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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 it 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/ (TYP') 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 SCREWS @ 7" O.C. 8"x8"X16" KNOCK -OUT CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. FILLED SOLID W/GPOUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE "S" 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 ILL 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 CNI°p Z 00 � 6 MIL VAPOR IIII BARRIER III , ® 4 I I IIII I ' III= `li COMP. SOIL. III (COMPACTED TO 95% —I I I I =III=III I I= MODIFIED PROCTOR III I I III —III —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. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION KA 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" O.H.D. PAVERS RECESS _, z_ �M 4 °o —III—I 1=1 11= SEE A/S3 OR J/S6 —"-IiIII I I AI i, I I, III i 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. =--7 - r�-, r I - -- — -- 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE ---\ (2) #5 CONT. ON 3" CHAIRS (TYP.) � p ° -III—III—III—I m ° 'Ed II=III—III I I L � I III Ii11111ii 11 I Ill I I %` o 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & E @ 6" MAX FROM END OF 2 x PLATE CV 6x6W1.4xW1.4 r WWF OR FIBERMESH ° I I=I I I —III —I I I III —I I —I I—� TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK f ELEV. 0'-0" A.F.F. d. 0 Q . a a' Q . d... ' a d ELEV. -0'-3 1/2" .a ° A.F.F. O ' 2x4 CONT. a ILL. ao a as d - .a.. _ CV 4 a GARAGE DEPTH VARIES a a �. . GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 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 S.P.F. DOUBLE CONNE ,TIONS. 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 1U-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 IMPSQN SP1 w/ (10) 1 Old NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 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 �3 1/2" MIN. 1 1/2"(min.)- 4" 00 TT31/2"(min. - 4" III=III I_ °I- -_ I 1=III _III=III=III=III III —III I i' (2) #5 CONT.I i I I ;,I I I„111-_IIII=„I I ;III='' 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL (a STEP @ SHEARWALL C "SHEAR WALL" SCALE: 3/4"=1'-0" 0 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 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 IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT qW P.T. BOTTOM PLATE x 6 W1.4 x W1.4ATTACHMENTS 2" WF OR FIBERMESH 3 1i2" MIN. z o °p _ -III—III—III—'31/2"(min.)-4" 00 _ 31/2"(min.) - 4" =III=III- _ =III III—� I I- _ ' =III I I I I I I I I=1 11=1 11=1 I I III —III '' (2)#5CONT . II 14"I I��1111Il'- I,lIIIIIiII II1IIgI U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcC SCALE:3/4"=1'-0" S3 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" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING\E�swV NAILED W/ 8d COMMON NAILS @ 4" O/C ens 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. A =;j 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C—.t �M INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 �i LAYERS W/ TOTAL THICKNESS 7/8" OVER 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 HOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE N ° D D Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° D FINISH GRADE O° [GRADE 60 MIN. Fy= 60ksi] Z Cl) .p D 25" MIN. LAP [30" MIN. LAP] —III=1 —III D o. 4 `J D p. °O 6 MIL VAPOR BARRIER -1 I 111( D ° I (=III=III-11 °D ° ' I-1 1 I ° 111-1 I I-1 11—I I I—_ #5 REINFORCING BAR R 1 7/8" I=1 11=1 11=1 11=1 11=1 11=I _ _ #5 LAP SPLICE III —III —III —III —III —III z ' III I El 11=111=1 I Ifi 1 1 N z D° I—III—III—III-1 I I —III —I I I I I . I 11-1 I I-1 11—I I I �I ° p D III —III —III -III —III —III- N IIII 1 o D ° . 11=111=III 111=� 1 36" MIN. LAP [36" MIN. LAP] I=III=III=III=1 I I=III= I COMP. SOIL. (COMPACTED TO _ __ I' 95% MODIFIED PROCTOR ASTM �— 11-111-111=III-111=111—III= —III=1 I I-1 11=111=111=III-111-111-1 I I D1557) 1 1 111-111-111=I 11 111=� 11—' i I 1=III=III-III=I I I=III=I I F I I—' 4" 1-4' ��—III_—I�I��I�I1111111111111��111�=,111 III-III=11r FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING 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 °°—IIIIII=III=III=III=111=III —I � I —I �I—I � I —I � I —I #5 REBAR w/ OPT. —III-1I I —I I1= I I— I I —I 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rT SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' Cl) N d. d- . M �..-•.. .a -a.. .. 60 ' l l—III �.� •,' :; _—I IEd F SEE A/S3 0R J/S6--'- -I I II I L1rT l 11 I I,,,. 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 SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x —1/2" GYP. BD. 2„ HOLD GYP BD. 112" FROM SLAB 1 01_01, CONT. BEAD SEALM d Q : J INTERIOR a P 4' :ONCRETE NAILS W 1 1/2' MBEDMENT @ 12" O.C. TAGGERED,FROM BOTTOM 'LATE TO CONCRETE AIN. SHEAR 180# MIN. ENSION 120#) 00 c M 6 MIL VAPOF BARRIER CONCRETE SLAB 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"= V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N. W/ DRYWALL SCREWS @ 8"O.0 INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT r6x6W1.4xW1.4 , a 1 WWF OR FIBERMESH K S3 _ ii �,i i. In RnaZ°"oi nn% 6Utl lllilrtIi1 T61 I ,11, IG@- NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM W END OF 2" x PLATE W D J `� m ° —III—III—III I--III—III=III I I III p • ''IIIIIIIIIIII ° 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. CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 /u FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7116" O.S.B. SHEATHING zo ATTACHED PER NAILING W SCHEDULE � Q w SEE PLAN FOR STRUCTURAL 7� 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 & 181D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS' J1 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 Y-0" FIN. FLR./-6� COMMUNITY SPECS 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 II —III —III —III- C?III I11=1I1=1II—' f (2) #5 CONT. =1 I I=I I I-IIIT -III, , I ON 3" CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" IllS' 3 VARIES 1 1/2" RECESS FOR ,x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH a — 80 M III .° a —III III= SEE A/S3/J/S6 fill , ,III=III 4" 1'-41 8" 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 CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE c� ;III=III I a, I=1I1=III-1I1=I' z I.- Lu o I III —I III —III —III —I 11 W 0 Uj 0 1111111111 a� . l 11=III=III ; z Q co�Q ' � 1=1 =III—III—III=III I I III —III--- FOOTING J -III III —III —I 11-1 I I —I I III=1 1=1 11= 11.;�111=III=III=III ,II ...III -III—' BEYOND PAD REINFORCEMENT -III—III—I I (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. 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 Blahr PX2300 N N O CN .. a iN 41 Z. w ��&, 1 LO ° 14a w Q LU IY z Q V) N LO 'U-, E Q� o n U -0-0 v� E ` U � O _ _ 6 o 0 �C Q —CU6--2 .N LU Q� U o E 70 0 - O�-O Ill W W (�W:0 'WF- CCLL0 O U-1< of<Yz� �LLO3��00O LL U ~ ~ �WLo�Q 0<Zcif 0L om�Z�z�O Wa'�wwuv��O>C) O C'f DIz -.1 �zOzz'L0W❑aOz QY0W0-U QQQ 0X D C) z� LL Q 0 1--ILLIL O O Z W 0� U) CD []CMO Q LI? 2 co - 1 _ W I—�<c_M zv� LUW W C:)J O J CO N N O N I ti N 0 O C6 CO T- M Ir- O N CD CD r- N N V/ V ♦ C)CD N CD N° CD N N C) CV N CD N CD N CD N /� CA N CO O'T- ; LO c0 O M � N C D M v, O C 4 O - O 6 CD o p O co O 1 i N'^ V, �000 N M CD d 000 Lfl Cfl ti CO r� VJ Z Z O wWU) 0 Uo�Q FU�a rr^^ Vl Owl=- Q 1.2 zGif Q =moz I— Z O j J [V v M ��ZIr Z Z �- w (V OJ2z �— 0 Q Uazz z �Qo QU J O" o 0- �m a Z Z W J W N N LAST PLOT DATE Q Jul. 21, 22 Z+-+ O STRUCTURAL — —.I DETAILS —MONO