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16th Street 124 JUNE 23,2COO JUNE 30,2000 JULY 05,2000 (AO'FJW) 50.0(y -4. 04,A4y4VE -2 �"I �! 4 1 " :, N\j! 19-0'MPE Ml�s 2a-Cl.j�,V-L 7 - ----------------------------- ---------- LIJ Ld NORTH -V ---------- e04,A4946"'N A, Rk hEll L 2- 2 0 0 0 city of Atli!ntlC Reach KEV�50NE 42'-0' JUNE 23,20W ')00 JUNE 30,2C JULY 03,2000 PA om o vA it 2>to zo M01604- ITALt. ------- M Y4 Z 0 0 I e--010 C,rGT&7 vA4 kA *r L&m r 00 0 rl t'� Fo*o-n lit, w vj 34,�, a:nesqW I ANI. 2 0 15 0 n 0 ovL­_, t -n U"L' og 41 iuL 'Tl�je�KaVwp_j 16 =5 'd O&OS' ;ONCRETE HAD ON GRADE W1 bX6 M.4xM.4 WWF BLOM,'EDGE OF MmIREWIL VAPOR 15ARRIEK 2 SLAD A5 KEQUIKEP 2 OVt R TERMITE-TREATED or- ovumkvAl� FOP,CVERHEAI? COWFACTFILL. G E DOOR I Q rz mwc-, Z-O" 6_0" 7�- FT? 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LEACH STUD TO HORIZONTAL JOINTS IN EACH STUD, SEE SCHEDULE Top HURRICANE CLIPS PER UPLIFT HURRICANE CLIPS PER UPLIFT TOP PLATE WALL SHEATHING L I CONNECTOR SCHEDULE. CONNECTOR SCHEDULE. 50, 40" LONG OR DECKING N�JMBEF' OF FULL EXTERIOR WALL FRAMING HE GHT STUDS EA.H 9DE OF 7/1 6" OSB SHEARWALL OI)ENING, SEE SHEATHING NAILED TO STUDS TOP PLATE EL Pt. %N CR SCHEDULE w/ 8d COMMON WIRE @ 3" OC SEE ARCH PLANS HEADER, SEE REACTION ANTHOR A- EDGE AND 6" OC FIELD 7 (2)2x4 SYP #2 (2)2x4 SYP #2 PLANS EACH END Of SHEAF ALL A 7/1 6 " OSB EXTERIOR TOP PLATE TOP PLATE 7/1 OSB SHEATHING SEGM NT AS DER SCfflEDULE ,/ SHEATHING NAILED TO STUDS 6 HEADER STRAPS, w/ 8d COMMON WIRE @ 3" OC CLIP FROM DOUBLE TOP CLIP FROM DOUBLE TOP NAILED w/ 8d COMMON AT SEE UPLIFT SCHEDULE EDGE AND 6" OC FIELD PLATE TO STUD, SEE V) PLATE TO STUD, SEE 3" OC EDGE AND 6" OC FIELD i d C-9 UPLIFT CONNECTOR (FOR NAILING AT SHEARWALLS, ROUGH OPENING 2x4 SPF#2 STUDS @ 16" OC UPLIFT CONNECTOR z Z U) SCHEDULE SEE SCHED JLE. FOR LOCATION w SCHEDULE SEE ARCH DOUBLE STUD EACH END Ld _ui < 2x4 SPF #2 STUDS 0 16" Oc OF SHEARWALL LJJ 2: 2x4 SPF #2 STUDS @ 16" OC 0,— 7/16" OSI3 SHEATHING CLIPS OR CRIPPLE SENI"O TPF4 AT :E 6 NAILED w/ 8d COMMON AT 2 x 4 P.T. SYP #2 SILL PLATE EXTERIOR WALL w/ '/2"0 Z LLJ 0 0 HOLDDOWNAT �TLJDS EA(,d STUC TO ANCHOR BOLTS uj D __j cif 3" OC EDGE AND 6" OC FIELD w/ 1/2"0 x 10" ANCHOR FOUNDATION, BOTFOM PLATE @ 24" OC < _j Z 2x4 SYP #2 SILL PLATE < (FOR NAILING AT SHEARWALLS, BOLT @ 24" OC w/ SEE SCHEDULE A I W/ 2x2x'/B" WASHER y < '> ui 2"x2"x1/s" PLATE WASHER < C) SEE SCHEDULE. FOR LOCATION LATERAL SHEAR AHCHORS: DRILL bi x x �c u) OF SHEARWALLS, SEE FLOOR PLANS) < ————————————————————————-- 0 _j m AND INSTALL '/2"Ox8" WEDGE 0 EXPANSION ANCHORS w/2"O T&G PLYWOOD, GLUE U LLJ Co U)_j AND NAIL w/ 10d COMMON < WASHERS 0 32" OC 05 0 z @ 6" OC EDGE AND CD CL o 6" OC FIELD I w INTERIOR SHEARWALL 0 co V) FRAMING AND STRAPPING 00 5 PRE—ENGINEERED FLOOR TRUSS AT TYPICAL WALL OPENING OVER CONCRETE SLAB. C/) m < v BY OTHERS, SEE DESIGNED 0 FLOOR FRAMING PLAN I FLOOR TO FLOOR DETAIL, r4 DETAIL I STRAPS PER UPLIFT 4" CONCRETE SLAB ON GRADE w/ 0 r3 0 FIN FLOOR EL CONNECTOR WWF 6x6 W1.4xW1.4 OVER 6 MIL I SCALE: NTS SCALE: 1/2 0" . . . . . . . . . . . . . . . . SCHEDULE VAPOR BARRIER ON COMPACTED FILL '00 SEE ARCH X_ _x__x_x HEADER SPAN TABLE AND STUDS 7 f_FF=--:FFF HEADER WINDOW/DOOR 2x4 JACK 2x4 FULL (2)2x4 SYP #2 SYP #2 MAX OPENING STUDS HT STUDS TOP PLATE 7/6" OSB SHEATHING (2)2x8 3,-0" 1 2 NAILED w/ 8d COMMON AT (2)2x8 5?_o" 2 3 EXAMPLE OF UNSUPPORTED (UNBLOCKED) 3" OC EDGE AND 6" OC FIELD V-10" CLIP FROM DOUBLE TOP 12 x 20" MONOLITHIC (2)2xlO 6'—0 2 3 BOUNDARY OF SHEARWALL PANEL EDGE. UNSUPPORTED PANEL EDGE IS PLATE TO STUD, SEE (FDR NAILING AT SHEARWALLS, FOOTING W/ 2—#5 CONT. TYPICAL CONDITION UNLESS BLOCKING IS REQ'D LIJ UPLIFT CONNECTOR OF SHEARWALLS, SEE FLOOR PLANS) BY SCHEDULE OR NOTES. 0 SCHEDULE SEE SCHEDULE. FOR LOCATION 1) TYPICAL HEADER SYP No-2 UNLESS NOTED 7- 2x4 SPF #2 STUDS 0 16" OC OTHERWISE ON PLAN Li 2) NUMBER OR JACK STUDS AND FULL HT SUDS C) EACH SIDE OF WALL OPENING, 2x4 SPF No.2, TYPICAL WALL SECTION AT UNLESS NOTED OTHERWISE ON PLAN. GYPSUM BOARD < ONE STORY FRAMING AT GARAGE LiJ OR PLYWOOD/OSB PANEL cl", . . . . . . . . . . . 0 . .. .. . . . . . . . . . . . . _j u- 0 r1A WALL SECTION , TYPICAL NAIL SPACING AT Z SCALE: 3/4 1 0 SUPPORTED EDGES:<A _j 0 u I'll,�_, 2x4 OUTLOOKER @D 24" O.C. ALIGN SEE NOTES OR SCHEDULE < _j ui PANEL EDGE w/ EXAMPLE OF ui ONE OUTILOOKER w/EACH X—BRACE 3/4 DEEP SAWCUT w/ SLAB ON GRADE, BLOCKING WHERE bi 2x4 BLOCKING @ OR 2x4 BLOCK @ 48" O.C. ELASTOMERIC SEALANT SEE PLAN REQUIRED BY cn, 2x4 P.T. SYP #2 SILL PLATE SHEATHING JOINT 4-12d TOE NAILS SCHEDULE OR Q_ < w/ 1/2"0 x 10" ANCHOR 2x4 BLOCK @ X—BRACE (2 EA SIDE) BLOCKING NOTES _j ROOF SHEATHING A BOLT @ 24" OC w/ P HURRICANE CLIP 4-16d NAILS—\ PER PLAN 2"x2"x'/,8" PLATE WASHER HCPLR @ EACH 'x x X OUTLOOKER - STUDS, ROOF TRUSSES, I I OR FLOOR OIS S x n- Q) -2x4 X—BRACE 4-16d x\— TOP CHORD OF NOTE: SAWCUT CONCRETE SLAB WITHIN NAILING TO INTERMEDIATE Lij @ 48" O.C. 4 TO 12 HOURS OF CONCRETE PLACEMENT SUPPORT IS 6" OC MAX, UON GABLE END TRUSS NAILING PATTERN FOR SHEATHING 4-12d (2 ES) TOE NAILS--- DROP 3 112" ON ROOF, FLOOR AND SHEARWALLS EA. END, FROM BLOCK BRACE VERTICAL MEMBERS 4" CONCRETE SLAB ON GRADE w/ TO TRUSS TOP CHORD 3-12d NAILS---- 12d Q 4" O.C. FROM OF GABLE END TRUSS PER SAWCUT SLAB, TYPICAL DETAIL WWF 6x6 W1.4xW1.4 OVER 6 MIL TYPICAL AT LATER/ L BRACE TO TRUSS MFR DETAILS SCALE: NTS VAPOR BARRIER ON COMPACTED FI I LL VERTICALS BLOCK BELOW RTPGA824 0 48" OC w/14-10d r5 SECTION ------ �--2x4 S 48" O.C. SCALE: 3/4" 1'-0" IF VERT. 13 NOT PRESENT co I I lEd I F __jTj I I BOTTOM CHORD OF 4-16d NAILS---,,,,,,, GABLLEND TRUSS 2"x4" SPF #2 STUDS @ 12d TOE NAILS 0 8" O.C. UPLIFT CONN. 2 x4" SPF #2 STUDS @ 4__ 16" OC, SEE PLAN v_)_ FROM TRUSS BOTTOM CHORD AT TOP & BOTTOM 16" OC, SEE PLAN TO DOUBLE TOP PLATE OF STUDS, SEE SCHEID. 1'—4" 16" x 20" MONOLITHIC 2x4 SYP No.2 2x4 SYP No.2 "x8" ANCHOR E30LT L FOOTING W/ 2—#5 CONT. CONT 2x4x8' #2 SYP—/ '__�(2) 2x4 TOP PLATE PT PLATE V2 %8" ANCHOR BOLT P_r PLATE @ 2 24" OC w/ DRAWN LATERAL BRACE @ 48" O.C. I SLAB ON GRADE, @ 32" OC w/ 2x2x'/8" WASHER CCK w/3-16d INTO EACH TRUSS —2x4 STUDS PER PLAN 2x2x'/8" WASHER SLAB ON GRADE, (EXPANSION BOLT NOT BOTTOM CHORD SEE PLAN (EXP. BOLT MAY SEE PLAN PERMITTED WITHIN 4" CHECKED BE USED) OF SLAB L GE) CCK 9/AT 4 17 _ A --1-- 1 1�00 2x4 BLOCKING @ 48" O.C. X X_X Xr 4 X 4 BETWEEN GABLE AND FIRST x-M x x SCALE AF TRUSS 4 AS NOTED JOB NO- TYPICAL WALL SECTION AT HCPLR CLIP @ 48" O.C. FROM 0 11 c1l) BLOCK TO DBL TOP PLATE EOO- 139 3. 10"x20" THICKENED SHE E r 7 TWO STORY FRAMING SLAB wl 2—#5 CONT 10"x24" THIC14."'ERE'6 16 PLATFORM FRAMING GABLE END SLAB w/ 3—*V1 ' INT S - 1 WALL SECTION , TYPICAL DETAIL r8 SECTION r2 r7 SECTION r7� J;-4, 3 SCALE: NTS SCALE: 3/4" 1'-0" SCALE: �)/4" SCALE: /4" 1'_0" 1� SHEET 1 OF 2 rREVISIONS BY —'Q- UPLIFT CONNECTOR SCHEDULE DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 1997 STANDARD MEMBER SUPPORT SEMCO CONNECTOR BUILDING CODE. WIND LAOD DESIGN PER SECTION 1606.2. 1. LIVE LOADS COMMON TRUSS: DBL TOP PLATE (1)HDP2X OR (1)RTPGA824T UNIFORM LIVE LOADS HEADER BEAM (1)HDP2X OR (1)RTPGA824T FLOOR 40 PSF ROOF 20 PSF JACK TRUSS: ALL DBL TOP PLATE (1)HDP2X BALCONY 40 PSF GIRDER TRUSS, HEADER BEAM (1)HDP2X 2. WIND LOAD BASIC 110 MPH SEE ROOF FRAMING SHEARWALL SPECIFICATIONS GIRDER TRUSS (1)FAP1 8 IMPORTANCE FACTOR 1.0 PLAN Sw-1 INSTALL 7/16 " OSB SHFARWALL SHEATHING OVER 2" X 4" SPF#2 CORNER JACK: ALL DBL TOP PLATE (1)RTPGA824T MEAN ROOF HEIGHT 25.0 FT STUDS AND FASTEN WITH 8d COMMON WIRE NAILS 0 3" o.c. HEADER BEAM (1)RTPGA824T ROOF PITCH 6/12 (26.6 DEGREES) HEAVY DUTY STRAP EDGES AND 6" o.c. FIELD, INSTALL SPF#2 BLOCKING AT ALL GIRDER TRUSS (1)FAP1 8 VELOCITY PRESSURE 28.6 PSF BEND STRAP ANCHOR, SEE UPLIFT HORIZONTAL JOINTS. INSTALL ONE PIECE SEMCO SGP3 AT EACH WINDOW/DOOR DESIGN PRESSURE 42.0 PSF OVER TRUSS CONNECTOR SCHEDULE END OF SHEARWALL SEGMENT. FASTEN THE SGP3 WITH 5/8"0 x GIRDER TRUSS: DBIL TOP PLATE (2)RTPGA824T 3. ALLOWABLE UNIT STRESSES: AS NEEDED 12" ANCHOR BOLT AND 24-16d COMMON WIRE NAILS. (Al AT GARAGE) SEE SECTION 1/S-2 A) CONCRETE - DESIGN AS PER ACI 318 LATEST EDITION ALLTHREAD CONNECTOR SW-2 INSTALL 7/16 " OSB SHEARWALL SHEATHING OVER 2" X 4" SPF#2 GABLE END TRUSS DBIL TOP PLATE (1)RTPGA824 @ 48" O.C. SLAB ON GRADE Vc 3000 PSI IF REQUIRED. STUDS AND FASTEN WITH 8d COMMON WIRE NAILS 0 3" o.c. AND EACH END MONOLITHIC FOUNDATIONS f'c 3000 PSI ALL OTHER CONCRETE (U.N.O.) f'c 3000 PSI u EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT ALL 2x4 OUTLOOKER GABLE END TRUSS (1)HCPLR HORIZONTAL JOINTS. INSTALL TWO PIECES SEMCO RS150 AT EACH B) REINFORCING STEEL - ASTM A615 GRADE 60 Ld END OF SHEARWALL SEGMENT. FASTEN THE RS150 WITH 11-10d bi < COMMON WIRE NAILS EACH END. PORCH HEADER BEAMS SUPPORT STUDS/POSTS (2)RTPGA824 EACH END LLJ 7= m MATCHING STRAP BELOW PORCH SUPPORT POSTS PORCH SUPPORT POSTS (2)RTPGA830 C) WELDED WIRE FABRIC - ASTM A185 0 fk� TO CREATE CONTINUOUS PORCH SUPPORT POSTS FOUNDATION (1)ABP66 zuio LOAD PATH TO FOUNDATIQN SW-3 INSTALL 1/2 " CDX PLYWOOD INTERIOR SHEARWALL SHEATHING OVER D) SOIL BEARING (DESIGN MAX.) 2500 PSF b- ANCHOR STRAP AT 2"X4" SPF #2 STUDS FASTEN WITH 8d COMMON WIRE NAILS @ PORCH SUPPORT STUDS FOUNDATION (1)SGP3 bi > SILL TO CREATE 3" o.c. EDGES AND 6" o.c. FIELD. INSTALL SPF#2 BLOCKING AT 2x6 PORCH JOISTS HEADER BEAM/LEDGER (1)UHPGA26 0!� < C) E) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP NO. 2 . 7) DOUBLE OR TRIPLE POST ALL HORIZONTAL JOINTS. INSTALL ONE PIECE SEMCO SGP3 AT �- < < CONTINUOUS LOAD OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE 0 _j Li PATH FROM GIRDER EACH END OF SHEARWALL SEGMENT TO INTERIOR CONCRETE SLAB. ALL FLOOR BEAMS: POST (3)RTPGA824 NTH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION :) 0 m Qr- bj W TRUSS TO MONOLITHIC SILL PLATE AT FOUNDATION FASTEN THE SGP-3 TO THE INTERIOR CONCRETE SLAB WITH 5/,,"0 BEAM SUPPORT POST: FOUNDATION (1)SGP3 BY AMERICAN FOREST & PAPER ASSOCIATION. ALL STUDS SHALL �- u _j FOUNDATION SLAB x 8" WEDGE ANCHOR. FASTEN THE SGP3 TO THE DOUBLE STUDS LLJ 0 (n -i BE SPF NO. 2 (UNLESS NOTED OTHERWISE). 0 5 WITH 24-16d COMMON WIRE NAILS. z GARAGE HEADER SUPPORT STUDS (3)RTPGA824 0- 12� CD 4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER 0 F- GARAGE HEADER -i FOUNDATION (1)FTP42 FOf� REINFORCING SHALL BE AS FOLLOWS: SUPPORT STUDS < INDICATES ONE PIECE SEMCO SGP3 FOOTINGS 3 ANCHOR BOLT, EXPANSION SLAB ON GRADE CENTERED cy- 0 BOLT OR ALLTHREAD CONNECTOR XX INDICATES TWO PIECES SEMCO RS150 HEADER TO 3 0" JACK STUDS (1)RTPGA824 EACH SIDE 0 TO MONOLITHIC FOUNDATION INDICATES THE NUMBER OF FULL HEIGHT 2x4 STUDS EACH SIDE OF THE HEADER 3'-0" TO 6'-0 JACK STUDS (2)RTPGA824 EACH SIDE 5, ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE STRAP ANCHOR FROM WINDOW OR DOOR OPENING. INSTALL TWO PIECES FULL HEIGHT STUDS EACH TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS TRUSS TO FOUNDATION INTERIOR BEARING WALLS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SIDE MINIMUM. DBL TOP PLATE 1ST LEVEL STUDS (1)TPP4 @ 32" oc SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING NOTES:. 1ST LEVEL STUDS BOTTOM SILL PLATE (1)TPP4 0 32" oc OF CONCRETE. 1) SEE DETAIL 6/S-1 FOR TYPICAL SHEATHING NAILING PATTERNS. BOTTOM SILL PLAfE FOUNDATION DRILL AND EPDXY r7� DETAIL 2) SEE FLOOR PLANS FOR SHEARWALL LOCATIONS. '/,"Ox8" THREADED STUD 6, SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS '\�-2 SCALE: NTS 3) AT SHEARWALLS WITH END REACTIONS OVER WOOD BEARING WALLS, PROVIDE or '/2"Ox8" WEDGE FOLLOWS: (2)2x4 SPF#2 POST IN WALL AND FASTEN w/ 2pcs SEMCO RS150 CONTINUOUSLY EXPANSION ANCHOR DOWN TO FOUNDATION. wl 2x2x /8" WASHER CONCRETE 40 BAR DIAMETERS 4) AT SHEARWALLS WITH END REACTION OVER WOOD BEAM, STRAP END STUDS EXTERIOR LOAD BEARING NALLS @ 32" OC TO BEAM WITH 2 PCS SEMCO RS150 CONTINUOUSLY TO SUPPORT POSTS AND DBL TOP PLATE 2ND LEVEL STUDS (1)TPP4 @ 16" oc 7, IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR FINALLY TO FOUNDATION WITH SGP-3. 2ND LEVEL STUDS 1ST LEVEL STUDS (1)RS1 50 @ 32" OC UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. 1ST LEVEL STUDS BOTTOM SILL PLATE �1)TPP4 @ 16" 8. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER Lli BOTTOM SILL PLATE FOUNDATION /2"0 x 10" ANCHOR BOLT w/ MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING 2"x2"x'/8" PLATE WASHER CONSTRUCTION. @ 24" OC V) z 9. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. NOTES: SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING 1) CONNECTORS ARE SOUTHEASTERN METALS (SEMCO) OR EQUIVALENT. DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. SHOWN ON STRUCTURAL DRAWINGS. U) 3) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: 10. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE < Li c' 0 HDP2X 10-10d SGP-3 5/8"012" ANCHOR BOLT AND 24-16d RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, z (I--- -i RTPGA824T 20-10d ABP66 1/2"012" ANCHOR BOLT AND 16-16d PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE < LL- RTPGA830 20-10d FTP42 22-10d CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR :E —1 0 FAP18 10-1 oldxl 1/2 UHPGA26 14-1 OdXl '/2 THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN < 8-10dxll/2" OR 8-8d C) w HCPLR ACCORDANCE WITH THE CONTRACT DOCUMENTS. bi CD TPP4 8-8d < m 0 RS150 22-10d 11. THE DESIGN OF THE PRE-ENGINEERED ROOF TRUSSES AND FLOOR Fz TRUSSES SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE OF 0 z FLORIDA. F- < C) < C) LLJ DRAWN r CCK CHECKED CCK 9/AT 1 1�00 SCALE AS NOTED JOB NO. EOO-139 16 Z4 c� 7-, SHEET Q 0 S 2 t* C) <ILI V I JUNE 23,2000 JUN5 30,2000 E JULY 03,2000 -T- TER BATH MA5 WWI lb"A.F.F. PREWRE&BRACE LLJ LINEN n 4--J; DEDKOOM #2 'FIALL NOT A AHL) LOGAT01N,15 GF- EELE'(""R['C C' il PREVARE&13RME PREWFE&IWACE KEY N j �j ARE A 44� I . '\� I LIGHT NINCH"A" AnC OUTLET5 WIL' 5" [7- 15"A.F.F. LOCAL 5',LkDiNG CODE, 5ATH MA57MR. E300M 5EPROOM # 5 W.I.C. ,n) A < LL 200 AMP 5E?VICE A/C Comp 0 Z\ Lu FOYER. W.H. PRENKE &13RACE LAUN. u- FAN/LIGHI GARAGE 5'ru IDY wr ' J , J , 14- �J UI- % H, 13A-f H 0- KEAT ROOM' KEF. MFMFE&131ZACE FAWLIGHI u WA.F.F. ON _j TV, GARB.P15P, '!I C) -C PINING 5FI FYE13ALL 114� 'V 5GALE,-� 1/4" 1-'Y' OF 7 14-61 S-T,- 4v