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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/ (T P VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7 O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR '"C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL CELLS 1/2" GYPSUM WALLBOARD (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 31/4" BASEBOARD u MIN. 2500 PSI CONC. SLAB a MIN PSI MAY VARY PER in MUNICIPALITY. `14 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE N ep - Z 00� - D 00 6 MIL VAPOR I D I I I z BARRIER I I D a 11 I I � D; I iv COMP. SOIL. I #.Wr T (COMPACTED TO 95% I I I I NOTE: EXTEND DECO FINISH MODIFIED PROCTOR I I I II I I I I I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. L4-..1'-8 (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS z SEE A/S3 OR J/S6—/-ILi FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT. ON 3" CHAIRS (TYP.) � D 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10`4' (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. ' 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH IIIiv o TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/(10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: 'FOR BEARING WALL W/ UPLIFT ONLY GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK N ELEV. 0'-0" ° < 4 a'I'. A.F.F. d. 0 v . °.. 4 a a . ELEV. -0'-3 1/2" FZ G 've .° vA. v v ... d .. _ .' v° v °. e v d 0 ev- ° ° .' 4 2X4 CONT. .a v. ... e : :v -'e A.F.F. O a �v e Q ne N v d d. GARAGE DEPTH VARIES a A. 4 _ a ° GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/81.x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" 00 TYPICAL THICKENED EXPANSION JOINT 1 SEE A/S3 OR J/S6 J ' i l i ir�,� I FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESSri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GRADE v ftIII I I I —I I I —I I I —I ' (1) #5 REBAR w/ OPT. rSCREEN ENCLOSURE MIN. EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND O.H.D. RECESS • 0,0 t— CV CM 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 5/8- x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2-0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE WEDGE ANCHOR x 6 W1.4 x W1.4 211 24' O.C.)"x10' WWF OR FIBERMESH 3 1/2" MIN. � ILI-°�I--III—III I I —II I II=- III 1 I I- 3 1/2"(min)- I 1;4" 00 .11-IM 31/2"(min. - 4111=I I —I 11- (2)#5covT.4" II�1'-4" �I�II�,I_�8"�I U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING _101 v- NAILED W/ 8d COMMON NAILS @ 4" O/C' BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY -Is A�l s FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION r NOTE: 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. 10d NAILS K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE AN FIBERMESH WEEP SCREED INSTALLED BAR o END OF 2'BOLTS 6" nx PLATEAX N PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W D D . D GRADE 40 MIN. Fy= 40ksi a e N p z_ #3 & #4 LAP SPLICE _ ° - GRADE 60 MIN. F - 60ksi `n I I FINISH GRADE O0 [ y ] a cn D D - 25" MIN. LAP [30" MIN. LAP] W �I I I Il 6 MIL VAPOR BARKER - I I I n. ° I I I I °° n I I I I 1 #5 REINFORCING BAR R 1 7/8 T #5 LAP SPLICE COMP. SOIL. (COMPACTED TO I — D ° ' 1 I 111=I i I=I I 36" MIN. LAP [36" MIN. LAP] 95 /o MODIFIED PROCTOR ASTM I I=I I �I I I I I27% 10" D1557) 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF� 18"OR 1/2" HIGH STRENGTH — J.N.O.) (OR %" GYP. TYPE "X" @ IARAGE W/A HABITABLE ROOM BOVE) P.F. DOUBLE OP PLATE IMPSON SP2 w/ 12) 10d NAILS /8"° x 10" "J" BOLT @ 24" O.C. w/ "°x3/16" PLATE WASHER (TYP.) - %LT: 1/2"xl2" TITEN HD @ 24" ).C. OR 5/8"x10' WEDGE ANCHOR b 24" O.C.) SIMILAR AT FOUNDATION ONLY" = NOTED, THIS REFERS TO THE ;TEP, SIZE OF FOUNDATION AND IEINFORCEMENT AND WILL NOT 4CLUDE THE WALL ATTACHMENTS �3 1/2" MIN. TRUSS BOTTOM CHORD OR 2x4 42 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) --4NSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 00 31/2"(min4-II— II II I I I II I I_II (2) #5 CONT. 4„II II ICI I II �8,� U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T. 2x 0101, ° A d. CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) c M 6 MIL VAPOF BARRIER SCALE: 3/4"=V-0" S3 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 x x TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL i�� BEAM SIZE & CONNECTION INFO 1/2" GYP. BD. ,HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALM INTERIOR CONCRETE m 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING Cn w o SCHEDULE T j w SEE PLAN FOR STRUCTURAL W COLUMN SIZE AND BASE o � CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL ° O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS E = M FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) 'v WWF OR FIBERMESH Cl) 0'-0" FIN. FLR.Ak BRICK PAVERS or SLAB PER COMMUNITY SPECS ° =1 I —I i I—a1 — — I 1--I I If 4� INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=T-0" K S3 \\//\\//\\//\\//\ .-��- I I--��- �/\\//\\ice/` • • (2) #5 CONT. =1 II I I ON 3" CHAIRS (TYP) 8. 1,-4- 1 /2"(min.)- 4" CC S3 -.- 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 " EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH D O I I�I1�,= 1�1it= 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH d a dCP o d I I I 1 =11f,'',,6 SEE A/S3/J/S6 4I I. . , , ,I I , 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 CONT. FOOTING STEEL 00 _GRAD uj 4 0 J I d M:, °' d • EXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING. M d UJI•uj 0 blza �oo= 1-1I A. r�l VT-,ti I ... 1 " I I I I I I OOTING U Ff ' I I I� r—' -I • • .I I BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 JUN 1 1 022 .IFT.-AL HEVIFW ASSIST Virtual Review Assist, Inc. 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