6652 Wagon Trail St - Laserfiche WebLink

Browse Search

i 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8OR 1!2 HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %8' GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TOP PLATE BLE WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR V2"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. (1) ROW 2x BLOCKING @ MID CONNECTOR U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'4'. (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. _ J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTSJ 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD INSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK SP SPT22 CONNECTOR "J" 5/$"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (1) LAYER TYPE 11(#30) N (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 *-E::3 CHAIRS (TYP.) " A `"' 0'-0" 2"°x3/16" PLATE WASHER (TYP.) „ (ALT: 1/2 x12 TITEN HD @ 24 2x P.T. BOTTOM PLATE ALT: 1/2"x12" TITEN HD 24" ( @ 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH I I ELEV. OL O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 O.C. OR 5/8"x10' WEDGE ANCHOR 0 ° PITCH >4:12 (2) LAYERS TYPE I OR TYPE II ° A.F.F. @ 24" O.C.) 2" WWF OR FIBERMESH @ 24" O.C.) 2 11 WWF OR FIBERMESH ° (#15 OR #30) UNDERLAYMENT UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. _ °' ° ' IplfFr I I I -I I - Irw,_ I IP •- -r ° ° ° a ° z ° ° ° ° °°aELEV. -0 -31/2 ~OFOR ° ° °a ° ° ° ° A.F.F. O 31/2"MIN. 31/2"MIN. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24 O.C. U.N.O. -I I -I 1 r I I- ° ° ° ° 2x4 CONT. ° ° ° o ° ° ° ° ° a ° g ° ° `� , ° . 1' I I— IT 31.2 (min.)- 4 O° -rT1 , •. - ,� I- „ „ _ p ° •1/2 (min.)- 4 ° • gl,-g 12 HURRICANE ANCHOR @EACH -I �I I 1 I I` ° a ° ° ° ° GARAGE DEPTH VARIES ° a 31/2 (min. - 4 11 I=1L = I I a l l� ) 3 1/2" m n 4" —I ( ) - (NP•) VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS 8" ° ° a ° ° ° ° -1 �� I 1 �I- - I- i j� 1- I I IN _I - I I I I I , ° ° g �I , 'ITTI MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. „ „ 4 1-4 8 (2) #5 CONT. 4 1-4 g MIN. INSUL ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C U.N.O. TYPICAL BEARING WALL @STEPrcC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" 53 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2"HIGH ALUMINUM DRIP c oNt"��oJs y STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING Pcs �`Eo GYP. TYPE X @ GARAGE W/A HABITABLE ROOM \12'.N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) WIDRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. M�N��o s �oo"oN��N (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8 C.M.U. (2) ROWS IN 2x BLOCKING @ 2x STUDS 16" O/C @ THIRD POINTS / FOR WALL HGT. s 8'-6". (2) NOTE: 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING 3rd PTS SEE SECTION C/S3 FOR @ FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" "' „ „ „ „° METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. x 10 J BOLT @ 24 0/C W/ 2 X 3/16 CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIDE IF APPLICABLE. USP SPT22 CONNECTOR NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE 3RD LAYER 1/8" THICK. PLATE WASHER TYPICAL K.O. BLOCK 5/8"' EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 1/4"x31/4" TAPCONS () *USP SPT22 TYP. SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N c.l 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH M , ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24' O.C. ASSUMED FINISHED j GRADE - PER MANUF. v . ° . N v z_ #3 OR #4 REINFORCING BAR o GRADE 40 MIN. Fy= 40ksi =� #3 & #4 LAP SPLICE — ° „ (1) #5 VERT. IN FILL 1/2 GYPSUM WALLBOARD MONO OR STEMWALL ° z Cl) - _ - , o. FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a 25" MIN. LAP [30" MIN. LAP) _ I�— —_ — • _ I L CELLS SEE U.N.O. ( FOUNDATION PLAN FOOTING MONO SHOWN o FOR CLARITY o °° D °O =III=1 = =III=III=i ' ` - 6 MIL VAPOR BARRIER o ° I - - I I O° °. I Ti Uj R 1 7/8" `� FOR LOCATIONS) 1x4 P.T. BASE NAILER ° D - - - - - - D ° III —III= = =III=III- ? I _ - z I ( I—�TI— - N M �� I #5 REINFORCING BAR #5 LAP SPLICE I f (2) #5 CONT. 4"x4"INSPECTION 31/4" BASEBOARD PORT AT EACH ° pD ° ° =III=III=III=1 I I=III=1 NOTE: g III= I=III=III=III=1 I- N *FOR BEARING WALL =i r I • L _I - o ° - - I COMP. SOIL. (COMPACTED TO I _ I�� 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS 8" 1'-4" $" (TYP') FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB =III=III= -III= _ W/ UPLIFT ONLY o _ I 95 /o MODIFIED PROCTOR ASTM I -I I I I - 10" M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER cn =III=III=III=III=III=III=1= -III=III=III=III=III=1 -III=III=1 1=I 1= I -III -III=) =1 1=I 1=III=1 =1 =1 I= D1557) 4" 1'4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR #s LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE -"'-� � �-� � �-"'-' - CONCRETESLABW/6X6 a NOTE: EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/UPLIFT rG W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3!4 -1 0 53 SLAB INFORMATION. SLAB INFORMATION. 00 N t ° ` ep I co 6x6W1.4xW1.4 SEE PLAN VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 oo - -r 31l2 WWF OR FIBERMESH " FRAME -DOWN FALSE BEAM w/ 3 () ROOFLAN S.G.D. (U.N.O.) WWF OR FIBERMESH ct 6 MIL VAPOR > - z 1 min. 4 10d NAILS TO TRUSS TOP CHORD OR T M BARRIER 4 p • �, e _ ° " ° v GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO a _ COMP. SOIL. ° O° - - - - - & LAYOUT DESIGN ° ° .. - TOP OF BEAM (COMPACTED TO 95% _ -rT ITi TTf—T T (1) #5 REBAR w/OPT. SEE ROOF PLAN _ -- .e °' n C III IIWII MODIFIED PROCTOR ASTM D1557) _ I-ILI-I-,- I , I L - I-Ilfr-LgNCLOSURE '- ' � r III —I I I I - FOR STRUCTURAL BEAM SIZE & ° A = I— I '' - ,-- ="" m+ � a 3" MIN. CLR. 14� II A (2) #5 REBAR CONT. PLATE CONNECTION INFO r, 8 _ ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 NOOK (SEE MIN. 7ns•• I I _ U.N.O. DETAIL) o.s.e. 1 2x4 #2 SYP P.T. FRAMING w/ I I , T-I SEE A/S31J/S6 - TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING 8" FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE. 3/4 -1-0 S3 COLUMN LOCATION w O � SCHEDULE OPTION #1 1/2" GYP. BD. > > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x SLAB INFORMATION. 2" HOLD GYP. BD. g w rM 1/2" FROM SLAB Uj SLAB STEP & RECESS S.G.D. 0-0 1, 0 CONT. BEAD SEALANT SEE FLOOR PLAN FOR OPT: DEPRESS SLAB 5Y" DEEP SCALE: 3/4"=1'-0" S3 AND 6" BEYOND DOOR TO � aF STRUCTURAL COLUMN SIZE RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND ° • ° INTERIOR 2X STUDS @ 24" O.C. U.N.O. & BASE CONNECTION INFO. MASONRY WALL AND CONCRETE SLAB EXPANSION JOINT .-. ° ° 31/2„ 111 SECURE 2x4 P.T. BTM. PLATE 14' O.H.D. RECESS 13" O.H.D. RECESS _ F GARAGE w/ 1/4 x3" TAPCONS AT $' PAD FOOTING PAVERS z r; CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. O.C. 8" MASONRY WALL EXTEND FILL CELLS G .r CO N EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TRIM PER PLAN TO FOUNDATION PAD E ° • .. • STAGGERED, FROM BOTTOM INSULATION PER CHART CONT. FOOTING STEEL MAT REINFORCING. --Till�: •. •.:� • : " - _ - -�1- �• ".' . ' - - PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT `r SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN r, ? GRAD a ° . �� .... 4 ( oo ..:• �I d• :. j oQ •.;,.•,. „ :4 r TENSION 120#) CONCRETE SLAB € v _ w/ MIN. (2) #5 VERTICALS - - - � = =1' �� - r. - III=1 _ °� 6x6W1.4xW1.4 N � J _ a• 1= 11= '• •, ':� I .'.. •. :�' - �_ ° T WWF OR FIBERMESH '- FILLED SOLID Z W - I= -III=III=III=I w - = BRICK PAVERS or SLAB PER 00 = -III- ! • °• - - - z sEE A/s3 OR J/ss IT_IT -1 11 - l l SEE A/S3 OR J/S6 -I I T. 11 III I11 ° 0'-0" FIN. FLR. COMMUNITY SPECS - M 6 MIL VAPOR - i'� - I- _ —=--I=1=1 — - - �'' =1 I III=1 =1 =1 =1 1=1 - I—I=1=1=1=1=1=1—_; III = 1= =III= I III= =III- FOOTING FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER -= —I -III=III= = _ v 1=III=III=III=1 -III III=' BEYOND „ 1 4 (1 STOR ) ! 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) 1-4 (1 STORY) III III III ) -- _ ; ..'' •'• •' • "�' • '�, PAD REINFORCEMENT _ 1=1 1=i 3" MIN. CLEARANCE SCHEDULE) 1' 8" (2 STOR) V-8" (2 ST RY) 4„ 4„ �.•y :� SEE FOUNDATION (SEE FOOTING WIDTH _ .* • • . ,�. CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J.1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING rCD12NPATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 sCALE:34"-'-0., SCALE: N.T.S. S3 ADDITIONAL INFORMATION, ADDITIONAL INFORMATION. 0 _� Z CI z� CL- V) CD -1 w �U — 0 w E o 0 �(V) mI- U M & W C Lt5 M O U Q�Cp) LL 00 rn Ql� 0 Q ¢ �i 6 Al I MID. 4 e`' t : Q�� W/ci �s cliZ Y �✓ C (� W j M O ' J •-l.L d • a Z� .l•., �i CPA. LU IWIj--8. U42 t To the best of the Enginee . ft,j�I�g %14 ,on, and belief, the structural plans and 4d2 %i tibns contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z r4 OWN H U.) re) O M a v •L rI H"'�. U � ^ 0. 00 Q Uz E Z WJo� �O d' oZ W1 Lu 2 d Q d U O 0 �zU0 �Zz I.IJ a o 1.0 Q g� O 0 0*1 06 I� z 43 ,--I 0 Z U _ un Q z a � ow o CD J ko =5 wOO� ova 0 NO A 1` LL IS w O J a IN a Z W n W a o J L ri IJ J LI Fa- Z o $a~ M Q Z ��Z Ln C) Z Z Rz o COop O g W = �w ,� a V) SCALE . AS NOTED DATE : 12/28/2017 TECH: ERAND VERSION N0. 2v0 SHEET NO. S3 (MONO)