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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 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. J.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 @ 7O.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 3 1/4" BASEBOARD U_ MIN. 2500 PSI CONC. SLAB W a MIN PSI MAY VARY PER o 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 L � ° 00 � DI 00 6 MIL VAPOR IIIII D ,� III —I I = BARRIER I I , t °• III COMP. SOIL. I I . (COMPACTED TO 95% 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 NOOK U.N.O. 4" T-8" (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 ,z_ J-. SEE A/S3 OR J/S6 -'-ILI I 111I-1 I�i , 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 rjT� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 1Ed TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) 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 ENC OF 2 x PLATE E 6x6W1.4xW1.4 CV r WWF OR FIBERMESH 1 8„ 1 -.1w - --- - -L 3- TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG 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" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N 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 2x P.T. PLATE TYP ASSUMED FINISHED = GRADE MONO OR STEMWALL e z � FOOTING MONO SHOWN00 FOR CLARITY z NOTE: D e Doo D I� 11=III=1 I I=1 I I� I I=1 I III I=1II=I II=I II�T_I�; *FOR BEARING WALL g N r W/ UPLIFT ONLY iii—ll 1iIIIIIIIIIIII�I�IIIIIIIIITi'�'— FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. S� 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" GRADE O0 I _ 1_IHi i I F.Ei I I=1 I � . a III I I —I I H I I —I I �111� 11=1 I I I I I� I (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 Cl) rl,I sm I. C Rfi SEE A/S3 OR J/S6 --� -1 j I I I I1 i �i 1 I PI FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri 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 3/8" MORTAR BETWEEN SLAB & BLOCK CI C%I n' 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"°0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 21' �31/2" MIN. D b °. C* D e 31/2"(min.)- 4" I I=I I ° • —III III —I II I - III —II —III- -1 I I ill I I M 11=1 11=II I I I I —I I 1'' (2) #5 CONT.l -11 , ,111111111—„III=„11 ;,111='' 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL 0 STEP (@ SHEARWALL "SHEAR WALL" 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 16x6W1.4xW1.4 WWF OR FIBERMESH SCALE: 3/4"=V-0" 2x STUDS @ 16" 0/C � INSULATION PER FBC AND ENERGY �GoN�o 5 FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER KAFTAI I ATI-I FIDQT 91 AVFRC 4/R" TI-IIrV FArW '8"OR 1/2" HIGH STRENGAw/1 �g BLOCKING @ 12" TRUSS BOTTOM p O WD OR 12 TOE NAILS 1.N.0.) (OR %" GYP. TYPE EACH END (WHEN PARALLEL) ARAGE W/A HABITABLE ROVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. .P.F. DOUBLE DP PLATE IMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 12)10d NAILS U.N.O. /8"° x 10" "J" BOLT @ 24" 2x BLOCKING HORIZONTALLY@ INTERVALS "°x3/16" PLATE WASHER NOT EXCEEDING 10'-0" (R302.11) kLT: 1/2"x12" TITEN HD @ ►.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN b 24" O.C.) 31MILAR AT FOUNDATIONSIMPSON SP1 w/ (10)10d NAILS = NOTED, THIS REFERS T ;TEP, SIZE OF FOUNDATI EINFORCEMENT AND WI2x P.T. BOTTOM PLATE JCLUDE THE WALL6 x 6 W1.4 x W1.4 ITTACHMENTSWWF OR FIBERMESH 3 1/2" MIN. — — — — D b �11=��31/2"(min.)- 4" �(3 1'/t2'(min.)I- ~I I Ell �I I� 1 11 1 �I (2) #5 CONT. 4„I 1 11 11 I 111 �1 .. v U.N.O. 1 MIN. TYPICAL BEARING WALL @ STEP rCC SCALE:3/4"=V-0" S3 5/8"" x 1 U" "J" BUL I (CO 24" O/L: w/ 2""X J/1 b" "" ' " " ` " "' ' " " ' ` " " " " "" " " " " " CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED I BAR � PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ° z_ #3 & #4 LAP SPLICE D . D GRADE 40 MIN. Fy= 40ksi e ° FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] Cl) — o D. 25" MIN. LAP [30" MIN. LAP] Ll 6 MIL VAPOR BARRIER - I 1 I I t> p °I— I !- 1= I I ° 11- I� I I� I I=, #5 REINFORCING BAR R 1 7/8' -1I I I I I • I I I I I I� II I I� N 0.51 AP RPI IrF COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557)I, I I 1 1 4" 1'4' TYPICAL EXTERIOR FRAME WALL FOOTING 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" —CONT. BEAD SEALAIS— a INTERIOR ,ONCRETE NAILS W 1 1/2 :MBEDMENT @ 12" O.C. iTAGGERED, FROM BOTTOM 'LATE TO CONCRETE MIN. SHEAR 180# MIN. -ENSION 120#) CONCRETE SLAB GO 6 C Cl) 6 MIL VAPOR - ('- BARRIERII i r 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 112" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 1 `WWF OR FIBERMESH `-� A I K 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 W END OF 2" x PLATE W D U -1IOI I ep . l 10" l #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. SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN 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 oc > a w SEE PLAN FOR STRUCTURAL W COLUMN SIZE AND BASE o w 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 V-0" FIN. FLR./I&, COMMUNITY SPECS 1 (2) #5 CONT. ' =I I E=1 I I ON 3" CHAIRS (TYP.) 8" 1'4' 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 I Cl) E 8" 0 II I�II�II�' TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR vAFiItS 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH a OO d Q d r N I I-111-111� I I M41 E MI_I a � II�II 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 _. EXTEND FILL CELLS +_ TO FOUNDATION PAD _E CONT. FOOTING STEEL MAT REINFORCING. r ' co GRAD A. Z LU a W Q I I I �I a d• I �I�I �I � 0oo`l)= �� • .a..l �I�II�II z Cl) FOOTING LLLWWI.ii -11 III I II�II�' 0 F=' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S.\/RA 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 f+ CN 0N co 00 r LO�. 0 co ® * _ to r ° I 05 Q W z a U) N LO F, 0 04 _W L U N ch 00 M N V 70 �_ M D 0p r CY) U o 6 ILO C Q .N W ON V 7W L cO E2 V, �y W W �LLI uj t1.I~a Wg_j W0H IYMYZ� z LL. U a::)—_j :��LL000--,0 c� Qz o 0 t1' to Z ��a>zW1pWZZLLpQ�Ofa aowoW<�_gwp�c)O¢ �O 0W o Z) oQzq�a a O Z N 011�— = j_u)o U)M1� aJ Lq � � W U? F— Q" C" 00 Z V Wz� W O J O N N 0 N N 1 0 0 00 W M N O O 0 0 ON 0 0 N 0 N 0 N 0 C4 CV N M d) 04 oo 6 oo A � o W O E 4 o o 0 d) 0 o V o T-- o co 0 ' 0 N NLo > Ncr)'TV)(oF-- Cr Z Z O _ Wv_J lo O V0�a �O--a LOV) ZW Ir FF--a Q W �- ~000a =F- =Z j J [V z > 0 <WO IM �ZZILL N �a}W O Q U)Z Z Q o LL ■ . Z ~ U OU _o W of a Z Z z J W N " O O LAST PLOT DATE Aug. 8, 22 Z O STRUCTURAL J DETAILS -MONO