Loading...
HomeMy WebLinkAboutPLANS 633 Aspen Ave Single Family Dwelling 2012-09-27SHEET DATEDRAWINGS A 1 B U IL D IN G - F LO O R PLAN B U IL D IN G - F R O N T - LEFT ELEVATIO NS B U IL D IN G - F O U N DATIO N PRINT B U IL D IN G - R E A R - R IG HT ELEVATIO NS B U IL D IN G - C R O SS SECTIO N A 2 A 3 A 4 A 5 DRAWING INDEX W O O D F R A M E D U N P R O T E C T E D /S ING LE FAMILY RESIDENCE B U IL D IN G - S T AIR DETAILA6 SHEET DATE E 1 - E1.1 B U IL D IN G - M E CHANICAL B U IL D IN G - PLUMBING B U IL D IN G - E L ECTRICAL M 1 P 1 - P1.1 SHEET DATEDRAWINGSDRAWINGS F LO O R F RA MINGFF C E IL IN G F RAMINGCF W A L L B R A C ING PRINTBW DRAFTER DATE REVIEWER DATE BUILDER DATE 8 -9-2012 KMM                                  DESIGN CRITERIA: FLOOR LOAD: ROOF LOAD: WIND LOAD: SEISMIC DESIGN: HOUSE CRITERIA: ELEVATION ABOVE SEA LEVEL: 1ST FL. WALL HEIGHT: WIND. HEADER HEIGHT: STATE CODES: ROOF INSUL: WALL INSUL: HVAC: 2ND FL. WALL HEIGHT: 1ST FL. SQ.FT: 2ND FL. SQ.FT: TOTAL SQ.FT: OVERHANGS: FIRE SPRINKLER SYSTEM: BASEMENT HEIGHT: HRV: WH: ROOF PITCH ?/12: 2006 IRC 2008 NEC 40 # 60 # 140 MPH V-3s EXPOS C B 8000 8' N/A 6'-9 3/4" 1265 1265 16" OVERHANGS N/A R-49 R-21 93% ARMSTRONG ENLARGE FOR BSMT N/A 9' 2006 IMC 2006 IPC GAS W/HEATER-MATERIAL & LABOR OSBB 6/12 FOUNDATION MULTISTATION SMOKE ALARM TO SLEEPING AREA W/ 12-3 WIRE @ 24 " O. C . EN G I N E E R E D TR U S S E S UNION LINE 2)2X12 SP#2N 2) 2 X 1 2 S P # 2 N 2) 2 X 1 2 S P # 2 N 2)2X12 SP#2N 16 R' s @ 7 7/ 1 6 " 15 T' s @ 10 " UP 2) 2 X 1 2 S P # 2 N @ 24 " O. C . EN G I N E E R E D TR U S S E S GARAGE 2X 6 SIMPSON (STHD14) 6' O.C. PER SIMPSON CATALOG SIMPSON (STHD14) 6' O.C. PER SIMPSON CATALOG SI M P S O N (S T H D 1 4 ) 6' O. C . PE R SI M P S O N CA T A L O G SI M P S O N (S T H D 1 4 ) 6' O. C . PE R SI M P S O N CA T A L O G DRAFTER DATE REVIEWER DATE BUILDER DATE 8 -9-2012 KMM 13'-11" X 8'-11" KITCH EN 8'-6" X 13'-4" DIN IN G RO OM 22'-5" X 13'-3" LIV IN G RO OM16'-4" X 13'-0" O WNER BEDRO OM H A LF BATHOWNER BATH 1 SH E L F 1 RO D 1 SH E L F 1 RO D 1 SHELF 1 ROD 2)134"x18" LVL RIDGE BEAM 2)2x10 36" HGT. BRKFST. BAR LINEN 4 SHLVS @ 16 " O. C . EN G I N E E R E D TR U S S E S VA U L T LI N E CATHEDRAL VAULT TI L E WA L L S 16 R' s @ 7 7/ 1 6 " 15 T' s @ 10 " DN Vt Vj Vt C Vb C @ 16 " O. C . EN G I N E E R E D TR U S S E S VA U L T LI N E CATHEDRAL VAULT CATHEDRAL VAULT 2)2x10 2)2x10 2)2x10 2)2x10 2)2x10 2 TR A P S AB O V E 2 TR A P S AB O V E FLEHS 1 DOR 1 FLEHS 1 DOR 1 2)2x10 2)2x10 2)134"x18" LVL RIDGE BEAM DRAFTER DATE REVIEWER DATE BUILDER DATE 8 -9-2012 KMM SHEATHING, FLASHING, 15# FELT, WATERPROOF UNDERLAYMENT, LAMINATE SHINGLES, TYPICAL 16"O.H. 2x CORNER, WINDOW, & DOOR TRIM SOFFIT & FASCIA FINISH GRADE FRONT ELEVATION OMIT SIDING PORCH OSBB-(MATERIAL & LABOR) MUSHROOM VENTS 16"O.H. NOTE: 4.22 SQ. FT. OF NET FREE ATTIC VENT FLASHING OVER WINDOWS AND DOORS TYP. LEFT ELEVATION FINISH GRADE DRAFTER DATE REVIEWER DATE BUILDER DATE 8 -9-2012 KMM 16"O.H. REAR ELEVATION FINISH GRADE MUSHROOM VENTS 16"O.H. RIGHT ELEVATION FINISH GRADE MUSHROOM VENTS DRAFTER DATE REVIEWER DATE BUILDER DATE 8 -9-2012 KMM DRAFTER DATE REVIEWER DATE BUILDER DATE 8 -9-2012 KMM DRAFTER DATE REVIEWER DATE BUILDER DATE 8 -9-2012 KMM DRAFTER DATE REVIEWER DATE BUILDER DATE 8 -9-2012 KMM DRAFTER DATE REVIEWER DATE BUILDER DATE 8 -9-2012 KMM DRAFTER DATE REVIEWER DATE BUILDER DATE 8 -9-2012 KMM DRAFTER DATE REVIEWER DATE BUILDER DATE 8 -9-2012 KMM BLK2)2x 12 2x12 2)2x12 S.P.#2 15% BLK 2x12 2)2x12 S.P.#2 15% 2)2x 12 TRUSSES @ 24" O.C. F279201 FLAT FLAT 'A' UNIT BLK2)2x 12 2x12 2)2x12 S.P.#2 15% BLK 2x12 2)2x12 S.P.#2 15% 2)2x 12 F279201 FLAT FLAT TRUSSES @ 24" O.C. 2)2x 12 2)2x 12 2)2x 12 2) 2 x 6 2 LIP 'B' UNIT 2)2x12 2x12 FACE FACE FACE FACE 2)2x12 2x122x12 TRUSSES @ 16" O.C. EDGE OF GYP 2x6 SUB-FASCIA 2x6 SUB - FAS CI A FULL VAULT 'A' UNIT 16" OVERHANGS 2)1 3/4"x 18" LVL RIDGE BEAM/LS90 EA FACE 2x6 SUB - FAS CI A VAU LT 2x6 SUB - FAS CI A TRUSSES @ 16" O.C. EDGE OF GYP 2x6 SUB-FASCIAVAU LT FULL VAULT 'B' UNIT 2x6 SUB - FAS CI A 2)1 3/4"x 18" LVL RIDGE BEAM/LS90 EA FACE