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III !I 11 (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 (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. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" 2x SUB FASCIA BOARD PER CODE (OR 5/8" .N.O. GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. 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 TYPE 'IS" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD*:L (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN U.N.O. 4 FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 31/4" BASEBOARD LL MIN. 2500 PSI CONC. SLAB a. a MIN PSI MAY VARY PER - 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 M00 _ D co 6 MIL VAPOR I I D I =1 I== z BARRIER I I11I a I I I111 I ® • • III= cV COMP. SOIL. III ° r (COMPACTED TO 95% —I I I I =III=11 11= 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. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" 1'4' (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS % z TCi j '—'' I=1 I 1=1 11=1 I I -- `�-J `� • 111=1 11= �' "' ' -III—III—I I ., d: �.. -. � : • - —I I I —I I I ,. 4 11 °° 1IIEIII III=1 I-1 I r I III III= SEE A/S3 OR J/S6 li l l l 1, ,lll � 1, � �l l l- FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS 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 =1 11=1 11=1 I I —I I-III—III=III I ' 1=1 I I —III —III —I o� 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 r WWF OR FIBERMESH Cl) I —I I I —I I I —I I I- 9 8„ TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 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 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK N ELEV. 0'-0" A.F.F. d G. 'rt a. d.... ° p. . a ° a . ELEV. -0'-3 1/2" H d ° d d_ G d A.F.F. o 2x4 CONT. LL 44 ..d. Q: Qa d N ' ` d GARAGE DEPTH VARIES A. d a .d 'A. GARAGE SLAB AT STEP rB_'� SCALE: 3/4"=V-0" T. 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" 31/2" MIN D n D °D. `3 1/2"(min. - 4" 111=1 I 1 MI V,° • —III III —I I I- =1 11=1 I —1 11= —III III _ 11=III=III=III III=III I''- = (2) #5 CONT. 11 I I II I I_„I I ;,111='' 4" U.N.O. MIN. TYPICAL BEARING WALL (aD STEP (cry SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING c0sG NAILED W/ 8d COMMON NAILS @ 4" O/C ens' 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 �M INSULATION PER FBC AND ENERGY \ GoN ors 8" C M U FORM SUBMITTED WITH PERMIT 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 —, III, III III-1'31/2"(min.)-4' 0 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR 8" 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 �3 1/2" MIN IL `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) z----INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1 III—III=1I11_'� 1/2"(min.)-4" = I —III —III - "(min.) - 4" =1 I I=1 I I I =III III �� 11 —III—I �I I (2) #5 CONT. U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=T-0" S3 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION /� NOTE: 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL ADDITIONAL INFORMATION N 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. SIMPSON SP1 w/ (10) 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 10d NAILS @ 24" O.C. VERT. OR PLATE WASHER TYPICAL K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE (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 N SPACED EVENLY FIBERMESH BOLTS 6" AX FROM WEEP SCREED INSTALLED BAR o END OF 2'M PLA r= 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W D E ° ___ GRADE - ° ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° �' ° [GRADE 60 MIN. Fy= 60ksi] —III—III—III m ° D FINISH GRADE 25" MIN. LAP [30" MIN. LAP] a D z " ' g I —III —III —III ° I=1 I=1 —I I - W 1=III=III III D• A D.. _ °O 6 MIL VAPOR BARRIER -1 I ( I I 1 I> D ° 11=III=III -11 aO ' I-1 I 11 ° I I I —I I FE I I I —III— r #5 REINFORCING BAR R 1 7/8 . 1=III=III=III=III=III=_I _ _ _ _ III —III —III —III —III —III z ' III II —III — III —III —III- N z I —III —III —III —I 11=1 I I —I I _ _= "—"'—' #5 LAP SPLICE _ II II • III=III — — III—III—III—III=1I1=III- N III11 I1=1I1=1I1= ' I=1 11=III=III=III=III= � T COMP. SOIL. (COMPACTED TO _ _ _ III I — _ _—�' 95% MODIFIED PROCTOR ASTM �—ELI II—I I III=III=III-III D1557)„III„I I I—III=III=III—I 11=1 I I —III —I 11—� 4" 1'-4" FRAME WALL TO C.M.U. WALL CONNECTION D 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 - - d' GRADE 50 ° - 1I =1 I_I=1 11=1 11=1 11=1 11=1 I I� I I ----- -1 11= 1=III—II— �� I I I I I I I=I (1) #5 REBAR w/ OPT. —III—III—I I1= I1= I I=1 I I= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV �I —JCl) I JII EII1=1.:..•..:.' a III II I� —I�IIII111 I..9: ;. d•; li 00 I=III—I I I=4" 11= _ II I IIIII I SEE A/S3 OR J/S6 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. 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 ' - - a INTERIOR 2X STUDS @ 24" O.C. U.N.O. d e o GARAGE :ONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. ,TAGGERED, FROM BOTTOM INSULATION PER CHART LATE TO CONCRETE ON FLOOR PLAN 01N. SHEAR 180# MIN. CONT. BEAD SEALANT ENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 r WWF OR FIBERMESH N I=1 1= 71 M 6 MIL VAPOR BARRIER I=III—III= I I I � I— ' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 36" MIN. LAP [36" MIN. LAP] 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 &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE rr j Q w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. v7 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 SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS r, FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER U-0" FIN. FLR./-bk COMMUNITY SPECS �' •Fir MIT MA11911 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 M . -' o 11—I--— (2) #5 CONT.--_ ON 3" CHAIRS (TYP.) 8" 1,�„ 8„ TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S 3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH ^M a — 00 ____�- 1-1I1-1I1-III, III III , `o iv ,�I d I � � II11, a a —III= „I ' I SEE A/s3/J/s6 -1 I I „III -III III III 4" 1'-4' - 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" �,13 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS = TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE c� ;III-1 I I'° a. °. I=1 11=1 11=1 I I —I Z = � I —III —I III —III —III —I I I� w 0 W U) I I �I I II I II • a• . I III=11 �111 ; _ z z U-- `� ' I �=1 =III=111=111=III I I III=III =; FOOTING w -III III —III —III —III —I I III —III —III— U 11=III-111=111—III 11...111-III—' PAD REINFORCEMENT BEYOND =1 I I=1 I I —I—' '- 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 S] N N CD N LO CD w LO {1" a Q T = e yt .Vi ✓ R 2 O T, q .¢p x,Y W 0 z Q A\ n' � E > 0 M 0 L Q � C ti tn N M V �� 2 M A� E L :E W O o �} Oro Q C) iu Q _ •N n, .0 w Qv N cO E W L rS W W W oLL! vib W-l- W f--Q Ir JF�2~OQ' Z �o�_j<0 a��00�0 Q Q U � 1- �OOQzWwgZ2�p'-QQ CYw�w0Z0ly— 1 in Z� v CY Z � o m� z y o Q�WO�� Z Z LL O W 0 0 d �W620 LL 0Df o < oQZ�Q aLL U_Q 0 O O Z N OW DO ❑ F_� � O Q U) M L0 � Cn LL ti W <UaCO Z I-' W� W J O O O N N 0 N N 0 O 06 c0 r 00 0 N 0 o r N N O 0 N 0 N : 10 N N 0 N N 0 N 0 N 0 N N CO O L6 r DO O CM r r N O M N 4 O V O, O o r 0 r o 0 ' i N ,^ L ♦ L_ >(1) o o;o N Cyi 0 41 0 l6 0 CQ 0 Il- r I Cr 00 VJ z z —z_ O OWUF~--� O Uo�a Oa=� LO 7 L Q r' �- Q =moz I— z [V z 00 �2zof N W [V 0a2w r— Q UU)zU, z ?Qo QU J OV O� m Q Z Z Z J W N Lo O LAST PLOT DATE Jul. 21, 22 Z O STRUCTURAL — .J DETAILS —MONO