6465 Paden Wheel St - Laserfiche WebLink

Browse Search

V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ V-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". 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 & c (1) LAYER TYPE II (#30) @ 6" MAX FROM END OF 2 x PLATE _ UNDERLAYMENT FOR ROOF (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 Q PITCH >4:12 CHAIRS (TYP.) WWF OR FIBERMESH (2) LAYERS TYPE I OR TYPE II D ° (#15 OR #30) UNDERLAYMENT ° FOR ROOF PITCH 4:12 ORN-:, ° LESS. T II T1I—III I I = I =_' 9 FOR UNDERLAYMENTREQUIREMENTS SEE R905. PRE ENGINEERED WOODTRUSS @ 24" O.C. U.N.O. = =1( I - I12 HURRICANE ANCHOR @EACH I I-�I I= I -I I !=I I I I VI (�'P') VARIES TRUSS (SEE UPLIFT SCHED.) W/ sit � - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB SCALE: 3/4"=1`-0" S3 ELEV. VARIES - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. EE SOFFIT SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STU CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.0 INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. CHART ON FLOOR FILLED SOLID W/GROUT #5VERT PLAN SEE CC/S3 OR 0am4 1x2 P.T. HORIZONTAL 8" C.M.U. TYPICAL G/S3 FOR ANCHOR NAILER BOLT INFO. 5/8'x6' 0. STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON @ 2 x' 6" TYPE "S" MORTAR WALL SEE GG/S3) (6) 1/4"x *USP SPT22 TYP. SPACE ARCHITECTURAL 2x P.T. FINISH ASSUM 1x2 PT WD FURRING @ 24" O.C. il n GRADE 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL U.N.O. CELLS (SEE FOOTING MONO SHOWN D p P FOUNDATION PLAN FOR CLARITY 1x4 P.T. BASE NAILER FOR LOCATIONS) 4"x4" INSPECTION NOTE: 31/4" BASEBOARD PORT AT EACH ) I I I II II I III *FOR BEARING WALL FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ - M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR( - MUNICIPALITY. CURB DUE TO SLOPE -I (=III-III=I I 1=III=III ( - —i i —t 1—III-1 1 1-1 1 ,— — CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION - , W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -0 BELOW GRADE � • 3 SLAB INFORMATION. EXA rI'00 Cl) _ �I—il�—I r L II Z 6x6W1.4xW1.4 D _ _ O0 31/2" WWF OR FIBERMESH 6 MIL VAPOR _ _ 1 ,r - I I - Z min.) 4" BARRIER D , p 4 • • r " ° a GRADE COMP. SOIL. A. - O0 (COMPACTED TO 95% - I MODIFIED PROCTOR III I 111=1 I III ASTM D1557) ��T I (( I I l--I ( I I I EN;FNC 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP, 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) MIN. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 2" DEEP AND 6" BEYOND DOOR TO 5/8"OR 1/2" HIGH STRENGTH `-TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH —� �-TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %- GYP. TYPE "X" @ W12-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7116" O.S.B. CONNECTOR SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/811° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) T (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: i!2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE ELEV. 0'-0" O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR 2„ x6W1.4xW1.4 @24"O.C.) 211 /6x6Wl.4xWl.4 ° o A.F.F. @ 24 O.C.) WWF OR FIBERMESH WWF OR FIBERMESH 1/2" MIN 1/2"MIN a �3 �3 ° ° ' ELEV.-0'-31l2� �_.�..�— • . . a ° ,° A.F.F. O � ° ° a 4 2x4 CONT. a b ' pp�,, ° O , ,• . ° ' •111= �I I'' 3 1/2"{min.)- 4" o ° . ° I I-'� 1/2"(min.)- 411 — "III �— � °_ a N 31/2"(min. - 4" �_�� ° _ I 1 I��, I- 31/2"(min.) - 4" =1(=1 I I • - I �� 1(- GARAGE DEPTH VARIES - I I _ - a _ a g. ' I— 1— ICI 11— I I— l 4" 1'-4" 8" (2} #5 CONT. I - 2 # CONTI T_=. 411 l l ,4I,1 lilt" 811 U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL @ STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP rcC SCALE: 3i4 -1-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-011 S3 GGN(\C�VGJs�� OS�GURE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING QGS-��E NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. D SHEAR WALL REQUIRES 2x BLOCKING SEAMS. �a �N�M� vs @ 0*• 11I G {(1) ROW 2x BLOCKING @MID HGT. 2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C / FOR WALL HGT. s 8'-6". (2) THIRD POINTS NOTE: ROWS 2x BLOCKING @ 3rd PTS STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". T. IN FILLED CELL 7/8X1116" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB {MIN.) @GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"- EXPANSION BOLT @24 " O.C. C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR EPDXY BOLT OR SP SPT22 @ EA. STUD ( MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) s 31/4" TAPCONS 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP SPACE ANCHOR •E 6 x 6 W1.4 x W1.4 WWF OR ] #5 REINFORCING D EVENLY BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 - PLATE FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH M PER MANUF, w D ED FINISHED #3 OR #4 REINFORCING BAR U N .a ° D " #3 8t #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a. a. ° D, r ' D [GRADE 60 MIN. Fy= 60ksi] _! i- I I I I '' • p I I � z ° D FINISH GRADE 25" MIN. LAP [30" MIN. LAP] I ��--— _ °O Uj 6 MIL VAPOR BARRIER =I I I I D ° I -I I=I I - _ -00 R 1 7/8" #5 REINFORCING BARjL-LTI- 11- 04 z —' zHE r #5 LAP SPLICE (2) #5 CONT. 1 ON 3" CHAIRS III= -Ill- - COMP. SOIL. (COMPACTED TO I D ° I -� (- III 36"MIN. LAP [36" MIN. LAP] (TYP.) 8" 1141 811 III=1 95% MODIFIED PROCTOR ASTMI=� 11=1�I- I ICI I 1 10" -,III D 1557) - 11�'rr T�r�rr�rrr-�11 (� 111-1 -I 411 1,�11 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rFN"`l WALL W/ UPLIFT rG CJ"3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N •C 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS a SEE PLAN FOR CONNECTION INFO _ 1 I r Tt- TOP OF BEAM . % & LAYOUT DESIGN - .-. ° • o .• a: a • • . •-�- I; w/ OPT. SEE ROOF PLAN r° E I j-III ° LOSURE -� FOR STRUCTURAL RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND CONCRETE SLAB EXPANSION JOINT _ 14" 13' ._ PAVERS O.H.D. RECESS z O.H.D. RECESS E d r r ' co —J . p'•' I :1_IL1—I I 1=11T „ `A��; • •• ` � I 1=I �I 1= � I � � M '—' I I ,I I ' 1—I�I ' • .. 'A' •` . I � _I I 4n i.. 1 I e00 ll� �' • — r ��II—I1=II a 4�iI - LT�1 •.�• +�..•�.� II III �1�1LI .'.e•'+.'•::•. _�. SEE A/S3 OR J/S6 - _� I —� , SEE A/S3 OR J/S6 WIT111 h� I'll FOR REINF. INFO. 1' „ 1 T R 3" MIN' CLEARANCE P FOR REINF. INFO. 3" MIN. CLEARANCE _ (S 0 / 8 (1 STORY w/ DEPRESSED SLAB OPT.) 1-4 (1 ST RY) 1' 8" (2 STOR V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB Oh ,-011 J CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. a.. a. -31 -♦_ All 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 1 ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 N ' WWF OR FIBERMESH M ILI M 6 MIL VAPOR BARRIER I I -III-III _I I11111 11111 111 I'' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" ��S3 BEAM SIZE & r I I a ,° �T CONNECTION INFO - I 2x4 #2 SYP P.T. FRAMING w! SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. OPTION #1 Z ATTACHED PER NAILING w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL w SLAB INFORMATION. w w SLAB STEP & RECESS S.G.D. M o SCALE: 3/4"=V-0" S3 SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND Ill 1/4"x3" TAPCONS AT 8" PAD FOOTING O.C. 8" MASONRY WALL -, EXTEND FILL CELLS c TRIM PER PLAN TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. T ' `t SQUARE CMU BLOCK BASE, M z 00 —g GRADE o SIZE VARIES PER PLAN M w/ MIN. (2) #5 VERTICALS 0 a • I III—III III I FILLED SOLID _w - - w w BRICK PAVERS or SLAB PER nw o O o z I I = ! a • a COMMUNITY SPECS i 1, l l l I I l 11 I I — BEYOND i it 1111411—III=I (SEE SCHEDULE) EE FOUNDATION FOOTING WIDTH ONC PAD INFO. \� SCHEDULE \ \ \ - --------- TAPERED COLUMN FRAMING jCr ' PATIO COLUMNDETAIL U) CM O Q z a--� LU LiJ 0 w OEC ~ L� OO Lu F- o U (M M C ltI M O O N poll 2 4) C) m s LL +.. aD in a ~ Qo � i ¢ d A ' B D. NC.B D C 'W ,r .fix �a 0, VA Rey N� M �,.K IV)`W °o'Z A O NE5c ff S 1•`O +z f1>F U ''�/�3lllt��a ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings a Florida Building w comply g P Y with the g Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. >t O N z O a) N MO >(j M Q U-) � Ln a Cn V Q C LL Ln CL 0--s Z Ce O. ,M-i 0�0 Q E Z W J d' oZ [u U. 0 Z (A a w co Z Z E W vF- na Z U Z>-QOa U�d 2�ZtuFZ L'gLuUj a U 0 u7 8 = OR W N O t-0z0 O Ln N Ln • • J W d� O Lu QOZ�GW E0z zQ Z zaXQzz LU ", 0 N W WL-L- 6 > � �r„/ o w U.Z 1- 2 LL�O U. Q QO^ }' N NozQ 0 d' <W aQ�� z oN LL g z 0 0- PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 17-4138 SHEET NO. S3 (MONO)