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I I __ i J ____ (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 112" 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. 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 NAILER TYPE "S" MORTAR 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 a MIN PSI MAY VARY PER o MUNICIPALITY. `'' 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE IIIII ° pI —I 6 MIL VAPOR ,/ — BARRIER I — z _ D I I= `" COMP. SOIL. I I (COMPACTED TO 95% —I I I I —III—III I I= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I III —I I1=11 I I I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK U.N.O. 4" 1'4' (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" Q3,) OPT: DEPRESS SLAB 5 j12" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS q z 4" °P ��IIIII ,::• '': =IIII II IIII ' - I —_III= III. III-' SEE A/S3 OR J/S6-'L'11 11 Ima i I 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 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.) � D ° -III—I I I —III —I 0� D 1-111=111—III 1 'I.;IIIIIIIIIII;IIIII�IL I ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 112" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & _c� @ 6" MAX FROM END OF 2 x PLATE E (1! 6x6W1.4xW1.4 WWF OR FIBERMESH ° — I —II—II o II III—III—III—� T- TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION 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 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. U-0" 4 < a A.F.F. ' C7 4" a'. a° 4 , A 4 a 4 4 ELEV. 4-3 1/2" 4 4. a A.F.F. p 4 v' 4 A a 4 '- 4 2x4 CONT. a. - o .. - " 'a - LL 4 V - 4- a .4 Q a - Q C) 4. Q 4 N GARAGE DEPTH VARIES 4. 4. V a 4. . a GARAGE SLAB AT STEP �B� SCALE: 3/4"=V-0" 112" 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" 0/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) 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. @ NSULATION 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 O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH �3 1/2" MIN. ° _ z II-III=III= 31 /2"(min.)- 4" oo 3 1/2"(min.) - 4" I I=III I_ —III III-1 11- (2) #5 CONT. 4" 1'-4" 8° U.N.O. MIN. TYPICAL BEARING WALL 0 STEP I@ SHEARWALL C I "SHEAR WALL" SCALE: 3/4"=V-0" S3 / '8"OR 1/2" HIGH STRENGTH — 1.N.0.) (OR %" GYP. TYPE "X" @ ARAGE W/A HABITABLE ROOM BOVE) .P.F. DOUBLE DP PLATE IMPSON SP2 w/ 2) 10d NAILS (8"° x 10" "J" BOLT @ 24" O.C. w/ 1.0x3/16" PLATE WASHER (TYP.) - kLT: 1/2"x12" TITEN HD @ 24" i.C. OR 5/8"x10' WEDGE ANCHOR D 24" O.C.) 3IMILAR AT FOUNDATION ONLY" NOTED, THIS REFERS -1-0 THE TEP, SIZE OF FOUNDATION AND EINFORCEMENT AND WILL NOT JCLUDE THE WALL TTACHMENTS C 3 112" MIN. 00 Pst 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �M INSULATION PER FBC AND ENERGY 1Go �N oos N 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 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/ \WEEP 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 SCREED INSTALLED BAR 2x P.T. PLATE —1 ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR ##4 REINFORCING BAR t = GRADE N ° D ° . � z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi M ° � ° _ FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] Z p D 25" MIN. LAP [30" MIN. LAP] D. °p —I 1=1 I=I —I I I 6 MIL VAPOR BARRIER -1 I I I -I III D ° I I. I I ° � I=1 � 1=, __ I I I —I I I —I I I —I I I— °O T R 1 7/8" —\ °DI I—III—III—III=III—III ; z #5 REINFORCING BAR '_ ° —III —III —III- z I III I I P 1I—I _ _ _ _ N I I=1I I=1I I=1I1= .- III —III —III —I 11=,1 #5 LAP SPLICE D° I —III —III —III —III —III —I I . ° III=III=III=III=III=III= N III ° ° I I=III=III , ,I I II ; ,I1 I 36" MIN. LAP [36" MIN. LAP] — I_I I I-III-III-III=IIII ' T % MODIFIED PROCTOR ASTM 'III 11=III=III=III= 11=III=III; —III—III—III=II—I I I—III—III=I 1 I D1557) I I I I IIIII I II IIIII Illl 11�1 ILI I — :III —I I =I I I—ITI=ITf==1Tl—I I I —I I I—'' 4" - FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4"--,\ Z. GRADE °° _ — — I I III III —III (1) #5 REBAR w/ OPT. .IL 11=I 11= I I— If — I 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS E M ' I� .III=I 4 . `_ 1—, d =II11I _ T 411 I o0 III —I I •' . I._, I I. 1I�IIH1:'�._ IIIIi111 911 1 • . :-. — lfl SEE A/S3 OR J/S6---- -11 111—I I 11 1� 11r FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 112" FROM SLAB 0'_0" CONT. BEAD SEALANT Q INTERIOR 2x STUDS @ 24" O.C. U.N.O. 4a e 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 'ENSIGN 120#) CONCRETE SLAB d 6x6W1.4xW1.4 N WWF OR FIBERMESH0? E r, _ _ I I M 6 MIL VAPOR BARRIER =1L 1L ' i —III—Tr �—I _ili 11-f ITI I I I� I' I —III —III— I I —I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 REINFORCING•1 0• 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 1Y-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1/2"(min.)- 4" 4" -III—III I ��J —III III=1 I �- -I =1I11Tfl—LTI M .T11 III —III I' 1-1 I ;,III_, IT_l DII � 1 (2) #5 CONT. 4' �'-4' 8" U.N.O. MIN. TYPICAL BEARING WALL a@ STEP rcc SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 AFROM / 10 10d NAILS 2x P.T. PLATE SPACE ANCHO Q BOLTS 6" MAXEND OF 2" x P W D J 0. IL U' o —III=1I I=1I I I ' W DI �I I I I FE D° � T—III —I 1 111-1 . _ 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 &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 P.T. Q PLATE ins•• O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE � j Q J SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o W CONNECTION INFO. Tn SECURE 2 4 P T BTM PLATE x SEE DETAIL 1601 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 FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-ik COMMUNITY SPECS ---------------- •110i 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 CO ° D � III I I I�I I �I I IT o (2) #5 CONT.- ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" �,13� 1 1/2" RECESS FOR S.G.D.(U.N.O.) ®■ 6x6W1.4xW1.4 WWF OR FIBERMESH SEE A/S3/J/S6 ` I 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 N � M C MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING. c�! ' Cl)00 GRADE 4 ° 4. ;III —III ,. I —I I1=11=1I1-1' w N 111111111 1 . 111 -111>I Z _ • . a. )0 0 —III—I n e 4 — Cl) 1=1I� J—_l1f—_III=1 III-111�, FOOTING 1 I'' EII 11I I IIIII I I 1=111-111— BEYOND 'AD REINFORCEMENT 3" MIN. CLEARANCE SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 MAR 0 4 2023 VRA Virtual Review Assist. Inc. Plans Review completed and approve, for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N O 00 0 t A ICY_ )ti y Kh zf E e z w 0 ` •° W 0 z Q /INS Q) L E 0 � 0 `r 0 N �ff �'' w V -0- M jao 'O c o .A •� U- N Q /^ v� .C� � } 4t o E.� .m w w� w _j w��0 � � � z� a z N l.L U ¢CYX-J W�OU) 00 J� Q F— F- aq)Wgf0ZOWOoi zza0 O O Z cnWaa. �u3WWW n�W<Z) i<<0wYdi-nZWz��U�a- LL ow �F-F �wz o oQ U_ ¢ Q o¢ 0 LL Q L L O Z (N OW U) 0 0 CD ID F cy) O Q LO _J (jj LL W <'^ M! 1— W LL CL � ZV00 Z� W Wo J C:) d' r I I ' I I 1 O o o 0 N 0 N00 N C)C)O O � C) O I i i i ' z O NA W 00 0 I I I '( ' LO � � N M z Z Qz C)zw -i-+ LL.I O O O W UU� LO E- 0 ::)z> 0�0 Z a 0 o(L Q O = W=a ~2 0 F-ca O z O 0-<F- U)W CO O z WO C:)z U af gZLL az F- Q 00 O CL z Q Z z w W 0 o LAST PLOT DATE 04 .. z 0 J STRUCTURAL DETAILS - MONO