2825 Lytton Hall Dr - Laserfiche WebLink

Browse Search

3 Q C 2 0 J to 00 I N N v (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <- 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS16d 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 & ci @ 6" MAX FROM END OF 2 x PLATE E (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 1p ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT ° FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. REQUIREMENTS SEE R905. I PRE ENGINEERED WOOD 12 TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH1 (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/- METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULATION 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 STRENGTH CEILING EDGE 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) ( OR %@ @ () (U.N.O.) GYP. TYPE "X" BLOCKING 12" O.C. w/ 2 12d TOE NAILS 5 N.O.) (O1(O HIGH STRENGTH R %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" 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 FITS 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 IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND `' :,I ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT OL OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" 31/2"MIN. 31/2" MIN. ° a ° ° ° ° ° ° a ELEV. -0'-31/2" z A.F.F. p ° °� 2x4 CONT. ° ° ° wIt,„ ° ° °° d ° _ _ ° ° ° ° A C;0 i - T1/2 (min.)-4 _ 1. ° ° I ° ° ° a ° 31/2"(min. -4° L- (- GARAGE DEPTH VARIES ° - - - ° ° -I 11L M�1� (2) #5 CONT. 4 " .1 r 4" 1'-4" 8" GARAGE SLAB AT STEP B TYPICAL BEARING WALL @ STEP @ SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" 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.O2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. PGS' M 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 FITS 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 WWF OR FIBERMESH rI , 11/2"(min.)- 4" -a1 sl 1�1=911 - u u-1 Win. . A 'k ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C M�N��o°5 SCREWS 7" O.C. 2x STUD \ ,o �c�N 1 ROW 2x BLOCKING MID HGT. @ SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c° () @ CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ FOR WALL HGT. <- 8'-6". (2) ROWS NOTE: 8"x8"X16" KNOCK -OUT APPLICATION 2x BLOCKING @ 3rd FITS FOR INSULATION PER 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. ADDITIONAL INFORMATION 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 PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2"SIDE GYP. WB (MIN.) .GARAGE 1x2 P.T. HORIZONTAL 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. NAILER BOLT INFO. 5/8 x6' J' BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" (10)10d NAILS 8" C.M.U. TYPICAL �� '� ' 3RD LAYER 1/8 THICK. K.O. BLOCK IF NO UP LIFT ON �p PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " O.C. 24" O.C. VERT. OR Zx P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) 5/8" x 6"EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 3500# MIN. TENSION 2600# TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ci "SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR ) E 2X PT PLATE #5 REINFORCING SPACED EVENLY � BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ 10 10d NAILS FIBERMESH ( ) cv WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH r 2x P.T. PLATE W , ARCHITECTURAL TYP. � PER MFR INSTRUCTIONS o ° ° FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C. ` ` GRADE ;, ° ' ° _ z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi „ 1 #5 VERT. IN FILL - a D FINISH GRADE (GRADE 60 MIN. Fy= 60ksij a () MONO OR STEMWALL z M - - - y ° 25" MIN. LAP [30" MIN. LAP] 1/2 GYPSUM WALLBOARD ( FOOTING MONO SHOWN p P ° III- W CELLS SEE ° .I I �- W U.N.O. FOUNDATION PLAN FOR CLARITY ° D D _ __---I - _ °O 6 MIL VAPOR BARRIER - I e ° -T�- I - R 1 7/8„ �I - I - - - �- #5 REINFORCING BAR FOR LOCATIONS) p p D ° o I=III=III= === I - --= N z T I T- I I- 1x4 P.T. BASE NAILER =III=III=III=III= 1= ? t ° Ij](I I� - �' #5 LAP SPLICE (2) #5 CONT. -IT,, - I I- , 4"x4" INSPECTION D° 1=1 11=1 I I-1 I I -I I I=1 I -I 1 2 • '`-'-III 'I NOTE: = - III-III=III= I 36" MIN. LAP [36" MIN. LAP] (TYP „ PORT AT EACH g ° D 1 I= I l I 1=1 I I I 1 I I- N °° - ON 3 CHAIRS 8 1 �„ $ 3114" BASEBOARD - COMP. SOIL. (COMPACTED TO FOR BEARING WALL - - - i *- ) FILLED CELL TYPICAL - _ -I o I - - _ 11- W/UPLIFT ONLY _ _ _ _ _- -_ -___- _ 95 /o MODIFIED PROCTOR ASTM I- -�T,�, �.�� 10" MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ _ i- �-�-�� I I I - co AT GARAGE CONTRACTOR III -III=) = =III- =1 -III= =III= = = I = = D1557) - I rr • I r1 I , -rr- MIN PSI MAY VARY PER cn =I I-III=1 1=1 111 -1 4" 1'�}° #6 REINFORCING BAR #5 STD. 90 HGOK TO CUT BLOCK OR POUR -I =1=III-,-III II III #6 LAP SPLICE TYPICAL INTERIOR BEARING MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 0- NOTE: EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/UPLIFT rG W1 4XW1 4 WWF OR - "FIBERMESH" CV ' °00 M ° ` FINISH 4" to 6" BELOW GRADE 1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 ° 0? 31/2" WWF OR FIBERMESH 6 MIL VAPOR ° ? T min. 4" BARRIER 4 _ e e e COMP. SOIL. ° °O (COMPACTED TO 959/o MODIFIED PROCTOR _ ASTM D1557) MIN. CLR. (2) #5 REBAR CONT._/3" 4' „ V-4" (1 STORY) STD 90 HOOK (SEE SCALE:3/4"=V-0" S3 v GRADE (1) #5 REBAR w/ OPT. SCREEN ENCLOSURE ON 3 CHAIRS TYP. 4„ DETAIL 1'-8" (2 STORY) MIN. U.N.O. ) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS 'T z M z 4. III •":.'. I . SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS !, CV M r ♦ M •.• -L il.J.- a. ,•.. r - 00 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J 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. 1/2" GYP. BD. P.T. 2x „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALA& • INTERIOR A. a .. -3 1/2" 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 ae� 0 E -r = co 6 MIL VAPOR -_-_- BARRIER VA IE 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 TOP OF BEAM &LAYOUT DESIGN a SEE ROOF PLAN co C O G Q ° r- ^ (2) HTS20 FOR STRUCTURAL _� „I I BEAM SIZE & N I I Alt ' 4 I CONNECTION INFO T 8 Cl) - • ' • 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 - MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING FOR REINF. INFO. W SCHEDULE OPTION #1 = a SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J o w ABU66 SLAB STEP & RECESS S.G.D. rM rn SCALE:3/4"=1'-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" C 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 W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD ' INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES PER PLAN r, CONT. BEAD SEALANT M w/ MIN. (2) #5 VERTICALS ? [SAD FILLED SOLID (SEE PLAN FOR _ __ __ 1-111 _� 6 x 6 W1.4 x W1.4 i�r SIZE AND REINFORCEMENT) C7UJI =1 =III= ° °• = =III=III=I' T WWF OR FIBERMESH '- z fz- w III=III=III= w a BRICK PAVERS or SLAB PER III 00 =- • ° a -_-- z a� ! - 0'-0" FIN. FLR. COMMUNITY SPECS ° =111=III=111=1 =1 - _ fT-I I III-III-IIIIRV I I=1 I I I I I I=III-_ w FOOTING I I� i it 11=1 11 1 I F 111 111-III=' BEYOND +. . • .. :: PAD REINFORCEMENT 3" MIN. CLEARANCE ..----- '----- , o o - ri r i<r • • G60. ----, /iri/iri r r r /SEE SCHEDULE INTERIOR. P NON-BRG. TAPERED . PATIO COLUMN ' Mr, �°,4ttlilittlf�+/F�� e�y�, -,SF' N •`o". Y �L.0 ESSIONP�� ,\ 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q (gyp 8 N N it p co o G ) ��y' -� >In� N J i W 0 rnn v W ce'I 2 ° N M M 5 W tom� �a z ii 52 a J 8 Z O v L ao� x °m N m o LL = aD N o < 0 z ° L) ooa W Z cMv co Z z a N z W co 0 �,l iz T U Cn - g O w s V) crz c Y Uj N I yJ Y ti o C Ce> a w Z M o� U_ QE o � V Wo � as =® oa 0 n° U Z O N � L a� �o ira wZ W� Cy _ Q Z U Nm m O Oz Z F z a� rn J as aw �z co o o Q 0 a �w W o W w� �~ >O a 1M > d. ^L` tM W Q 0 ^C m co W = � CD � J N 2 r N CD T 4i m T N.. h Z Z E Ip E v r Il U Q p JOB NO: 20-8067 SCALE : AS NOTED SHEET NO. S3 (MONO)