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5/8"OR 1/2" HIGH STRENGTH ` '—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH __/ —TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS e „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.E. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F, (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" IMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS iv 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND Cl) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 F OR FIBERMESH WWF OR FIBERMESH °` 4 A ' 2 ATTACHMENTS ° . . ' .. ° @ 24" 0 C.) VVV11 CH " MES c� ° a a ELEV. -0'-31/2" z 31i2"MIN. 3112"MIN. ° AFF 4 2x4 CONT.Z 11 O a a ° - b „ b �i ..° a• 113 1/2 (min.)- 4 = z D —_ III=III=III= 3 1/2 (min.)- 4 a a „ — 1=1 ° •' = I —I I —I 1- oo _ _ _ = I=III it 1- GARAGE DEPTH VARIES 31/2 (min. -4 III—LII I - ill 3 1/2 (min.) 4" -I�— —1 I I —I —III1.4I'- .. il— . (2) #5 CONT. 4i1.i—� $ (2) #5 CONT. rB u.N•0• MIN.TYPICAL BEARING WALL MIN GARAGE SLAB AT STEP. STEP TYPICAL BEARING WALL STEP SHEARWALLrc"�� @CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH . ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING STRENGTH CEILING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C Pis' BOARD PER CODE (OR 5/8" 12 N.O2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C GYP. TYPE "X" @GARAGE 2x STUD @ �M W/A HABITABLE ROOM SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY �o'MSN °�S 2x BLOCKING HORIZONTALLY@ ABOVE) W/DRYWALL EXTERIOR WALL 8" C.M.U, FORM SUBMITTED WITH PERMIT °° INTERVALS NOT EXCEEDING 8"x8"X16" KNOCK -OUT APPLICATION �' NOTE: SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS 10'-0" (R302.11) CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT - 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE INSULATION PER G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. CHART ON FLOOR 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X3/16" CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 10d NAILS 8" C.M.U. TYPICAL BOLT INFO. 5/8'x6" "J" BOLTS BOLT 3RD LAYER 1/8 THICK. PLAN 24" O.C. VERT. OR PLATE WASHER TYPICAL K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " (IF NO UP LIFT ON @ 2x P.T. PLATE 1x2 P.T. HORIZONTAL TYPE "S" MORTAR 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 O.C. W/ 7" EMBEDMENT (MIN. SHEAR NAILER (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN, TENSION 2600#) 2X PT PLATE #5 REINFORCING *SIMPSON SP1 SPACED EVENLYMAX BOLTST -- FIBERMESH o END OF 2" x PLATE WWF OR FIBERMESH STD. 90'HOOK (SEE DETAIL) w/ 10 10d NAILS - BAR ¢ - ( ) 2x P.T. PLATE WEEP SCREED INSTALLEDe)d � ARCHITECTURAL TYP. PER MFR INSTRUCTIONS FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR o u a 1x2 PT WD FURRING @ 24" O.C. s - D . D - GRADE 40 MIN. Fy= 40ksi a = —__ GRADE N a _z #3 & #4 LAP SPLICE � ° D T a D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a =III-III=III m I I —III —III— I I— o (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL ". — — — A D 25" MIN. LAP [30"MIN. LAP] ¢ — D r - 1/2" GYPSUM WALLBOARD a z "' I I —III III I I I FOOTING MONO SHOWN o —' — • • (SEE FOUNDATION PLAN a _ —III=1 —I I i - W 1=III=III I I=1 D III 11-III=III=1 FOR LOCATIONS) FOR CLARITY a' — — — — — CO 6 MIL VAPOR BARRIER IIII III ° I =III=III=III= . t_ R 1 7/8" 1x4 P.T. BASE NAILER U) 31/4" BASEBOARD EL uj MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER _ MUNICIPALITY. 4"x4" INSPECTION FORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR -71 CURB DUE TO SLOPE °° III=III=I I I r-' a D CO 00 6 MIL VAPOR--" BARRIER III , 4 III COMP. SOIL. IIII I11= (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 HOOK U.N.O. 4" 1 V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rT� SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS �z a. .. 4 00 - �IIIIIIIIIII •, '.: =IIII T 111=III �.� -, ':• ' III —I I IIIIII .� I1IW' — SEE A/s3 OR J/s6 FOR REINF INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 11.8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV @ 6" MAX FROM END OF 2 x PLATE UNOERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.) WWF OR FIBERMESH (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 —III—III—III-1 m f l—III—III=III o 1-III—I I —I I I I III—I1 I —I I=' I=1 I I —I 11-1 I I —I o • � I 1=1 11=1 11=1 11-1' PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 11_I I I— 11=1 11=III=1 I1=1 I I=1 11=1 I=1 I �I I' • -T ITI=► I I 1 I I-� I I I=1 I I III —I � HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ 8 (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0" S3 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE I=111—III=III=III-1 I I=1 I I I I 1 I 1=1 11=1 11=I 11— N z #5 REINFORCING BAR — III —I i i—III—III I I —III I I —III= I I I—III—III—III=1 I I —III— Z I I I D I I-U[-1 I M 11=1 I I- ,— #5 LAP SPLICE — I. I I 1=1 11=1 11=1 I I i I 1=1 I I III 1- b° 1=1 I I —I I IIII—III—I 11=1 I g I I I I • III—III=1 I I=1 I I �I (2) #5 CONT. NOTE: g . a D III-1 I=1 I I—III=1 I 1=III= N I D ° ' _ _— I— . LAP [36" MIN. LAP] ON 3" CHAIRS —i COMP. SOIL. (COMPACTED TO I I I I III III I I I I 3s"MIN *FOR BEARING WALL I=III=III=III=III=III— —I I _ I F 4" V-4" TYP.8" 1'-4" 8" W/ UPLIFT ONLY I11-III-III-111-III=III-III-III-11=1 I I-111-III-III-III-11I-11 I D555 111-1111111IMODIFIED PROCTOR ASTM '=11=III=�=III=1I1==111�.11' io„ () _ I ) I I III—III=III=1 I I III —III— #6 REINFORCING BAR #5 STD. 90 HOOK =1 I I, III I1 11�1 1111 IIII 111 I 1=1 11=111-111==1==1 I — =—III—III—III—I i 1, ,�-1 I 1-1 11= I I'- #6 LAP SPLICE — — TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. 13 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE °°-1=— =111=III=111=� I ' _—� -111— I 1=11 ==II- I I I I ( (1) #5 REBAR w/ OPT. ' i—III—III—I 11= 11= I =1 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS E d N ' M "•'°' M71 '' 1 III= 11=I11_I -11ll 1IIIEE ��60 �II11111111 .'y. +�. �. IIIIIII' SEE A/s3ORJ/s6-III�IIIiIII_I II��III II FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS r7� SEE TYP, WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP.. BD. 1/2" FROM SLAB 0'-0" CD CONT. BEAD SEALANT °. INTERIOR °a ° a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 N Cl) 6 MIL VAPOR II —II II— _ BARRIER I— ' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 �16XJ6 VARIES FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1/2" RECESS FOR VVVV OR FIBERMESH JUI 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO N ° SEE PLAN FOR & LAYOUT DESIGN ° — — = TOP OF BEAM ° ° ' III III III; - SEE ROOF PLAN ° ° (2) HTS20 FOR STRUCTURAL ( �, III III,; IIII I a, I1111 BEAM SIZE & rI' Virtual F CONNECTION INFO •. 11- T 11 Plans Review I 2x4 #2 SYP P.T. FRAMING w/ — — — i I I for compliance w SEE A/s3/J/s6 =1 I I ,III I I _ �I 11 III „ by Debra MIN 7/16" O.S.B. SHEATHING 4" 4 I, 8 z ATTACHED PER NAILING FOR REINF. INFO. W o SCHEDULE OPTION #1 Cr ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. -N� ,Jill r BEYOND PAD REINFORCEMEN SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH �OOOOC �o•pp CONC. PAD INFO, SEE SCHEDULE TAPERED COLUMN FRAMING rC D 1�2� PATIO COILUMN FTG. DETAIL �N co