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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. U.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" 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. CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE 'IS" MORTAR 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 U) 3 1/4" BASEBOARD U_ MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER o MUNICIPALITY. 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 N °p Z M _ D OF 6 MIL VAPOR IIII —I I z BARRIER I' III ,` 4 I I I� III COMP. SOIL. (COMPACTED TO 95% -I I I I =III=III 11= MODIFIED PROCTOR III I I I I=1 I I —I I III NOTE: EXTEND DECO FINISH ASTM D1557) 4" to 6" BELOW GRADE (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 rA SCALE: 3/4" = 1'-0" Q1,11) OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETEPAVERS E SLAB 14" O.H.D. RECESS z TM .f'JQ 00 T SEE A/S3 OR J/S6 J-I � I I I I I ICI 11 111 F 1 1 1-, FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ 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—N, (2) #5 CONT. ON 3" CHAIRS (TYP.) a D -I 11==JJ 1=1 I I m D 1-I I I�-III-III � D� I' I I ... I I I I I I I I I I I I I I I I ✓° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-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 & - @ 6" MAX FROM END OF 2 x PLATE E CV 6x6W1.4xW1.4 WWF OR FIBERMESH I-III-III=�1- o II II1 I1=1II—I 1 8„ 1 -.1� : :r, ::�. I TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. 0'-0" � 7E =LL:Z 11 A.F.-. d a' Q . , ELEV. 4-3 1/2 z ...d ,•° e ° e e. ° O ° A.F.F. o 2x4 CONT.°'' °, ..'^ ILL° °' ea a e° d .° - ° ° O ° Q ° a . d: °. CV ° ° GARAGE DEPTH VARIES °' ° 4. GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 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 GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE)R SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C, W/ IMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE x10' WEDGE ANCHOR x 6 W1.4 x W1.4 O. 24 O.C.) 2 WWF OR FIBERMESH �31/2" MIN. D ° _ z =III=III-I'31/2"(min.)-4" 00 31/2"(min. -4" IIII---'IIII I- p =III III _ III -III I I I=111-III=III III -III I' ' (2)#SCONT. �I 4" V-4" 8" U.N.O. MIN, TYPICAL BEARING WALL STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" J GUN,.. 0;:5555:7-- A S�GVP ?GS 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 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.Q. 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"x12" 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 6 x 6 W1.4 x W1.4 ATTACHMENTS 2 WWF OR FIBERMESH �31/2" MIN. 111=1 11=1 1 1-' 1/2"(min.)- 4" 50 - - D °D - I-III-III- 3 1/2"(min.) - 4" =III=III _ =III III -III_ I- =11I IIII I I11=111=1I1=1II III-IIIE.I' (2) #5 CONT. I 4' 11 1111 �11141,1IIII II II.1181- I U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0" �S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �M LOAD BEARING OR INSULATION PER FBC AND ENERGY \ GoN ors EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION /� NOTE: SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 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 2x P.T. PLATE *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING x SPACE ANCHOR 10 w/ 10d NAILS ( ) - �, FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM TYP. 2x P.T. PLATE c PER MFR INSTRUCTIONS W END OF 2" x PLATE ASSUMED FINISHED #3 OR #4 REINFORCING BAR D GRADE N D ' D . z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a .. ' ° `- �- ° - FINISH GRADE °O 2 GRADE 60 MIN. F = 60ksi [ y- ] U) 0. _ _ _ -III—III—III . m MONO OR STEMWALL z Cl) — —_ —_ A D • 25" MIN. LAP [30"MIN. LAP] g _ _ I —III —III —III D FOOTING MONO SHOWN ° ° 6' —' I I- I I=1 —III - W D p cP p °O 6 MIL VAPOR BARRIER —) I I III D ° I I=I I I=1 I =1 I= °0 n FOR CLARITY ° II=1I1= -=I I 1=1 1=I 11= #5 REINFORCING BAR R 1 7/8 I=111=I1I1=1I1=_ _ D D III=III=1 I I -III -III -III- Z D : 11-111=I I I=1 11=1 I I' f #5 LAP SPLICE D NOTE: g D- gOMCOMPA CTED O_xlII=°=I I= -III-) I I==III=III=—III-II1I1 III —II I 36" MIN. LAP 136" MIN. LAP] *FOR BEARING WALL W/ UPLIFT ONLY MODIFIED PROCTOR 10" D 1557) III=_III=III=III-II ' III -'III 11 I 1 #6 REINFORCING BAR #5 STD. 90 HOOKII-II-III-I 4" 14 #6 LAP SPLICE FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" QS3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE °° I I =1 I__I=1-1=III=J=III=III=III � - - �i11�IT1� —I _ - 1 #5 REBAR w/ OPT. I II II 11-11 IIII 11= I 1=1 11= I 1=S.GREEN ENCLOSURE 4„ �l��-1 MIN. TYPICAL THICKENED SLAB EDGE r—L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 /rO.H.D. RECESS CV M -' 11-1 I lJ l l=1 I 1=1 , .•.•. ' .. � . %: I� I" -III-III -III-I I •y I -III SEE A/S3 OR J/S6 -I I IF I II I II 1I I I IIII 111= FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T. 2x 2" 0101, a 'e < 4' ;ONCRETE NAILS W 1 1/2' 'MBEDMENT @ 12" O.C. ;TAGGERED, FROM BOTTOM 'LATE TO CONCRETE 0N. SHEAR 180# MIN. 'ENSION 120#) c °° - M 6 MIL VAPOR BARRIER SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFOI SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 1/2" GYP. BD. ,HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALA& � INTERIOR 4" CONCRETE S 2x4 #2 SYP P.T. FRAMING w/ MIN 7116" O.S.B. SHEATHING z ATTACHED PER NAILING w Q SCHEDULE LU SEE PLAN FOR STRUCTURAL g LU COLUMN SIZE AND BASE o w CONNECTION INFO. CUD 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 N SIZE AND REINFORCEMENT) WWF OR FIBERMESH BRICK PAVERS or SLAB PER = _ _ °_ = U-0" FIN. FLR./ COMMUNITY SPECS 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 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#1 MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH , d D II -III -III -III- III III —III —III—' r (2) #5 CONT.—I I I, , , I I ON 3" CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 VHKItS 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH ° — III III III; N N I III-1 I I, III, II I I I II I, M 'E ° � IIIII SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm",� SCALE. 3/4 -1 -0 S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL ., EXTEND FILL CELLS c TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' eo GRADE d ° M _ _ = _ ° d' 0__ � 11 I-111 '° a. °. Z -III= I=111-1 I EI w 0 0 )= II I II II z a U = M—� U) I1=1 =IIIEI I11=III- I 11-111=111 FOOTING LU -I I I I 1=1 I I -I I I I II I I I -I I I -I I i_ I I H ;1111=1 1=III=111 1 .. ,111-III-' BEYOND PAD REINFORCEMENT -III—III—I i— (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL K'N SCALE: N.T.S. S3 MAR 2 5 2023 Virtual Review Assist. Inc. Plans Review completed and approve for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ' .a N N F LID 00 00 !� • °ti L • 0 w LU 0 z N N LO L _W L ,o o U 0 co m ,� �' .' v V 0 C' L i O O o` O o, C Q ti s UC3� .N Lu QN 7N 00 E,M. V � a -0 I LLI LU OLd � UjY wpF- WF ¢ of LU _ 0C¢IyzCC z 0 0g <0< JO <(U <LLV00LL �pxQQz�LL0 200i.-¢F F- 0 0 O Z OW WV5zOwV5=MzD jQ0- IL zW0_-zLL=<0�a <Ip_ �H� 2LWOMUM¢ Q ¢ O Q o 0 o � �� O O Z N OW H icng0 D��MO J LO � � W IUD I—IY0—c'M �0-2-r-- Z U W W JQ O CO N N O N ti CN 0 o ' i 00 to o 00 0 `o 0 N0 0 0 0 0 ® N o N : N CV CV N N CA ob . Lr) 00 A r' O �O ® 4- O T- O i 0 C) r— C) c— - 0 6 0 o Na) ''^^ L > o 0 0 0 It 0 0 0 ♦ t— N n LO CD I` Lo �/'� CO VJ Z Z O 0-�' WU�>- owv0 V 0 EE 0 a -0 0WLU2 -0Z�~< r co 0 = 1\� • V `-'0E- LU z LU w }'�zM IM Z Z LL. N OV � z O Q z Z z Z ~ U 0U 0 W Of Z LU z LU W CN N O LAST PLOT DATE Q .. Dec. 14, 22 Z O STRUCTURAL ®J DETAILS —MONO