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J <br />PRE-ENGINEERED WD. TRUSSES AT 24" <br />O.C. MAX. W/ GALV. MTL. SEAT PLATES <br />SLOPE <br />PER 1/2" PLYWD SHEATHING NAILED W/ 8d RING SHANKS <br />ELEV. AT 4" O.C. (EDGE), 6" O.C. (FIELD) W/ GALV. CLIPS <br />ROOF FINISH PER ELEVATION <br />/ SIMPSON <br />TA20 AT EACH TRUSS U.N.O. - <br />SEE FRAMING <br />R-30 INSULATION MIN <br />ELEV AT 8'-0" <br />FIRST FLR CLG <br />1/2" CEILING BOARD CLG. <br />1X3 FURRING STRIP <br />1/2" DRYWALL, TYP. U.N.O <br />1X2 FURRING <br />STRIPS AT 24" O.C. <br />(R-5) 3/4" INSULATION BOARD <br />1X3 P.T. FURRING STRIPS ---- <br />4" THICK CONC. SLAB W/6"X6" W1.4 X <br />W1.4 WIRE MESH OVER .006 <br />POLYETHYLENE VAPOR BARRIER. <br />HOLD MESH IN TOP 1 1/2" OF SLAB. _ <br />BASE TRIM PER SPECS —� <br />ELEV AT 0'-0" <br />1ST FLOOR FF ° <br />� a <br />° <br />oa ° <br />NOTE: REFER TO ELEVATION <br />SHEET FOR SOFFIT AND <br />FASCIA DETAILS <br />PER <br />ELEV. <br />(1) COURSE 8 X 8 KNOCK- OUT BLK <br />FILLED SOLID W/ (1) #5 BAR TYP. <br />STD. 90° HOOK W/ <br />10" MIN. OVERLAP <br />(1) #5 BAR VERTICAL IN FILLED CELL <br />TYP. SEE FLOOR PLAN AND <br />FOUNDATION PLAN FOR SPACING. <br />DECORATIVE CEMENITIOUS COATING <br />TYP. U.N.O. AT EXT. MASONRY <br />WALLS. SEE ELEVATION SHEET FOR <br />TEXTURES <br />25" MIN LAP <br />8 X 8 X 16 C.M.U. TYP. <br />4" X 4" INSPECTION PORT AT <br />EACH FILLED CELL (TYP.) <br />SIZE & SPACING OF DOWN BARS <br />TO MATCH VERTICAL BARS WITH <br />25" MIN. LAP W/ VERT. REINFG <br />EXTEND PARGE COAT 4" <br />BELOW GRADE TYP. <br />GRADE <br />= z <br />a0 g <br />AV <br />0 <br />CLEAN POISONED <br />AND COMP. SOIL <br />(2) #5 BARS CONT STANDARD 90° HOOK SEE <br />REBAR DETAIL <br />1 TYPICAL WALL SECTION AT FILLED CELL ONE STORY <br />3/411— 11-011 <br />PRE-ENGINEERED WD. TRUSSES AT 24" <br />O.C. MAX. W/ GALV. MTL. SEAT PLATES <br />SLOPE <br />PER 1/2" PLYWD SHEATHING NAILED W/ 8d RING SHANKS <br />ELEV. AT 4" O.C. (EDGE), 6" O.C. (FIELD) W/ GALV. CLIPS <br />ROOF FINISH PER ELEVATION <br />SIMPSON HHETA20 AT EACH TRUSS U.N.O. - <br />SEE FRAMING R-30 INSULATION MIN <br />R-30 INSULATION MIN <br />NOTE: REFER TO ELEVATION <br />ELEV AT 8'-0" SHEET FOR SOFFIT AND VARIES <br />FASCIA DETAILS <br />FIRST FLR CLG SEE FLOOR PLAN - <br />1/2" CEILING BOARD CLG. •• PER 1J2" CEILING <br />ELEV. <br />WINDOWS ELEV 6'-8" BOARD CLG. - <br />WINDOW HEAD HEIGHT - <br />(1) COURSE 8 X 8 KNOCK- OUT BLK <br />1X3 FURRING STRIP FILLED SOLID W/ (1) #5 BAR TYP. <br />1X6, 20" BEYOND EACH 1/2" DRYWALL, TYP. U.N.O. <br />SIDE OF OPENING. 8 X 8 PRE CAST CONCRETE "U" LINTEL <br />FILLED PER CALL OUT ON FLOOR PLAN <br />P.T. BUCK GLUED AND NAILED 3 SIDES. 2X STUDS AT 16" O.C. <br />USE .097 DIA X 1 3/8" "T" NAILS AT 8" O.C. WINDOW PER SPECS (STUD WIDTH MAY - <br />P.T. BUCK TO BE NO MORE THAN 1" THICK ; (SINGLE HUNG SHOWN) VARY SEE PLANS) - <br />SILL (SEE SPECS) j CAULK ENTIRE UNIT PER - <br />1X4 AT JAMBS & SILL MANUFACTURER SPECS <br />INTERIOR <br />1/2" DRYWALL, TYP. U.N.O. FLUSH PRECAST <br />CONCRETE SILL <br />1X2 FURRING DECORATIVE CEMENITIOUS COATING <br />STRIPS AT 24" O.C. TYP. U.N.O. AT EXT. MASONRY <br />WALLS. SEE ELEVATION SHEET FOR (R-11) BATT INSULATION <br />(R-5) 3/4" INSULATION BOARD TEXTURES 5/8" X 10" A.B. W/ 2" X <br />1X3 P.T. FURRING STRIPS 2" X 1/8" STEEL <br />WASHERS AT 36" O.C. - <br />4" THICK CONC. SLAB W/6"X6" W1.4 X OR 5/8" X 8" SIMPSON - <br />W1.4 WIRE MESH OVER .006 8 X 8 X 16 C.M.U. TYP. TITEN HD OR EQUAL - <br />POLYETHYLENE VAPOR BARRIER. W/ 2" X 2" X 1/8" <br />HOLD MESH IN TOP 1 1/2" OF SLAB. STEEL WASHER AT <br />36" O.C. U.N.O. <br />BASE TRIM PER SPECS <br />EXTEND PARGE COAT 4" ELEV AT 0'-0" <br />BELOW GRADE TYP. 1 ST FLOOR FF = <br />ELEV AT 0'-0" GRADE <br />1ST FLOOR FF <br />° za <br />`v <br />a ° ar <br />d <br />a <br />a = <br />0 <br />o ° o <br />(1) #5 REBAR CONT. <br />ON #3 WIRE CHAIRS 8" <br />CLEAN POISONED AT 6'-0" O.C. TYP. <br />AND COMP. SOIL <br />4" 1'-4" <br />(2) #5 BARS CONT <br />2 TYPICAL WALL SECTION AT WINDOW ONE STORY <br />3/411— 11-019 <br />PRE-ENGINEERED WD. TRUSSES AT 24" <br />O.C. MAX. W/ GALV. MTL. SEAT PLATES <br />SLOPE <br />PER <br />1/2" PLYWD SHEATHING NAILED W/ 8d RING <br />SHANKS AT 4" O.C. (EDGE), 6" O.C. (FIELD) W/ <br />ELEV. <br />GALV. CLIPS <br />ROOF FINISH PER ELEVATION <br />PTA20 EACH TRUSS U.N.O. - <br />SEE FRAM FRAMING <br />R-30 INSULATION MIN <br />ELEV AT 8'-0" <br />Y FIRST FLR CLG <br />THE GARAGE IS TO BE SEPARATED — <br />FROM ADJACENT LIVING AREA AND <br />ATTIC SPACE BY 1/2" GYPSUM BOARD <br />AND HABITABLE ROOMS ABOVE BY <br />NOT LESS THAN 5/8" THK. TYPE "X" <br />GYPSUM BOARD (OR EQUIVALENT) <br />APPLIED TO THE GARAGE SIDE. <br />FOR ALL GARAGE DR. WIDTHS PROVIDE <br />2X8 P.T. HEAD & JAMBS <br />FOR 8'-0" & 9'-0" WIDE DRS. PROVIDE (3) <br />1/2" DIA. X 6" "J"-BOLTS AT EA. JAMB <br />EQUALLY SPACED <br />FOR 16'-0" & 18'-0" WIDE DRS. PROVIDE (4) <br />1/2" DIA. X 6" "J"-BOLTS AT EA. JAMB <br />EQUALLY SPACED <br />FOR ALL GARAGE DR. WIDTHS FASTEN <br />HEAD W/ 2 1/2" PINS USING POWER <br />ACTUATED DEVICE <br />PROVIDE MIN. 3/4" EDGE DISTANCE TO <br />"J"-BOLTS IN 2X6 JAMBS TYP. <br />4" THICK <br />CONCRETE SLAB <br />GARAGE PITCH <br />1/8" PER FT <br />NOTE: REFER TO ELEVATION <br />SHEET FOR SOFFIT AND <br />FASCIA DETAILS <br />PER <br />ELEV. <br />(1) COURSE 8 X 8 KNOCK- OUT BLK <br />FILLED SOLID W/ (1) #5 BAR TYP. <br />4 X 8 X 16 PARTIAL BLOCK <br />8 X 8 PRE CAST CONCRETE "U" <br />LINTEL FILLED PER CALL OUT ON <br />FLOOR PLAN <br />DECORATIVE CEMENITIOUS COATING <br />TYP. U.N.O. AT EXT. MASONRY <br />WALLS. SEE ELEVATION SHEET FOR <br />TEXTURES <br />NOTE: SEE PLANS FOR FINISHES <br />AND TRIM WORK NOT SHOWN HERE <br />EDGE OF BLK. <br />WALL BEYOND <br />GARAGE DR. <br />COLD JOINT <br />CONCRETE DRIVEWAY <br />`v <br />cn <br />° a <br />a d ° <br />Q ° <br />v a <br />° <br />a a <br />0 <br />_ <br />a Q e M <br />CLEAN POISONED <br />AND COMP. SOIL (2) #5 BARS CONT <br />° <br />a <br />WD TRUSS SEE <br />FRAMING PLAN <br />(TRUSS TYPE MAY <br />VARY FROM TRUSS <br />SHOWN) <br />THE GARAGE IS TO BE <br />SEPARATED FROM <br />ADJACENT LIVING AREA <br />AND ATTIC SPACE BY 1/2" <br />GYPSUM BOARD AND <br />HABITABLE ROOMS ABOVE <br />BY NOT LESS THAN 5/8" <br />THK. TYPE "X" GYPSUM <br />BOARD (OR EQUIVALENT) <br />APPLIED TO THE GARAGE <br />SIDE. <br />2X CONT. TOP PLATE <br />eT1if—Tel A <br />2X BLOCKING. AT <br />MID POINT OF <br />WALL (4" O.C. <br />STAGGERED <br />MAX) <br />1/2" DRYWALL, <br />TYP. U.N.O. <br />—I 2X P.T. SILL PLATE <br />/1• GARAGE PITCH. <br />1/8" PER FT <br />4" THICK <br />GO CONCRETE <br />SLAB <br />5 PARTITION AT GARAGE <br />3/411— 11-011 <br />ENTRY DOOR <br />SET THRESHOLD IN <br />FULL BED OF CAULK <br />VERIFY FINISH <br />MATERIALS W/ <br />OWNER <br />FINISH FLOOR <br />ELEV AT 0'-0" <br />v a <br />a <br />4 ° <br />_ ° 4 <br />o a o <br />CLEAN POISONED <br />AND COMP. SOIL <br />4" 1'-4" <br />8 FRONTENTRY - MONO FTG <br />3/4 S — 1 -0 <br />GARAGE <br />DOOR — <br />SERVICE DOOR <br />WOOD CASING <br />MT'L THRESHOLD IN 4 1/2" <br />FULL BED OF CAULK <br />GARAGE SLAB _ PITCH <br />d 1/8" PER FT <br />M <br />a a v <br />a <br />° d <br />a ° <br />° <br />CLEAN POISONED) <br />AND COMP. SOIL <br />SERVICE PAD SEE <br />(2) #5 BARS CONT 1'-4" FLOOR PLAN FOR <br />SIZE AND LOCATION <br />COLD JOINT <br />D6 SERVICE �DOOR - MONO FTG. <br />3/4 — 1 -0 <br />LANAI PITCH 4" THICK CONCRETE <br />SLAB <br />1" IN 12'-0" GRADE <br />v <br />_ <br />a <br />8" THICKEN <br />4-1 g" EDGE W/ (1) <br />#5 CONT <br />7DLANAI DETAIL <br />3/411— 11-011 <br />4" THICK CONCRETE <br />rlliiik LANAI PITCH SLAB <br />1" IN 12'-0" GRADE <br />° <br />da a v <br />e a a <br />a = <br />° - Y <br />a a ° <br />0 <br />16" X 16" FOOTING <br />W/ (2) #5 BARS CONT <br />7.1 LANAI DETAIL <br />3/4 — 1 -0 <br />PITCH <br />`v <br />O <br />M 4" 41 8" <br />COLD JOINT <br />(2) #5 BARS <br />CONT <br />CONT. WEATHER STRIP �� ft <br />CONT.IN 14 <br />••DTRIMJI <br />(5) 1/2" 0 X 8" "J" BOLTS <br />FILLED CELLS W/ #5 VERTICAL <br />EXTERIOR - C.M.U. <br />VERIFY FINISH <br />MATERIALS W/ OWNER <br />WALKWAY, <br />AS OCCURS <br />=v <br />° v <br />COLD JOINT <br />8" THICKEN <br />EDGE W/ (1) <br />#5 CONT <br />DOOR AND CONNECTION <br />PER GARAGE DOOR <br />MANUFACTURER, TYP. <br />#2 SYP P.T. 2 X 8 <br />PT WD JAMB <br />° <br />w <br />= <br />cn <br />0u <br />Q°N <br />z <br />00= <br />p <br />w <br />0 W Z <br />H <br />Ln 00 _ <br />N J <br />LU U <br />W <br />J <br />w 2 Q <br />H <br />O <br />w�W <br />�w0 <br />75 <br />� U� <br />w <br />_f <br />0 <br />w <br />= 0 0 <br />>w <br />0: <br />0 cn <br />z <br />wO-,Z <br />0 <br />m~aLU <br />9a <br />a'ZQ'J <br />�w <br />=o°0=2 <br />_ u. U. cn <br />E— cn <br />73 <br />LL <br />,0 <br />0 <br />^c: <br />W <br />c: <br />cu <br />I_— <br />E <br />M <br />U <br />M <br />Q <br />^♦ <br />W <br />J <br />LL <br />0 <br />(1) <br />uj <br />OC) <br />— <br />u� <br />0 <br />ti <br />ti <br />C)- <br />W <br />>0 <br />W <br />a) <br />N <br />W <br />Q <br />— <br />� <br />U <br />j <br />w <br />� <br />-o <br />a. <br />v/ <br />Q <br />E <br />C <br />0 <br />.c: <br />CD <br />U <br />L <br />iz <br />N <br />co <br />-#- a <br />C� <br />M <br />� <br />c: <br />0 <br />(1) <br />U <br />a)0 <br />V) <br />c/) <br />^♦ <br />WI..L. <br />^^cu <br />Jc <br />ISSUE DATE: 05/06/10 <br />JOB CAPTAIN: JMG <br />SCALE: AS NOTED <br />CHECKED BY: JMG/PF <br />PROJECT NUMBER: 0737 <br />STRUCTURAL <br />DETAILS 2 <br />4" l'-4" 01 <br />3 NOT USED 4113/411TYPICAL WALL SECTION AT GARAGE ONE STORY 9 GARAGE TRACK MOUNTING <br />N.T.S. —1 -0 N.T.S. �::j <br />S2 <br />