36536 Smithfield Ln - Laserfiche WebLink

Browse Search

i 1 � I II! ., 1 I1 I _1 !A i (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" 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 81.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. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARD LL MIN. 2500 PSI CONC. SLAB W 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 T� T� 7I-7I i7— r ° M � =1LL 00 Ill / p D 6 MIL VAPOR W _� ,r BARRIER II1 , a III u — N COMP. SOIL. (COMPACTED TO 9'0 — — MODIFIED PROCTOR III I I III=1 I1=1I ITI 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 rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS �I z c� Q ' TTT 1Tf l I I III ••.. 41' I ao T_ -, =IIIII :"' . '. IIIIIIIi SEEA/S3ORJ/S6—'-IllII IIII11i1„I illillii= 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" 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE --\ (2) #5 CONT. ON 3" CHAIRS (TYP.) I D 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10--0" (R302.11) 1/2" GYP" WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. c 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 r WWF OR FIBERMESH Cl) ° II IIIIII III. I. D. L J_LJlLL 111 11 r C7 IA vi 11—III—III— - TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG SEE TYP. WALL SECTION SCALE:3/4"=1'-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK N ELEV. 0'-0" A.F.F. ° a a a a 0 4 A a a 4. a ELEV. -0'-3 1/2" A.F.F. 0 G 2x4 CONT. O' ° ° U_ nv . 4 0 .v .. 41 N ° GARAGE DEPTH VARIES a.. a GARAGE SLAB AT STEP rB SCALE: 3/4"=1'-0" 2x S.P.F, STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR N #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 N 2x P.T. PLATE TYP ASSUMED FINISHED GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN FOR CLARITY . , —III—I 1J l=III=ll_=1 D ° D ° lll—ll—LI1 1L-1L—I_I1 Z � o ° I—III=III—III—III—III—I I � NOTE: *FOR BEARING WALL p D III—III=III—III=III—III— N WMEMM1110 I' r W/ UPLIFT ONLY I I I —I I I —I I--- I I Lll=1 I I —III —III —III —III —I 11=1 11=1 11=� 111 J I1=1_�J.=1 11=1 11=1 � 1- ---- FRAME WALL TO C.M.U. WALL CONNECTION - - rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 112" WWF OR FIBERMESH min.) 4" ° ° °v GRADE 00 zzml ° _ _ _____ _ .° ICI ICI ICI I =(1) #5 REBAR w/ OPT. T7-1Tf—III—III— I I— I1=111=, 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E CV N a M CO HI T7 y_— �T ,— —I 1 _T� 4111- SEE A/S3 OR J/S6 -I I II I I I 111I 11 I1 r FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS 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 t. 4v ° D r ° 6 MIL VAPOR BARRIER �I II I I I o ° 'IIIII ° 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 SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S-B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD x 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" C 3 1/� 2"MIN. 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 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1(3 1/2"(min.)-4"II1=1II- 111=-I —111—III _ III —III —III —III III —III I'' (2) #5 CONT. 4„ rrr T1i _ri? rrr TT! 8r U.N.O. MIN" TYPICAL BEARING WALL STEP SHEARWALL r "SHEAR WALL" SCALE: 3/4"=1'-0" S3 yi 18"OR 1/2" HIGH STRENGTH — 1.N.0.) (OR 5/" GYP. TYPE "X" @ ARAGE W/A HABITABLE ROOM BOVE) P.F. DOUBLE OP PLATE IMPSON SP2 w/ 12) 10d NAILS /8"° x 10., "J., BOLT @ 24" O.C. w/ "°0/16" PLATE WASHER (TYP.) - %LT: 1/2"x12" TITEN HD @ 24" I.C. OR 5/8"x10' WEDGE ANCHOR D 24" O.C.) 31MILAR AT FOUNDATION ONLY" NOTED, THIS REFERS TO THE TEP, SIZE OF FOUNDATION AND ,EINFORCEMENT AND WILL NOT JCLUDE THE WALL TTACHMENTS 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY ,Go WV S 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 �i00K DETAIL 3RD LAYER 1/8"THICK. K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE zo" 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 FINISH GRADE °O 25"MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 00 i7EWI ELLI—. '- #5 REINFORCING BAR R 1 7/8 N z �F1 I II i II I IT '- 0.1; 1 AP SPI 1('.F COMP. SOIL. (COMPACTED TO D 95% MODIFIED PROCTOR ASTM IIII_F D1557) I II II II II I II I ur r Ill -111 ITT III ITT -111 4" 1'-4° TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x a e ° dP. , 4 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 00 E N M 6 MIL VAPOF BARRIER 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALA� INTERIOR 4" 1. CONCRETE SLAB m 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 E� 6x6W1.4xW1.4 f ' `v WWF OR FIBERMESH , K S3 �31/� 2"MIN. 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) --JNSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1,4 I WWF OR FIBERMESH 31/2"(min.) - 4" —III=1 —III- ''—IIIII (2) #5 CONT. 1 14 I III I,TI$1-' U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-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 LU D —, �' —III—III—I I is p . g � 1Lf 'III —III 'I (Uj I I�I I I I I I I I D•° (2) #5 CONT. ON 3" CHAIRS 1 /2"(min.)- 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 co E D. — 'II=1IO =—r (TYP.) 8"f 1'4" 8„ 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS K�F WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 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 & LAYOUT DESIGN SEE ROOF PLAN a � . TOP OF BEAM HTS20 FOR STRUCTURAL4yII _LI..L-RLl1r-L1-r (2) BEAM SIZE & 1I a = CONNECTION INFO 8 I_ • • ,. I II 2x4 #2 SYP P.T. FRAMING w/ �I I I III=I I (—III—III MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 "—"'fi:4+ "'— g Z ATTACHED PER NAILING FOR REINF" INFO. OPTION #1 w o SCHEDULE x ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION N � M C E W COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM rn SCALE:3/4"=V-0" S3 SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL MASONRY WALL AND M - O.C. PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. SIZE VARIES PER PLAN co w/ MIN. (2) #5 VERTICALS 00 GRADE 4- IT FILLED SOLID (SEE PLAN FOR 1= — 4' _ SIZE AND REINFORCEMENT) (� _ J=— °. °* I=III=1 I I=1 I I=I' Z W o 1�--II1--1T1--III LU BRICK PAVERS or SLAB PER o oI II ! a COMMUNITY SPECS U) — — — 0'-0" FIN. FIR. — —I I —I — — I =I I FOOTING v I I�� I I _ '- BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD 1NFO. * SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL KN� SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. 13 FEB 0 3 2023 Virtual Review Assist, Inc. Plans Review completed and approved inn compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N LO 00 LO M j Q :. O W 0 z Q to ^` - N L-0 E N 0 0 W a. -c o -% C) r B N Q co C C CO rn •� Q LL O Q N CO M L 0 E v 0. oL LU Q 3 > W0o ZW � JZWWO.2< Q0000 1 of < Q Zx OZ2C, 00090oE00MO WxWZZ >YOZZ0WO 0��W LLC)00 a nZ LL �wI� OQ o 0 UC,Q Y Q o��LL II O O zW O� (n O CCM O Q Lq U) lr�- E — M +00 Z V� z W W O J O It N N O N 1 N 1 0 0 00 LO (0 e- 0 e- O N o N o N N �- N C)O N N CD N C) N O N O N O N N O17 O 6 OO O A 1 CV O C)C)0 c d ' O 0 O O T- 0 I W 0 ' 0 N O O O C) O O O Lo (n z z -zo _ C)'� W WWv) v > O vo�Q _ �— O�a ��//�� V1 O W F=-Q Q Z O- �� '�nco0Z V 0 J Z i-2Z�Q- z z W N O_ z O Q U Ln z z z �Qo Z U g Ov O W � a Z Z z J W04 LAST PLOT DATE >O 0 0 Nov, 30, 22 Z O STRUCTURAL — J DETAILS —MONO