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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 A iTACHED 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.) PL. UNDER EA. TRUSS P') VARIES MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN lx2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL) lx2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. lx4 P.T. BASE NAILER 31/4" BASEBOARD MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER MUNICIPALITY. CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR "FIBERMESH" c CM 1LL LL1 D 6 MIL VAPOR M p BARRIER ; D r 4 COMP. SOIL. u 'COMPACTED TO 95% jzq, MODIFIED PROCTOR : —I— ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4" (1 STORY) U.N.O. 4" V-8" (2 STORY) TYPICAL WALL SECTION SCALE: 3/4" = V-0" ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) c� U- cr w a 0 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL AT GARAGE, CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE a0 _ °Q — z I� — N I— r 1jTJ NOTE: EXTEND DECO FINISH 4" to 6" BELOW GRADE STD. 90 HOOK (SEE DETAIL) A S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE PAVERS B 14 O.H.D. RECESS 4 z 11 SIN � 4„ 11 °P :. r SEE A/S3 OR J/S6 Ill Mll , 1 II 111 I IT FOR REINF, INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY wl 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.) Dlk ��.MEM III— D II III III I D d 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4' (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 T WWF OR FIBERMESH - IT. D' fl I ICI I I —I 11—III—I O I 8„91 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK N Cl) E LEV. 0'-0" AtN e A.F.F. . a a' a .q ; e ° p' 4- Q ELEV. 4-3 1/2" A.F.F. O e .• ° 2x4 CONT. ° ° ; ° U- e° a e° d .° c • e a CD ° I .I°•. °• .. a d' e ° N e GARAGE DEPTH VARIES ° A. I I GARAGE SLAB AT STEP SCALE: 3/4"=1'-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 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 SPACED EVENLY w/ (10) 10d NAILS �' 2x P.T. PLATE TYP ASSUMED FINISHED GRADE MONO OR STEMWALL P Z FOOTING MONO SHOWN I; D .41 ; °00 FOR CLARITY °' R .p " ' d 111-1ll 11I—III—III—I •ICI I{ Z I� NOTE: ° l ° p J-Ll 1LL J-L.L !-L.L 1LL I_1Tf=Tlf—TLf-1T( TTiT_TI =—I—Lf—Tf—=�1I1— *FOR BEARING WALL N r W/ UPLIFT ONLY _I I I�Tf[�1TT�Tf[�Tj1LTr� FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. �6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 "-,\ z 217 GRADE 00 .° _ ICI ICI III I -(1) #5 REBAR w/ OPT. 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 c N ' M — M I — �T1 1..-_ 4" °P r SEE A/S3 OR J/S6 J -1 U I I ICI 11 I I I i �I ] I- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) 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"° 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 c p p .D d A rrr T1 I ' 6 MIL VAPOR BARRIER D ° D 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 11 �31/2" MIN. 00 D rr rr 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 1U-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN / IMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE x6W1.4xW1.4 WWF OR FIBERMESH 3 1/2"(min.)- 4" 3 1/2"(min. - 4" -I I I I—Ill--l�—_III III 1LI1 I I_I I I I,I (21 #5 C,I, -''I I' -I- 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL (a STEP 6D SHEARWALL ------- --- "SHEAR WALL" SCALE: 3/4"=V-0" S�E� S�GUP Q�s 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" U.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 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 1U-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 1Tr P =) I=1I1= 3 1/2"(m n.) - 4" - II � ETIT -I I_I i111 Ill11-1--111=LI 111 Ll, (2) #5 CONT. I 14 m1�>��1 I' `?g - U.N.O. MIN. TYPICAL BEARING WALL @ STEP 2x STUDS @ 16" OIC 5 INSULATION PER FBC AND ENERGY �GoNU� FORM SUBMITTED WITH PERMIT 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 FIOOK DETAIL 3RD LAYER 1/8"THICK. _ K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 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 MINN. F FINISH GRADE °° 2 25" MIN. LAP PO" MIN. LAP] [GRADE 60 MIN. Fy= 60ksij - — 7�Trr�Tr�T 04 #5 REINFORCING BAR #R I AP SPI IrF: R 1 7/8" COMP. SOIL. (COMPACTED TO p 95% MODIFIED PROCTOR ASTM - MIS711 � D1557) 111mIIT 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=l'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2 1/2" FROM SLAB 0'-01, J CONT. BEAD SEALANT ' INTERIOR 2X STUDS @ 2a" O.C. U.N.O. 4" y• GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 ' c m ° WWF OR FIBERMESH i s d co 6 MIL VAPOR — BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" K S3 111 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUS$ TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR TOP OF BEAM (2) HTS20 4 2x4 P.T. PLATE O.S.B. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS SCALE: 3/4"=l'-0" 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 U) g III III Lu I I— 1LI I =1Lu D —III—III III-1 -° /— 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 7/15" 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 ��i�ii�ii��i��i� i , O �i �i �i O �i✓i �, ii .• - -. (2) #5 CONT. -I Ilm.L ON 3" CHAIRS 8" 1'4' (TYP.) CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4' (R302.111 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 C _ WWF OR FIBERMESH D 11=III—�—Tlf-- 4 TTT rR=iTr T TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3l4"=V-0' S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH i `�" a .. d . `Y' ll, .lLl,,111 E 1 d. ° �I I' Virtu'�I RevlE T. I I I' laps Review coml lll for compliance with tl j jj —I by Debra Annl SEE A/S3/J/S6 ' "�"'_I�"'� "g FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rM :3/4"=1'-0" SCALES3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD E CONT, FOOTING STEEL MAT REINFORCING. M 00GRADE— ° d 4. d.a�=II 1—I I I—IJ25 I, Lu ui zLuo°�_Zo ILL 1 --II FOOTING v II—III—III—I_TI—I I1=� T]—fr -�>��II 11 III111— BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. 13 cM O 04 LID (05 U. 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