2978 Lytton Hall Dr - Laserfiche WebLink

Browse Search

FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 5/8" OR 1/2" HIGHJ 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 �r Mqu �r �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 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 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 81Ix8"xl6" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (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. —� 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl 2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 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„0 „„„ @„ x 10 J BOLT 24 O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°0/16" 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 2x P.T. BOTTOM PLATE OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL 6x6W1.4xW1.4 ° A.F.F. O.C. WWF OR FIBERMESH 2„ 2 ATTACHMENTS WWF OR FIBERMESH � � 31/2" MIN. ° ° ° d ELEV. 4-3 1/2" �31/2" MIN. 2x4 CONT. ° A.F.F. U_ JU_ o d ° ° e e — 31/2"(min.)-4" _ e 1/2"(min.)-4„ ° 4 a° N °O -rT 0 • 0 r • d GARAGE DEPTH VARIES ° ° 31/2"(min. - 4" — 1/2 (min.). - 4" - () #5 4„ 1' " TT- 8," (2) #5 CONT. U.N.O. MIN. U.N.O. I . GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rcC SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-0" S3 S3 SCALE:3/4"=1'-0° S3 11.9 cJ PCS' EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M`�Jo s SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY _0 EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: BLOC 16" KNOCKOUT 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. 1"x P.T. STUD () @ FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR c`.r LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR 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 FIOOK DETAIL SIMPSON SP1 w/ �8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT °� (10)10d NAILS @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK (IF NO UP LIFT ON 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE -TYPE "S" MORTAR WALL SEE GG/S3) " „ MIN. 2500 PSI CONCRETE SLAB W/ V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-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 & @ 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 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 L - ° . A . (2) LAYERS TYPE I OR TYPE II aAV (#15 OR #30) UNDERLAYMENT 16 FOR ROOF PITCH 4:12 OR LESS. • _ -rj PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH - — TRUSS (SEE UPLIFT SCHED.) W/ 8 —I „ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING 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. ALUMINUM DRIP EDGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W16X6 n- NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" = DECO FINISH 4" to 6" BELOW GRADE P A 1, Z 0 ° ao 6 MIL VAPOR ° z �- BARRIER C r 1 COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS = PAVERS � M 4" �. !' •' • 4 ! SEE A/S3 OR J/S6 m T FOR REINF. INFO. 3" MIN. CLEARANCE V-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. *SIMPSON SP1 (6)1/4 x31/4 TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20^ MIN. LAP [24"MIN. LAP] #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX FROM w/ (10)10d NAILS iv r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ¢ I— '� END OF 2 x PLATE TYP ASSUMED FINISHED Si PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o LU ° A . ' GRADE �„ �— ° ° • z #3 $ #4 LAP SPLICE GRADE 40 MIN. Fr- 40ksi a MONO OR STEMWALL .e Cl)o FINISH GRADE °O 2 [GRADE 60 MIN. Fy- 60ksi] 25" MIN. LAP [30" MIN. LAP] CO — z FOOTING MONO SHOWN o FOR CLARITY D D 6 MIL VAPOR BARRIER ° " ' °Q w I=1 i =III=III=III=III=I p, D o D N z #5 REINFORCING BAR R (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-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#) c E 6x6W1.4xW1.4 = WWF OR FIBERMESH r TNIP 11 11 110.0 Mat COMP. SOIL. (COMPACTED TO • • % MODIFIED PROCTOR ASTM�Illl11�11Illl�l A TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL • FOR ADDITIONAL SLAB INFORMATION. 1,-1L Ih �11=ll-1L=. FII P I I P11R11= 11, MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N M •� ., •' M r• OP T .yam.,. —i SEE A/S3 OR J/S6 " tl FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC 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"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALA& — � • • ' a INTERIOR CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m w ' E- F_— M 6 MIL VAPOR BARRIER 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS xxzx 10" (TYP.) 8" 1'-4" 8° #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG"�� SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN () SEE ROOF PLAN 1 1/2" RECESS FOR S.G.D. (U.N.0.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS SEE PLAN FOR T 24" O.C. MAX. • " x " CONNECTION INFO ° TOP OF BEAM &LAYOUT DESIGN v v .. ' SEE ROOF PLAN a < e FM r (2) HTS20 FOR STRUCTURAL co09 C BEAM SIZE & _ A' ' 4 CONNECTION INFO ° I I a LATE P. 2x4 #2 SYP P.T. FRAMING w/ PLATE i6nsMIN 7/16"O.S.B. SHEATHING SEE A/S3/J/S 8" O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 COLUMN LOCATION ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP SLAB INFORMATION. 25 w ABU66 SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=V-0" S3 —2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING ZL_� 1/Z GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. --INSULATION PER CHART ON FLOOR PLAN / CONT. BEAD SEALANT c M �6 x 6 W1.4 x W1.4 T WWF OR FIBERMESH M FOR COLUMN TO BEAM ATTACHMENTS M TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) 8" MASONRY WALL CONT. FOOTING STEEL EXTEND FILL CELLS TO FOUNDATION PAD " MAT REINFORCING. E M ao ? c� � ? t- w= o GRAD _ ___ = ° 4 a d °. —I 11=1 11=1 11=1 I w _—° =III ( 1=1I I=1 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=1'-0" ��S3 BRICK PAVERS or SLAB PER �' a w p o _ 1=III -III= 1=III=III z z • • �• — — o'-o°FIN. FLR COMMUNITY SPECS L` — d = _ —_ " _ W =1 =III=III— 1=1 711 11=1 11=1 11=1 I 111=1 11=1 11=1 I —I I I I I 11-1 I I —I 11= ' FooTING j I. ; I I I lIl l l l l l l l l-III=III—' BEYOND ' .r. • • ' :, PAD REINFORCEMENT l l l 3" MIN. CLEARANCE v••y �, :� SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH .R • • * • • •�. CONC. PAD INFO. SEE SCHEDULE ' TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4'=1•-m" SCALE: N.T.S. S3 40 •" a Uj CO l�� * ...... ``trr oROt 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 Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a F Q 8 N t0 °gyp C �; a m N ik Q MC4^ N °NO LL 4:MM-8 # w I't7 LJL N . U. FL 0 f6M U, j a w w a� Z ��, 0 o 09 IM 40 m o W' IL m o � m m rn d Q u a NQv)Q V O 7 z O6 Do0 W N lh z_ c z (/1 _ M z 0_ U O N u a � A '— a U 0� S� O W m M o z U_ a o U � ' � oa - �z Z CD CDE °� <gm� &z ra (n C Y o Oz <W Z nm iJ �z a w g �o U az W a 3 U ao - = C °, 1 Mj O m Jz < a O � v 5 °3 124 L s' c� 00 m ^C^1 m C� � W = o .� J 04 N 0 0 T 00 ci m T (� iri Lfi o ? Z a E O E a U JOB NO: 20-3570 SCALE : AS NOTED SHEET NO. S3 (MONO)