIED, THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE 2J CONTRACTOR SHALL VERIFY STRUCTURAL INTEGRITY OF MOST STRUCTURE 30 CALCULATIONS ME BASED 01 THE EXISTING STRUCTURE HAVING A 2' MAXIMUM OVCRNANG WITH A MINIMUM OF 2.4 TRUSSES SPACED 24' DC. SPECIAL ENGINEERING IS REQUIRED IH ORDER TO EXCEED THESE PARAMETERS. 43 GUFTER MAY Be REVERSED USING SAME FASTENER PATTERNS. L OX DENOTES ORDER OF INSTALLAnaN PROCE➢URES 4 SNIC E ALUBNMulu4nu----�-.-�..—. IL mom d K ©CQPTBIc➢S A pOpO G, INC. 03 80PAC8 DS OP 2B 4001 µ pLWmdMG NC ROPoOA Um(SE !)NI )63 993 go za %DVd BM�ff IWA '�IS A/I V MIA �ZW Vj%3Z � S�S gIoI M �l MIA � 3M 01 (!�SVJ 39 � 9 GAI. m S�vj AA NID�&IS IS31 SODOCId OSLI ISV31 IV 39 3� 3M M �Dff � � 319tl MMS SS,MIS SIM 13NIN3S00I IN3A3ad 01 3OIA30 DNI=l 3AW TYNi S31%0L19 pi%3n9u&n1 Ja 3sn 3M xa answay 39 aY s maimtl YNM HOV3 WGHJ A`IlVNUOVja C[N31%3 1I UV3 3S3-00I0HVI 01 300 s3ss3dis IvNoovia ismN oi naeo m mM m 43,31svj Al1o3bla IM IWA ANY HO 03Sn 3a TVn UMD"- I MiDVbu d NOIVOIZU --NO! NOUd33X3-V3NV S� 'IX3 IMIA,SI MASCIIN311a0d N3AO IS AOI39 S31M 33S 'IVIJ I JIH 1319vu mi a3ern03m omoveff TVA I JDON .'JIM srlivLqcr Dmi3vad a0vo Ya.......... ....... . 1. x W. w .4 WYN 33m I"'OJ"M H XWT"A' lr Vi3o nuno of MY38 amL ] ..., 11l KDBK aa: ai Oeaae9y11p M�^"+� `^^•"••""•- rgy. - • .- iy [ CAGE BRACING DETAILS CONT D (c) Ila 1-1/2' SMs INTO SCREW B=SSEs— SAVE TmLLLOV SNS TYPICAL WALL L ROOF BRACING DETAIL SIDE VIEW - OPTION A3 5 3/A' GALV, 'COIrT V V NDTrR. CORNER C4MCS GR RIGID BRACING SNALL BE USED ON ANY WALL NOT BIRECTLY fASTEED TO TT FBHISE LY CEBER TO RESIST DIAGONAL STRESSES BUE TO VINDLOA6 THESE CABLES SNPLL EXTEND DIAGBNALLY RCN EAOI CDRNF.R. TENSION S1E➢x.B BE OILIUSTED BY 1HE USE OF TURNBUCKLES NI(NHIICRLCS SHALL HAVE STAINLESS STEEL CABLE SHALL BE ATwLEASTS IB50 PO .S TEST STRENGTH. THE HOTTDN OF THE CABLE SHALL BE FASTENED TO THE SLAB VTTH THREE 14' FASTENING OR TVO S/1" AANNDD TOP STRMS SMALL BE0. EOUIRER BRACING S EXIST, 3 1/2' [ONC SLA ]/32.0 S/S CABLE E1- 6:WELDED ,LZo4Na NICO SLEEVE WI MEv RE SH c m . 3' TURNBUCKLE •ems. ' t :. .•,': • i LOOPED CABLE CONC SLAB . .. RRDD VL VM ENBEED INTO C014CRETE [ONCREIE SLAB :TRAP DETAIL CONCRETE/ LOOPED CABLE DETAIL - OPTION YI SIDE VIEV - OPTION N2 IE(C:AIYIYa 1NNjl'/L s>K701E3'2E J T� [/}a7te7/jL('��IOCTQL (241) 927-4001 STR©OCmlDPR1D6I3CHYt IASLTDIA1cwPmLN Rlc, wc.maPACE BB OF 2BD r I CON�—E',ANCHO.R ADDRESSING EROSION AND UFLIFT..FOR'SCREEN WALL/SCREEN ROOF �! ENCLOSURES l` DETAILTD -' DETAIL® is A RON RM �i O'E".7 x500 P9 (yWMvnas.l CDIIWI!lC, \�S'OML (ALIC i: 1 pw sPM Or Is .!lAt SLUE/ 9 TO BAY AN R 2�y 1) YW W AR Sl GE E ANC W8 1: T� XI �w. 'DETAILQ DETAIL(g) S.. .. it ` i' 7f5 SON L, c0(BNi. .,.. ((�Ypw4111uA111J) GCS 1 • tW',AEIE .' � 1' 'B) ALLBYA4L R�BF B[AY.SPAN Bf.]0'.: ' ' ' }) 4BOO, TE ELOPE BatcPEx N101WEI TG TI 1> u: nWAd.0 ROOF B[AY 4N1 tx u' 1 x)(OIF�TSMip DALLFFW OB)'AM).'• Aw a�EAluf 1. NOVEOMICON YUsT BC YABC AW bf.Mt P6;9&Ill' M CJl09CM AND BE MEP6Y9AS SnR 4AIN1ENU6E TO FCRIY.AII „2 4Sff DTJOF W. BAN. TAL BE %w D{ * c0 ME' LNE,LL FMSTWCndY Cm(TRa uNL 91E �mFlO [40W61�(D 5 11,[QMED aAW.Ra pF Tw. nAeTAL consnwrnar BCNTRL Il(E I { i ALL (OvOETE'4•JSf i1EET- 'TTE 0.fd(SiQTENTs OF OIMTIR 15 N M AL•U WR14 STRUCTURE WASTcx PLAN 100 mnOM; i A.'BASL VAIERIat n96(vT3s 1NBT DC IxEi:'W CDNBRBTE TASTO(EA 6(EE mt, 50 W cm!t fA 11R TMC CUSEV5 T 6 3 1Ma S:AB YVSt DC AY LEW (.53; .TM41 SwC�1C mm:(Ult M:A OCQM' 1N W nc ABa MAY SNAN FAUs'WPaY. PARAYL7ET6 EVR A "ECDTc CCNLRETE AM(11CP. EVT'L S�JIPE ➢Oilf NOT. MEN'Du 5. li :. 1MaTA VwcN E WOE IN= BE INSTAVED W DROVE TO Y¢T IVE 61APC 0.[WuaddR �1T TAKVM IRN.'f.AR [ :' �Spy3ADEAt}TApcTDRTP l(ASTIA PIAIF (lyT pcylpTlE M1 y1y .. I ®DyTyaffi IL DICY�a, 20G-00E3 PAD? D gq�lOT. RBE a0,(SY) 24F . 6 MC EllxlDA UTAIEE F-1 1EEY16® r. . qqsy B� MA%N1ROOF BEAM SPANS ',�-�S IN DECIMAL FEET EXAMPLE IN P� SCREEN ROOF -SCREEN WALLS POOLENCLOSURE j'w UP TO 130 MPH WIND SPEED, EXPOSURE C t DEFLECTION U80 �Gi HM COLUMN USED -> P s I B -WALL BEAM USEDPS ROOF14� ING IFl 2.3 (G) 2YJ SB lHl U4 PER l0 2x4 SB (J) 2A SUE IN) 2x5 SMB (LI 2.6 SMB (M) L7 SMB IN) 2x8 SYS (0) 20 SMB IP) 2x10 SMB (AR) DBL 2.7 IASI DBL 1.B IA7) DBL 2x9 T 14.40 N.60 14.90 1510 15.]0 15E0 t5.00 1500 16.10 16.10 t6211 (H) - 3.]0 1].60 1J.00 1].90 14.2D 14.40 14.70 14.00 H.90 15.00 150D a 2W0' 1250 4J0 ll.00 13.10 1100 1160 13.B0 1180 14.00 t4.10 14.10 n PB 4- N.BO 1200 12]0 12.40 12.60 t2.B0 13.10 1120 13.30 1].20 13.10 x -0'1LJ0114011.70112.50 12.60 1250 1240{TtFB0 100 11.20 11.Y1 11.50 ll.80 1200 12.00 11.80 11.7U4T6.60 16.80 17.20 17.40 17.]0 1&00 18.40 18.60 1&W 18.90-P540 t&60 15.DO MAD 16.40 16.70 1T.10 17.20 17.2n42' A.SO14.60150015.10 15.40 15.70 1&CO t6.20 18.40 18.50SMB41' 1] 13.90 14ro 1430 1160 14.90 15.T0 15.I0 I&W 1Sfi0 15.]0 a'4T 1110 1120 13.50 1170 13.90 14.20 14.50 14.70 14.90 15.W4T12.60 t2J0 1].00 13.10 1140 1]]0 1190 14.10 14.30 14AU'P 10 t900 2020 2&i0 11.10 21AB 21.(K)b ti.W tT.00 18.20 i0A0 10.T0192019.60 19.80 20.10 20.2as.4T 1&W 16.70 17.10 17.20 17.60 18.W 1&40 1B.T0 18.90 19.00SMB-w 15.70 1590 15.20 1&40 10.T0 17.10 17.50 17.]0 10.00 I&IIJ.0- 1&00 1&20 1550 15.60 1&90 18.30 1670 18.90 IT20 17.30-0'14.40 14.60 14.90 15.M 15.30 15.W 18.00 15.20 1&50 16.60'.a• 2240 22.60 23.00.20 2].60 24.30 24.80 25.20 L60 2180(L)'-0' 20.00 20.90 21.30 21.50 21.90 22.40 25.00 2].30 23.80 23.90 2420asA' 19.50 19.ro20.OD20.20 20.50 21.00 21.63 21.90 22.40 22.0 2J00 x SMBP 185D 18.70 19.00 19.10 19.50 19.90 20.50 20.00 21.20 21.40Z 17.70 1].9U 1820 1BM 19.60 19.OD 19.60 19.90 2&30 20.40 2070 t 4T1],00 17.20 17.40 17.60 17.90 1&30 18.00 19.10 19.50 19.60'4Y 36.20 25.]0 25.00 26.00 20A0 2].00 27.00 2&20 28.00 29.00 29.40 n(M)-T Z340 2150 23.90 24AD 24.50 2510 26.]0 26.20 VL80 27.00 2].30 a2x7-w 22.00 2210 2250 ZL60 23.00 21W 24.20 2400 2520 25AD 25.70 xkx SMB-0' 2D90 31.00213U 21.50 1.B0 22.30 2100 23.40 23.90 24,10 - 29A0 a'-0-10 20.40 2050 20.80 21.?0 21.90 22.30 22.90 23.00 Z140 x z 0-9]01960 19.70 20.00 20.50 21.00 21.40 22.00 22.10 22.20 x '-0'30.00 M40 J0.00 31.00 31.40 32.10 am 33.70 34.50 31.90 ' � 3540 x(N)'-0- 2010 28.30 28.70 26.80 29.20 29.80 30.60 31.20 32.10 32.40 32.90 x x x 2.8'-0- 26.50 2&70 2i.00 27.1D 2T.50 28. 20.80 29.40 W20 30.50 31.00 x x x SMB-0 2510 25.30 25.60 2S80 26,10 20.60 27.30 27.90 28.70 29.00 29.50 x x x B'-W 24.10 24.30 24.50 74.50 24.90 25.40 28.10 20.70 27.40 27.702020 x 9-T 2120 2J.J0 2] 60 1,170 24.OD 24.40 25.1 -25.601 2&301 26.60 27.10 v n UP TO EXPOSUREC EXAMPLE POOLENCLOSURE P "wnLL ROOF BEAM USED SPACING IFL. all PB !GI SD (H) 2.4 PB (I) 24 SB (j) 2n4 SMB (K) 26 SUB 1(UA w 1. SMB_ (M) ww EMS (N) SUB (0) w SUB (P) 2x10 BMB IAR) DBL 2x7 IAS) DBL Na (AT) DEL 2.9 33.10 3130 33.70 33.00 34.20 ]4.80 ]S90 � � 38.60 37.63 3&w 3830 x (0) 5'4T 3&80 3100 31.30 31AB 31.00 3240 1130 .-'JI.00 35.00 35.40 36.00 x x x 2.9 V 29.10 2&20 29.50 29.80 30.00 ]0.50 21.W �.32.00 3 W JJ.30 3J.90x SUB T-0 27.60 Z7.80 I..28.10 28.50 29.00 29." 1.40 SIN Vd 2&5D 26.60 2600 2&90 2T.20 2]."ro 28A011 20.70 29.90 W..- 30.90 z X 94T 25.50 2Sfi0 2SB0 2590 3fi.20 28.30 26.701 27.201 25.70 2900 29.]0 x 4'-0' 00.]0 00.50 40.00 4&90 41.30 11.90 42.101 42.601 45.20 45.00 48.90 (P) 5'-0- 37.60 3].ro 30.00 38.10 38.50 30.60 3800 38.90 4200 42.60 43.i0 x 2a10 E-0- ]5.50 3560 35.90 3&00 38.30 38.00 3590 36.101 39.40 40.10 4t ]0 BMB 74T ]3.00 33.90 J1.20 34.J0 34.50 3190 33.701 3190 30.70 0'-0- J2.40 ]2.50 ]2.>0 J2.B0 ]].10 32.20 32.00 32.00 J4.60 ]S.W ]i.50 x T- 4'-D' 31.201 3150 J1.50 3L60 J1.00 30.70 30.90 M4011 32813 JS]0 38.00 . 35.30 Y 3800n ]630 (AR) N7 Y E-II7' x • x R t x x Y X Y • x a % 32.90 3L00 33.50 31.60 13.]0 ]1.00 DBL SUB T-0' B4T x x x Y z z • • 1. z lx a lx28.10 29.40 30.00 2B.ro 30]0 28.90 9'4T. v R a x x • 1. Ix 27.00 2T.60 27.E 4'd [ x a • [ x x v n [ 35.80(AS)0 11402x0 0 SIfi0DBL T40 "W35O b.00SMB 0'-0' x n x • n60 28.80 50 27.]04,Q00 17. (AT)S0 X a x 4280 4].>0 44.10 D9 DBL SMB -0 T-P 9.0' [ [ x x w x x Ix x Y Ix [ a Ix x x 1. x x Ix x X Ix R x ix x x x 40.20 A1.20 38.20 3SW ...1 ..1 35.10 W.10 41.fi0 39.E0 3T.90 3fi.50 MULTIPLY THEALLOWABLE SPANS BY THE FOLLOWING FACTORS TO GETALLOWABLE SPANS FOR DIFFERENTWWDSPEEDS WINO 50PE PACT COPY ,41 MAXIMUM ROOF BEAM SPANS IN DECIMAL FEET SCREEN ROOF- SCREEN WALLS UP TO 130 MPH WIND SPEED, EXPOSURE C DEFLECTION U80 COLUMN USED EXAMPLE: ,. POOL ENCLOSURE m ROOF BEAM USED vvn�� SPACING 11 (F) 2x3 PI3 1 (G) 2x3 S13 I (H) 2x4 PB (1) 2x4 S13 (J) 2x4 SM13 I (K) 2x5 SMB (L) 2x6 SMB (M) I 2x7 SMB (N) 1 2x8 SMB (0) 1 2x9 SMB (P) 2x10 SMB (AR) DBL 2x7 (AS) DBL 2x8 (AT) DBL 2x9 4'-0" 14.20 14.40 i 4.801 14.901 15.201 15.501 15.70 15.901 16.001 16.101 16.20 x x x (H) 5'-0" 13.20 13.30 13.70 13.80 14.00 14.30 14.60 14.70 14.90 14.90 15.00 x x x 2x4 6-O" 11 12.401 12.501 12.801 12.901 13.201 13.401 13.70 '13.801 14.001 14.001 14.10 x x x PB T-0" 11 11.701 11.801 12.101 12.201 12.501 12.701 13.00 13.101 13.301 13.301 13.20 x x x 8'-0" 11 11.201 11.301 11.601 11.701 11.901 12.201 12.401 12.501 12.601 12.50 12.30 x x x 9'-0"1 9.701 10.901 11.101 11.201 11.401 11.701 11.901 12.001 11.801 11.701 11.60 x x x 4'-0" 1 16.401 16.601 17.001 17.201 17.501 17.901 18.30 18.50 18.70 18.801 18.90 x x x (J) 5'-0" 1 11 15.201 15.401 15.801 15.901 16.201 16.601 16.901 17.101 17.401 17.50 17.60 x x x 2x4 1 6'-0" 14.301 14.501 14.801 14.901 15.201 16.501 15.901 16.101 16.301 16.401 16.50 % 1 % I x SMB 1 T-0" 11 13.601 13770.,,.'Z1.4�00.-�14.10 14.40 '14.701 15.101 15.301 15.501 15.601 15.70 1 x x x 8'-O" 13.00 13T10. WK13T40' M13.50 13.80 14.10 14.40 14.60 14.80 14.90 15.00 x x x 9'-0" 11 12.401 12.601 12.861 12.901 13.201 13.50.1 13.801 14.001 14.201 14.301 14.40 1 x x x 4'-0" 11 imml 19.001 19.40 19.60 Y0.00 20.401. 20.90 21.20 21.60 21.70 21.90 x x x (K) 5'-O" 17.50 17.70 18.00 18.20 18.50 18.901 19.401 19.701 20.001 20.201 20.30 1 x I x x 2X5 i 6'-0" 11 16.501 16.601 16.901 17.001 17.401 17.801 18.201 18.501 18.90 19-001 19.10 x x x SMB 1 T-O" 1 15.601 15.70 16.10 '16.201 16.501 16.901 17.30 `17.601 17.901 18.001 18.20 x x x 64" 11 14.901 15.00 15.30 15.401 15.70 16.101 16.501 16.80 17.101 17.20 17.40 x x x 9'-0" 11 14.301 14.50 14.70 14.801 15.10 15.401 15.901 16.10 16.401 16.50 16.50 x x x 4'-0" 11 22.20 22.40 22.80 22.90 23.30 23.90 24.501 24.90 25.501 25.70 25.90 x x x (L) 5'-0" 11 20.60 20.80 21.10 21.30 21.60;22222.70 23.10 23.60 23.80 24.10 x x x 2X6 6'-0" 19.40 19.50 19.90 20.00 20.3021.40 21.70 22.20 22.40 22.70 x x x SMB T-0" 18.40 18.50 18.80 19.00 19.3020.30 20.60 21.10 21.30 21.60 x x x 8'-O" 17.60 17.70 18.00 18.10 18.4019.40 19.70 20.20 20.30 20.60 x x x 9'-0" 16.90 17.00 17.30 17.40 17.70 18.60 18.90 19.40 19.50 19.80 x x x 4'-0" 25.00 25.20 25.60 25.70 26.10 27.50 28.00 28.60 28.90 29.30 x x x (M) 5'-0" 23.20 23.40 23.70 23.90 24.20 '' .25.5 25.90 26.60 26.80 27.20 x x x 2x7 6'-0" 21.90 22.00 22.30 22.40 ,22.80 .' 23.90 24.40 25.00 25.20 25.60 x x x SMB T-0" 20.80 20.90 21.20 21.30 21.60 -22.70 23. 0 23.70 24.00 24.30 x xx8'-0" 19.90 20.00 20.20 20.30 20.60 21M 22.10 22.70 22.90 .23.30 x x x 9'-0" 19.10 19.20 19.50 19.60 19.80 20.20 20.80 21.20 21.80 22.00 22.40 x x x 4'-0" 30.10 30.30 30.60 30.80 31.10 31.80 32.60 33.30 34.20 34.60 35.30 x x x (N) 5'-0" 28.10 28.20 28.50 28.60 28.90 29.50 30.30 30.90 31.80 32.20 32.80 x x 2x8 6'-O"26.40 26.50 26.80 26.90 27.20 27.70 28.50 29A0 29.90 30.30 30.90 x xSMB 7'-0" 25.10 25.20 25.5025.60 25.90 26.3`0 27.00 27.60 28.40 28.70 29.30 x x8'-0"24.10 !xxx 24.20 24,40 24.50 24.70 2 .20 25.80 26.30 27.10 27.50 28.10 xx9'-0" 283 10 23.20 23.40 23.50 23.80 24.20 24.80 25.30 26.10 26.40 27.00 x x 3 I -FILLER- SCREEN WALLI Im to nvmr ulT eu.aN m TXTm i iN ATXN W. V IW14 'OlO0aTl6 Is INLTALLED IN M mum VNL a M Kl P m Or wat mX AM M fS10ON W VIaE MAAM !S TALL IIAT OPEN M �N MM TKAT K JXCTl. K R1Z Ay TO MNT 6 IIO:TY. rn ANNAY TO KEFT SOaDRI! FRO. INXTMIIO IDOM •N.OVIMO f11f' AT TA1Y TIT vva�RETstnEs. rt Is Im RDMmFD M xIC161ATE DNLL ME VGTALLEo IAINO 44 M0. AT N• ANY r TI✓m1ENA CHARTS MA)UMUM COLUMN HEIGHT IN DECIMAL FEET SCREEN WALLS -SCREEN ROOF WIND LOADS UP TO I" MPH.EXPOSURE C -.DEFLECTION ISO SPANv17. DEFLECTION U780 SPAN>77 SPACING (D) W PS (E) 3# PS IF) 2C1 PS IS) zd SB (M 9N PS 0) 2H SB (J) ? SMB (19 96 SMB lU M SMS (M) 2x7 SMB (M 2)a SMB (0) 24 SMS (P) 2=10 SMB 1 1 / X X i 4*-V e.so IN tz001 1zOO 12.00 12.00 1200 12.00 12.00 t2.00 : ".x x W-V 7A0 8'30 11.10 12.00 12.00 12.00 12.00 12.00 12.00 1z00 : - x x ea' r4' 7.40 7.00 e.80 5.30 10:50 i9.90 17.30 10.70 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 1z00 1200 x x = X _ x 8.4T' 6.70 7.90 Ii9.50 10.30 12.00 12.00 1200 7200 1200 1200 x X X e.40 1 7.60 Ii9.10 B.BO 11.50 1200 1200 12.00 1200 12.00 X X x POLATION BETWEEN VALUES IS PERMISSIBLE- � S IN DECIMAL FEET. VAL MULTIPLY THE COLUI VE1GHTS BY TIE FOLLOWINGUF MACTORS TO GET ALLOWABLE HEIGNTS FOR DIFFERENT WINDSPEEDS WINDSPEED FACTOR 140 0.95 120 1.05 110 1.10 COLUMN HEIGHT IS 12.00 FOR ALL WINDSPEEDS. IDM Y CMLIIADQ6 ARE lASEO DI S1faP11Ras VDN A MALIEM ROr KE W 23. OR Ui3X v N�IE iASTDUTS ONl1 6 A KDOAN OF r srAma: AM r TTnN TD¢ Of @CYC1L W ML Ur COlOfEfE ANC1 TO m SOVFAS AW MOLTS OR mUiVtT.DITT IraEss OTIonIs[ >P¢Bsa 4D ll0s ORID4Al10N n M M iatml VA TINT ALT M A TWFR' R[IHEOI OOST➢D OICKTE 01IRM VM W MST SIRICTIPE AM DOSTIM TMMSEo ROOF AK' DOM NOT N TIMC DImEO@ri TTY M DOSTOC. sTROCMCi W M. EMIIEM M. INC RECOaORS THAT CQORACTOt USE SPACis S141LlER IINN Y VIM Mal RACE CHNRRA0. S1PPOITS M EARTIRR TINN 6' VONTJLLY TO MDT S taX FOIM •PIDVUIO WV. N- PKVaX Dn DC- Ts MT REST WC M MIT WSTS DUE TO RESaSFNOIG W & OCUMMr. RTG RCSGVJ s M RRRR TO REVISE TWs OImEE4Do AT ITS oDYBTTOK ANY faV H= OR CNMI¢S TO M MEE KPfASEDE TNIs O6N=M JOB IH 03-1621 CLIENT. KRUGER C=TRUCTION 112736 , OuN MOT TO • SCREEN VALL ENCLOSURE OIEImQLS ? ADIIEON WCIIOW ARE N NOES IREfs ODEANSE DIMOTTA MASTER DETAIL IIRS Dmm 1OElS m Da t M REOj=Irs OE auMml la • 20 Q TIE ITDwOA swoMc COIF =I. t0R 13O.p. TRDLO c. iM6 ®OI OOES MT OpOallllE CMOmOAI fOR M F1iSNM SiMC1WE THS OCOG" S ST6ECT m M Wtax'ATmm AM OETA arm •MRNNW siR11GOMLS NAsml N.TN' 2aOR EMipl (A ). k DKTI�SIa OpEX MT fA101N % 0TND1 O T OR M@Mo. M saUIC1aRK NIOORtt OF Tt MONO 3IRU TR N M W IROY. _ � ��,�/6'iJ 1Naiu FfMl 0Ns GTML M TAxD1 m MROEIN MVA ACO01 OW m Dea1t1AR YETMs MU_�M17 4t MMRO(WOIR 41 `( `r& L%-X EEM]S fp1O0Dl E III6] /jam /,RiOIT OM0LRE1.i�A7=� 1j `'.(wiLr-1L1• Dm�mBit_Si nOD-MO Nh-NOI"�� AI. E®DE E)NI t10CT1IlAE lMGafIAaG - ALISO.AN tOi iA6`MD 6i4-Os2 i0 1 Q 4 (A) DETAIL OA OR 1IIW1/4'SNS mW 3' ANLLES 2'xr PP COLUNN EAOI SIDE OF CU.UN 0 S10 x ]/A• SMS�— DEraL gI 2. PS. SNAP OR SMS CAIRN INTERmt FASTE lift Ile IN Wr INTO SDEVS6S N CNSIDE ET1 �@TERRR 9 RECEIVING CHANNEL VRO SIDx➢/.• SNS INTERIM CHAIR RAIL CONNECTION DETAIL 2. SNM M SNS CILU), 2.2 PB OR 2X3 PS CHAIR RAIL HIDDEN CNN@ RAIL CUNECTIM DETAIL DETAIL �2 DETAIL OB SASEH E TC rue �( LASE PATE l I-x2•xD.H• DO SASE f PUTS RYPJ 2500 PSL C@IG 1 ! dFAR • •• d j DIVAN III %! - SIDE VIEW Vi. INTO r.rxA50• PB LA III E D(@TIR➢1 (.NSI0.1-V2• SMS DB X„rmM w •Tr >wm 11 III HAIL SP. � 6• DL. 2A• OC. 27 Z 2500 PS7. UWJ (TYP) (TYPQ (TYP.) ELEVATION BOTTOM CONNECTION d H d r.0•x-050• PD MUNN SCREEN rx -. r AGLE EACH SIDE =I Q1 IRIW.' Sla EAT➢R — rSIDE (SPACED r 11C. IUL) FeNeANGLE d 1/4• STAULESS STEEL RANSET/ REUEAR TA'ETNe V/1E0-VAnRR (U( EQUIVALENT) CPr<EIE AR➢OL rAVENER To POETM71 AHELE AND I'm ® INTO CONCRETE EACH SIM n-➢/A' MIN OOEOOen m DO BASE I'LATE nYP.) 114'ANC qN EU(CREIT d d THE / r SHS SCREVEDD NOTES, FRONT VIEW U AL WM• EDNCRETE ANCHS➢O US BE ,OVEBS POVER-SALTS (ER EQUIVALENT) UNLESS 01E 12 RES, AND 1/A'x2- WEED VITH@ U• OF STATED. w CONECTIIS( IS BASED U( r MINiNAI CDM ➢TSTAi ANO LIMITATIONS OF SPACING SETVEEN M. ALU6 Ix2 OD. BVER BU.T QR FASTENERS OWUNU( A• SPACING) y ALTERNATIVE FASTENERS ANY u ICED IN PLACE Or THE WA' STAINLESS STEEL RANSET/REgEAO TAPCON VrtEO-VASTER PROVIDE➢ TNE@ VUNONO/ALLDVABLE VALUES I'M TENSION AO SHEAR BASED ON O• EDGE @STALE AND .• SPACING ARE GREATER THAN THE VALUES OF THE VA• RAMSET/RCDIEA➢ TAPCOE UENSI�S, SNEASZ-4XI) A) IT IS ACCFPTASLE TO PLAEC nE t12.U/1• SR6 THAT EUSECT UE ANGLE AM PATIO ➢EAR IN A VERTICAL CONFIGURATION RATHER THAN THE IRRIT➢NTAL CONFMARAn@l SHOW W PROPER McAUTIUA SHALL DE TAKEN TO PREVENT C6@OSIUe AND GALVANIC ACTIO( DIE TO DISS➢ILAR METALS AS IDRROUVE ENVIRuwENT& NOTG U MOUAT®S ARE SASE➢ ON 2rR1LTUES VITH A HAVIIIN RXIFI RG W 25' OR LEiL ?1 COCRETE FASTENERS SIVLL E A ImODN S r SPACDG AN, r n®1 ESE S LTNLRETE. W AL W O}DETC AOOIL TO X PDVERS P XDLTS (111 EOWWV EM) LrAE[S DRONISE sPEC6SD. Q TAUS EE,T UN IS M THE SCEn1 WALLS TINT AU AS A 1111W D[IVEEM COSTING ERLIEfE COLUNS. WALLS S NOV STRICTURE AND GUSTING TRUME➢ RDOF AND DOES NOT m(Snr➢TE OrHNEEADc m TIE EXISTOG SrmGIUEL v AL ENGDFlROIG = REmDElOS THAT mRRAnm = SPACES GNLLan UaN 7 VIDE AND PEASE Cxw(RAIL SUMI)UL NO FARTIER THAN 6' VCRTIMLT TO XUP SCREEN FROI -BLOWING Len•. AL OLDEFROt INC. Is NOT REZPOO'v r m ACE C IS DUE m ¢sGRm➢xG u AL OGINGWINf. ING RESOLVES THE AUGHT TO REVISE THUS LRGIN[U NL AT US DISWACTIOL ANY MVISIO1 OR GIAHLLS TO TIE ESL SIaOOEDE THIS EIGIxEOIxG. .JOB N 03-1621 ORATFIIG NOT m SCARE CLIENTS NRUGER CONSTRUCTION 81275G SCREEN WALL ENCLOSURE DUENsgw a AUASNUY src➢as ARE DI En ES NAas onmlrsE ovroTED. MASTER DETAIL THIS DESIGN IEETS a EXCEEDS) E REDUEET G s OF CA PIER IB B So of THE rtcRmA DU(DN0 CODE 2001. FOR IsoRA TNAt 0. E WOSU E le. q T)a om(DT DIES Mr DDIanTWITE olalaexc IQR nE SAILING SDRICINRE BLS DESIGN a D1a.ECT TO TIE DPE 111:0131 AND DUALS Of THE •AUAANDR BT IVRCII NASRR PUN' SOD[ EDm(N (ALSRP). �N AL EDQHEWIC DOS NOT 11AMAIT. OTEI) [IDRESSUY OR III%= THE STNICNRAL S(RWTY (r DE [1PLTRITQ I5 NyI 11,1l'(. / [I6 P r] AROOI r11LCmFncrQ SMAL BE TAIUN m A r QAVANC AUICH DDE TO Da41CN( •ETA➢ AND 11I [ I 1Y / /,I MRIDA'LRDiR LED.. SlpTENSG D. [Dp➢ �D��D1Ey y I �FOlri�rOWLRTIE. R >7DI2E�/y� A. LICENSE 87441 it' NE'TIR'AL ilGV6RRG - AU mwN DESIGN r" (s.n S24-rw K 2 V 4