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— (2) LAYER TYPE 1(#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 <br />(2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR LESS. <br />PRE ENGINEERED WOOD <br />TRUSS @ 24" O.C. U.N.O. <br />HURRICANE ANCHOR @ EACH <br />12 TRUSS (SEE UPLIFT SCHED,) W/ <br />(TYP.) VARIES METAL PL. UNDER EA. TRUSS <br />MOISTURE BARRIER <br />SHINGLE ROOF <br />7/16" O.S.B. MIN. SEE ROOF <br />NAILING SCHEDULE ON SHT. <br />SN1 <br />ELEV. VARIES <br />INSULATION BAFFLE <br />ALUMINUM DRIP <br />EDGE <br />5/8" OR 1/2" HIGH <br />ALUMINUM FASCIA <br />STRENGTH CEILING <br />12" <br />N 0 2x SUB FASCIA <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ GARAGE <br />EE SOFFIT <br />W/A HABITABLE ROOM <br />SHEET <br />ABOVE) W/DRYWALL <br />8"x8"X16" KNOCK -OUT <br />SCREWS @ 7" O.C. <br />BLOCK W/ 1#5 CONT. <br />CEILING & 8" O.C. WALLS <br />FILLED SOLID W/GROUT <br />INSULATION PER <br />CHART ON FLOOR <br />8" C.M.U. TYPICAL <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />TYPE "S" MORTAR <br />STD. 9THOOK (SEE DETAIL) <br />ARCHITECTURAL <br />FINISH <br />1x2 PT WD FURRING @ 24" O.C. <br />1/2" GYPSUM WALLBOARD <br />(1) #5 VERT. IN FILL CELLS <br />U.N.O. <br />(SEE FOUNDATION PLAN <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />31/4" BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />w <br />a <br />MIN PSI MAY VARY PER <br />L, <br />MUNICIPALITY. <br />N <br />4"x4" INSPECTION PORT AT <br />CONCRETE SLAB W/ 6X6 <br />EACH FILLED CELL TYPICAL <br />W1.4XW1.4 WWF OR <br />AT GARAGE, CONTRACTOR <br />"FIBERMESH" <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />• <br />N <br />°D <br />- Z <br />_ <br />CO00 <br />_ iLL LLL <br />_ <br />D <br />° <br />00 <br />6 MIL VAPOR <br />BARRIER <br />� <br />COMP. SOIL. <br />• <br />N <br />(COMPACTED TO 95% <br />I <br />I I <br />1 I I I <br />I I I <br />NOTE: EXTEND DECO FINISH <br />MODIFIED PROCTOR <br />.11 <br />—III —I <br />4" to 6" BELOW GRADE <br />ASTM D1557) <br />(2) #5 REBAR CONT. <br />3" MIN. CLR, <br />ON 3" CHAIRS TYP. <br />V-4" (1 STORY) <br />STD. 90 NOOK <br />U.N.O. <br />4" <br />V-8" (2 STORY) <br />(SEE DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" = V-0" <br />53 <br />OPT: DEPRESS SLAB 5Y2" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB 14" <br />PAVERS O.H.D. RECESS z <br />00 <br />SEE A/S3 OR J/S6 - <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STOR ) / T-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />11,8" (2 STOW ) <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 <br />ADDITIONAL INFORMATION. <br />2x #2 SPF STUDS - <br />@16" O.C. W/ (2) <br />16d TOENAILS T & B <br />2x P.T. PLATE—\ <br />(2) #5 CONT. ON 3" <br />CHAIRS (TYP.) <br />D <br />ps D <br />P—T1. D a <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'4" (R302.11) <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />APPLICABLE. c� <br />DIA. X 3 1/4" TAPCONS @ 24" O/C & <br />@ 6" MAX FROM END OF 2 x PLATEcli <br />E <br />6x6W1.4xWIA <br />WWF OR FIBERMESH <br />° <br />1 8" —1W-•—,,,r,,9` I <br />TYPICAL INTERIOR BEARING <br />NALL w/ OUT UPLIFT GG <br />=E TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 <br />8"x8"xl6" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />3/8" MORTAR BETWEEN <br />SLAB & BLOCK <br />T <br />ELEV. 0'-0" <br />IL <br />A.F.F. <br />A' 0 <br />d, <br />° a . ° °.. ° p d' Q " . ELEV. -0'-31 /2" <br />e ...d ° e ° e, e ° <br />A,F.F. p <br />d 2x4 CONT. ° .. ° ' LL <br />e° a ea d c <br />a° o <br />e �' la. �... . . '•d' <br />° GARAGE DEPTH VARIES e. <br />GARAGE SLAB AT STEP B <br />SCALE: 3/4"=V-0" S3 <br />2x S.P.F. STUDS @ 16" O.C. <br />LOAD BEARING OR <br />2x STUD <br />EXTERIOR WALL <br />8" C.M.U. <br />1"x P.T. STUD <br />SEE CC/S3 OR <br />�v� #5 VERT. IN FILLED CELL <br />G/S3 FOR ANCHOR <br />LT INFO. <br />BO LT NF <br />5/8"x6" "J" BOLTS BOLT <br />(IF LIFT ON <br />@ 24" O.C. VERT. OR <br />WALL SEE GG/S3) <br />5/8" x 6" EPDXY BOLT OR <br />(6) 1/4"x3 1/4" TAPCONS <br />*SIMPSON SP1 <br />SPACED EVENLY <br />W/ (10)10d NAILS <br />TYP. <br />r 2x P.T. PLATE <br />ASSUMED FINISHED <br />GRADE <br />MONO OR STEMWALL <br />z <br />FOOTING MONO SHOWN <br />t <br />FOR CLARITYI— <br />a <br />• Z <br />o. <br />NOTE: <br />° II —III IlI—LTf- <br />*FOR BEARING WALL <br />W/ UPLIFT ONLY <br />_1 11: J 11=1 IIk—I�-1Tf-1�I[I—III—III—' ' <br />i <br />ITn-1T�LTf��T,�r111-Tr- <br />FRAME WALL TO <br />C.M.U. WALL CONNECTION D <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min. 4" <br />° ° GRADE <br />;0 <br />III III III I' <br />-(1) #5 REBAR w/ OPT. <br />I — I I —III— I I -SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />1Tf <br />O.H.D. RECESS <br />M ' <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO. <br />3" MIN. CLEARANCE <br />1'-4" (1 ST RY) <br />1'-8" (2 ST RY) <br />GARAGE DOOR SLAB RECESS ri <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �'S3 <br />ADDITIONAL INFORMATION. <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS <br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" <br />PLATE WASHER TYPICAL <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />6 x 6 W1.4 x W1.4 WWF OR <br />FIBERMESH <br />c <br />E — <br />5/8"OR 1/2" HIGH STRENGTH —/ <br />(U.N.O.) (OR 5/" GYP. TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) <br />S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(12) 10d NAILS <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. <br />SHEATHING REQ'D. FOR ALL <br />EXTERIOR OR SHEAR WALLS AS <br />INDICATED ON THE PLAN. ATTACH <br />SHEATHING W/ 8d COMMON NAILS @ <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />EDGES, AND @ 12" O.C. @ FIELD <br />5/8"° x 10" "J"BOLT @ 24" O.C; W/ <br />2"°x3/16" PLATE WASHER (TYP.) <br />(ALT: 1/2 x12, TITEN HD @ 24 <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) 2" <br />�31/�IN. <br />-TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS <br />EACH END (WHEN PARALLEL) <br />-SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.0 U.N.O. <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 10'-0" (R302.11) <br />INSULATION PER CHART ON FLOOR PLAN <br />SIMPSON SP1 w/ (10) 10d NAILS <br />2x P.T. BOTTOM PLATE <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH <br />1 /2"(min.l- 4" <br />3 1/2"(min. 4" �I� o —L=� I I- <br />-1�I —I —III' <br />�` �T[,�L-Tf � 1�f -III-TiTI_I t I I f-�TfTi fi <br />(2) #5 CONT. T-1 I Trr7Tr�i rrLi rr mJ1T <br />4" 114" 8" <br />U.N.O. MIN. <br />TYPICAL BEARING WALL STEP Cad SHEARWALL <br />"SHEAR WALL" SCALE: 3/4"=V-0" <br />9ror• ����,� <br />Z�E� SEc <br />ens <br />5/8"OR 1/2" HIGH STRENGTH — <br />(U.N.O.) (OR 5/" GYP. TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) <br />S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(12) 10d NAILS <br />5/8"° x 10" "J" BOLT @ 24" O.C. w/ <br />2"°x3/16" PLATE WASHER (TYP.) - <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) <br />"SIMILAR AT FOUNDATION ONLY" <br />IF NOTED, THIS REFERS TO THE <br />STEP, SIZE OF FOUNDATION AND <br />REINFORCEMENT AND WILL NOT <br />INCLUDE THE WALL <br />ATTACHMENTS <br />3 1/2" MIN. <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />EACH END (WHEN PARALLEL) <br />SEE UPLIFT SCHEDULE FOP UPLIFT <br />CONNECTIONS. <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />U.N.O. <br />2x BLOCKING HORIZONTALLY@ INTERVALS <br />NOT EXCEEDING 10'-0" (R302.11) <br />INSULATION PER CHART ON FLOOR PLAN <br />SIMPSON SP1 w/ (10) 10d NAILS <br />2x P.T. BOTTOM PLATE <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH <br />00 <br />31/2"(min.) - 4" =1—I I ]�7� <br />��1�_ILf��I11II�IL�l� <br />(2) #5 CONT. <br />U.N.O. I <br />TYPICAL BEARING WALL @ STEP <br />2x STUDS @ 16" O/C <br />INSULATION PER FBC AND ENERGY <br />FORM SUBMITTED WITH PERMIT GO <br />APPLICATION lo <br />\ <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />3RD LAYER 1/8" THICK. <br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD K.O. BLOCK <br />2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING <br />WEEP SCREED INSTALLED BAR <br />PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR <br />D ` D GRADE 40 MIN. Fy= 40ksi <br />.p z_ #3 & #4 LAP SPLICE <br />�, — . D FINISH GRADE o0 25"MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] <br />—I I_T <br />6 MIL VAPOR BARRIER <br />#5 REINFORCING BAR R 1 7/8' —� <br />r #ti I AP qPI irr- <br />i — a <br />COMP. SOIL. (COMPACTED TO D <br />95% MODIFIED PROCTOR ASTM <br />D1557) EI�I iI i I�iTi� i i�iTill I- <br />4" 1'-4° <br />TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />P.T. 2x <br />1/2" GYP. BD. <br />2„ <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0" J <br />CONT. BEAD SEALANT <br />— a <br />INTERIOR <br />2X STUDS @ 24" O.C. U.N.O. <br />°.. <br />a <br />4' <br />° ... <br />'4FGARAGE <br />CONCRETE NAILS W 1 1/2 <br />1/2" GYPSUM WALLBOARD U.N.O. <br />EMBEDMENT @ 12" O.C. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />STAGGERED, FROM BOTTOM <br />INSULATION PER CHART <br />PLATE TO CONCRETE <br />ON FLOOR PLAN <br />(MIN. SHEAR 180# MIN. <br />CONT. BEAD SEALANT <br />TENSION 120#) <br />CONCRETE SLAB <br />6x6W1.4xW1,4 N ' <br />WWF OR FIBERMESH <br />M 6 MIL VAPOR T — —_ <br />BARRIERIi'/mmr <br />Zj.`-j =��LLF— — — — <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. rK <br />SCALE:3/4"=V-0" S3 <br />10" <br />#6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE <br />REBAR DETAILS rF <br />SCALE: N.T.S. S3 <br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN <br />10d NAILS TO TRUSS TOP CHORD <br />AT 24" O.C. MAX. <br />SEE PLAN FOR <br />TOP OF BEAM <br />MEN <br />(2) HTS20 <br />d 2X4 P.T. <br />PLATE <br />7/18" <br />O.S.B. <br />COLUMN LOCATION <br />SEE DETAIL 16/D1 FOR <br />COLUMN TO PORCH SILL <br />ATTACHMENTS & 18/D1 <br />FOR COLUMN TO BEAM <br />ATTACHMENTS <br />SCALE: 3l4"=V-0" <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 w/ (10) <br />10d NAILS <br />2x P.T. PLATE <br />SPACE ANCHOR <br />a BOLTS 6" MAX FROM <br />o END OF 2" x PLATE <br />W D <br />U <br />N a. <br />pLu <br />. <br />g 11�1—ITS—I <br />�-7I I IILi I I IITII ' <br />SEE ROOF PLAN <br />FOR TRUSS <br />CONNECTION INFO <br />& LAYOUT DESIGN <br />SEE ROOF PLAN <br />FOR STRUCTURAL <br />BEAM SIZE & <br />CONNECTION INFO <br />2x4 #2 SYP P.T. FRAMING w/ <br />MIN 7/16" O.S.B. SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE PLAN FOR STRUCTURAL <br />COLUMN SIZE AND BASE <br />CONNECTION INFO. <br />SECURE 2x4 P.T. BTM. PLATE <br />w/ 1 /4"x3" TAPCONS AT 8" <br />O.C. <br />TRIM PER PLAN <br />SQUARE CMU BLOCK BASE, <br />SIZE VARIES PER PLAN <br />W/ MIN. (2) #5 VERTICALS <br />FILLED SOLID (SEE PLAN FOR <br />SIZE AND REINFORCEMENT) <br />BRICK PAVERS or SLAB PER <br />COMMUNITY SPECS <br />(2) #5 CONT. =1 Ij� <br />ON 3"CHAIRS <br />(TYP.) <br />CC <br />S3 <br />2x BLOCKING HORIZONTALLY@ <br />INTERVALS NOT EXCEEDING <br />10'4" (R302.11) <br />-1/2" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />• 5/8"DIA. EXPANSION BOLT @24 " <br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />3500#, MIN. TENSION 2600#) <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH c, . <br />° <br />0 <br />8° <br />TYPICAL INTERIOR BEARING <br />WALL w/ UPLIFT rG <br />SCALE: 3/4"=V-0" S3 <br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 <br />S.G.D. (U.N.O.) WWF OR FIBERMESH <br />l� ° <br />° <br />_]T[ <br />00 <br />1� <br />T. TfF <br />SEE A/S3/J/S6 �"T T'T LI 8" <br />FOR REINF. INFO. OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. �� <br />SLAB STEP & RECESS an S.G.D. / M <br />SCALE:3/4"=V-0" S3 <br />q MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL <br />EXTEND FILL CELLS c <br />TO FOUNDATION PAD E v <br />CONT. FOOTING STEEL <br />MAT REINFORCING. f ' <br />Cl) <br />00 <br />GR <br />4- <br />° <br />o <br />° <br />° • <br />d <br />III�III—III I� <br />uj <br />a w <br />W <br />° A d <br />LL � <br />fh <br />—!flT <br />�( _ _ <br />,� <br />— FOOTING v <br />BEYOND <br />PAD REINFORCEMENT <br />3" MIN. CLEARANCE <br />(SEE SCHEDULE) <br />FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: <br />N.T.S. 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