36053 Stable Wilk Ave - Laserfiche WebLink

Browse Search

�_ 1 t _. 11 �_ - 101 1 1 ■ � .1 I -. ____ _ 1 ■ '1� 1 1 1 12 (TYP-) VARIES (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR GRATER & (2) LAYERS TYPE 1(#15) OR TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH BETWEEN 2:12 & 4:12. PER FBC R905.2.7. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON SN1 FILLED SOLID W/GROUT 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. 1x4 P.T. BASE NAILER 31/4" BASEBOARD MIN. 2500 PSI CONC. SLAB CIO MIN PSI MAY VARY PER MUNICIPALITY. CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR "FIBERMESH" c E T=11=J=fill co) D 6 MIL VAPOR I I D BARRIER COMP. SOIL. 1 ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION tASCALE: 3/4"= V-0" OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14" O.H.D. RECESS Z iy -- J a 4" II e op T I I� +` .IIF .� 1111 SEE A/S3 OR J/S6 -- -I j I 11111 I I_1 1„ I I 11' -I'T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR 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.) D ' �f-l- II m It> I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE E N 6x6W1.4xW1.4 r WWF OR FIBERMESH I `' ° . 1�1 - E1 11@A11'�1' TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rGG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE:3/4"=1'-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK c ELEV. 0'-0" OL o A.F.F. A a °.. a '' a . ELEV. -0'-31/2" z A.F.F. o 2x4 CONT, o- ' c U- ° . p CN ° GARAGE DEPTH VARIES ° GARAGE SLAB AT STEP rB�'� SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR Zx STUD EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR i`vV #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 *USP SPT22 TYP. (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY r 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN00 FOR CLARITY ° D ' ° I� 11=1 11=1 I �I 11=1 II °t. NOTE: g ° III-1 I-1_TI-1 I I-1 ICI I N *FOR BEARING WALL I=III— I I —I I 111=I11 r W/ UPLIFT ONLY — — I-1 I C I I�TI=IZT---= I— I—T� I I-1 11=1 I H I I---TI f=• I FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 171 13 O.H.D. RECESS T M ' c Ch °-' .. _ 1-1 —I� I II=III :'• ' I I -I I I —� SEE A/S3 OR J/S6 11F, 1 I I I 1 i 1111 l I l 11 �' FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC iRY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. S3 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" V GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" O.S.B. I j 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"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �31/2" MIN. b . D ° P •' c TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON SN1 USP SPT22 CONNECTOR 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 31/2"(min.)- 4" I I=1 ( I I 11=1 I I- -I��I- - (2)#5CONT. � �I 4 1-4 8 U.N.O. MIN. TYPICAL BEARING WALL as STEP an SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" �Oos�G 112" OR 7/16" OSB MIN. PLYWOOD SHEATHING ALL LATH AND LATH ATTACHMENTS TO �s't1E NAILED W/ 8d COMMON NAILS @ 4" O/C BE OUT OF CORROSION -RESISTANT BOUNDARIES, 6" 0/C EDGES, AND 12" 0!C FIELD. MATERIALS SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. MAN o� (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C THIRD POINTS I INSULATION PER CHART ON SN1 "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 HOOK DETAIL 5/8"" x 10" "J" BOLT @ 24" O/C W/ 2"°X 3116" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 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.) 31/2" MIN. TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON SN1 —USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH go 31/2"(min.) - 4" =1 I=1 I ICI —I c I (2) #5 CONT. 4■ I I I—I� I I h 111811= U.N.O. MIN. FIBERMESH #5 REINFORCING 1 EEP SCREED INSTALLED BAR — c PER MANUF. #3 OR #4 REINFORCING BAR D . D GRADE 40 MIN. Fy= 4Cksi N ° z_ #3 & #4 LAP SPLICE ° p FINISH GRADE °O 25"MIN. LAP 0"MIN. LAP][GRADE 60 MIN. Fy= 60ks7 -0 [� 00 6 MIL VAPOR BARRIER -I I I D ° ° 11� 11= 11� I —_ R 1 7/8" I I I� I I-E I—. #5 REINFORCING BAR I II—III—II1=11I—III r ' 1 I I •' I I—� I ]—I I I —I w COMP. SOIL. (COMPACTED TO I I II I ° a - — 11� 95% MODIFIED PROCTOR ASTM D1557) I I I II I I I I �I IJ 1 11— 411 TYPICAL EXTERIOR FRAME WALL FOOTING 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 0'-0" J CONT. BEAD SEALANT 'dLINTERIOR 2X STUDS @ 24" O.C. U.N.O. A. GARAGE CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB E = 6x6W1.4xW1.4 M WWF OR FIBERMESH00 cn c F_ iv III ° ° 6 MIL VAPOR — I 11= I 11=1 11=1 11=1 11=1 I I BARRIER —1 I I I 1111 111 I I 411 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" co ° I� I_I_- FEE I I 11= I I I I �I="I ICI I I II 1 I ( ) ' I11 III— I I I I� I I I SCREEN I I I 111 I I I I=1 I I I 1 11 1I- MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 GRADE -1 #5 REBAR W/OPT. 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH N T •C M G d ° III III; II II II I Ir I I II I . M 1.II I' —___ 1111 SEE A/S3U/S6 - 11 1i,�--rl I 111 "� I8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 1/2"(min.)- 4" TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=l'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE � D w a 5 1— co —I I I I 1 I I=1 1 I- #5 CONT. =1 I H 1 ON 3" CHAIRS 8" 1'-411 (TYP.) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". -1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. -5/8'~ EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH CM 1 81, I I-1 I rr' II III=111=111=' I TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. M coGRADE a ° . w —III-1 I I-1 I I-1 I I Lu oo`n= I I�II�I Zz • °• LL U ° ° OOTING -J 11=1 I I I=1 I I=1 11=1 I I I— U I11-I1�I I W I I I I ...I 11-1 I I=' BEYOND PAD REINFORCEMENT ' -III—I 11—III—' '- 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 V/ 2 1.1 ~ U of W 11 wa a r` C� L3LI (L a p = ~ N N wC)0 gW J aW�a `-m .., °° =z Z 0o .N. aI,_Zp �oW I— r dZ , z- w LL Lu 0 f p p}pZ=Z W w2mp `Q�' ' `'� uj =w~� -p?sm __' HF- (/A� //W�, E C %O r2 U M C4 } M N V _0_0 00 O.)A� Ccn f >` z p � W ° 0 2 8 a: c �.0 U 0 < dg V w Q:;� s` o E M rn a ) W Ww wa °�wwUOoo W °W� Qz zW WV Q Z-) CxJLL �,�c-JQMQQi moz (y O O cn O� Z _j Lu (9a;zYOZz-o<0 a$W°Q�= a' mwama a wa O maw i O 04 Z w 0� > (n O O1.4 Q M <�('M < >- <co ~ Z W Jc:) (O lot (o 0 CV C6 N O N O 0 > L0 O Z z O � Wwv) Q Uo[:o W uj W VJ i U ZW~a H w I..L z aV t Z 3 J / C Lu 0 aZZ r- w Og2W O ¢ M U�Z� .. z cV �Qo se Z U U a M0 W a z z CN a Co LAST PLOT DATE May. 23, 17 O STRUCTURAL J 1 DETAILS -MONO (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 4"x4"INSPECTION PORT AT EACH FILLED CELL TYPICAL AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE a NOTE:EXTEND DECO FINISH 4" to 6" BELOW GRADE I� N