3160 Lytton Hall Dr - Laserfiche WebLink

Browse Search

FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 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. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 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 7l16" 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 ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN U.N.O. CELLS (SEE FOUNDATION FOR ix4 P.T. BASE NAILER 4"x4"INSPECT 31/4" BASEBOARD PORT AT FILLED CELL MIN. 2500 PSI CONC. SLAB M AT GARAGE MIN PSI MAY VARY PER � TO CUT BLOC MUNICIPALITY. CURB DUE TO CONCRETE SLAB W/ 6X6 W a NOTE:EXTEND W1.4XW1.4 WWF OR = "FIBERMESH" DECO FINISH � BELOW GRAD 'E , L `° � 6 MIL VAPOR �_ BARRIER P �� p • a N COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 7 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 Fi00K (SEE ON 3" CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 FILL PLAN NS) ION H TYPICAL CONTRACTOR K OR POUR SLOPE 4" to 6" Eao OPT: DEPRESS SLAB 5 z" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB I PAVERS—� BLOCK WALL BEYOND 1411%O.H.D. RECESS z 6. 4„ 00 • 1 F SEE A/S3 OR J/S6 —'`I! 11 M_ 1 I I I ►1= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) 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.) C 1= I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT, s 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 & ci @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 r WWF OR FIBERMESH ``' 0. o TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rGG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. 5/8"OR 1/2" HIGH STRENGTH —� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. I� 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. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK r 5/8"' x 10" "J"BOLT @ 24" O.C. W/ 2"0x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT:1/2 x12' TITEN HD @ 24 O.C. IlkOR 5/8"x10' WEDGE ANCHOR @ 24" 2„ a A.F.F. O.C.) a r31/2" MIN. a a ° a° a ° d ELEV. -0'-31/2" Z o d ° A.F.F. o �� 2x4 CONT, a a as d ° ga - O ,• D a ° a a s N °O n o d GARAGE DEPTH VARIES a ° 31/2"(min. -4" _ — d. - II f a. 9 4" CON U.N.O. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL (c SCALE: 3/4"=V-0" S3 "SHEAR WALL" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY W/ (10)10d NAILS _ r 2x P.T. PLATE �,P ASSUMED FINISHED = GRADE MONO OR STEMWALL z FOOTING MONO SHOWN p o FOR CLARITY p 00 o p p o 0 o I III=1 _ _ _ _ _ —III —III —III —III —III I=111—III—III—III- z NOTE: p p o I=1 III i=III=III=II1=III-11 2 — III —III —III—III—III c\t *FOR BEARING WALL I —III —III 1i' T W/ UPLIFT ONLY- 1I I=1 I I=1 11=1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 �IIII IIII II I I —I I i—I 11=1 1 1— FRAME WALL -III, ; I I I 1=1 11=1 I I-1 11=1 1=1 11=1 11=1 11=1 1=III=1 Ili-III--III��11IIii1lliilll��lll��1I1=�11=111=11�. TO C.M.U. WALL CONNECTION 1=1 1—i rD"� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6 x 6 W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" GRADE � V _ _—i iT-1T� 1Tf Tr (1) #5 REBAR w/ OPT. fiII = SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT N co SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" 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 N p .D . —II .II 6 MIL VAPOR BARRIER ° . , . ° 1 P . VIE COMP. SOIL. (COMPACTED TO 95%MODIFIED PROCTOR ASTM —�T—j��'��ij�Il--�jI I1=� I _=TIII III � fi 10" D1557) M IT=rLTr�l � rl l'r I rji>z-r-�� 4" 1'-4•" #6 REINFORCING BAR #5 STD. 90 HOOK TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR / GYP. TYPE )C@ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS s� �` �31/2"MIN. MIN. b SHEARW) SCALE: 3/4"=1'-C 1/2"(min.)- 4" WIN 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. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS 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. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS �2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 \ I WWF OR FIBERMESH D G j �_� 31/2"(min.)74' =11�11 �" IIGT (2) #5 CONT. 1 U.N.O. IN. TYPICAL BEARING WALL @ STEP SEGU�� _\0 ens' 2x STUDS @ 16" O/C �MAMs INSULATION PER FBC AND ENERGY 1c N FORM SUBMITTED WITH PERMIT APPLICATION 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 ROOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi [�GRADE60 MIN.FINISH GRADE °°Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] R 1 7/8" N z #5 REINFORCING BAR T I =Tf r #5 LAP SPLICE 36" MIN LAP 36" MIN LAP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE 0 C W —I i—fly d p . W (2) #5 CONT. =1 I I, I 11 ON 3" CHAIRS (TYP.) 1/2"(min,)- 4" CC S3 (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 APPLICABLE. -5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r . D.III O iTl-M-�Tl=Itlf 8" #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR'ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAIS •a.° <' INTERIOR e e a d. -3 1/2" a. a` CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE _ E_ N I T � Cl) 6 MIL VAPOR BARRIER INTERIOR WALL 4l 14 1 STEP NON-BRG SCALE: 3/4"=V-0" —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 r ' WWF OR FIBERMESH d' a K S3 REBAR DETAILS rF WALL W/UPLIFT G SCALE: N.T.S. SCALE: 3/4"=T-0" S3 S3 VARIES FRAME -DOWN FALSE BEAM w/ (3) 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR SEE PLAN SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN 1 1/2 RECESS FOR S.G.D. (U.N.O.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH a - _ ' 0 11 TOP OF BEAM HTS20 SEE ROOF PLAN FOR STRUCTURALr c — — — —° °. ° (2) BEAM SIZE & % a CONNECTION INFO 2x4 P.T.I: e PLATE o.s.6. COLUMN LOCATION I: ;'1 - . • •. I I TIC I 2x4 #2 SYP P.T. FRAMING wl I I I SEE AIS3lJ/S6 �" MIN 7/16 O.S.B. SHEATHING"- 8 Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w � SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j J 6x6 P.T. #2 SYP SLAB INFORMATION. Uj UJ W ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" ��S3 SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.0 MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �t ' SIZE VARIES PER PLAN cry W/ MIN. (2) #5 VERTICALS 0 GRADE a M FILLED SOLID (SEE PLAN FOR = _ _ = a _ SIZE AND REINFORCEMENT) 0 � 1 =IIa• =III=1 I IEEIII=1' Z w o III —I III—III—II1=1 I ILU LU w III=1 I I1=1I II 11- o , Z BRICK PAVERS or SLAB PER 00 = �I • •' • °• - z_ `L 0'-0"FIN. FLR. COMMUNITY SPECS I; I —I —III=III—III—III I I —III—III FOOTINGLU III III —III —I 11=1 1=1 I III —I i 1=1 I_ 0 1-III—III—III=1 BEYOND PAD REINFORCEMENT -III—III—� i— (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 7 �C. LZ �VJ. • � r ' Cy k� 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 - Residential 6th Edifion. Engineer's signature and seal is only for the Isrel engineering portions of the drawing pages bearing Engineer's signature and seal. IY 5 O 8 UUU N o9 y N 4k #k O O m V M NLO LO J J W LL "" O J N =1 J W W LL LL CL a vi NM a >m� W y ° a W0 13 Z ��°'_ = s- 0 O o m W 'M or- CO 0-j o m g Q W - Earn Z �@ N O a N.Q co Z un o ° d' � fn 2 U OF J Z d ❑❑❑❑ W h o M (D % N O W NNQ z O Q Q J (7 fl N M nNn,, _� IQ) ILL r V% Y (� Lu 0 a V a `- u, to c o �N n �m IV E2 s 8 _W 0 i1 0 o co • _C 2, 0 4m CD W M M � Z ¢ Q o E w� oa o <� oa V CO �0 UO Cl o¢ < V O< N °dz Wo WZ �� �_ - a Nm m O z z J 01 <w gN (n N Hw o°s ZZ gO a yw W �-W Jz 6Y ¢ F CLa� o CID 1< will J M ai m L f6 c� r .> r ^ ' O Cfl 1 m � T O O0-)LO N L.n 00 0 Ln Z— T CD N r E r r c 1"- M M ° Z M O a U JOB NO : 20-0565 SCALE : AS NOTED SHEET NO. S3 (MONO)