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(2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (NP') VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESjdk INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE (OR 5/8" 12" .N.O. GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL SCREWS @ 7 O.C. 8"x8"X16" KNOCK -OUT CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE "S" MORTAR STD. 90' HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER M 3 1/4" BASEBOARD ILL MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER W MUNICIPALITY. c\' 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE (V , cr, co I r - 0o 2 00 6 MIL VAPOR IIIII p po I —I 11= - III= BARRIERIII - COMP. SOIL. 111 I II I D = N (COMPACTED TO 95% —I I I I =III —III 1(— MODIFIED PROCTOR III I I III —III —I I III NOTE: EXTEND DECO FINISH ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14„ O.H.D. RECESS PAVERS SEE A/S3ORJ/S6—` IIIII ll lFFAl Illiilll; FOR REINF. INFO. 3" MIN. CLEARANCE V " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS ri i SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & 6x6W1.4xW1.4 @ 6" MAX FROM END OF 2 x PLATE � (2) #5 CONT. ON 3" N CHAIRS (TYP.) WWF OR FIBERMESH ° �I I I=III=III=1 6 p p I I=III=III=1 I I; o III III III I I III I If I I - 'I �]- IIIIIIIIIIIIIIII I p✓ ° \ IIIIIIIIIIIIIIIIIIIIIII�,I' 1 8" 1 '''L8 l TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK r `o ELEV. 0'-0" . L`4' A.F.F. d. /r a .a . a A. d A, a p a a ° ELEV. -0'-3 1/2" Q' a a O d'a a e ° 2x4 CONT. a. ' ° ' A.F.F. O d d ' -a .. ILL d - a CD ` GARAGE DEPTH VARIES a ° A _ ..:a A. b GARAGE SLAB AT STEP - rB� SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS "SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS TYP 2x P.T. PLATE ASSUMED FINISHED 'Ill'III n GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN00 ° FOR CLARITY °pp p ° ' I —III —III —III —III —III _I . ° ' � III —III —III —III —III —III z ' I —III —III —III —III —III —I I � NOTE: g. ° p p III —III —I I —III —III —III- N *FOR BEARING WALL I —III —III —III —III —III='' '� W/ UPLIFT ONLY -III—III—III=1 I 1=1 I 1=� FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE ib a • I I -1 I__I=1 11=1 11=1 I I-1 I I-1 11=1 I I ----- _ =1 I 1=III=1 11=III=III=III III III III (1) #5 REBAR w/ OPT. =1 I I=III=1 11= I I— I I —III— 11=SCRE0 ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' M CN I-- . -11IIIII� — 00 - T=III—II 1=4111=1 —I SEEA/S30RJ/S6--- -IIIT1 Ill�i,i_'' 11�61_Ir_ FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC 1RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS (2) ROWS OF 2x BLOCKING @ THIRD POINTS --, 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c E ° 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2-0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �3 1/2" MIN. ' D t> D -TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH =I I 1=I 11= I'31/21min.)- 4" co 2 31/2"(min. - 4" 1 1=1 1 I —I- -_ II- ' III=111 III=III=III=III III —III I'' (2)#5CONT. II 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP a SHEARWALL "SHEAR WALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION SCALE: 3/4"=V-0" .\:4 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°0/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 [� LAYERS W/ TOTAL THICKNESS 7/8" OVER 1 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD K.O. BLOCK 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR —� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi T ° oo si] p FINISH GRADE � 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60k —III— — 6 MIL VAPOR BARRIERII I II I II I I o ° I I=1 I I=I 1=1 I °O R 1 7/8, I I I I III I I —I I I I #5 REINFORCING BAR I I —I I I —I I LA I I=I I I- T z -' I I I I • III —III —I"="'=' � #5 I AP SPI Il'.F COMP. SOIL. (COMPACTED TO IIIII p a . . 11=III=III- �—III IIII—III�III—III—II�I—III,IIII1�95% MODIFIED PROCTOR ASTM D1557) 4" I- ' TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x d P. .a a' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 00 CV Cl) 6 MIL VAPOF BARRIER 1/2" GYP. BD. -HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALAI` INTERIOR CONCRETE :04 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 c\\I 'v WWF OR FIBERMESH 1 a 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 C3 1/� 2" MIN. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 /WWF OR FIBERMESH 31/2"(min.) - 4" - � 1=1 I I— —III—I t I I-1 iI I I I 1=1 11=1 11=1 I I III —I I_I I' (2) #5 CONT. U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W p J g I � III —III —III � W I=1 � I=1 I I 11=� p• 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO �j 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING w SCHEDULE 0� j Q w SEE PLAN FOR STRUCTURAL �_ w COLUMN SIZE AND BASE 0 W CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL °' O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS IL SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS CY, FILLED SOLID (SEE PLAN FOR LBRICK SIZE AND REINFORCEMENT) PAVERS or B PER 0'-0" FIN. FLR.�, COMMUNITY SPECS (2) #5 CONT. —1 I I I I I ON 3" CHAIRS (TYP.) 8„ 1'4' 1/2"(min.)- 4" CC S3 I.- 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) -1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH II—III=III—III_ o III III=III=III=' :- N TYPICAL INTERIOR BEARING WALL w/ UPLIFT K�G SCALE: 3/4"=1'-0" �S3 VAKIL6 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH M <. a — — ' . d —IIIII-III,-I I II; N a - I II, � I I a —III- SEE A/s3/J/s6 =1 I I „I I III III III „_ I' 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS � TO FOUNDATION PAD _E CONT. FOOTING STEEL MAT REINFORCING. S�' ' Cl) 00 GRADE _ d d d• 1=1 11=1 11=1 11=I' III=III—III=1 r Lu > o o -III I I III I «� . a• . 11=III=III-, z a — ° _ Q ' I �=1 —I 11=III=III=III I I III=1 I I =- FOOTING J -III III=III—III—III—II III—III—III- II,;III�IiIIlllilllll�llll, BEYOND AD REINFORCEMENT-)3" MIN. CLEARANCE ;SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 rRA22COT 18 2' Virtual Review Assist, Inc. 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