3245 Moulden Hollow Dr - Laserfiche WebLink

Browse Search

t 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON SN1 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (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. SN1 — ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL —TYPE "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND WlAXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c E r>op 6 MIL VAPOR BARRIER j11 D I III= r COMP. SOIL. I (COMPACTED TO 95% �-II III MODIFIED PROCTOR III III I r I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = VI S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB PAVERS 4—jrO.H.D. RECESSIT SEE A/S3 0R J/S6 J -11: 111F, I I I ,Ili i h FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 18" (2 STOR 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 ° I -I 15-, I -I -III-III 1Tf I I„I I I� II II I ICI (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. �, 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE E N 6x6W1.4xW1.4 *= WWF OR FIBERMESH ��ilt`lrlrl�rllli TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT r SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 FOR ADDITIONAL SLAB INFORMATION. 8"16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. 0'-0" OIL ° 4 A.F.F. d. . d ° a` ` ELEV. -0'-31/2 _ a ° a Q O .-.d' .'a f d d° °. d G O d.a; AV ad°.. a 2x4 CONT.'' d.. ...'° '.a'° A.F.F. O LL dCD 0 ..°. Q Ad ° N d GARAGE DEPTH VARIES a ° °... 4. . GARAGE SLAB AT STEP rB SCALE: 3/4"=1'-0" S3 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 N #5 VERT. IN FILLED CELL GI FOR ANCHOR BOLT INFO. 5/8'1 "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 IN FOOTING MONO SHOWN ; p °; 00 ' o' FOR CLARITY ° Z NOTE: *FOR BEARING WALL W/ UPLIFT ONLY — I 1=1 11=1 I I-1 I I-1 11=1 11=1 11=1 I I-1 11=� I I� 11=1 11=1 11=1 I =1 I I- 11-- FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" c TO.H.D. RECESS •E M Np' _ - .: f °' .N CO)d.' .. �11=I F I�I11-1', ° t -III-III n _op I-1 11=1 SEE A/S3 OR J/S6 --- _1l i i 1 1,=, ,J--, , I i 1_ 3" MIN. CLEARANCE FOR REINF. INFO. 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 7i16" 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 5/8"OR 1/2" HIGH STRENGTH J (U.N.O.) (OR %" GYP. TYPE 'I @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR i 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.) 211 �31/2" MIN. i D D' 00 u a . 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. > V-6". INSULATION PER CHART ON SN1 USP SPT22 CONNECTOR 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH I - `II I-1 f�f=_ITI-ITI (2)#5CONT. l� IIEE II4' 1'II,;,III ,I III' U.N.O. "4 MIN. TYPICAL BEARING BEARING WALL 6@ STEP @ SHEARWALL@ SHEARWALL "SHEAR WALL" SCALE: 3/1 L� ALL LATH AND LATH ATTACHMENTS TO \ QGs BE OUT OF CORROSION -RESISTANT MATERIALS ,IS M�NN�o s \ G -2x STUDS @ 16" O/C J - INSULATION PER CHART ON SN1 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 HOOK DETAIL 3RD LAYER 1/8" THICK. 0 K.O. BLOCK 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 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. > T-6". —INSULATION PER CHART ON SN1 --USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH -I 00 31/2"(min:} - 4" =1 I I -I I -D ° °D • I I �fTI I �MITf I� (2) #5 CONT. 4"—i U.N.O. MIN. -USP SPT22 @ EA. STUD 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING -WEEP SCREED INSTALLED BAR PER MANUR #3 OR #4 REINFORCING BAR P GRADE 40 MIN. Fy= 40ksi ° ° _ z_ #3 & #4 LAP SPLICE _ -0 p FINISH GRADE °O 25" MIN. LAP [30"MIN. LAP] (GRADE 60 MIN. Fy= 60ks1 —1 1= —I Ito 6 MIL VAPOR BARRIER -1 I I III 1> c ° I =1 I E I I I=III=_ - R 1 7/8" ' 1=1 III -I I I=1 I I —III #5 REINFORCING BAR —� I I I-III-1 LI-11 I-1 11= C Z ' I I I I • I I I -I I I—� —� �_� 051 AP SPI ICF COMP. SOIL. (COMPACTED TO 1111 95% MODIFIED PROCTOR ASTM �— I I-III=1 I I=III=1 I I=111=1 I I' D1557) I I „III, �,III„III„I I Ii „III,;, 4" 1'-4° TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4' 1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 112" FROM SLAB 0'-0" 0 CONT. BEAD SEAL4 INTERIOR -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � d 60 E_ I I _ �r11� M 6 MIL VAPOR BARRIERMAI 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 6x6W1.4xW1.4 N WWF OR FIBERMESH c ° 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. 13 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" - GRADE V °° I =I_I_=1 I r-1�111-1 11=1 I 1=1 #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FIBERMESH N M 9' .a .°'. .. iT-ft1- TTT a ° i I-� 111=1 G f Iillllll„ �iil m IIII . I ° 4. I' "' I I II= IH. 8" SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-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 0 D w U 6CL D w °' a (2) #5 CONT. =1 I I I I I ON 3" CHAIRS 8 (TYP.) " 1'-4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. _< 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > T-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 r M , °. D . 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" �S3 MASONRY WALL AND11 PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. Q ' 00 gRADE a - ° r> _ .'d. w7. I I� I I'° a ,• i� I I=1 I �I 11=1' jr w U 0�'_ ��I • . a..l II II-111 - Zz w d C'! — III- I I ILL I C-II-1I I ra 1 �I 111=111-11� OOTING 0 I II I II I� �11 11-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 � Q UJ � w 0Zw wa❑ w a '` C) 0 waw w _ F- 04 o W w O zp� 4 o .- UU wZu F - f tV r o JqtT'/A , awe p N ib w., Z ui o o U. , w l}L p p � i s'oF _ HOw mow= x x �'�y _ •' _� o lupl- a w . r•,t Mzx g lof _w� " 1=-� Q 0 cMN b a� E t o C W 5 0 8 n� 0U-8 mQ Z U6 a .N V ui 0- 00 E M O1 a 'a W W �LLI ( w�Q w�-A wOF- WWEYZw Z o W Q Q U w02_j¢o¢w 0) w_jo = O QJ Z, LL Co ¢uy0OL O Z m O 0~¢ I-- �W�WOZOWOO�mZ= Oa�<nwwLu5nwit¢0�_j U 0 Z to LL -'¢¢OwQ55zwzOwUoa �g-w g_H-� �w6mU ¢ OQ O =O o¢zga I- ¢ , i O N Z 0 I-- (= O 0 Q V) M O Lo U ti LL Q W Q LO 00 0 Z H W W -j C) CO N to M 0 N 1 O 4 N O O O O °' -: `W ' �/ Z Z O C:Wwcn V��o O O W_W L �_W Q =m=Z W LLJ �3J � T Z w C) aZZ :5OgMW 0 Z Q r z Q O • • Z ~ U U a Oo W � a Z Z z IT W C,4 o LAST PLOT DATE >M . Oct. 10, 17 " O STRUCTURAL J i DETAILS —MONO