3275 Lytton Hall Dr - Laserfiche WebLink

Browse Search

I _ _ I '1 ! I I l -.- --1.1 1 1 1 _ It : I (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. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 0 ° (2) LAYERS TYPE I OR TYPE II 1 A. (#15 OR #30) UNDERLAYMENT - °' . p FOR ROOF PITCH 4:12 OR LESS. rr T FOR UNDERLAYMENT o REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. _ 12 HURRICANE ANCHOR @ EACH �= — (TYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ g METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULArION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB `S3 INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP —17 STRENGTH CEILING IIII, EDGE 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1/O HIGH STRENGTH GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL e ° A.F.F. O.C.) 2 11 WWF OR FIBERMESH ATTACHMENTS 2" 0 / 3 1/2" MIN. 3 1/2" MIN. ELEV -0' \ a ° , ° ° a . -31/2" z • a ° ° o a n ° 4 2x4 CONT.° . ° ° A.F.F� pq °_ ° ° ' �: 'IITrF1/2"(min.)-4"N00 •rr rrr P •' 7�rrr _ . 0 �-. •. 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 wl (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". NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 \ I WWF OR FIBERMESH Fri.-mal" 11� a ° 31/2"(min.)- 4" - 31/2"(min.) - 41 GARAGE DEPTH VARIES ° _ T - ° ° ° A e - (2) #5 CONT. 4„ — 1'-4" 8" (2) #5 CONT. 4„ , A 8" U.N.O. MIN.U.N.O. '•f MI . GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALLK"C TYPICAL BEARING WALL @STEP CC SCALE: 3/4"-1-0 " S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 BOARD PER CODE (OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP, TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA Zx S.P.F. STUDS @ 1611 O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. GO°`' ENV 10S�GUP QGs. ABOVE) W/DRYWALL EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C M�N��o s SCREWS @ 7" O.C. SHEET \ ✓ `� N��N 1 ROW 2x BLOCKING MID HGT, CEILING & 8" O.C. WALLS LOAD BEARING OR INSULATION PER FBC AND ENERGY FOR WALL HGT. <_ 8'-6". 2 EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: ( ) 8"x8"X16" KNOCK -OUT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD 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 cam\, LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 1x2 P.T. HORIZONTAL 5/8"W' "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" (10)10d NAILS NAILER 8 C.M.U. TYPICAL BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. IF NO UP LIFT :: 3N @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) " " WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD TYPE S MORTAR ) 3500#, MIN. TENSION 2600# (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20' MIN. LAP [24" MIN. LAP] SPACE ANCHOR ) E 'SIMPSON SP1 SPACED EVENLY #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 FIBERMESH N w/ (10)10d NAILS �„ WEEP SCREED INSTALLED BAR END OF 2" x PLATE--,,,.WWF OR FIBERMESH r 2x P.T. PLATE —1 wr> , ARCHITECTURAL TYP. � PER MFR INSTRUCTIONS w ,° FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE �, � ° • � ° � z #3 & #4 LAP SPLICE GRADE40 MIN. Fy=40ksi a m � ° FINISH GRADE [GRADE 60 MIN. Fy= 60ksi] a p . • r 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL " g ; > > • 25" MIN. LAP [30" MIN. LAP] CELLS (SEE FOOTING MONO SHOWN u = w U.N.O. FOUNDATION PLAN FOR CLARITY D D _ _ °O 6 MIL VAPOR BARRIER p ; ° -°T° w — --r R 17/8" `n FOR LOCATIONS) p p D ° o I=III=1 I I=1 I(=1 I=z I N #5 REINFORCING BAR = I- 1x4 P.T. BASE NAILER D I I I —I 11=I I I=1 11=1 11=1 I I- ? ° #5 LAP SPLICE (2) #5 CONT. - 1- — 4"x4" INSPECTION ° 1=III—III—I 1=1 I I=I 11=I I _� • — 31/4" BASEBOARD PORT AT EACH NOTE: ° COMP. SOIL. (COMPACTED TO — ° ON F CHAIRS g I � —III— � I —III —III —I � 1- N > 36" MIN. LAP [36" MIN. LAP] $" 1'-4" 8" *FOR BEARING WALL I=1 1=1 11=1 I I-1 11=III= T �) FILLED CELL TYPICAL _ _ _ = _=i 95% MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ _ — = 10" M AT GARAGE CONTRACTOR I I I=1 11=1 1=1 1=1 1=1 11=1 1=1 1=1 1=1 11=1 1=1 11=1 11=1 11=1 11=1 i D1557) MIN PSI MAY VARY PER V) -� 1=1 I —I I I=I I I=I 1-1 (— I— I=I I=III=I 1=III=1 1=III=' 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR "—' �_� I1=1 L-1 1=1I —III—III—I I =1I 1=1I1=1I= I �'— #6 LAP SPLICE TYPICAL INTERIOR BEARING MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG W1.4XW1.4 WWF OR "FIBERMESH" N, At, ° DECO FINISH 4" to 6" BELOW GRADE : Z I SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"-1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 Cl) - 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR > �r I Z min. 4" BARRIER p i p 1 N a GRADE COMP. SOIL. ° • r 00Ira• (COMPACTED TO 95% (1) #5 REBAR w/ OPT. MODIFIED PROCTOR I S E N ENCLOSURE ASTM D1557) -` 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 11'4"(1 STORY) STD. 90 HOOK (SEE MIN. U.N.O. 4„ V-8" (2 STORY) DETAIL ) TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L SCALE. 3/4 -1-0 S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB 14 PAVERS O.H.D. RECESS � z c' • 4" 60 SEE A/S3 OR J/S6 I — FOR REINF. INFO. 3' MIN. CLEARANCE 1' " (T STOR / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS �•� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS ;a CV ' T • i �.• y.. f... • .,_ • . 4" °P SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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. SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d 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 ° N (2) HTS20 FOR STRUCTURAL r _ _ — E BEAM SIZE & N 4' a CONNECTION INFO T - t P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0� • J CONT. BEAD SEAIA� a INTERIOR ° Y CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ILI � c M 6 MIL VAPOR = — i'- BARRIER I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16 O.S.B. SHEATHING 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE Q SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP SLAB INFORMATION J W ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL r. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS 2 TO FOUNDATION PAD E :. INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. 11 ON FLOOR PLAN SIZE VARIES PER PLAN CV) CONT, BEAD SEALANT w/ MIN. (2) #5 VERTICALS z 005 R c� FILLED SOLID (SEE PLAN FOR = 6 x 6 W1.4 x W1.4 , '- SIZE AND REINFORCEMENT) c7 =III a e • I=III=III= =1' WWF OR FIBERMESH z W I —III=) III=1 I I—III=1 BRICK PAVERS or SLAB PER on v -1 I=I ! • ° a =1 1= L —_ — — — — I I=1 I I- i! 1=1=1T1=1Ti=iTi o'-o°FIN. FLR. COMMUNITY SPECSILL — I —I =III=III=1=1 I = _— =III=III—= FooTING _ t =1 III III —III —I 1-111=1 I I i 1=1 1=1 I I— I=1 III I I n I 1=1 11=' BEYOND i I I I PAD REINFORCEMENT-]-� I—III—i —' ,� 3" MIN. CLEARANCE INTERIOR • � • • COLUMN a 0 0 a 0 R _ z g Q = J C7 d N N Z v +-jUj VO IU N c U„ �— o g Of o z_ID • a se .N- N r $2 Ir m O J W C9 W W a m Z ppii it,Jjlp v ;! • © O F E S ` \\0`�`�`�� Ifltill To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. CD M LL- E E p =o oLL Z Q » =_o Q V w? tc oa w� Z C� —� N i a� WO oz az W� .�. i oY(,,) NO M0 zz z � < • QW 22 O U W � d U W� aLL a NW CD Zl 3 �O 0 ^L' W 1 "— M � T O Q C � � N r1 u.. 0 m ca T c � O � . r_ J O I0 TL- I� n r E N M CV)N 1"' ° Z C O E w C a U Q p -1 JOB NO: 19-5336 SCALE : AS NOTED SHEET NO. S3 (MONO)