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(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE N 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/ (WFTI 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 'IS" 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 U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 3114" BASEBOARD u- cr MIN. 2500 PSI CONC. SLAB a MIN PSI MAY VARY PER - 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 00 M � D 6 MIL VAPOR D BARRIER D. III ,11 COMP. SOIL. III (COMPACTED TO 95% 111 I I I I I I I NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 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 A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS 'T z -II�III T SEE A/S3 OR J/S6-`_Ia71-IIlr1r=,li ,,, I Ir FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (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.) D km 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 WWF OR FIBERMESH D II II-11 1117 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 3/8" MORTAR BETWEEN SLAB & BLOCK 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR 5/" 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"xl2" TITEN HD @ 24" O.C. OR 5/8"00' WEDGE ANCHOR @ 24" O.C.) 211. �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 EXCEEDING 10'-0" (R302.11) ,--•INSULATION PER CHART ON FLOOR PLAN C IMPSON SP1 w/ (10) 10d NAILS � -A P.T. BOTTOM PLATE /x6W1.4xW1.4 WWF OR FIBERMESH a . ° 1/2"(min.)-4" -1 = l 1-9 1 13 1/2"(min. - 4" 111=1 I I I I V, I I I I I =III 1I— T = _ (2)#5c0NT.11 4" " 8" U.N.O. MIN. TYPICAL BEARING WALL STEP 0 SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" yy 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING �\SID NAILED W/ 8d COMMON NAILS @ 4" O/C Q65- 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 0M 5/8"OR 1/2" HIGH STRENGTH —X `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH �3 1/2" MIN. ° . I I� �1/2"(min.)-4" 31/2"(min-) - 4" — — —- (2) #5 CONT. 4 '-4- rrr 8'. U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcC SCALE:3/4"=1'-0" S3 LOAD BEARING OR INSULATION PER FBC AND ENERGY \ N ovs EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR 0; LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR 5/8"x6" "J" BOLTS BOLT 5/8 ��° x 10 �� J 11 BOLT @ 24 " O/C W/ 2X 3/16 ��° �� METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL BOLT INFO. @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK . K.O. BLOCK (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE [24" MIN. LAP] 20" MIN. LAP #5 REINFORCING w/ (10) 10d NAILS - .n,P 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ---_` ASSUMED FINISHED c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR i s GRADE D . D N z GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE MONO OR STEMWALL n M p D . - - - FINISH GRADE 50 [GRADE 60 MIN. Fy= 60ksq 25" MIN. LAP [30" MIN. LAP] Z FOOTING MONO SHOWN FOR CLARITY D e' Ia °O 6 MIL VAPOR BARRIEIRI 111 II I I I I> e ° —� 1=L _ r R 1 7/8" _ _- - ? i I I I=1 1 II D : I I I —I I I—, N z 11=III=III=III fill r 2 #5 REINFORCING BAR #5 LAP SPLICE o° NOTE: Dg I —III I I� I I� I I1�1 COMP. (COMPACTEDSOIL.TO BEARING WALL =III_I _ W/ UPLIFT ONLY - = MODIFIED PROCTOR ASTM D 1557) I I i , , 111, , I I 1 I I MITI -III-1 I I —I 1=1 I —III —I 11=1 11=1 I I=1 I I=III=III=1 I I I 1F 4" 1'-4" FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=V-0" SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL S• SEE TYP WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" 4 " 'v GRADE aT 1Tf l7T TfT (1) #5 REBAR w/ OPT MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS _E Cl)e' • 'LI . 00 SEE A/S3 0R J/S6--� FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SLAB INFORMATION. P.T. 2x 2" 0� � 4. . 4. ;ONCRETE NAILS W 1 1/2 !MBEDMENT @ 12" O.C. ;TAGGERED, FROM BOTTOM 'LATE TO CONCRETE AIN, SHEAR 180# MIN. 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALP& INTERIOR -4" �. 'ENSION 120#) CONCRETE SLAB N I =1 11= 11= M 6 MIL VAPOR BARRIER 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 CONT. BEAD SEALANT Nr 6x6W1.4xW1.4 r WWF OR FIBERMESH 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W D U -I I �I I III d D . g— I— n ''-III-1 I I I - ` • -° 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.G. 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 > w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o Uj CONNECTION INFO. 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 M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-ik COMMUNITY SPECS . • • , • • .ILI, 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 D. I I TAM, , , I_, _o I I 1Tt=1 11= I�—' _ (2) #5 CONT. • =1 I LI 1I I IEEI I � , , I i ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" 13 VAKItb 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH 4 0? co fz� —I 77 SEE A/S3/J/S6 "�"' �"'"� "ll 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" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 GR 4- 4 .4. a W w0 LU co ea I I�—I II II 11= z =1 —_I I — —I = OOTING v BEYOND PAD REINFORCEMENT =1 I �I I 1=1 I (3" MIN. CLEARANCE SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 Ci 0 � �Q22 Virtual Review Assist. Inc. Plans Review completed and appr0 ed for compliance with the 2020 FBC 7th Edition by Oebra Anne Klahr PX2300 N N 0 N 5 p co LA r ¢ `c O w o[ 0 z ^cn { > L0 o W L ►_ .pcy) r? U M N 70 } o 2 S 0 a) 0 E: a .N f' Q� w s1a c V a �. o E m < LLi vi W o I- W� W J W o o� C)¢)W QV Q aoJ0Vg0,o oWzWoIm z - aU_j U) OZ COCaLW55 WW x¢ 00 �X¢EWZO��a �- O oW FFLU q¢ 0W ooZ ¢LL i! O Z W 0 � (n O I� C/) M O J Li) � LL z W Lo M 00 Z V WZ� W J O J M I I I I I I I I O o N N N N N N o N 0 N 00 N N N ti CD _M M 0 0 a 0 a .- N o I I I I ' z O N LO W p � o N 0 M 0 i LO 1111 zZ W ¢ w O z ♦-+ 0 W U C3oo U Urn LOO Or° Z a it Q- 1� H W�< wwl— N 0Y z6M i- aF-_j wW Q z gCN w,L az 31 Q U)z H� OU 0 a F W z z w W J M N 0 LAST PLOT DATE z0 STRUCTURAL = DETAILS - MONO