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2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT. ON 3" CHAIRS (TYP.) — (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II #15 OR #30 UNDERLAYMENT FOR —III=1 I I=III=1 m ( ) ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH -I I III —III - -1 I I 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (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 ° ° IIE Ed I F7 o II III=III=III=' - 12 TRUSS (SEE UPLIFT SCHED.) W/ 8 -1 — - 8—(TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT rGG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 ELEV. VARIES 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 SCALE:3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH � `TRUSS BOTTOM CHORD OR 2x4 #2 SPF 1(O HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O .) (OR /' GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) O GARAGE W/A HABITABLE ROOM GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS JL1/2" CDX PLYWOOD OR 7116" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) - 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) EDGES, AND @ 12" O.C. @ FIELD IMPSON 001 / 10 10d NAILS "SIMILAR AT FOUNDATION ONLY" 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 —SIMPS N 001 / 1 1 I N 5/8"° x 10" "J" BOLT @ 24" O.C. W/ w ( ) IF NOTED, THIS REFERS TO THE 0 w ( 0) Od NAILS rDi 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE h O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F.F. @ 24" O.C.) 2�� x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 ° a A. z 3 1/2"MIN. WWF OR FIBERMESH 3 1/2" MIN. WWF OR FIBERMESH — i a a' 'd ELEV. -0-3 1/2' C a s a 2x4 CONT. a A.F.F. O ° a a ..° o z �. ° . = I I -III= I'3 1/2"(min.)- N =1III� III - o — I' 0 d'. as _ °. — — p •. GARAGE DEPTH VARIESI— _ _ _ _ —I 11=1 I Ell, a III —III _ ICI —ICI —III —ICI III —III II�- e. (2)#SCONT. ll -II ,.,Illi�illl=„,II�II�III �=�I�I-1� 4" 1'-4" 8" GARAGE SLAB AT STEP rB� U.N.O. MIN. TYPICAL BEARING WALL C� STEP C� SHEARWALL SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - \\ vswv NAILED W/ 8d COMMON NAILS @ 4" O/C eGs- 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C vM M 00 =! I I =1 i 1 =III III=I I _ �'- II�—IIII I ICI-1�1=1�1—ICI ICI —ICI I� (2) #5 CONT. I I U.N.O. MIN. TYPICAL BEARING WALL @ STEPrCC SCALE:3/4"=V-0" S3 W/A HABITABLE ROOM SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY 1Go �Nvovs ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT SCREWS @ 7" O.C. BLOCK W/ N CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION �' NOTE: CEILING & 8" O.C. WALLS SEE SECTION C/S3 FOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION INSULATION PER SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER CHART ON FLOOR G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 10d NAILS PLAN PLATE WASHER TYPICAL (IF NO UP LIFT ON @ 24" O.C. VERT. OR K.O. BLOCK 1x2 P.T. HORIZONTAL 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE NAILER TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY STD. 90- HOOK SEE DETAIL FIBERMESH ¢ BOLTS 6" MAX FROM ( ) w/ (10) 10d NAILS - BAR < c\I WEEP SCREED INSTALLEDNecl� ARCHITECTURAL TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS o END OF 2" x PLATE FINISH ASSUMED FINISHED ° #3 OR #4 REINFORCING BAR 0 u 1 x2 PT WD FURRING 24" O.C. ° ' GRADE - GRADE 40 MIN. Fy= 40ksi nJ ° @ N z_ #3 & #4 LAP SPLICE 1/2" GYPSUM WALLBOARD9(1) #5 VERT. IN FILL CELLS MONO OR STEMWALL ". °' z �, — — ° p FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] J —III-1 I-1 I I m (SEE FOUNDATION PLAN FOOTING MONO SHOWN — - 25" MIN. LAP [30"MIN. LAP] Q U.N.O. o p —i i I=11I—I —III p o D ° _ _ — _ FOR LOCATIONS) FOR CLARITY ° p — — — — — 6 MIL VAPOR BARRIER i I I III A. I I III—III—III-ff. 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARD U- MIN. 2500 PSI CONC. SLAB W MIN PSI MAY VARY PER o MUNICIPALITY. �' 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 .E N T Z 00 M =III=III=1 I G 6 MIL VAPOR III o- BARRIER IIIII ;® ®� 1I I= `" COMP. SOIL. IIII (COMPACTED TO 95% —I I I I �II—III I I= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I III —III —I I I I I ASTM D1557) 4" to 6" BELOW GRADE (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" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 14" O.H.D. RECESS � z �M 4. - -111—I I I 4 I I °° I I I -III �.a •. ': l i l—I —III—I I .: I=III= �IIIIII III-' SEE A/S3 OR J/S6 - LII I I I I=„III I I, I IIII- FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ° . ` ' I-1 I I III=1I 1—I I I=I 11— #5 REINFORCING BAR D o .. I —III —III —III —III —III _� ; __ C, z III —III — III —III —III —III z III II —III —III —III —III- NOTE: p p° I —I I I —I I I —I I i—I I I —I I I —I I I I I I I • III=1 I I=1� 1=1 1=1 T g III —III —III —III —III —III N J IIIII ° ° . . 11=1 11=1 11= *FOR BEARING WALL I —III —III —III —III —III= I COMP. SOIL. (COMPACTED TO W/ UPLIFT ONLY — — — — — — — — — — _III=1 I I=III=1 I I —I i i_ i' 95/o MODIFIED PROCTOR ASTM III=III=III=I I I=I I I=1 I I=1 I I=1 I I=1 I I=III=III=III=1 I I=1 I I=IIII ;III D 1557) I I I I I III I ICI . I III I I III I I II 1— —III=III—I I —III —III —I I I—III—III=1 I I=1 I I—i I I=III=III=1 11— 4" 1'4' "—I � I—► I I-1 11-1 I I-1 11=1 11=1 11=1 I I I I I-1 11-1 11= I I I FRAME WALL TO C.M.U. WALL CONNECTION rD')I, TYPICAL EXTERIOR FRAME WALL FOOTING 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 ° ° d GRADE a °° -1 11=I I I-1 I I=1 I I—� =III III I I I=1 I I (1) #5 REBAR w/ OPT. 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 d ' M —Ij1-III III IIIE I .. ' .,..., III=�I � II-- — 60 —III—III _ 1IIIIII I '� , a I=III SEE A/S3 OR J/S6 -I I �i l I I Ii ,III, IIII IIII- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT Q INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE 1. (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a . oo M 6 MIL VAPOR I; —I 11=1 I I— BARRIER 11 11 i — I I '=1 11=1I— �IIIIIIIII'IIIIIIIIIIIII, Ili 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. REINFORCING•1 O• 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-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 f _ WWF OR FIBERMESH �, E ° p II —III —III —III- o I I III—T—I I I—' (2) #5 CONT. III, ON 3" CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN M a TOP OF BEAM — — - SEE ROOF PLAN c - _ — _ _° `'. ° a ' —IIIII III, -I I1 r �• (2) HTS20 FOR STRUCTURAL41 I III III -III, ;IIII III . �' BEAM SIZE & a II I CONNECTION INFO m - I I a � IIh so --__ PLA 2x4 #2 SYP P.T. FRAMING w/ -III , ,III I I (-III .. ins MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 4" 1'-4+' 8" o.s.e. z ATTACHED PER NAILING FOR REINF. INFO. _ w o SCHEDULE OPTION #1 E Q SEE TYP. WALL SECTION FOR ADDITIONAL COLUMNLOCATIONQ � w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M rn SCALE:3/4"=V-0" S3 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" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL :o. O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS W/DRYWALL SCREWS 8"O.C. �o TO FOUNDATION PAD � d. INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `Z' ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z GRAD a ° E, FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c7 w —III=III o °• I=1 I I=1 1=III=1' WWF OR FIBERMESH �, a W w �I_I I=1 II —III—III—III—I 1 v I I1=III=III— BRICK PAVERS or SLAB PER o o _ —III =1 I=1 • °• — z — — ' COMMUNITY � , — I I —I =11 I=1 I I=11 I=III I I - III=11 I— — w - SCALE: 3/4"=11-011 =1 I I III=III=III=1 I I=1 I I I 11=III=1 1 FOOTING � I i, ; IIII=III=III=III, „I I ...III-1 I I—' BEYOND PAD REINFORCEMENT -III—III—I I (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 CT 22 virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edltlan by Debra Anne Klahr PX2300 CV N O CV LO ti LO LO Lu LL: 01 o w n, � E .gyp c ) N +• M 7 V � t o � o U o _ O o aQ .`n W u uJ a� N �M L O rz- C)� W W W w wwQ 11 � WQ�z� z E��<0� <1iU0O-j0_ Q U jOXQz�IiOz20��Q~ D H F- Cy csw°W°zow°-omZ�ZC U 11Owa>zYw0ZzU-0W00_a Z <1-- � 5-2Wo�VOQ o°°� o D oQQ�a 0 LLQ ILL O O N 0_w U) _ O C:)rM O� Q V Ln J Q � w F- g a M Q0-Q o z I— z W �� 110 J d' N N O N O I N O 0 00, co 0 W O O o 0 0 N 0 N 0 N 0 N 0 N 0 N C)N d) N O) O r O Op N C; NC)O ,„C)�, d- ' � O C)O O O � O r N 0 c O N� 0 0 0 0 0 0 CO w z z Q 0 W (n Oai2 zW�� Q �moZ f (D V z 0 tz ~ J z3: i-�zit rI �ZZU- N Ova>-W LZZ Q z J U a 00 W � z Q z z w W ,IT CD 04 @ LAST PLOT DATE >O Jul. 15, 22 Z 0 STRUCTURAL I DETAILS —MONO - - - - 1 1 1__ _