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(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) 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) WIDRYWALL 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 8" 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. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER Cn 3 1/4" BASEBOARD �- MIN. 2500 PSI CONC. SLAB w MIN PSI MAY VARY PER o MUNICIPALITY. 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 .E N •' � ° D Z 00 M =III=III=1 I I _ D 6 MIL VAPOR BARRIER 1111 I ,' a I I II I I I ®0 III= r COMP. SOIL. I I (COMPACTED TO 95% —I I I I =III=III 11= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I III —III —I I I I I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4' (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" PAVERS—j�O.H.D. RECESS z I— ° 'a 4" 11' co IF I- '� SEEA/S30RJ/S6�-1j11111111,11�1 11,1 1�1. FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 11.8" (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 • 6 II—III—III-1 m -III—III—III I III I11111111I IIII I > ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE .6x6W1.4xW1.4 r WWF OR FIBERMESH I El I IEEI I 1E]i I IF o I I I I 1=1 11=1 I I—' 1 8„..—...L... TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. U-0" a 4' A.F.F. a. 0 Q' °' '..° a ° A ° 4 .. ELEV. -0'-31/2"�� ...d ° °'. ° --�O 4 2x4 CONT. A.F.F. O 4 d ° Q - I I °'4 A° GARAGE DEPTH VARIES ° a. ° ° °... 4. . a GARAGE SLAB AT STEP rB SCALE: 3/4"=T-0" S3 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 2x P.T. PLATE TYP ASSUMED FINISHED 'fil'il n GRADE MONO OR STEMWALL z FOOTING MONO SHOWN00 FOR CLARITY ° D ° 1=III=III=III=1 11=1 I=1 III —III —I I 1=1 I —III —III z D ° I— III —III —I I III —III —III— NOTE: III —III —III —III —III —III= N *FOR BEARING WALL II�IIIII1IIIIIIIIII�IIIII�IIIII;' '� W/ UPLIFT ONLY —— III•—III„—,L11I��III1��1�1��„—,1�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 31/2" WWF OR FIBERMESH min. 4 ° 7;, GRADE °° =1 -I I 1=1j1=11=III=III=1 I III III=1 I I (1) #5 REBAR w/ OPT. ' 1=1 I I —III —I 11= 11= I 1=1 11= 11=SCREEN ENCLOSURE MIN, TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E = ' M T a d `__ I I I=1 I �• I I-- ,- -I SEE A/S30RJ/S6-- 11111 11111 1�1 IIIII. FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS 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"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"°x3/16" 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. oo D ° 31/2"(min.) - 4" I I =1 I I I ° —I I l 111=111= —III—II—IIII —11 1E1 I 1EH_III=III=III=III III —III I'' (2) #5 CONT. I I I 111111111=11111„I I ;III= '' 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL (cD STEP C SHEARWALL "SHEAR WALL" I SCALE: 3/4"=1'-0" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLC--KING @ 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. BLOCKING HORIZONTALLY@ INTERVALS )T EXCEEDING 1U-0" (13302.11) SULATION PER CHART ON FLOOR PLAN OPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 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 PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 20" MIN. LAP [24" MIN. LAP] 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR —� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR E_Z #3 & #4 LAP SPLICE GRADE 40 MIN. F740ksill]FINISH GRADE 00 [GRADE 60 MIN. F 25" MIN. LAP [30" MIN. LAP] —1I1=1 —III _ 6 MIL VAPOR BARRIER -I I III D D ° =III=III=III—_ 11-1 I I I ° III —III —III —III—, #5 REINFORCING BAR R 1 7/8 —� 1 1 III I I —III —I 11 1I I III II I I� r #5 LAP SPucE II II . Ili —III —I — COMP. SOIL. (COMPACTED TO IIIII — 11=III=III= 95% MODIFIED PROCTOR ASTM �= I I=1 I I=III=III=1 I I=1 I I=III- D1557) 111 11111� 111111�IIII1„1111,111— 4" 1'4' TYPICAL EXTERIOR FRAME WALL FOOTING 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"°x3/16" 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 SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT t- INTERIOR 2X STUDS @ 24" O.C. U.N.O. 4. GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8" PER CHART O.C. STAGGERED, FROM BOTTOM INSULATION PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1A r WWF OR FIBERMESH M _ _ a' A M 6 MIL VAPOR =__ LrI I=I I=I I= Li BARRIER 1 — 11111111111111111111, 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 1/2" MIN C 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 P. °v. 3 1/2"(min.) - 4" 1E1 111=11 I IEEI I ill11=1 11=1 I I III —III I' 11= I I—III=III—III—I — III1-' (2) #5 CONT. 44 1 1 1-1 L�,_41,i 8 U.N.O. MIN. TYPICAL BEARING WALL" STEP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 wl (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE LU D U LU a -III=1 11=III m '. •° D g I—III-111—I11 I ''1111 I IIIII I II I II I II I D .• ° #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. CJ+3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR . x & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO w 2x4 P.T. PLATE d 7/16" O.s.s. COLUMN LOCATION SECURE 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w o SCHEDULE > w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. 2 4 P T BTM PLATE x 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 SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS m FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR.� COMMUNITY SPECS (2) #5 CONT. =III I E ON 3" CHAIRS 8" 1'-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 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH —I—III—I—I—II—r 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" 13 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.0.) WWF OR FIBERMESH ° — —_ III;M� r •_� - I1-1 I1-1I I-1I1=1I I III , 'IIIIII, t r M � II �•' a .. III= _ SEE A/S3/JIS6 4�,1I 11 „III Ij 1_Eilll18 FOR REINF. INFO. OPTION 1#1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS TO FOUNDATION CONT. FOOTING STEEL MAT REINFORCING. r ' co 00 2 GRADE — d ° _ _ d. c� Lid =111=III ° • ° I —III —III —III —I' Z = _—III—I III —III —III —III w 0 0 LU U)LU I I III I II II' 0 . I =1 1=1 11 Z a U- — a d = `�Q ' I -=1=111=111=III—III I I III=11 _; FOOTING -111 III—III—III=III—I I III=1 I —I I I— -1 11,;111�lilllll111111�1111 ,II ...III -III—' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 sv °� y M N O N m �•4 a� ✓v r' co co co e % R ''` C�Y'.�' ,. ,q. • O 00 ee �5 fl5 • a Q Lid 0 z 0 W 0 U C)co" 6 LO c7 M co N V -0-6- 2'M Oo a oo rn} O U- o o Q V_/ U p . - � LU c V 7W L 0 E V --- a Lij ILLW W J LU O 0 LLI Uj �QXJ QZ � Jj 0(00g O<QV �-LL�c U-000JO OO-OOmo Uj az Q z� Uj 0 a 0'oO>zYl-U-OOZ WOE 2LWa QQ U20Q zO0¢ �¢LL 0! O O z N OW >U)O p co o �LO qt � � W Lq �— CL CM a, r 00 Z U � w � WC:) M Cfl MAY 0 2023 Virtual Revii, w A sist Inc Plans Review com (pt d land pp irov d for compliance with thd 2 2b 1 BC Ah E itio by Debra Anre Kl hr''' X23 0 o N 0 N o N r- N O O O O ti 0a�0lll N N O o o C) o e 1 f ' Z O 75 L > CV, .CM CO VJ z1— Z O W ? cwi) V 0oo VUCn zj -0 0 0�� Q z aiYa rl mew N I - .a (V � Zoo W a. 2~2 ■ CD Q O Q�°0f O U az" z U, z �� Q 0 O MM W � Z ¢ z z J Uj ^ L ! o LAST PLOT DATE Z 0 STRUCTURAL DETAILS - MONO