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I I I I 1 '111 1 111 1 1 1 1 11 I I I I' 1! 1 1 pill N'1 11 111 I 1 1 1 _ (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/ (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" 2x SUB FASCIA BOARD PER CODE (OR 5/8" .N.O. GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 811x8"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) #5 VERT. IN FILL CELLS 1/2" GYPSUM WALLBOARD (SEE FOUNDATION PLAN U.N.O. 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 - MUNICIPALITY. M 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR oil AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE v °° � 6 MIL VAPOR III D —III z BARRIER I' 11 III ( III= COMP. SOIL, I I) (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 HCOK U.N.O. 4" 1'-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-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 =T z II ^M SEE A/S3 0R J/S6--`-Illi l L--i r. 1-1 , PUP,5111 T FOR REINF. INFO. L 3" MIN. CLEARANCE 11'.4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T, PLATE 1/4" DIA, X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N CHAIRS (TYP.) WWF OR FIBERMESH `'' � p ° ° 1> I —III —III —I I o IIIII111 HIM 111 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. 0'-0" IL z 11d 4' A.F.F. d e . C.7 ELEV. -0'-31/2" H OIL d. d e, ..'Q d O 4 A.F.F. O 2x4 CANT. LL p a o e GARAGE DEPTH VARIES d GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" 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 CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 21 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" 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 2-0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR P x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH 3 1/2" MIN.Jill 00 1 —I —III—III 3 1 /2"(��n)-I- -III—I it (2)#ScoNT. — -II ;,1111�11111�11111 III ICI-1 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP i SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" 1 nn N�( 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING -0-11 NAILED W/ 8d COMMON NAILS @ 4" O/C P°s 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 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 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH 3 1/2" MIN. 1 D D °z I /2"(min.)- 4„ 00 31/2"(min.)-4"-I�I—I�I =III I�I ��I� =1 I l l I ITI-1 11=_1 I I-1 I I 1 I I-1T_I (2) #5 CONT. I l — 14,;1 I ,IIII ��II41 IIIII II I I8 �- U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE: 3) 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" LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 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 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR 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 BOLT INFO. @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK (IF NO UP LIFT ON 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 mmmmillillililimil (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 *SIMPSON SP1 10d NAILS SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR —� w/ (10) N 2x P.T. PLATE TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ' GRADE �„ ' z #3 & #4 LAP SPLICE GRADE 40 MIN. 74kSiijo FINISH GRADE °D 60 MIN. MONO OR STEMWALL — — — u 25"MIN. LAP [30" MIN. LAP][GRADE ° FOOTING MONO SHOWN ' o D °O FOR CLARITY o o_ _ 6 MIL VAPOR BARRIER i I I I III d ° I=1 I I I=I I=III=I I —_ III —I 11=1 I I=III— R 1 7/8" I—III—III=III=III—III I i N z 45 REINFORCING BAR ° D ° _ III—III=1 I I_I 11=1 I I —III- Z I I I I I I _ I I I I I I I I I I I I I I III —I I I- — 1 I-1 i 1=1 T� #5 LAP SPLICE NOTE: ° o° ° 0 1=III—III=J 1=I I —I 11=11 III I-�-1 1= g 11=I I —I I —I I=1 I=I I� `� COMP. SOIL. (COMPACTED TO *FOR BEARING WALL 1=III=III=III=III=1 I II 95% MODIFIED PROCTOR ASTM 1 �I I 1(=I I=I W/ UPLIFT ONLY — _ _ — — — — —__ III=I I I=1 I I I I=I 11=I I I=I I I=I I I=i I I=I 11=1 I I=I I I=I 11=ll=I I I-1 I I D 1557) 11 11111 l I_, , I 111, I I, 11 I I, , I 1 —I I I, I III I1II=III=III=III=1I1=1II=I I 1—I I I=111=1 LI=1I=1 11-11 4" V-4" III-1 Ell IL 111 , I I I-1 11-I 11= FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION, 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" GRADE ° 00 — • -I i I -I l 1 )#5 REBAR w/ OPT. ' 1=1 11=1 I I III 1= 11= I I III 1= 1 1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS CV ' Cl) T —ITI -1 I � I I� III,=1 •. ..' ,. d 1I 1=� I � I-- .. 50 I—III=11 1=411 I. SEE A/S3 OR J/S6-1 l i I I ICI i I I I 1. FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) V-8" (2 ST RY) 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. 1/2" FROM SLAB OILn,_O„ J CONT. BEAD SEALANT INTERIOR 2x STUDS @ 24" O.C. U.N.O. df 4 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 AIN. SHEAR 180# MIN. CONT. BEAD SEALANT 'ENSION 120#) CONCRETE SLAB 6x6W1.4xW1.444 WWF OR FIBERMESH M 6 MIL VAPORTM_ IIIBARRIERI-I1T I 1- 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 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 o END OF 2" x PLATE w p U III— 5 I� �=III— I I I , III �I I I I I III I I —I D•° 10' #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF'�� SCALE: N.T.S. �3 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 . % &LAYOUT DESIGN TOP OF BEAM 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 zz ATTACHED PER NAILING w SCHEDULE o: > w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o w CONNECTION INFO. M 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 & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS r�> FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-6 COMMUNITY SPECS ------ ---- 1 • • , • • . , 00 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 —III—I I I —I I I r- (2) #5 CONT.—_=I I ICI I II -I I ON 3" CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR S.G.D.(U.N.O.) 6x6W1.4xW1.4 WWF OR FIBERMESH M � E xr rvoolilau — 1 4" l V:4" l 8„ FOR REINF. INFO. ! 1 1 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 6@ S.G.D. M SCALE:3/4"=V-0" S3 CL MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _-E CONT. FOOTING STEEL MAT REINFORCING. Q ' C'M 00 - GRADE — a ° d C7 J ;III —I p • ° —I Z ==1 —III= T�= w 0 o N=14 n llll • • °• . I I I —III —III z LL — °Cn . -III I t I —I I I—ITI=ITI=1 I I I 1=1 11=1�— L) BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 JUN 2 7 2023 �. VRA c" ;Tans Review completed and approved r compliance with the 2020 FBC 7th Edition ay Dehra Anne Klahr PX2300 eInez, M N N 00 LF J Dt-,:, u, r, a N.Z '° a L0 s Ar 15 01 5 w w 0 z Q �IN1 N L0 z _W L 0 o u )co 4— } M a N V Q�� w M O S W 0 E� .62 }L V a a N 'LLII �uj LLJuS w0� - < � < Z of Q2 < F- U I— ? 5 X Q Z X LL 0 � O LL C7wwwo t2g5mz� Q Q v O Z cn a cnww Z X<0 Q~wpm~oz W6M EL LL oQ 0 0 0QZq�a ILLa O Z 04 O11 > (n O z LO J ILL W Z U W W J 0 I I I i I I I I I O o 0 0 0 N N N N M N C) O O .-- N O � N'' O I t z O N6 W o 0 0 0 I { Ll , Lo � � N M 4� i cr Z~ v / Qz w O Wm }0 0 U 0 O 0"F, 0 orQ Z alo�a O = w=w m�Lu H r-I z O = %- QT� C0 0 zoo N Q v gZx ILL • az m OU 0 m IX Z z z LLJ J o N > 0 LAST PLOT DATE ■ ■ Z41 0 STRUCTURAL DETAILS - MONO