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HomeMy WebLinkAbout03110013.2U) z 0 w J w Of 0 ch w x w w Li Ln b_ COMPOSITION SHINGLES OVER 301 1 FELT OVER 1/2' DECKING 12 VARIES INSULATION BAFFLE ROOF RAFTERS F � 12" ®SIDING OR 16" 0 BRICK <n z 0 a w J w 0 Li Li x w w w U) R-38 BLOWN INSULATION (TYP IN ATTIC) s 2-2X12 WINDOW HEADER (TYPICAL) 2X4 STUDS 0 16" O.C. 3/4' PLYWOOD SUBFLOOR ON FLOOR—/ JOISTS 8' 'L' BLOCK OR CONCRETE 8' C, M.U. OR CONCRETE FOUN WALL 4" GRANULAR FILL UNDER 6 MIL VAPOR BARRIER OVER UNDISTURBED V SOIL et 1'-4" x 8' CONT. CONCRETE FOOTING _ TYPICAL WALL SE 3 SCALE: 1 /2"= 1'— 0" 2x4 OUTRIGGERS AT 2'-0" O.C. 1x6 WD. FASCIA (TYPICAL) HARDBOARD SOFFIT W/ SOFFIT I I I I I TOTAL UWW VENTS I I I I I I I_ol 1x6 WD. FRIEZE (TYPICAL) x 1 WALL CONSTRUCTION (EXTERIOR HORIZ. SIDING) HORIZONTAL LAP SIDING OVER R = 0.13 TYVEK HOUSEWRAP OVER R = 0.58 7/16" OSB SHEATH'G OVER R = 3.50 2 x 4 WOOD STUDS 16" O.C. R = 0.45 WITH R-13 BATT INSULATION R = 13.0 2 MIL VAPOR BARRIER R = 0.68 1/2" PAINTED DRYWALL R = 0.73 TOTAL R -VALUE = R = 19.07 WALL CONSTRUCTION (EXTERIOR BRICK VENEER) BRICK OR STONE VENEER R = 2.54 TYVEK HOUSEWRAP OVER R = 0.58 7/16" OSB SHEATH'G OVER R = 3.50 2 x 4 WOOD STUDS 16" O.C. R = 0.45 WITH R-13 BATT INSULATION R = 13.0 2 MIL VAPOR BARRIER R = 0.68 1/2" PAINTED DRYWALL R = 0.73 TOTAL R -VALUE = R =21.48 2x4 TREATED SILL PLATE WITH 1/2" DIAM. ANCHOR BOLTS SPACED 4'-0" O.C. (MAX. 1'-0' FROM CORNERS) MASONRY FLASHING W/ WEEP HOLES (1/4' DIAM) AT 2'-8' O.C. OF FOUND. WALL 1-6 eIN. GRADE 8" MASONRY OR CONC. WALL T 10 N D2FOUNDATION WALL TYPES b P_ 7-5 3/4' � 1'-10' I, 6'-7 3/r -k1'-10' 32'-3' r 18' x 12' WOOD DECK ABOVE \ B 16' X 8• CGWIW= Cows FO07W — — \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -� — — I i \ r --- --- --------------------- IADJUST FLOOR JOISTS AS REQUIRED FOR GLASS vpum BLOCK LOAD ABOVE Lm _ _ � L _ V 1ST FLOOR WALL ABOVE ILING Eli LOADSTRANSFTO FOUNERING EDATION M �ao►f CEILING LOADS TRANSFERRED TO I I I I • // VCS \ N WALL ABOVE - SUPPLEMENT IST DD FUR. JOISTS AS REO'D.�\ PCINT LOAD FROM r ABOVE TRANSFERING \ ROOF AND CEILING \ // PONT LOAD FROAIN LOADS I \ \ // I ROOABOFER DACEILING LOADS / I CONT, W8x10 STL. BEAM \ 1 _ 7 7 8"TALL x4 WIDE \ — EAM I WALL ABOVE TRANSFERSI \ ROOF AND CEILING LOADS L L OCK TO FOUNDTN. \ // V-4" DIAM. CONC. PIER L J \ \/ ort 2'-0" x 2-0" x o' -s" 2'-4' CONCRETE FOOTING (TYP.) er \ \ W8x24 STL. BEAM ! \� (7-778 TALL ;__6 1/2` WIDE) \ \/ L ll 8'-8 7/r \\ 9(- 8 7/r 8'-8 7/r 8'-8 7/8' 8'-8 7/r WALL ABOVE TRANS RS / C CEILING LOADS TO FOUNDTN. -1 -- _� L - - xjQ RFMA I I \\(7 7'8 -TALI x 4 WDE. + ( r POINT LOAD FROM\ ABOVE TRANSFERING 1STI hOOR WALL ABOVE CEILING LOADS OADSFT01 FOU DAI TION CRAWL SPACE 6 MIL VAPOR BARRIER ON 1\�\ MIN, 4" GRANULAR FILL OVER PLUTArIG AMW \\ \ 4" CORRUGATED TILE TO SUMP AS SHOWN IL I 19'-0' TO SUMP PIT I F— �L I I 8'-4 5/r 8-419 I I I I I I li I �� II II I I r . — .° �►TM►Tt+ �€►� ' I PIT '� . POINT LOAD FROM ABOVE I— C \� �s — LOADS FERING ROOF AND CEILING I LC—x 4 -WIDE) ' II WALL ABOVE TRANSFERS — L N ROOF AND CEILING LOADS I I POINT LOAD FROM ABOVE TO FOUNDTN. I I I I I TRANSFERING ROOF AND COILING >' r r _ L 'r I III CONT DSW8x10 STL. BEAM -_-711 _ I n� T T I (7 7/8'TALL x 4"WIDE) -1r 7 �h- it- II II II III L J L— J � I I � � � I I III II I II II II I II I II II Ij jl II II II II II III m� II I II II II II II I� II Ij jl I II II II II SII - I''181/ �J-1 iF il-4- 1L �L q lo (8 1/ "FALL x 5 1/4"WIDE) T 0,:�jl' m I I WALL ABOVE TRANSFERS 4L0 I I CEIUNG LOADS TO FOUNDTN - ADJUST FLOOR CRAWL A�CJSS ABOVE - I I I I JOISTS AS REQUIRED. ADJUST L0 R JOISTS FOR OPENING �51 REQUIRED. I I I N I 10'-1 1/4' 1 10-6 5/r 6'-7 1/41 6'-3 3/4' I I 10'-1 1/4' %I n I 1 15'-0 5/8' iso II I I I I I I �--- -� DEPICTS LOCATION OF I I ,� L— — — — — — --- — — — — — — — — — TREATED WALL PLATE ADJUST LEDGE -------------- IZL-(TYPICAL) AS REWIRED i v L------------ I ------------ --- ------- -- J I PEAFILL 0 DRJPPED� O I I © ._ I � I I PORCH I I 12'-9' r 13 I UNEXCAVATED MIN. 4 CONC. SLAB ON GRANULAR FLL - SLOP SLAB 1/4" PER FOOT TO FR NT I I I I I I TOTAL UWW 2746 SF I I I I I I I_ol U x 1 i I GARAGE I I 4" CONCRETE SLAB OVER MIN. 4" GRAN. FILL - SLOPE 2" TO O.H.D. I l o l i IoI - I c I I I I I I I I I I I I I I I I I I I I I I L_-- 16'X8_CQN7INOUSF1701AVG ---- ------ 7-777/ — — — — — O — — — — — — — — — — — — — — — — — — — — — 711 5'-0' 21'-4- FE7UN-DA TION PLAN SCALE: 1/4" = 1'-0" 2s—r 1r -r r-4' 14 oil A b ,T b T b T n ((I$) PRECEDENT HOMES 579-8710 W W CL A O ti J � V Q SQUARE FOOTAGE: IST FLOW 2258.7 2ND FIR Fk 4907 GARAGE 454 SF PERMIT TOTAL 3202 SF TOTAL UWW 2746 SF ATTIC STORAGE 388 SF RevIslons Date PRLm SE r 16122163 Scale, 1/4" Dates 10/22/03 Drawn By, Job No,' AP57 2 of 3 W W U x RevIslons Date PRLm SE r 16122163 Scale, 1/4" Dates 10/22/03 Drawn By, Job No,' AP57 2 of 3