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HomeMy WebLinkAbout04110159 Building Plans1 Instructions: 1. Study the plan thoroughly. Be sure to check your local code requirements and if required obtain a building permit. Omit steps 2 through 9 if slab is poured by contractor. 2. Locate the garage on your lot to conform to local code requirements. Such as side and rear lot set backs. Allow enough room for easy entrance, exit or tum around, if possible. 3. Stoke out the foundation carefully be sure all corners ore square, diagonal measurements should be equal. Remember that the dimensions on the plan are to outside of concrete and face of studs. 4. Dlg trench for foundation wall and footing. Bottom of trench to extend 6" below local frost line. Call Building Inspector to check location and trenches before pouring concrete. 5. Pour concrete footing at bottom of trench 8" high. Provide key in footing by inserting 2'x4" in center of footing for length of trench. Remove 2"x4" after concrete is set. 6.Form both sides of concrete foundation wall from top of footing to a height 8" above established grade. Call Building Inspector to check wall forms before pouring coocrete. Have local electrical contractor install conduit for electrical service, before concrete is poured. After forms are in place and securely braced, pour reodymix concrete to the top of fortes. Spading to insure total compaction and all voids are filled. 7. Set anchor bolts in concrete located as shown on foundation plans 1 3/4" in from edge of concrete and extending at least 2�" above top of concrete. Space two bolts per plate minimum. 8. Remove forms after concrete has set. Backfill earth around wall to 6" from top of wall. 9. Use 4" gravel fill over entire floor area and tamp to within 10" of top of rear foundation wall and 12" of top at front to provide 2" pitch for floor slab. Pour concrete floor slab to thickness as shown on drawing. If desired use 6"x6"010 welded wire fabric reinforcing in the floor slab. 10. Place 2"x4" treated bottom plate on top of bolts with edge of 2"x4" flush with outside face of concrete and tap with a hammer over each bolt to locate position of bolt holes. Drill 3/4" dia. holes in bottom plate. Check by placing 2x4 over bolts and be sure that edge of 2x4 is flush with face of concrete. NOTE: Note that the walls are (eyed out in at least two panels each. This has been done for ease of handling the pre -assembled walls. Begin construction by assembling wall panel A, B, C and D, on the concrete garage slab, Assemble all four panels before tilting them up into position. 11. Lay the predrilled 2"x4" bottom plate and one 2"x4" top plate for panel "A" side by side and mark position of 2'x4" studs 16" on center as shown on panel elevation drawing (note that the Rrst stud space on each end of panels is measured from the outside Face of stud to the center line of the next stud). Assemble wall section A using pre-cut 2"x4" studs 7'-8 5/" long. Nail through top and bottom pi.. _, ;nto studs using two 16 penny nails of each connection. 12. Let -in bracing. C'ieck panels for squoreness. Lay the I"x4" comer brace on panel outer coiner at too panel down to bottom plate at a 45 degree angle. Mark 1"x4" position on each stud. With your circular power saw cut ;nto stud 3/4" at each mark. Using a chisel and hammer knock out the piece of wood leaving a 3/4" recess into which you place the 1"x4" comer brace and nail with two 8 penny nails at each stud and top and bottom plate. Repeat steps 10 and 11 and 12- for panels "B", "C" and "D". 13. Now that you have the first four wall panels assembled you can :tort the erection of the walls. Tilt up panel "A" and place it in position over the anchor bolts. Brace panel securely with 2"x4" brace to ground stake. Place washer and nut on anchor bolts and tighten down panel. Follow some procedure for panels "B", "C" and "D". Ground stake DIAGONAL BRACE -TOP PLATE ADDED AFTER WALL IS 1N PLACE 14. Repeat instructions numbers 10, 11 and 12 for assembly and erection of panels E, F and add four 2"x4" beam supports to right side wall as shown on framing elevation. 15. As parcels are erected you can add the 2"x4" tie plate. Lap at comers as shown on wall framing elevations. Nail with 16 penny nails 24" on center. 16. Assemble the front wall framing on, an "as you go basis". Add double 2"x4" cripples to support each side of the overhead garage door heooersr. 17. Assemble garage door headers v>i.aC. Z- 13/4^ tt'/a" u+vcR�.tis qLE LAW,. aAtt- headers together using No penny nails. Tie entire front wall framing together with the 2"x4" tie plate. Nail 2"x4" surround to inside face of cripples. is 3 CAR GARAGE WITH LOFT 18. Lift assembled header into position and rest on cripples and nail to panel studs using 16 penny- nails. 19. C,,,- Z- 13/4'A tt'4!, rttcRow/-, 0EA^-r. r-e.aGs 4 A-�D -14 it- Tc"(� cal Ke penny nails at each end. Stagger kopenny nails 32" on center along top and bottom of girder on both sides. Raise assembled girder into position with joints centered over steel posts. After girder is in position and level, fasten to column plates wkh log screws. 20. Add remaining 2"x4" tie plate to top of panels. 21. Loy loft floor joists iU' on center across top plate and girder, Note that the first joist space on each end is measured from the outside face of joist to the canter line of the next joist. Butt joists at center, nail together with a splice plate over girder. Nail 2"x4" blocking between floor joists -. over girder. Nail joists to !ap plate and girder. Double joists at 3.,oir opening. 22. Nail and glue 3/4" plywood floor to 2"00" joists. Stagger joints of plywood so that joints on adjoining sheets do not occur on the same joists. Nail 8 penny nails 6" on center on panel edges and 10" on center at intermediate joists. 23. Cutting rafters is simplified by following the pattern provided on the pian. Layout and cut two rafters to size. Set the two rafters in position to ched: for accuracy before cutting any additional rafters. (Be sure to use the some rafter as a pattern to make all additional rafters). 24. Erect and "tock -roil" the end rafters in place and brace. 10 or 12 feet from the end wal', repeat the above process. Then slip the ridge board into position. Be sure ridge is I -vel, rafters are plumb and brace securely. The remaining rafters can be put in place. Collar ties should then be nailed to rafters, before bracing is removed. Add gable end and eave blocking as shown on plan. 25. Add 2x4 gable studs as shown on framing elevations. 26. Apply 1/2" plywood sheathing over roof rafters starting at the bottom of the rafter. Stagger joints of roof sheathing so that joints on adjoining sheets do not occur on the some rafter. Trim eaves and gable ends - 27. Apply metal drip edge to gables and eaves. Apply roof shingles. .Follow manufacturer's instructions in bundle. Extend shingles 3/4" beyond face of trim board, and excess of shingles should be cut from inside only in order to maintain a trim appearing edge. 28. Trim out door opening with jambs and casing. Install windows with bottom sill resting on 2"x4' sill plate. 29. Apply aluminum coated Kraft paper over outside stud wall if desired. Start siding at bottom, makeing sure that first board is level. Check fcr level at every third board aid cut all icints and ends square, staggering joints on -.;de walls. At top of walls and gables cut siding to fit tightly against roof sheathing or trim boards. Add panel siding as shown on elevation. 3D. Build stair as detailed on plor,. 31. Trim comers. Install doors. 32. Install garage overhead door following the manufacturer's instructions included with the door package. 33. Paint or stain siding and trim as desirod. MATERIAL LIST Sheathing QUANTITY SIZE DESCRIPTION BOARD FEET i Pc. 2x4-20'. Treated Wall Plate 13 2 PCs. 2x4-16' Treated Wall Plate 21 2 PCs. 2x4+12' Treated Wall Plate 16 2 PCs. 2x4-8' Treated Wall Plate, Cut 11 1 Pc. 2x4-20' Top Wall Plate 13 2 PCs. 2x4-16' Top Wall Plate 21 2 PCs. 2x4-14' Top Wall Plate 19 2 PCs. 2x4-12' Top Wall Plate 16 2 PCs. 2x4-8' Top Wall Plate i i 1 Pc. 2x4-16' Tie Wall Plate 11 2 Pts. 2x4-14' Tie Wall Plate 19 5 Pa. 2x4-12' Tie Wall Plate 40 2 PCs. 2x4-8' Tie Wall Plate 11 91 PCs. 2x4-8' Pre Cut Studs 485 12 PCs. 2x4-8' Cripple Studs 64 8 PCs. 2x4-14' Cripple Studs, Cut For Two 75 9 PCs. tSIVAtlWKtd-o M,CtoL.'A- k*A>DEIt.'- to iftAl r✓ bc*R Z PCs. 2x8$' Headers, Cut ZZ * 6 PCs. 1x4-12' Diodonal Brace 24 Z PCs. 1'j!4'xtt7/b'�c3PsLo atvt.+r++� li&Af.*, Golvanasd Roofing Nails 2 PCs. 2w¢-16' Girder Plate ZZ PCs. 2x10-12' Floor Joists, Headers 1120 7 PCs, 1x6-12' Splice Plate 42 144 L. F. 1x3 Cross Bridging 36 27 PCs.. 4'x8'-3/4" rice. T&G Plywood Floor 864 S.F. sw PCs. L x b,c ze . Rafters 1444 I Pc. _ 2 x to -20' Ridge Board 33 IPC. Zx1Q-18' Ridge Board BIC> 8 PCs. 2x6-8' Rafter Collar Tie 64 2 PCs. 2x4-10' Gable Blocking 13 6 PCs. 2x4-10' Door Hardware Surround 40 4 PCs. 2x4-12' Gable Bottom Plate 32 4 PCs. 2x4-8' Gable Top Plate 21 18 PCs. 2x4-8' Gable End Studs 96 3 PCs. 2x4-14' Cripple Studs Gables, Cut 28 3 PCs. 2x4-8' Header, Cut- Gables 16 4 PCs. 2x4-14' Stair Rail 40 2 PCs. 2x4-12' Stair Rail 16 2 PCs. 2x4-8' Stair Rail 11 2 PCs. 2x12-14' Stair Carriage 56 3 PCs. 2x10-10' Stair Treads, (Cut For 3 Pa.) 50 1 Pc. 200-14' Stair Treads, (Cut For 4 Pas.) 23 8 PCs. ix2-8' Soffit Nailer 11 2 PCs. 4x4-12' Stair Post & Newel Post 32 4 PCs. 1x6-12' Rake Foscia 2�4 4 Fos. 1x6-14' Rake Fascia 28 12 PCs. 1x4-12'- Rake & Eave Soffit 48 2 PCs. 1x8 -i4' Eave Fascia 19 4 PCs. 1x8-12' Eave Fascia 32 52 PCs. 4'x8'=172" Ekrr- CD 24/0 Plywood Roof 00 cM �mQm r 0 --1 n ;I; O ° o (/) n-nu,0 m > C) 5 0 �0�3-n Z M K 0 �- Z 0 Z 0* 0 D sU _+ Z -1 CL OmNto mC Z n W (A m 60 = N y Z '0 These plans have been prepared to meet professional building standards. However, A' due to varying construction codes and local building practices, these- drawings may not be suitable for use in all locations. Consequently, these drawings are not to be used as a guide forconstruction unless the builder has oonlimled suitability or until the drawings have been adjusted to meet local requirements. Results may vary according to quality of material purchased and the skill of the builder. QUALITY PROJECT PLANS FROM: HDA, INC. ■ ST. LOUIS, MISSOURI DO-/T-YOr/RSELi SER/ESTMs O COPYRIGHT 1887, ALL RIGHTS RESERVED This plan has been prepared to meet professional stan- SHEET NO. dards of construction. A careful study of plan instructions and dimensions is advised before starting work. TOTAL 5 PROJECT PLAN NO. 14046 Previously No. 573 Sheathing 1664 S.F. 5 Rolis 154 Root:nq Felt 15 1/3 Sqs. 235= Asphalt Shingles (Self Seal) 3 PCs. 1x4-1 Or Garage Door bead Jamb 10 6 PCs. 1x4-8' Garage Door Jamb 16 92 L. F. Door Stop - 92 L. F. Brick Mould - 1 Pc. 1x4-12' Door Jamb 4 1 Pc. 1x4-8' Doorjamb 3 960 S.F. 7/16"x12" Horizontal Triple Lap Hardboard Siding - 11" Exp. 960 S.F. 5 PCs. 4'x8' Flat Hor&6ord Siding' Panels 160 S.F. 120 L.F. lx6 Trim Boards 60 4 PCs. 1x4-8' Corner Boards 11 •- 4 PCs. 1x3-8' Corner Boards 8 7 3.4o Sv.il a.e_ ito,6 L-i.aaw.:it tu►arr- 1 3/0x6/8-1 3/4" Exterior. Door, Glz, 3 9/0x7/0 Overhead Garage Door OPTIONAL FOR ALTERNATE WALL CORNER BRACING 8 skis. 4'x8'x1/2' Est. F4wood Comer Bracing 28shts. 4'x8'xl/2* Insuk>#ive Wall Sheathing 15 lbs. 1 1/2" Golvanasd Roofing Nails zSlbs. 16d Common Nails, Coated 30 lbs. 8d Common Nails, Coated Zo lbs. 6d Galvanized Siding Nails Zo lbs. 1 1/4" Galvanized Roofing Nails 4lbs. 8d ' Casing Nails 25 1/2" Diam.02" Anchor Bolts With Nuts & Washers 3 3 I/2" Dia. Steel Column (7'-7 3/8" Long) i Key In Knob Cylinder lack Set 1 1/2 Pr. 3 1/2"x3 1/2" Door Butts 3 Rolls 500 Ft. Polls Aluminum Kraft Paper FOUNDATION MATERIALS (Wall Height Figured @ 3'.-6" High) 4 Cu. Yds. Reodymix Concrete For Footing 1 t Cu. Yds. Readymix Concrete For Foundation Walls 10 Cu. Yds. Readyriix Concrete For Floor QUALITY PROJECT PLANS FROM: HDA, INC. ■ ST. LOUIS, MISSOURI DO-/T-YOr/RSELi SER/ESTMs O COPYRIGHT 1887, ALL RIGHTS RESERVED This plan has been prepared to meet professional stan- SHEET NO. dards of construction. A careful study of plan instructions and dimensions is advised before starting work. TOTAL 5 PROJECT PLAN NO. 14046 Previously No. 573 GENEKAL SPECIFICATIONS ' 1. DIME MNS AN dimensions should be verified. Printed dimensions shall take precedence over scaled dimensions. ' 2. QN l.QAD CRITERIA These drawings are based on the following criteria: Concrete Slab: 50 p.s.f. tivve load Loft Floor. 30 p.s.f. live load Roof: 30 p.sJ. live load Allowable sal bearing pressure is assumed to be 2,500 p.s.f. or greater. 3. CONCRETE AN concrete fount bons and slabs shall be constructed using 3,000 p.s.i. (26 -day compression strength) oorxxete. 4. LMBER AN plywood should be exterior grade. Exposed lumber should be weather protected with stainhealer or paint. Any lumber touching concrete Is to be pressure tamed. Framing lumber, unless noted otherwise, should be No. 2 Spruce -Pine -Fir or equal•. t�AIZt�GE q©oP� 2"x4SUWUW D© 2'x¢" C -F 0008 STOP 1"X+11POOL qw ,Z -V x44" GZl MIA5 51CO) 1N0"x4" I x4 JAMS SIDIt --uw Much apltl t q•. 4�'' NeAMA OrmENaE� 2 1'-o',FANOL "er” DETAIL "2 B DETAIL' " ?.A" yc r►e.E : �rZ"= : o" ,e- METbl. "F VENTS FIAT 14"Dt3ODRa F&NEI.s IS r" OR ?/Ib" x Is, HAf►DpopP0 14 SIDIA& (TPOPLE GAP 7 - 235 � SELF 15F H WIT 5H AT Got 1�ap�fo cruk DIE S PLPSW 31 1"A 4" CoRNetl tit t'P 2"9.4"BLOCKIWT . 'BOW SIF 51E1.!✓ �A V F"bUT �t�ES NNc G" A IV NAV000I.AO uujfTaL etDlnl6► aP� W►fi ��g" Fh►Sc�A ww�►our - coPu�► lou I� REAR ELEVATION LEFT SIDE ELEVATION. "ALS yb" z I .o" Pj"La: i/s% 1 p M DETAIL "2. C"Milli rL — — — — — — — -- --- — rL RIGHT SIDE ELEVATION FRONT ELEVATIONit Y4 -%l„ SHEET 2 14046 TOTAL 5 - it GENEKAL SPECIFICATIONS ' 1. DIME MNS AN dimensions should be verified. Printed dimensions shall take precedence over scaled dimensions. ' 2. QN l.QAD CRITERIA These drawings are based on the following criteria: Concrete Slab: 50 p.s.f. tivve load Loft Floor. 30 p.s.f. live load Roof: 30 p.sJ. live load Allowable sal bearing pressure is assumed to be 2,500 p.s.f. or greater. 3. CONCRETE AN concrete fount bons and slabs shall be constructed using 3,000 p.s.i. (26 -day compression strength) oorxxete. 4. LMBER AN plywood should be exterior grade. Exposed lumber should be weather protected with stainhealer or paint. Any lumber touching concrete Is to be pressure tamed. Framing lumber, unless noted otherwise, should be No. 2 Spruce -Pine -Fir or equal•. t�AIZt�GE q©oP� 2"x4SUWUW D© 2'x¢" C -F 0008 STOP 1"X+11POOL qw ,Z -V x44" GZl MIA5 51CO) 1N0"x4" I x4 JAMS SIDIt --uw Much apltl t q•. 4�'' NeAMA OrmENaE� 2 1'-o',FANOL "er” DETAIL "2 B DETAIL' " ?.A" yc r►e.E : �rZ"= : o" ,e- METbl. "F VENTS FIAT 14"Dt3ODRa F&NEI.s IS r" OR ?/Ib" x Is, HAf►DpopP0 14 SIDIA& (TPOPLE GAP 7 - 235 � SELF 15F H WIT 5H AT Got 1�ap�fo cruk DIE S PLPSW 31 1"A 4" CoRNetl tit t'P 2"9.4"BLOCKIWT . 'BOW SIF 51E1.!✓ �A V F"bUT �t�ES NNc G" A IV NAV000I.AO uujfTaL etDlnl6► aP� W►fi ��g" Fh►Sc�A ww�►our - coPu�► lou I� REAR ELEVATION LEFT SIDE ELEVATION. "ALS yb" z I .o" Pj"La: i/s% 1 p M DETAIL "2. C"Milli rL — — — — — — — -- --- — rL RIGHT SIDE ELEVATION FRONT ELEVATIONit Y4 -%l„ SHEET 2 14046 TOTAL 5 - *my. 4-" W P. Post � • FOUNDATION PLAN I formed concrete) 36'-O" 15'-8'ky PANEL L&M&TH "G" la'- b'IZ'l FANSL LWCT.H !o IhIL ravyLTHYLENE �}° GWAVI:L- bASE VAPof' e•ihhff^ 1 STAIR DETAIL _ --- - n- s HoAPEK o N i2'� DIaM. It" . - o: 2yi I ' AMCW POUS pRaT�Cr1oN 44cowc. SLAP 31�Z" a FT'&. oft LAFidrF.rl IF x t a- ,e.• :•:++o;t; s= -,' I • 1 ___., — C.oLl1t� N °STEL — — 3 iZ bIA. 9t1:GL — LOLAL 5016 CONDITIo is ; FIN 1614 s 3 �•-- Go6u N1 hi �— _ it f PSE t�• u = i o ==7— — — — W.rRA CL a �— —� 1 p L ' — 1 n t. —) 3/Z STSEL COLUMN p i 2 - - �; t — -- to • 612 to . q.lq. I y �► AI a Ju J ; x oN �a: WALL cr 10 ITO x lu �• % tc ' • 0 0 L= ex4-" tea °- FOUND&TION DET41L o POST tiv N �, No z-13/dr,cri7/B' y, - o � -� _� � a 9 -o x >S -o sec7toNAL ov�hli�Av DooQ, ,vtieJroe�..� i}ou�i'e. A 2"c 4" suahou>uv • I t L 1t t IL 1 M 4"MI+ L-swi TH — $chi y a'� +F160.DFzR Aifi'f?! I 1= fj" k Ep7b?6 F.ftiGi Fig lieu" Opp,&. I=Z ait �." ROUau oPNif I -z �%s" k•ou&p DvrN;r-j r Lf -01U," SHEET w FLOOR PLAN 14046 TOTAL 5 T -r 7- v- '- v"r a -� - v nvTw• wr-.- •.7 1 V { .1-V , 19G17Vl'ft L.Cr4waM I AOUcrti orwlwr i-• To_. tiomvron 1'-2"- F*U" FRONT FRAMING ELEVATION LIla" 'f"Z''2� f{ -..Ax ic.o" d AooF jtAFTelAs 54' T4 G PLYW000 FLoowj&' AT Ma "o. c. FLO* 40IS'IS mat L-IeftrxN 's�crtora,.t�•c_� TIE "TE 2"X O ToP PLAT 2" 4" PKo T " o. c. Stu os I"X 4" 17iAG+oNAL Jti111Jti �R'= t� b(LA i rw NoTGN >r o I tiTo , °- _ STUD 13 2''x4-" smom PLA (TUAMP) IL' -o" L SOAPtD D.G. ori cwJTeA t � 1 1- Ilo" ha' Ib" [6" ib" tb" '' i b" 14 lir". " a " b" 16" 1 " i " 19 11"T � GTO} 'Fo4}b -1I=4 � EL E 'E' RIGHT SIDE FRAMING ELEVATION SGALIG:Yk =v "�� ,K 2- a X4" p6b►DE1[. V X OF T lei Ifo" IG"' 14_a, L1 M I IV Lie IEo" tts' �b"'Ifo" IGa llri" iG'� 13l4" T4 v PLYWWO PLoolQrJ(r - _ -j _ 2"xto' RT ILP" O.C. �� pLooa Jot�TS _ IZ`. o" I V -o" ?I PLATE a ,1 •1•T a r I(o' llo" I (." 'Ila' i IV IIBy I b" LI&P [Ion' Ito" LIla" 16" Ifo" 16" *" F IV FAWEL LEPoN "A" W. O" FPN6L L�azw "ba CIL Vx4" AT 1fo'04- ¢� aJ�UOg - '-o{!L r _ #c,# I"x4".Uipt(IONAL WIND _ d V' O 6(LA t G- t�TCI•I 0 1 tJTO j °- le- STUD MCI 3 M _ � r- 2" x V 1'rMO A PLATIN " Im 2 x 4 ToP PLRTE I(o' llo" I (." 'Ila' i IV IIBy I b" LI&P [Ion' Ito" LIla" 16" Ifo" 16" *" F IV FAWEL LEPoN "A" W. O" FPN6L L�azw "ba Vx4" AT 1fo'04- ¢� aJ�UOg - '-o{!L r _ #c,# I"x4".Uipt(IONAL WIND _ d V' O 6(LA t G- t�TCI•I 0 1 tJTO j °- a STUD MCI M � r- 2" x V 1'rMO A PLATIN z� tL'k Ib" I fe" Ito' IG" Ifo Iia" IG" 16" I6' It:'1 Itir' i�" Ib" iso" 1%" r6" 1b" tf�+' (6" l6g j Ib" (!eg I6" iG" tG" I �� ('FQpTiE�� 8,1211 PANP.L LEO&N- M�11 151- 8'lz" PANEL LGN M. REAR FRAMING ELEVATION 56p[�: 14". I' -o" VMIFY WWVOW KodgH WIWJNG 117.E WOW FUMMINCr WALL PAM Ia L5 Ilv" t6" I(o' llo" I (." 'Ila' i IV IIBy I b" LI&P [Ion' Ito" LIla" 16" Ifo" 16" *" F IV FAWEL LEPoN "A" W. 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FLooR jolcT6 'o _o — I Flt.txR o ,c a 2 2" 4" pSLor.I�iNv Z X4' PAVE I" x4" .7AM6 - Z-1.3I4'xttT/g" "x 3" GFIo �RID{rIN� Pao IL %TOP SECT UWAL �c Ar MID •5pp a ov EPP o &WAG#, -60* � 0 - SECTION SECTION 5A (-vTt l €-,JLi I A $ 2 x 4" LEI< a4UT WA* No?- 40P Tor of "" ON 17 RAFrM. MStQi, DM t' E006Wro STEW. COLUMN I" x 4" SUB FRGcIA i"x:G" FASCIA ~ US so 0M F t YIWOOD 2° x Z" iIbi L1=lt. AT IG" o. c. — Upli, es 2" to 4" PM& FLAT6 �itc�" x iZ" N Aho gorv+v _ _ .j I'jo1-14.tiNTA1. 'S1Dt1�i0r- _e •_ - is - '4 •...-• - _ a. sr. - ::; 4= '' _' '- - - = �:': Q. . a a" CTitOtX LAP) .ter tI - :.a' ¢" GONG 5LA .,•i �=-' �t .. � • �e'36u >< 3b' RAKE DETAIL 5 S G MIL FOLYUNYLt;Ne VApon i3ARf�•ttEtL•; ••- - ;, C n>LaFav'�I I ...•,. 4" CtRAd�L EASE - UALF, \ �a - \V' CoNc. WAu. '� ALVASO CoNc FOOTIPJG• �- CROSS SECTION e= rx,ALt: SHEET 5