6341 Ten Acre Ct - Laserfiche WebLink

Browse Search

(2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 -1 VARIES TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF /��7/16" 0 ' S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESAIII__� INSULATION BAFFLE 5/8" OR 1/2" HIGH 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 FLOOR PLAN 1x2 P.T. HORIZONTA NAILER STD. 90-HOOK (SEE DETAIL) 1x2 FIT WD FURRING @ 24" O.C.-/ 1/2" GYPSUM WALLBOARD U.N.O. 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD MIN. 2500 PSI CO MIN PSI MAY VARY PER NC. SLAB MUNICIPALITY. CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR "FIBERMESH" Cl) 6 MIL VAPOR BARRIER :ij t> COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557)_/ 3" MIN. CLR. (2) #5 REBAR CONT ' ON 3" CHAIRS TYP ' V-4" (1 STORY) U . N.O. _/ 4" V-8" (2 STORY) TYPICAL WALL SECTION SCALE: 3/4" = V-0" ALUMINUM DRIP EDGE LUMINUM FASCIA 1 %2"' N. 0. 2x SUB FASCIA \--SEE SOFFIT SHEET 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL PE 'IS" MORTAR ARCHITECTURAL ,,-------'FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) CV) (n U_ Er Uj a- m LO 04 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL AT GARAGE, CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE 00 04 NOTE: EXTEND DECO FINISH 4" to 6" BELOW GRADE STD. 90 NOOK (SEE DETAIL) �rA OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS--\ 'T 00 SEE A/S3 OR J/S6---`_IL1F� FOR REINF. INFO. L 3" MIN. CLEARANCE 1-4- (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1 '� .8" (2 STORY) I GARAGE DOOR SLAB RECESS rjT� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S 3 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.) �1 qiilal�� jjj�� I 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) .1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. - 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E .6 x 6 W1.4 x W1.4 WWF OR FIBERMESH Cl) 1 8" 1 - 1 -:r - -_ ''L 81 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT KGG SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" � S3 LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLTINFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (110) 1 Od NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. 0'-0" A.F.F. 4- ELEV. 4-3 1/2 ICU .4- 4 A.F.F. 2x4 CONT ILL 44 4 C> 4 04 4 GARAGE DEPTH VARIES 4 GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y8" GYP. TYPE "X' @ BLOCKING @ 12" O.C. wl (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 "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" 0 ' S B SHEATHING REQ'D. FOR ALL x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1 U-0- (R302.1 1) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8- x 10" "J" BOLT @ 24" 0 ' C W/ IMPSON SP1 w/ (10) 10d NAILS 2"0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" x P.T. BOTTOM PLATE O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24- O.C.) 2" F OR FIBERMESH 3 1/2" MIN. 1/2"(min.)- 4" 00 3 1/2-(min.).- 4". 1 IF, I gi, I L L (2) #5 CONT. 4" 114 8-1 U.N.O. MIN. TYPICAL BEARING WALL 0 STEP 0 SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-101" k e% P% A 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR Y8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8- x 10" "J" BOLT @ 24" O.C. w/ 2"x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"xl 2" TITEN HD @ 24" O.C. OR 5/8"xl O'WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS - 1111110111 5TA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W1 8d COMMON NAILS @ 4" O/C ?r-s- /-2x S.P.F. S S 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STLIDS@ 16" O/C INSULATION PER FBC AND ENERGY 8" C M U FORM SUBMITTED WITH PERMIT //1-1"xPT S TUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 CN LAYERS W1 TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3116" 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/ 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 C14 SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED I . -.-Ijelle IN---. x BAR 2x P.T. PLATE X X , I � . I . . ASSUMED FINISHED PER MFR INSTRUCTIONS "'N-#3 OR #4 REINFORCING BAR �GRADE jt4 #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40k�ij F 2� co FINISH GRADE 25' MIN. LAP PO' MIN. LAP] I - 60ksil GRADE 60 MIN. Fy t . - t>. A AP A 00 6 MIL VAPO BARRIE R t> �1. C? I R 17/8" ----#5 I> I I= 2� =71UTER I I;=W I I I I- REINFORCING BAR #5 LAP SPLICE CN 36- MIN. LAP P6' MIN. LAP) UVIVlr-. OUIL. kkVIVIr-P%U IMU 1 U 95% MODIFIED PROCTOR ASTM -1 IIF=_II II= -1 11 III 1- 1111 1 D1557) -1 111 1 - 111 '',11 :11 F�I I F:;;-;l 11-11 !�=�11 11 If=1 I F;-__I I 1=1 I I=-' 4- V-4" =1 I Pi7TL1_1r_r_r_I _1jTjI1I _FT-fi FRAME WALL TO C.M.U. . WALL CONNECTI i: ON rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"--, 00 SCALE: 314"=1'-0" GRADE 1;-_ LILt-7.] I 1=1 I I= '�EBAR w/ OPT. __(1 #5 MIN. TYPICAL THICKENED SLAB EDGE SCALE: 3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT - 13" O.H.D. RECESS C14 fit 1-1 -4" I IT-11 SEEA/S30RJ/S6` -111111 11 11 11 lip - FOR REINF. INFO. 13" MIN. CLEARANCE V-411 (1 STORY) V-81112 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. \1 S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BID. P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB 0101, 0 CONT. BEAD SEALM INTERIOR 4' 'Aw ;ONCRETE NAILS W 1 1/2 '.MBEDMENT @ 12" O.C. ;TAGGERED, FROM BOTTOM ,LATE TO CONCRETE VIIN. SHEAR 180# MIN. ENSION 120#) CONCRETE SLAB-,-" 4d 0? Cl) 6MILVAPOR BARRIER 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. 3--INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT _71 6 x 6 W1.4 x W1.4 & WWF OR FIBERMESH Cn A 14" 14" INTERIOR WALL SLAB STEP NON-BRG . ��K SCALE: 3/4"=1'-0" � S3 ( 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" (R302.1 1) ---4NSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10) 10d NAILS x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 4M _Z W (2) #5 CONT 8" U.N.O. MIR-7 TYPICAL BEARING WALL @ STEP SCALE: 3/4"=lt-O" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX AFROM END OF 2" x P TE 0- Cn 16 a. 6 LAP SP REBAR DETAILS F� SCALE: N.T.S. � �3 FRAME -DOWN FALSE BEAM w/ (3) EE PLAN SEE ROOF PLAN 1 Od 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 /-2,,,4 P.T. P TE COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING U) �y 0 SCHEDULE jr < > < U>j SEE PLAN FOR STRUCTURAL :� Uj COLUMN SIZE AND BASE 23 UJI Uj CONNECTION INFO. U) QC:rHDr_ ') A D T QTU DI ATC SEE DETAIL 16/D1 FOR wl 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./iih COMMUNITY SPECS 0 SCALE: 3/4"=V-0" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 1/2., GYP. WI3 (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH cl) C? (2) #5 CONT.-f I --I I p- ON 3" CHAIRSL (TYP.) 8,, ,_4,, 8.1 TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" � �3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH 4 �Ei I r�j I 1;=j I I- III- H- 11-7 0? E CNI TH 7 T. '7= SEE AIS3/J/S6 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (@ S.G.D. Ile'M N SCALE: 3/4"=V-0" 1,,,13� MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD z CONT. FOOTING STEEL::j MAT REINFORCING. Q Cl) z A 00 GRADE 4-. 'd A LU _j D W LU 0 0 a- yj LLJ U.j z 0 W U) am: 0 0 A.. ILL 0 m U, - - - FOOTING _j BEYOND PAD REINFORCEMEN 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL � �N SCALE: N.T.S. � S3 OCT 18 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th '' n by Debra Anne Klahr PX2300 0) -NN J C)C" LO 00 U) �J, A iu, I 05 < Cj 'A W 0 -T. W z (1) 10 E 0 0 o c4e) CN Q 4- 14 C's U00 Coll) C: 4) -=- 2 2 D 0 2 0 7Z)- G: 9 0< U < U) u Lu a_!;� 0) E" C cv) C) co rz, C3 z ao) -0 CL W W 0 W Lj W 0 Ill �_ W _j W 2 �_ 0 W �- < X �:� I<gyzl z W92,<0�.W,),0010_j0 0 -F- 0) 0 z 2 0 0 <D081zW_tW00M9z �L 00 a In w w L:) z 0) W a. > (D LU W W U) < (9 (L Z 0 �_ Z ILL 5 0 0- 0 z _j z 0 W 0 Wz 0 CL < LL ow D y 5 W a z LL < 0 9 < < C:) 04 z 0 z IUD k_.? C) F-�_ 01 U) 01 U� W < Lq F- IM CL CY) z T- oo z C) F_ z W W C:) C:) CD CY) C-4 N C%J C> Q C3 C14 CD Z4 C) ce) C3 CD CD 0 LU L0 LO > N! Cl) 00 Z Z W 0 00 CF) 0 W 0 z z 000 W (.) 0 Lo -0 F- 0 :D z 5; 0 UJI 0 L-i z lx�< a- < C:) F- (L W3:m W < LU Ln TZ W � co Et W 41- 0 W z0z: W >_ Q_ >-MU) < F- 0 0 M§M za�o z 5 LU ir n_z U_ 3e. z z < F- C.) 4� 0 0 CL Cn z z z W W _j CD 04 CY) C) > LAST PLOT DATE . III z4_0 0 STRUCTURAL -J DETAILS - MONO