3265 Kresterbrooke Ln - Laserfiche WebLink

Browse Search

00 -M i i 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ 1(O HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ wl (2)16d TOE NAILS @ EACH END (U.N.O.) (OR / GYP. TYPE X @ (2)16d TOE NAILS @EACH END (U.N.O GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH TOP PLATE S.P.F. DOUBLE (10)1Old NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. - J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 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 FITS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL.HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd FITS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 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 NSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •� SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 `�_ CHAIRS (TYP.) " A __ " 0'-0" 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF PITCH > 4: 2 I WWF OR FIBERMESH ELEV. O.C. 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 6 x 6 W1.4 x W1.4 n . ° � (2) LAYERS TYPE I OR TYPE II ° ° ° A.F.F. �� 2" " O @ 24 O.C.) WWF OR FIBERMESH 2„ WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. • . .. ° D ° "' - P- ° , ° a ° °, z a a ° ° ° ° a ELEV. 4-3 1/2" a ° ° ° a O ° ° A.F.F. O �31/2"MIN. �31/2"MIN. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ° - ° ° 2x4 COT. ° ° ° ° 4, ° 1/2"(min.)- - ( �r 1/2 (min.)- 4 �� „ 1/2 (min.)- 4 TRUSS @ 24" O.C. U.N.O. _ I ° a _ ° ° g ° o I ° ° d e ° CV = , ° .. Co 'rT ' ° •• = p ° . CO m 0 �• 12 HURRICANE ANCHOR @ EACH - - I I a GARAGE DEPTH VARIES ° 31/2"(min. - 1 - 31(2"(min.) .41 (NIP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8„ - ° ° - METAL PL. UNDER EA. TRUSS ° ° o g ° - MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT.M4" 1'-4" rrr 8'r (2) #5 CONT. 4" , A 1 811 -�} IN. INSU 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 @STEP K`CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP GpN'(�NVpU .I STRENGTH CEILING EDGE S�GOPE� BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD. B EE SOFFIT SCREWS 7" O.C. @ SHEET 2x STUD LOAD BEARING OR SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. �M�M 10 MAN opus ppNt�N (1) ROW 2x BLOCKING @ MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALLJ 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS 1 @ 6" 0/C \ /' FOR WALL HGT. :5 8'-6". NOTE: 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ rd2PTS SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL Cr �� 7/8 STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB MIN. GARAGE (MIN.) @ PLAN SEE CC/S3 OR LAYERS W/ TOTAL THICKNESS 7/8" OVER 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0!C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK (10)10d NAILS STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6"EPDXY BOLT OR IMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE Ir r•. TYPE "S" MORTAR WALL SEE GG/S3) (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ X SPACE ANCHOR E SIMPSON SP1 " SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] J #5 REINFORCING �� iv BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 w/ 10 10d NAILS ( ) i., r 2x P.T. PLATE FIBERMESH � WEEP SCREED INSTALLED BAR ¢ END OF 2" x PLATE WWF OR FIBERMESH r , ARCHITECTURAL TYP. ASSUMED FINISHED - c PER MANUF. #3 OR #4 REINFORCING BAR w t+ s FINISH 1x2 PT WD FURRING @ 24" O.C. ' GRADE _ _ > ° . z r= LU GRADE 40 MIN. Fy-- 40ksi a #3 & #4 LAP SPLICE - to ° p• - cq (1) #5 VERT. IN FILL MONO OR STEMWALL z = Cn > p. FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] �, - . p .. ��. 1/2" GYPSUM WALLBOARD CELLS (SEE 14N, FOOTING MONO SHOWN I> w U.N.O. N FOUNDATION PLAN FOR LOCATIONS) D p °, FOR CLARITY ° _ _ °O D D I= I=1 I I=1 I I=1 I I=III=� 6 MIL VAPOR BARRIER D ° ° e. r iv z #5 REINFORCING BAR R 1 7/8" W I D D ° 1x4 P.T. BASE NAILER ° III=III=III=III=1 I I=III= ? ° #5 LAP SPLICE 2 #5 CONT. - ( ) m m 4"x4" INSPECTION > ° _ _ NOTE: ° D D I= =� . - I ' ON 3"CHAIRS 31/4" BASEBOARD PORT AT EACH g III -III -I � I-1 I I -I � 1=III- N FOR BEARING WALL -1 r I=III=III=III=1 COMP. SOIL. (COMPACTED TO 36" MIN. LAP [36" MIN. LAP] 8 1� 8 (TYP. 1� " ) FILLED CELL TYPICAL =1 - W/ UPLIFT ONLY _ 95% MODIFIED PROCTOR ASTM 10" MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER cn _ III=1 =1 =I I= I= I 1=III=1 =I =1 = I I=III=I I=11=I =I I =1 1-III-III-III-I 1=III=1 I -I I-III-III=1 1=III=III=III- D1557) 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. Q TO CUT BLOCK OR POUR -'=1-I I_=1 II I 1 I ;III-1 �'- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE iI CONCRETE SLAB W/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"=1'-T S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. L '- r" °, VARIES00 v I `' 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 > 31/2 " WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N . 6 MIL VAPOR ► z min. 4 " 10d NAILS TO TRUSS TOP CHORD FOR TRUSS r M BARRIER c ; D 1 N 0 , a GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO; = COMP. SOIL. ° � v • - ' TOP OF BEAM &LAYOUT DESIGN ad (COMPACTED TO 95% a (1) #5 REBAR w/OPT. SEE ROOF PLAN _ a a ao c <• ° ° MODIFIED PROCTOR i -SC, I �IVCLOSURE (2) HTS20 FOR STRUCTURAL . v - T E _ ASTM D1557) z - I �"I II- BEAM SIZE & _ 4r N d (2) #5 REBAR CONT. 3" IN. CLR. 4 _ CONNECTION INFO F�I M ,' e • - ON 3"CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE MIN. I I U.N.O. DETAIL) ar4P.T. 2 S 2x4 #2 SYP P.T. FRAMING w/ - TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL >r16� o.sT MIN O.S.B. SHEATHING Z ATTACHED PER NAILING SEE REIN / I g�� FOR REINF. INFO. SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-0" S3 w SCHEDULE OPTION #1 1/2" GYP. BD. COLUMN LOCATION SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > w 6x6 P.T. #2 SYP � SLAB INFORMATION. HOLDFROM SLAB 0'-0„ J CONT. BEAD SEALANT W ABU66 SLAB STEP & RECESS S.G.D. rM OPT: DEPRESS SLAB 5Y" SCALE: 3/4"=1'-0" S3 DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ° ° INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT ° • ° 31/2„ SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14' O.H.D. RECESS z -1,'� 13" S O.H.D. RECESS ° GARAGE COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 O.C. PAD FOOTING PAVERS r\ � I CONCRETE IL / 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL .. EXTEND FILL CELLS c M EMBEDMENT @ 12" 0 C W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD � -- v ' ' r ' ' �':•; : •• :.. '. � ..•• STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' - . •- ;. ' _ •• �'' ' - ''. '' :. ' ' •= PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN � •:. • . •� _ •' (MIN. SHEAR 180# MIN.)::: CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS ;o ? a ° '> :. 4" °P •' .• :: °P TENSION 120#) CONCRETE SLAB E _r�, FILLED SOLID (SEE PLAN FOR - __ • •4" - <° = 6 x 6 W1.4 x W1.4 iv SIZE AND REINFORCEMENT) 0 � ;III=1 ° ,• = = = =1' '•: •,' :� ' '•: •,' :� c •= WWF OR FIBERMESH Z w=III-I -III-III-III-I w III=III I I=III=III z ' � ' 1 ' ' _ _ _ _ _ _ ° _ _- - _ i- � 1=I a BRICK PAVERS or SLAB PER O w vwi w = • • • o o =1 1=1 a a- = Z a = - _ • : . SEE Als3 OR J/ss - 1 . • : . SEE A/s3 OR J/ss - I - T3"MIN. -III-=I a 0'-0" FIN. FLR. COMMUNITY SPECS " - - -- I �=1 =1 I=I I=III-I 1 -1 I I=I I I I I III -III- I=1 I 1=I I I =1 = FOOTING j M 6 MIL VAPOR = = r _ - �- - = 1 1=1=1 I BARRIER - - ' 1L 1L t lI -I I=I I-III=1 I 1=1 1=1 1=1 I F FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO. CLEARANCE =III=11-I I - I=11 I -III- 11=III=11I-III=I -III=11 I- BEYOND 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) '-III III III �-1 � '-, � - y:: ; s .• �.:: ; ..: 1=1 i i-I" ' '- PAD REINFORCEMENT 3"MIN. CLEARANCE 1' 8" (2 STOR) 1'-8" (2 ST RY) „ „ 4 4 :.•y .ti :• • SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH ... �. CONIC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD PATIO COLUMN FTG. DETAILrN 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""Il S3 SCALE:3M"= V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. z� z� z� a U)v) (D Cz � w `L, •U - 0 w V) r2f U LU ~ M o m04 a) C', C M C7 U U. o iz- ¢� n$� Q o B D. N Z W yP1z z r W V a Fx ° Z ¢� Umz LU Q1N. c 1�iglyl�r s P •r. ��S ••12 �. 0 kit 131 •'• c 0 fill To the best of the Engineer's knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Resldential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. L E N NAR 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com �aa J n: Uz o H� LU Q L Co �LLo _j z fz k43. Z 06 0 a Ou = Ch Q _ Zo sg2S j � O on fV 1� t�QL Ln LU .WJ W � ~a F F Z ZLU 00 g = r"IO ,--i a cn o SCALE : AS NOTED DATE : 6/19/2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. S3 (MONO)