36560 Smithfield Ln - Laserfiche WebLink

Browse Search

(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 LINDERLAYMENT 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 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. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD U_ x MIN. 2500 PSI CONC. SLAB W a MIN PSI MAY VARY PER MUNICIPALITY. `o 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 Ir. p y ° D °° 2 D ao 6 MIL VAPOR z -' BARRIER 4 I II COMP. SOIL. — 111 I P• • ° III= r (COMPACTED TO 95% MODIFIED PROCTOR TIT TTT 1Ti I I I NOTE: EXTEND DECO FINISH ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" �S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE NCRET SLAB 14' O.H.D. RECESS z 4" T 60 �y. SEE A/S3 OR J/S6 IT FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (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. V 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. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (2) #5 CONT. ON 3" 6x6W1.4xW1.4 CHAIRS (TYP.) co WWF OR FIBERMESH -I 11=1 I �I 11=1 m a I I —III —III —I 11=1 I—II�' /wl' II II I IIII-, TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG G 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 N Cl) ELEV. 0'-0" ° e A.F.F. ., ° e. °.I-A a. a .. ELEV. -0'-31/2" A.F.F. 0 e.° 'e e v a 4 2x4 CONT. o - ...'a� LL ea - �' CV a GARAGE DEPTH VARIES e. GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" S3 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 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.) 2" 31/2" MINir Z o D ° ' O0 � ,-.rT1-�-o •. 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 /2"(min.)- 4" 31/2"(min.)- 4" WJ jll I r (2) #5 CONT. 4" 1' 4" 8" U.N.O. MIN. TYPICAL BEARING WALL 0 STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH -TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" 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 CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 5/8- x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) - NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 3 1/2" MIN. ' 1 p III—Imhl I-' 1/2"(min.)- 4" oo = I —III —I I1- 31/2"(min.) - 4" l 11=III 151 I( III—Tf I=1 I I-T I I— (2) #5 CONT. T 14,' 1 IW� i�Tt 1111, �I I- U.N.O. MIN. TYPICAL BEARING WALL @a STEP rcC SCALE:3/4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING of��E�S�cU NAILED W/ 8d COMMON NAILS @ 4" O/C ec`' 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 �M LOAD BEARING OR INSULATION PER FBC AND ENERGY �o MxNN oos EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE CC/S3 OR N #5 VERT. IN FILLED CELL LAYERS W/OTOTASH PER ASTM C. 926 PLY 3 THICKNESS 77 8" OVER G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL (IF NO UP LIFT ON @ 24" O.C. VERT. OR K.O. BLOCK 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 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] 2X PT PLATE J *SIMPSON SP1 SPACED EVENLY FIBERMESH #5 REINFORCING W/ (10) 10d NAILS �, WEEP SCREED INSTALLED BAR 2x P.T. PLATE w TYP. c PER MFR INSTRUCTIONS 0 ASSUMED FINISHED #3 OR #4 REINFORCING BAR rl /W GRADE D ° . GRADE 40 MIN. Fy= 40ksi =. N ° z_ #3 & #4 LAP SPLICE ° FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] g MONO OR STEMWALL p z M — o D 25" MIN. LAP [30" MIN. LAP] FOOTING MONO SHOWN ° b ' I=III=1 I I _ - W FOR CLARITY D �' � ' ' _ _ _ _ °O 6 MIL VAPOR BARRIER 1 1 I 1 11 D ° 10I I I- _ °° U) ° ' 1-1 I ° I I I-11 �1 #5 REINFORCING BAR R 1 7/8 H I I=1 11=1 I I=1 =1 ; _ I �1T=1Ti Tf Tom_ Z_ I 1 D . 1 I —III —I 11=1 11=1 11- _ _ #5 LAP SPLICE 11 1 • IIIII III III IIII I II_�'I 36"MIN. LAP [36" MIN. LAPJ NOTE: " ° D D _ l I I I1 I I�I�III—I 1 III N —I I D° *FOR BEARING WALL " I=III=III=III=III=1 I I� I T 9 % MODIFIE(COMPACTED D PROCTOR ASTM ' �= 11=III=1I1=1I1= I 1=111=11 10" w/UPLIFT ONLY — — — III III —I 11=III—I I I I �I II D1557) --� #6 REINFORCING BAR #5 STD. 90 HOOK 4" 1'-4" #6 LAP SPLICE iii III I�� FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" 00 — — v SCALE: 3/4"=1'-0" a GRADE (1) #5 REBAR w/ OPT. -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=1'-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13' O.H.D. RECESS N _ r 911III I� •� 4 I 0? SEE A/S3ORJ/S6J-'li�llll,�,lil II,��lil= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 STC, RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALANT INTERIOR 2x sTuos @ 24" O.C. U.N.O. GARAGE ;ONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.C. !MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. ITAGGERED, FROM BOTTOM INSULATION PER CHART 'LATE TO CONCRETE ON FLOOR PLAN MIN. SHEAR 180# MIN, CONT. BEAD SEALANT 'ENSIGN 120#) CONCRETE SLAB 6x6W1.4xW1.4 N WWF OR FIBERMESH Oi e a M 6 MIL VAPOR - - ��1 ' BARRIER „I I „IL , f'i �rllll I Ir i I I -I I1=1I1=1I1=1I1= 4" 4" INTERIOR WALL SLAB STEP NON-BRG rK SCALE:3/4"=1'-0" S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR TOP OF BEAM (2) HTS20 e 2x4 P.T. PLATE 7116" O.S.B. " COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS z W@ w J W o w W Cn 1 , • Oaf 1 SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"0" TAPCONS AT 8" O.C. TRIM PER PLAN 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 COMMUNITY SPECS NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE D —III III I-111=111= I I > lilt till 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 i` WWF OR FIBERMESH r, € p D. - I —1Tf=1 I f=Tf- II III=III-III-' r (2) #5 CONT. -I I I T I I 1=1 I ITL =1 I I, 1 ON 3" CHAIRS (TYP.) 8" 1,�„ 8„ TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 VAHItS 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH e — ci e. ° III1-1I1-III; N_ II M� �' M I l l l —�_I-I I' SEE A/S3/J/S6 - "�-llil ") I g FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm_,N� SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL CONT. FOOTING STEEL 00 GRADE LIj lll=1�I ° EXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING. =_' ' M d ° ° a 4• I- 111=111=' Z= 111=1 III—III�1 I I=1 I I w 0 W U) W I I I=1T_I z 00 EIII— ! ' °a = MZ< I1=1=1I1=1I1=1I1=1 III=III— _ W III III —III —III —I I I-1 I I 11 I —III- ' FOOTING 11-III—III=III=1I II...II ;11I=' BEYOND PAD REINFORCEMENT ' -III-III-I (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 OCT 2 8 022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Ed tion by Debra Anne Klahr PX2300 CNI 00 ja 00 1 W 0 z Q t^o` N LO - E c-0o 0 W L M- ti M M I� ■� cn N V OO2 ua 70_ w i L O 0 2 g O Q � � •N S LU Qq V (^Dw 5 7W L C) V r\ 0 D m LU wLLi F- w -J w��0 xsm,<03�<LU0O�0 Q Q U �aoQz�u.Oz20o��Q O Z LLI W W O Off, m ? v cn a cnww cn �zd QQQpw< WzO��oa LL 8Ow W a O H LL O Z W O� � (n O (00 CcMO Q LO U) LL t1%4_" F- a ch z < >_ 00 Z U w� W J J d' 00 I I I ! O 0 o N 0 N 0 N N M M O Wrn 0 0 o .- N o I I I ' Z O N' o U) W o 0 N 0 C6 0 4 1 i i 1 LO � z~ W Qz O -�-+ W zw 00 1111-0 O W U _U) F— O :) z Oro -� Z F- a�a. Sri = of w < ca = W In N O O zo= w CL M�2 Q O �■ O UaZ gwOf Z Q F- OU a MMO F. W z z z J W M o0 0 LAST PLOT DATE z 0 STRUCTURAL -- DETAILS - MONO