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%" PLYWOOD SH SHEATHING PLYWOOD NOTE: C.L. OF COLUMN <br /> SH <br /> SHEATHING 2-10d NAILS @ 6" O.C. STAGGER WRAP & FTG. <br /> 2-10d NAILS @ 6" O.C. STAGGER 10d ® 6" O.C. 1. FOR ROOF DRAIN <br /> HEADED STUD REF. 8/S8.0 <br /> 10d @ 6" O.C. SLOPE _ LOCATION AND <� j FULLY GROUTED 8" CMU <br /> SLOPE 2x6 CONT. W/ REF. ARCH. 2x6 STUDS @ 24" O.C. W/ A35 EA. CONDITIONS, SEE <br /> 2x6 STUDS @ 24 O.C. W/ 4-16d 2-16d NAILS SIDE STAGGER W/ #6 BARS LAPPED 41 <br /> 2x4 CONT. W/ REF.~ NAILED TO ROOF JOIST " » 8- #6 VERT. BARS PLUMBING AND W 5 DOWELS Architecture / Development <br /> 2-16d NAILS TO Y2 PLYWOOD 2-0 IN GROUTED CELLS ARCH. DRAWINGS � � / # <br /> TO PLYWOOD B.N. SIMPSON H2.5A ® 24" O.C. Y"Ox5" HEADED #4 HOOKED DOWELS <br /> 3 » BASE PLATE 8/S8.0 14901 Quorum Drive <br /> SIMPSON A35 /4 PLYWOOD SHAPED 1Ys" STUD � 24 O.C. REF. 13 S8.0 16 O.C. & 3-#4 TIES <br /> BLOCKING SHEATHING 3 / Suite 300 <br /> SHAPED 1Ya = PLYWOOD @ 24 SIMPSON /4 PLYWOOD > <br /> 11 L�.I c BOUNDARY Dallas Texas 75254 <br /> PLYWOOD @ 24 O.C. W/ 4-16d NAILING CCOQ CAP SHEATHING HSS COLUMN a • • #3 JOINT REINF. PAVING <br /> `i U O.C. W/ 4-16dD. a NAILS TO STUD °° REF. CIVIL I _ Ph: (972)239-8884 <br /> Q NAILS TO STUD REF. PLAN Ca? 8 O.C. __ __r_ _ __ oo ( ) 39-5054 <br /> Fax: 972 2 <br /> 4-16d NAILS TYP. M <br /> % ( ) SIMPSON `" 8" CMU _ __I I _ __ _ J ISSUE RECORD <br /> BEAM L = A35 (TYP.) — > DATE DESCRIPTION <br /> = REF. PLAN � ° FULLY GROUT VOID • ° • U URBAN PROTOTYPE DESIGN <br /> Q Q 2x BLOCKING .• \\//\\�j\ __ __L _ __ _ /�� ��// _ w 10-22-2018 ISSUED FOR PERMIT <br /> B.O. TRUSS EL.= 10'-1" SIMPSON A35 B.O. TRUSS EL.= 10'-1" T.0. FTG. \/ r \/� N <br /> ® TRUSS #3 TIES @ 8" O.C. EL= -1'-10" <br /> IL N.P.T. I I BEAM BEYOND �, <br /> 2x BLOCKING REF. PLAN 11" 2'-3" I Id REF. PLAN /6 TYP. i <br /> 2x6 @ 24" O.C. <br /> • • • • • <br /> W/ SIMPSON A35 — <br /> STEEL COLUMN W/ 2x6 BLOCKING I I 1'4 NOTE: <br /> SIMPSON CCOQ ® 24" O.C. SPECIAL INSPECTION FOR <br /> Y4 REF. PLAN TOP & BOT. NON-STRUCTURAL MASONRY REF. 01/S8.0 FOR <br /> IS NOT REQUIRED SIZE & REINFORCING <br /> NOTE: NOTE: STEEL COLUMN <br /> TIE BEAM REF. PLAN <br /> 1. FOR ROOF DRAIN LOCATION AND CONDITIONS, 8 CMU WRAP 1. FOR ROOF DRAIN LOCATION AND CONDITIONS, <br /> REF. PLAN 1/S8.0 & REF. 14/S8.0 <br /> REF. PLUMBING AND ARCH. DRAWINGS REF. PLUMBING AND ARCH. DRAWINGS FOR SIZE AND REINFORCING <br /> REVISION RECORD <br /> SECTION SCALE: 16 SECTION SCALE: 12 CMU WRAP DETAIL SCALE: 8 PATIO COLUMN FOOTING SCALE: 4 <br /> 33'-6" <br /> ol 2'-3" 14'-6" 14'-6" 1 2'-3" <br /> 18'-10" <br /> onald <br /> - oberts <br /> -- -- -- -- -- -- <br /> 1 <br /> — — - - — - -5Y 2— - - <br /> I - Associates, Inc. <br /> SLOPE I I _ _ I I M Consulting Engineers <br /> GLB. 5Y 2 GLB. F � `~ <br /> Y4" PER FT. 2948 N. Stemmons Freeway <br /> M I I Dallas, Texas 75247-6103 <br /> co I _ J _ L _ i Phone: (214) 637-6299 <br /> Fax: (214) 637-6997 <br /> www.rara.net <br /> 2x6 CHORDS 2x4 WEB PROFESSIONAL SEAL <br /> 2-6 2'-6" <br /> Cn <br /> 12 EOQROFESS p <br /> I �Q O <br /> S8.0 I MA UFACTU ED WON TRU SES p. <br /> ' o �' <br /> TYP. i <br /> RE--. 15/S .0 i i i <br /> -'0 0.041650 <br /> E:xp.12131/iq *, <br /> sf ciVi\- `a <br /> I <br /> TRUSS PROFILE CA SE. 15 I 15 SPACE @ 2$-O"= 26'40'$ I 9jfOf CA��E <br /> N <br /> 6 1 4" 1'-2 3/4" I NOTES: \ <br /> 1. PROVIDE STEEL CABLE "X" BRACING BETWEEN <br /> COLUMNS UNTIL CMU WRAPS ARE INSTALLED. <br /> 2. ROOF DIAPHRAGM NAILING PATTERN 4:12. <br /> 5Y 2 GLB. 5Y 2 GLB. 3. REFERENCE S1.0 FOR STRUCTURAL NOTES. <br /> - 4. REFERENCE S1.1 FOR SPECIAL INSPECTION <br /> I I I REQUIREMENTS. <br /> I I N <br /> — — — — — — — — — — — — — — — — — — — — — — <br /> __ PROTOTYPE VERSION <br /> 16 NOTE: URBAN DESIGN <br /> TYP. PROVIDE STEEL CABLE "X" BRACING BETWEEN <br /> 2-#5 BARS TOP & BOT. S8.0 COLUMNS UNTIL CMU WRAPS ARE INSTALLED PROJECT NAME <br /> W/ #3 TIES ® 18" O.C. <br /> SCALE: IN-N-OUT <br /> CD <br /> iii • ROOF FRAMING PLAN AT PATIO <br /> C-4 <br /> Y4 -1 -0 <br /> BURGER <br /> M \ <br /> /// • • \/__ MATCH BOTTOM <br /> OF INTERSECTING <br /> FOOTINGS 29'-0" LATH RO P <br /> REF. PLAN 1/S8.0 <br /> 14'-6" <br /> 1 -6 <br /> CALIFORNIA <br /> U <br /> Q 42" SQ. x14" DEEP 6" 6" <br /> Q PAD FTG. W/ 5-#5 TYP. TYP. <br /> CMU SEAT WALL EA. WAY T&B, TYP. 20 <br /> 16514 GOLDEN VALLEY PKWY <br /> o REF. ARCH. <br /> LATHROP, CA 95330 <br /> - SOCA 1E - - - - - - - - - - - - - - - - - - - - - - <br /> SECTION AT TIE BEAM 0 14 <br /> CD <br /> i <br /> N LT — TJ LT — TcD <br /> J <br /> CMU SEAT WALL <br /> NoNmOUT <br /> 1/16"0 HOLE <br /> (TYP.) 1 -2 TYP I I I I REF. ARCH. i i \BURGER <br /> 7„ 71 Y4 GOD BLESS AMERICA <br /> NOTE: PREPARE SOILS UNDER <br /> HSS _COLUMN 04 AB PATIO SITE PAVING PER SOILS <br /> co <br /> REF. CIVIL REPORT RECOMMENDATIONS. <br /> 4 I I I I I I REF. STRUCTURAL NOTES FOR <br /> o \ I I I I I I MORE INFO. <br /> co <br /> _ 14 I I I I PROJECT NUMBER <br /> CT; 04s8.o NOTES: 1$0641.001 <br /> (SIM.) <br /> 1. REFERENCE S1.0 FOR STRUCTURAL NOTES. <br /> C14 — 2. REFERENCE S1.1 FOR SPECIAL INSPECTION SHEET TITLE <br /> 0 0 REQUIREMENTS. <br /> - - - - - - - - - - - - - � � - - - - - - - - - -- PATIO PLANS <br /> co <br /> 1" THICK clj BASE PLATE 4 - - - - - - - - - - - - � � — - - - - - - - - - � Q(y DETAILS <br /> S8.0 <br /> 0 TYP. <br /> 11 TACK WELD / A�qC.J <br /> Z OR DAMAGE 1 FS <br /> 1 1/2" 1 1/2" THREADS <br /> m <br /> 0 <br /> z <br /> co SHEET NUMBER <br /> N <br /> U <br /> W <br /> irf S8mO <br /> co <br /> BASE PLATE DETAIL S 1 -1 -0 CALE: 13 FOUNDATION PLAN AT PATIO Y4 -1 SCALE:-0 1 <br /> LU <br /> 0 <br /> a <br /> X <br />