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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/ (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 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) #5 VERT. IN FILL CELLS 1/2" GYPSUM WALLBOARD (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER co 31/4" BASEBOARD ILL x MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER Ln MUNICIPALITY. N 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 4r D ao 6 MIL VAPOR"� BARRIER —_ <V COMP. SOIL. I ° '- (COMPACTED TO 95% I — NOTE: EXTEND DECO FINISH MODIFIED PROCTOR I I I I 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. 4^ V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION K�A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS rO.H.D. RECESS z SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1',4" (1 STORY) / 1'-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.) _ a . I I' I I I I Y•'•'I I I I °° 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 WWF OR FIBERMESH ° D. II O TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT r SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK N __j I OIL • < A.F.F. °• C7 G -U'-31/2" d ELEV.Z .q A . .4 d. .. Y' A.F.F. O do" n 4 2x4CONT. o. e.. Q U- as a eo d .. . .d - 1 .la,. �, .. QV C).. d. G n e d CV a_ a GARAGE DEPTH VARIES a A. • < • e 4 a... 4. . GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 161, 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"x31/4" TAPCONS 'SIMPSON SP1 w/ (10) 10d NAILS SPACED EVENLY �,P `� 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN ; R ,� ° d - 00 FOR CLARITY ° I> ° -At. ° 1 -TiT *04 FOR BEARING WALL W/ UPLIFT ONLY — — _' FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0° S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" a GRADE .a FIA 1 III III II =(1) #5 REBAR w/ OPT. I� I I �I I I CREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" %O.H.D. RECESS E Y 11 u-� ■■ 11 ■■� .I ■■ ■ �, II Ilff� SEE A/S3 OR J/S6 J -11I I I I— I 1 1 i FILL, FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC 1RY) 1'-8" (2 STC 1RY) 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"0 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 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""0/16" 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. 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 -•� 1 I111 1 11 r1 11�/1 1 II II II •' 11 1 �,�11111111 !1 II1111 u II n • • �T ■ :�1: "SHEAR WALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTEC WITH PERMIT SCALE: 3/4"=V-0" ,v 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 r 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 I WWF OR FIBERMESH i;o 3 1/2"(min.) -4" 7. 1T:— I1 I' 7 I ICI (2) #5 CONT. 4" 4' 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP APPLICATION r NOTE: SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 10d NAILS SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD K.O. BLOCK 2x P.T. PLATE 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR #5 REINFORCING J BOLTS 6" MAX FROM WEEP SCREED INSTALLED BAR o END OF 2" x PLATE PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W D _ D . D GRADE 40 MIN. Fy= 40ksi a a cal Z #3 & #4 LAP SPLICE GRADE 60 MIN. F - 60ksi o- Cl) — Al -0 D FINISH GRADE oo 25" MIN. LAP [30" MIN. LAP] [ Y I a- I D — - T' 6 MIL VAPOR BARRIER 11 1 II ; 1= _ _ R 1 7/8 `n WI I mI I— _ #5 REINFORCING BAR " IW I I —I I �_ r #5 LAP SPLICE I I �=1 I WI I rT�l COMP. SOIL. (COMPACTED TO I I II I ° 36" MIN. LAP [36" MIN. LAP] 95% MODIFIED PROCTOR ASTM I 1= —T= I=11— I 10" D1557) 'ICI �I��I��r �I— 1�11� 4" 1'-4 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3l4"=1'-0" SCALE: N.T.S. SLAB INFORMATION. SCALE: 3/4"= V-0" P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB Ol CONT. BEAD SEALA- •: INTERIOR d `. d 4' 1111-1 • • :ONCRETE NAILS W 1 1/2 :MBEDMENT @ 12" O.C. iTAGGERED, FROM BOTTOM 'LATE TO CONCRETE MIN. SHEAR 180# MIN. -ENSION 120#) CONCRETE SLAB m 00— N ITI— r -I 1= M 6 MIL VAPOR = t� BARRIER —I S3 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. INFO SEE PLAN FOR J4CONNECTION & 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 co SCHEDULE cr j w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o w 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 FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 cal SIZE AND REINFORCEMENT) WWF OR FIBERMESH ; BRICK PAVERS or SLAB PER t. - 0'-0" FIN. FLR.A COMMUNITY SPECS I I i i— — — — — = 411 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0" S3 �0�4��i��i��r 1 , •, �i�'i�ii��i ii �i p ri ri (2) #5 CONT. =I I ELI] ON 3" CHAIRS (TYP.) 8" 1,4• 1/2"(min.)- 4" CC S3 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 WWF OR FIBERMESH C, E ° D. _ 811 TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR S.G.D.(U.N.O.) 6x6W1.4xW1.4 WWF OR FIBERMESH SEE A/S3/J/S6 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- Z N �Y 1 EXTEND FILL CELLS cE TO FOUNDATION PAD :� MAT REINFORCING. ' I M 00 _ — d d' a 3 = - I IA. e• II�II II w i n- I I z o `� _ -III=1 •Ix �• - (n FOOTING II I I— BEYOND PAD REINFORCEMENT �'-1 (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N OCT� ALE: N.T.S. S3 Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N C1 -?` LO N J DOGO ` 1 w _ -i w 0 z /N > o o W ` -C 0 ^ U cM� d '�� -� in O M M M C: E 2 _: _0 0) 0 � 8 a Q .N u w p ° V a� C Q� L o E�? rn rz, WW U o_ vo WuIII ¢i W ¢qY0¢2�o�LLcoQ zWw o Q v 00>1 [tWgzoW00(nz ¢ 2 U' O (A O O Z ��a�zCn wozz'Low0 <¢Ow (,-wz� �Ow Ja oa IL �F F �W OQ o =O o¢¢ ¢ U. f LL i O O Z W 0� > U) ') cM 0 c J LO LO M Of a Z V Z W wo J O mi CD d' Ia I ! ! C) o 0 0 CN 0 0 •- 0 0 N o�cr)N C) 40 o a I I 0 o r o 1! z O N,^o r C)N (� o C)I 4 1 I y♦ ' 00 Cr zZ v, U) ¢ z O w Zw 000_ 0) 0 0 pz5; 0 Z aofa Sri = m=w I- L n � I— N W zoT_ WHO . . Q 0 >_ T_ Z :5 W dZ 0� . 52 H2 _leQ 0CU 0a W x z z z z w W J o 0 LAST PLOT DATE Z 0 STRUCTURAL DETAILS - MONO