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2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE --\ (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV @ X UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.) WWF OR FIBERMESH Cl) (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED D °. PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL -III-III-I I -I m D I I -III -I I- I I i=1II-III-III I ° II III=III=III-' 1=III=III-III-I � � I I-III=l=III i ,I PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. III �I ICI I I=1 �= I 1=1 I 1=I I 1=1I 1= I 1=III �I III �-I I � TI-III III -III II=I I HURRICANE ANCHOR @ EACH -1 I I�I III IT(I i lII II ITI II I �- 12 TRUSS (SEE UPLIFT SCHED.) W/ g 1`I — Sr (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF TYPICAL INTERIOR BEARING SHINGLE 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN 1 SCALE: 3/4"=1'-0" ELEV. VARIES 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & 6" MAX FROM END OF 2 PLATE E 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. 2 GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET LOAD BEARING OR ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT EXTERIOR WALL SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT SEE CC/S3 OR It INSULATION PER G/S3 FOR ANCHOR CHART ON FLOOR _- - - 8" C.M.U. TYPICAL BOLT INFO. PLAN (IF NO UP LIFT ON 1x2 P.T. HORIZONTAL TYPE "S" MORTAR WALL SEE GG/S3) NAILER *SIMPSON SP1 STD. 90-HOOK (SEE DETAIL) w/ (10) 10d NAILS ARCHITECTURAL TYP. FINISH 1x2 PT WD FURRING @ 24" O.C.--/' ' 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL GG 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. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE C�! 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL 24"OC 2„ x6W1.4xW1.4 ATTACHMENTS211 6x6W1.4xW1.4 ° ° A. @) /WW F OR FIBERMESH WWF OR FIBERMESH ° ° ° ELEV. -0'-3 1/2" z 3 1/2" MIN. I d A.F.F. o ° d ._ a 2x4 CONT. ° LL_ d d°°...d a a d a a o z_ ° ° 1=1II=11i1-1'3 1/2"(min.)- 4 CN -I III-IIIr GARAGE DEPTH VARIES 3 1/2"(min.) ° 4 a° I I -I I _III -III -III -III III -III I' (2) #5 CONT, I =11 4" V-4" 8" GARAGE SLAB AT STEP B 1 TYPICAL BEARING WALL 0n STEP Cc� SHEARWALL SCALE: 3/4"= V-0" x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE Z SEE FOUNDATION PLAN °" ° ( FOOTING MONO SHOWN D o' 00 U.N.O. FOR LOCATIONS) FOR CLARITY 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB W MIN PSI MAY VARY PER - 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 CV I r L , ° '° - M—J1-lll-i D 00 6 MIL VAPOR BARRIER IIII , D r G IIII COMP. SOIL. 1I = I III `N I (COMPACTED TO 95% -I I I I =III=III 11= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I III —III —I I I I I 4" to 6" BELOW GRADE ASTM D1557) (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 rA SCALE: 3/4" = V-0" S3 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 �LN SEE A/S3 OR J/S6 J-I I ITTI I I II„lil „IIIII. FOR REINF. INFO. 3" MIN. CLEARANCE V " (1 STORY) / 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. III -III -III -III -III -III Z D° I -III -III -I 11=1 11=1 I I -I I� NOTE: g ° III-III-III-III-III=III- N *FOR BEARING WALL _ IIiIIIITiIIII I II Il i 11111111, I T W/ UPLIFT ONLY I I 1=1 11=111 I I 1=1 I I -I 11=�-1 I -I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I i-� -i 11-1 I I -III- III=_=_J I I-1 I I� I I-J 1=1 11=1 11=1 11=1 11=1 I F` 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" ° ' v GRADE 00 _ a • =(1) #5 REBAR w/ OPT. ' 1=1 11=1 11=1 11= 11= 11=1 11=ITI=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" r-O.H.D. RECESS CV , a' a, M —I I —`I 1=�� I II=•I I I1=1 a• .. a. r I I 1=1 I .21 0? I:4 I I I- �9 11 � II I : �'.. � ITI I I -1I I a • I —III' SEE A/S3 OR J/S6 -' Till L Il 1i1 I I I FOR REINF. INFO. LT' MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESSri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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 5/8"OR 1/2" HIGH STRENGTH — GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR /' GYP. TYPE k @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ JL1/2" (12) 10d NAILS CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1U-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) - 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) EDGES, AND @ 12" O.C. @FIELD "SIMILAR AT FOUNDATION ONLY" 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 "SHEAR WALL" SCALE: 3/4"=1'-0" 3 1/2" MIN. III=1 I Ir '31/2"(min.)- 4" - I -III -III - 3 1/2"(�nlIII=T- _ _ _ =_-1 1=1 P -III i 111 I I I=1 I I-111-I I f I -I I I (2) #5 coNT. I U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 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 NOOK 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. �.?] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR `I �— D 11 D ' Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksI T D FINISH GRADE oo [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] II=IIII1I1 I11 I I =6 MIL VAPOR BARRIERII°° 1I=III—I-_ #5 REINFORCING BAR R 1 7/8 III D : 11=III=III=III=111= r z I I I I . I I I - IIIII I IE =' #5 LAP sPLICF COMP. SOIL. (COMPACTED TO IIIII p m _ — HI =III—�- 95% MODIFIED PROCTOR ASTM �— 11=III=115—: 1 I I—= -III- D1557) III „III ;III„111=, ITI f�''I1I � � I I= 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 0101, \ v — _ P ° a d a.. CONCRETE NAILS W 1 1/2' J EMBEDMENT @ 12" U.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 00 S F- co 6 MIL VAPOF BARRIER 1/2" GYP. BD. -HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALAN INTERIOR CONCRETE S 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.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT_71 Ed 6x6W1.4xW1.4 N ' �* WWF OR FIBERMESH co d' a n K S3 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 LU D U a -III—III—III m a D I;IIIIIIIIIIIIIIII� I p• ° (2) #5 CONT. =1 I I, I 1 ON 3" CHAIRS 8" V-4" 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-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 ° D II -III -III -III lll—TTT=1T=r r 8" TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" 13 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° —� SEE PLAN FOR �N " e . TOP OF BEAM &LAYOUT DESIGN a a — — SEE ROOF PLAN c - _ _ _ =d °. ' d a ° .' —IIII-III III00 ; N r� (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO d 2x4 P.T. PLATE s ° 7/16" O.S.B. COLUMN LOCATION 11 -III_ 2x4 #2 SYP P.T. FRAMING w/ ._ 11III�- I I , IJ I I -III , 1 , ,� I' ' MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 !�"' 8" U)0 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE a Q SEE TYP. WALL SECTION FOR ADDITIONAL J SEE PLAN FOR STRUCTURAL SLAB INFORMATION, W COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 N.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _E SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. SIZE VARIES PER PLAN M W/ MIN. (2) #5 VERTICALS 00 z GRA d ° M FILLED SOLID (SEE PLAN FOR _ _ _ — a SIZE AND REINFORCEMENT) 0J r =I I A. d. I=III==I z w o I TIT °-III-III-I I[ W a. w III=1 I I I 11=III=III- z W /-BRICK PAVERS or SLAB PER p o v -III-I ! W ° a _ _ _ - z COMMUNITY SPECS " — — — -0" FIN. F �- -I = LI-11 I FOOTING -III III-TI I-1 I I -III -I I I I -I I I -III_ U �IIIT.I 111=1 111i11 I I ...T �T , ,Tf BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. S3 AR 2 5 2023 .Vr, , Virtual Review Assist, Inc. X Plans Review completed and approved for compliance with the 2020 FBC 7th E e for by Debra Anne Klahr PX2300 N N O N N LO 00 LO z LU � J' • 9 z ^V) W > O N p W L Q U z-qN d % N V) V 70- .R., M /�� E 'L r p u o�g 98 s Ua^ }< •N W U Q� 0 E T V V Ir 0 0. 0 LLI LLJ 0 LLI to LLI o f- W I-- XgJ ��YZo Z Q Q U �ooQz LU_- oza< O _j0UJ d>U)WUp~U)LL <0 U Z LL.00x Q~w�i��Z�wo�v°Q o � 0¢ ,tea o �QU 20 O CD O� N. �c=n�o CD Q Ln Q W QLn ' -I a>_a00 z � F— W W J � �O N N O N O CV 0 ; o6 CO CO 00 O N o o C) N C) N C)O N N o N 0 CV 0 N O CA N CA o O O Gp N M O1 CD o O o O O r- O N O C) o N Lo ` > � T- 0 N 0 M 0 4 0 In 0 CO 0 P-� Cr 00V! Z Z -Zo L1.1 LLI U) LU ~ C) O Q V�;a = o � 0 X LU LO —0 7LU ` z = m O Z I..� (Dz� Lu I Z -1 Q >�UJ z0 ,--i a-Z z W O_j2z O 00 U�Z[n Z r.-q Q O • � Z g U a OV MMO W Z Z z UJI W 04 M o O LAST PLOT DATE Dec. 15, 22 z Q STRUCTURAL I DETAILS -MONO