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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 11 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) 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 ON FLOOR 8" C.M.U. TYPICAL A PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER zz 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 31/4" BASEBOARD MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER - MUNICIPALITY. M 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 v ° D - Z 00 2 D 0? 6 MIL VAPOR D BARRIER _ ; • r 4 �•� I iv COMP. SOIL. e (COMPACTED TO 95% NOTE: EXTEND DECO FINISH MODIFIED PROCTORJ. 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1' 4" (1 STORY) STD. 90 NOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" 53 OPT: DEPRESS SLAB 5Y" 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—'-I I I IMI i I li i FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (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. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE --\ (2) #5 CONT. ON 3" CHAIRS (TYP.) 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 & c @ 6" MAX FROM END OF 2 x PLATE .6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ° D. C IT ILA r 8„ 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 r- r'I ELEV. 0'-0" _J !L e A.F.F. 0 Q. ° < e e. . .° a .. ELEV.-0'-3112" ° 4 ...d-.. ° a °a °' ° 0 °° 4 2x4 CONT. �°• ° ,.... ° '.°° A.F.F. 0 . e° a e 4 d x ° e Q° O °' °... ° G N a GARAGE DEPTH VARIES e GARAGE SLAB AT STEP K"13 3 SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL 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 ' ' GRADE MONO OR STEMWALL z FOOTING MONO SHOWN o 00 FOR CLARITY ° R D' .frfj j=jII 1TI}—�1T(7=T1Tf�=T� L1 I I I —II I —III- z o. o P -1Tf 1Tf �IT—lTf Ti�f�l 2 NOTE: g' ° D I I-1 I —I W�=1TI=Ti= N "'FOR BEARING WALL I —III —III —III M= � T W/ UPLIFT ONLYIW� ITI I I II I I CI I f��ff�Tf TIC II I( I I I II I III I 11 l— Z� =7T- I�=iTf=jj�(�-1T I I-1TfTI-1T7 TTT 'Tf i i f''-'iTr FRAME WALL TO C.M.U. WALL CONNECTION_ rD SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH 4" ° ° e 00 S3 1/2" OR 7/16" OSS 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 E D. D r fh TTL� 6 MIL VAPOR BARRIER I N - 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"xl2" TITEN HD @ 24" O.C. OR 5/8"00' WEDGE ANCHOR �3 1/2" MIN. b n' 00 6 a A 0 1z D P ' 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" II1 1II=II —II II1=�1- 111= I'' I I. III=11.J.1 ll1=--1T1—ll III —III 1 (2) #5 CONT. 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL (cD STEP (cD SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT (8"OR 1/2" HIGH STRENGTH — 1.N.0.) (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.) - 4LT: 1/2"x12" TITEN HD @ 24" ).C. OR 5/8"x10' WEDGE ANCHOR b 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. —� 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 00 i F---rr1-iR'=m— D =1 1-111= 31/2"(min.) - 4"=111= I I_ =1 I I I I I-1 I —I I —I I I- . =1 [—::-:I i1 I 11-LI=1 I I -•I 11=1 I I III —III '' (2) #5 CONT. 4„ I_„III=,111�1_„I I I,;,I U.N.O. MIN. APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. 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 FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] 00 1 #5 REINFORCING BAR R 1 7/8 --� 1�Tri'�'TTT'�T ifR I AP SPI IrF= COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM— D1557) 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. v GRADE ° _ III I11 III _ -(1) #5 REBAR w/ OPT. I I I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" %O.H.D. RECESS v Y M x • .r — '4„ I r SEE A/S3 OR J/S6 T I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 0� CONCRETE NAILS W 1 1/2"' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) tSHKKItK 1/2" GYP. BD. HOLD GYP. BD. 1 MD Cpn\I QI AD rnl.lro�rr INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —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 i CONT. BEAD SEALANT E 6x6W1.4xW1.4 c� ' WWF OR FIBERMESH ) C, REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR TOP OF BEAM (2) HTS20 d 2x4 P.T. PLATE in6" O.S.B. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0'-0" FIN. FLR z (n O w jr > > w J W o W W •n v in TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE D re ° ' 1=111 I I I Y-01 o (2) #5 CONT. =1 I 1=1 I I ON 3" CHAIRS (TYP.) 8„ 1 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (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 x WWF OR FIBERMESH 01 I —=II�I—I=II—' r E� TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 .,) VARIES 1 112" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH ° —� Cl) <00 ° I I-1 11-1 11-1 ICI I m "' N 1 d 1111 II —III- SEE A/S3/J/S6 --41 II , ,I 1=1�� I , ,� 18„ 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 CONT. FOOTING STEEL MAT REINFORCING. T ' 00 z GRADFd M 0 I I ° °• I-1 I I-1 I �I I �I' z W C)1=1 I I —I I 11=1 I I —I 11=1 f� W o w uwi ��1j=j1�1II� z o I� =III= 4 :. a °•d ih K ' L �I — �=I I = I — —� FOOTING w 11 I I I TI I=1 I I-11 �I I III-1 I I —I 11- U PAD REINFORCEMENT ' -III—III—I—' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 OCT\/RA Z 6 ZOZ2 Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition, by Debra Anne Klahr PX2300 s: pp {S L gyam^++,, N t T 00 ao • ' o CD 00 Ls 5 in r- A a W f - O W W 0 z a L W .- `0 o U N V �_ w •N W O� ykQ aV i o EN c a 0 L1j ow vi WOE- W~ Q o�-, of� Y Zr z (� LLI Q Q U �OX��O�<��LLU00'� JO Q� zU_iL_Z�_j0 -¢� U � 1= O Z at��9oZoWoomZz ��aa��zYOZ_z�pW0a U) 0 ¢�wO2�0) gw6 Yz OQ 0~Qw Q�Q i O CNI Z W O� (n O aJ � � LL W � F- C'M a�Q°° Z C) I— Z W WO J � J N N O N ti N 0 00 O O N O N O CV O N O N O N O Ni /�/1 07 N 00 OO u7 00 O M - N M w O0 d 0 O 0 p e- p e- O cD O N1^ L, a) > p o N 0 M 0 'I 0 LO 0 CO 0 t- CO�/'� VJ Z z O WWCn _ O vo�Q �—O�a OwF-a LO -0(n Z� H Q H � Z /�000LU V O J Z M w 5. } 2 2 Z W M 0- Z Z ur 00 LU N O g g z >_ CD < UDzz z Sao Z U a OU o m W z J Uj O " LAST PLOT DATE >O Aug. 8, 22 Z O STRUCTURAL — J DETAILS —MONO