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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.) WI (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 0 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 "S" 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 M 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB a MIN PSI MAY VARY PER MUNICIPALITY. M 4"0" 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 CV p y : Z C p 00 co _ _ D � 6 MIL VAPOR 1.I-I. • I I� BARRIER M COMP. SOIL. a _ (COMPACTED TO 95% — — NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 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" 13 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS z ./ J ,` SEE A/S3 OR J/S6 `i L l I I I ITi i I i I iT FOR REINF. INFO. 3" MIN. CLEARANCE 1'.4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V. 8" (2 STOR ) GARAGE DOOR SLAB RECESS ri. 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.) �Tr�rrr�rrr TTf � p 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 & c @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 CV WWF OR FIBERMESH . p IIIIII • 1 8„ 1 1`F .._--- L 91- I 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 iV T ELEV. 0'-0" OL A.F.F. ° d•'' a' 4' 4 . ELEV.-0'-31/2" z e a ... d• .' e ° v a. 4 °.a A.F.F. o °`d' ° a d • . d 4 2x4 CONT. °' a ; ... '.d ° LL a ! - ° d GARAGE DEPTH VARIES • .c. �a..• .a , 0 4. 4 GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR _ #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"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS TYP N r 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN ; p ° FOR CLARITY • '° _---�f�_---_Tl I=I I —III—III—I °' NOTE: ° i I I—J lll lll Ill 1J1 z °—I *FOR BEARING WALL g 11=I I —I I —I I=1 I I= N T_ W/ UPLIFT ONLY iIRT jjj—� J.J�j�j�j� J.J�III—III—III-111=Ill=11.� Ill=�lll—. (.,�,.I�.�.TI� IlI—P1—' -�i ITi=I i i 1J1 ILI—J1 Jll--1Tl--1T1 ICI I I.,�I I I� I IT IJ 7TT•,III,•�III,�III,� , ..Tff-1� FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4 ° ° p GRADE 00 0 _ — — _ —III—III I ' -(1) #5 REBAR w/ OPT• —-SGRE�I ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT _ N M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS i 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 E� p D 6 MIL VAPOR BARRIER TIT I I> ° T � -I 5/8"OR 1/2" HIGH STRENGTH J '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 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 @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" 0•C.) 21 WWF OR FIBERMESH 31/2" MIN. I ° 111 IIIIT77�-T7'r�� i'3 1 /2"(min.)- 4 c0 , r �-lu° • —III—I I Ir 31/2"(min. -4" �[ I[, _ �I=ILI—I�W. (2) #5 CONT. 4„ T'�Trt11411 rr m 8" U.N.O. MIN. TYPICAL BEARING WALL as STEP (aD SHEARWALL "SHEAR WALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT SCALE: 3/4"=V-0" 5/8"OR 112" 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 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.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 C3 1/2" MIN. 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 HOOK 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 MIN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi] FINISH GRADE 25" MIN. LAP [30" MIN. LAP] = 1= — °P 1 iv z #5 REINFORCING BAR R 1 7/8" 7�1 i 1�1i7�T •' 45 1 AP R P I I r F COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM TITTI'If'7� M 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD, P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB 0'4" J CONT. BEAD SEALANT OL •..' INTERIOR 2X STUDS @ 24" O.C. U.N.O. -4 .• ,. •a d • . a` �. GARAGE :ONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. :MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. ;TAGGERED, FROM BOTTOM INSULATION PER CHART 'LATE TO CONCRETE ON FLOOR PLAN VIIN, SHEAR 180#MIN. CONT. BEAD SEALANT 'ENSION 120#) CONCRETE SLAB-,,.,E d 6x6W1.4xW1.4 N 0 7 WWF OR FIBERMESH �,, 0 E N ' co 6 MIL VAPOR —�� — — — — — BARRIER —I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 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. Q.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1U-0" (R302.11) —4NSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 /WWF OR FIBERMESH — 1I—III_ 31/2"(min.) - 4i' 1. I I-1 I _ -I I1�111 _ 1�_L.----III JI-11—lll—IIIlll 1J1 �, (2) #5 CONT. 4 Trr�-�TT�4Trr�rrT 'T`g U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=1'-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 P U -III—I I —I I a D W I —I I=I I I I=L III —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.C. MAX. LAN FOR CONNECTION INFO SEE P TOP LA 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 a SCHEDULE x j w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o LU CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" 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 30LID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-ik COMMUNITY SPECS O�,pG iiiiiiii . ••. (2) #5 CONT. • -I 11TI I I ON 3" CHAIRS (TYP.) L8,- V-4" CC 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#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH �, E p f1 II=III=T jJ-L-- Tl'T TTf i i i—r E1 TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR-76 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH 4 ° IIIIff III —_ d \ N ll a LI 11 • 4 1117 Virtual Reviev, Plans Review compl SEE A/S3/J/S6 T. 1 I11. T for compliance with thi ' i8" by Debra Anne 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 c TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING. C-4 ' c'M oo� -RA — d 0 ° — d.. a ° z (L w W lI d� 1L=I1J1 IT� LU Z 00 a 0w a = _ - M� ll -ll I ll OOTING J Tff � T>-f-1Ti_Ti� 1Ti=11T— U BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3 M N O N ®_ jti 0 1.0 ., ,.. LLJ Z Q W `0 U `^ M = co V) V -0 ` ° A, 0 U W o LL 8 b � U 619 'V) V w aN i o �F m a LUoWwo�w f zO�aQL �?o0JO y000<�XJzW9zM �a s Z¢wO�Z�w� oxoo a30,IWWWx°aC1zLLWU�!A LL Wc p¢ OQ 0 =O �Y L.LO Z N OW M O 0 F— "IT LL W � ~ � T_ 00 >- Z W� W J O o O'O ti 4I4 0 o'O Assist, Inc_ ted and approved 2020 FBC 7th Edit on O 01 CD Lahr PX2300 ao rn ' CD � 00 �• ' O N O N O�- N N N O O'O N; N O N O N O N o N O CV a0 OO to r 00 O cM T- (V O M N c o 0 0� T- 0 CO 0 N^ L ♦ N > O O N O CM 0 'It 0 to 0 CO 0 ram• N- e- I CrLO 00 VJ Z Z O O� �WC/) 0 Vora I O_0 QwIX LU l=-F- Q ZQ� W �mO2 V jZ O N Z 3:J 00 �2zIt Z IL LU N 03m'z N ¢ vSQZz Z ?ao .. Z U V a O O W Q Z z z J W M a LAST PLOT DATE May. 9, 23 -F-+ O Z STRUCTURAL '� J DETAILS -MONO