39954 Dawson Chase Dr - Laserfiche WebLink

Browse Search

3 v g 0 CN t00 rn 13 DO rn -o 0 0 0 J 00 I 3 C Q N E CD E 0 x c J LZ F2 v c U i 0 0 v 0 J N c� N M 00 0 0 a rn N Jj 0 w m b -T/IF 7v"Ir 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF b/8"OR 1/2" HIGH STRENGTH (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) GARAGE .) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 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 (10) 10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (1) ROW 2x BLOCKING @MID (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. 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 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 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'4'. (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .� SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ cQ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r REINFORCEMENT AND WILL NOT UNDERLAYMENT FOR ROOF CHAIRS (TYP.)A OIL WWF OR FIBERMESH co `, ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH > 4:12 0 ° A F F p 2rr x 6 W1.4 x W1.4 ATTAC MENTS —� ]2' 6 x 6(2) LAYERS TYPE I OR TYPE II ° q )WWF OR FIBERMESH \ WWF OR FIBERMESH C. I a Ai 31/2" MIN. 31l2"MIN.(#15 OR #30) UNDERLAYMENT -III=I =III -I m ° I III -I I I - ° °FOR ROOF PITCH 4:12 OR LESS. ° ° aELEV. -0'-31/2"Til lam- II I '�TFOR UNDERLAYMENTI =I I I -I I� ° a °a ° ° a A.F.F. p REQUIREMENTS SEE R905. PRE ENGINEERED WOOD =T a - - ° 2x4 CONT. ° D ° ° •1 T iTj� ) - D a I IT T „ ) „ �T�I 31/2 (min. - 4 ° - 1/2 (min. - 4 TRUSS @ 24" O.C. U.N.O. L �_ ° ° ° ° a g ° ° a c�.t - - ° -L-I I - - °I- 12 -III T�I=III: T-II I I -II III II I I ° a a ° 31/2"min. -4" = I I- 31/2" min. -4" =I HURRICANE ANCHOR @ EACH -I I I -I I I I I I I -I I -I II ° ( I. ( ) I- _- II R[-� GARAGE DEPTH VARIES -LEI (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ g,� 1 - 8+r ° a ° ° -III=� - I I-) I I T -I �T METAL PL. UNDER EA. TRUSS MOISTURE BARRIER (2) #5 CONT. 4„ m-T 1-4"��" m 8„ (2) #5 CONT. 4-1 " �{�4 � ' m mg INSULATION LE SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN. U.N.O. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLrc TYPICAL BEARING WALL @STEPrcc� NAILING SCHEDULE ON SHT. ,- „ S3 S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION SCALE: 3!4'-i 0 SCALE: 3/4 -1 0 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH STRENGTH CEILING ALUMINUM DRIP oN�\N000s t EDGE c� BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING cs o GYP. TYPE "X" @GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C Q W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�N�o s SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY ,coN () @ CEILING & 8" O.C. WALLS 1 ROW Zx BLOCKING MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' FOR WALL HGT. < 8'-6". (2) 8"x8"X16" KNOCK -OUT NOTE: ROWS 2x BLOCKING 3rd PTS INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION SEE SECTION C/S3 FOR @ CHART ON FLOOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > T-6". FILLED SOLID W/GROUT = #5 VERT. IN FILLED CELL 1/2" GYP. WB MIN. PLAN SEE CC/S3 OR N LAYERS W! TOTAL THICKNESS 7/8" OVER (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. 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" (10) 10d NAILS NAILER 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 ON @ 24" O.C. VERT, OR 2x P.T. PLATE STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD W/ 7 EMBEDMENT (MIN. SHEAR —cl6 1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ x SPACE ANCHOR 3500#, MIN. TENSION 2600#) *SIMPSON SP1 O 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 -E 2X PT PLATE #5 REINFORCING SPACED EVENLY FIBERMESH a w/ (10)10d NAILS C1, WEEP SCREED INSTALLED BAR END OF 2' x PLATE WWF OR FIBERMESH 2x P.T. PLATE ° D ARCHITECTURAL TYP. PER MFR INSTRUCTIONS o M FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR LU U 1x2 PT WD FURRING @ 24" O.C. _ ' GRADE �, ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ra a p, " .p GRADE 60 MIN. Fy= 6Qksi] -I I — I III I I I —I I I I I,I I Imo— o FINISH GRADE [ 5 - o • • I I I�� •- 1/2" GYPSUM WALLBOARD C #5 VERT. IN FILL MONO OR STNO SHOWN - - �.J [ ] z M �. 25" MIN. LAP 30" MIN. LAP CELLS (SEE FOOTING MONO SHOWN o ° 11=131�uli U.N.O. a. °° p _ _ _ - °O 6 MIL VAPOR BARR ER LiI D e ° I I'I I -III= _ °° R 17/8" U' ' i-_ =I I - 1T� FOUNDATION PLAN FOR CLARITY _ _ _ _ ( TIT -I I -IT� #5 REINFORCING BAR I I FOR LOCATIONS) I -I I -I -I I=1-I I -I -� N z I I I I I I -III I I=1 I 11= 1x4 P.T. BASE NAILER ° D III=III=III=III=III=III= z I T I fff- r 2) #5 CONT.— NOTE:=1 — � � � #5 LAP SPLICE (-rrr 4"x4"INSPECTION �: ° o° 1=III-III 11=III=III=1 I� � �I I �-r N 3" HAIR 31/4" BASEBOARD PORT AT EACH g ° ° III=III-III-III=1(I=) I I- � 1 0 ° - - _� - 36" MIN. LAP [36" MIN. LAP] 0 CHAIRS 8" 1'-4" 8" "FOR BEARING WALL 1=III=III-111=III=III-I T COMP. SOIL. (COMPACTED TO -I I _ _ (TYP.) FILLED CELL TYPICAL W/UPLIFT ONLY 95% MODIFIED PROCTOR ASTM I �= I -III -I I TI- -i I -III .� 10" MIN. 2500 PSI CONC, SLAB M AT GARAGE CONTRACTOR III=III=III=III=III=III=111=III=III=III=III-III=III=III-III-III D1557) TI„1T111t I -� MIN PSI MAY VARY PER cn =1 I I-1 I I-III-III-III=1 -I I -I I -III -III -I I -I I=I I=III-1 4" V41 #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR "-1 1=III-III_ III ;III l l l l l ll l l I -I L-III= MUNICIPALITY. CURB DUE To SLOPE #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 t1 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT G W1.4Xw1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" SCALE: 3/4"=T-0" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL �,,S3 SLAB INFORMATION. N ' • ° t> - Z r00 co =I ° I 6x6W1.4xW1A ° 00 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR �_ > - I = = z min. 4" BARRIER D p v ° a GRADE COMP. SOIL. ( - r - • (COMPACTED TO 95% I I ----I FI�TI (TT MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. O TYP. CHAIRS TYP. #5 REBAR 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 � z 00 -III- �� , •::'' � T �LT Ill SEE A/S3 OR J/S6 Ilr FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOW') / 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. 00 riz r j.I 11 -. rr-IT (1) #5 REBAR w/ OPT. - 1T- =T= 1 =SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E fV ' T M N a•: +* r .a .. • III 'a: 4" .'' e ♦lit SEE AlS3 OR J/S6I I I ICE 11 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION, P.T. 2x 1/2" GYP, BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0101,J CONT. BEAD SEALANT d INTERIOR -31 /2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a° a )� �_ E_ M 6 MIL VAPOR BARRIER I -1 11=1 11=1 I I - _I I l l l l l „III IllIII I �'- 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 SEE TYP, WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES 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. • x CONNECTION INFO `N ° SEE PLAN FOR & LAYOUT DESIGN M TOP OF BEAM IV- . SEE ROOF PLAN ao d -- - - a ° e °in (2) HTS20 FOR STRUCTURAL -.' I I�r�I=I 1-11 I .. . . ' 11 BEAM SIZE & _ 1 T CONNECTION INFO ° 'A _ M T • •., 111- 2x4 #2 SYP P.T. FRAMING w/ -III , , ,� MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 - '�*_ �' ' 8" Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE 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. M SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1i2" 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 c TO FOUNDATION PAD _ d INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. c' ' ON FLOOR PLAN SIZE VARIES PER PLAN r� CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 GRADE a ih FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) z -III-III ° °. I r •- WWF OR FIBERMESH z 1=1-I 1=1I I_I I I_I I w 1= a w III -III III-1-III- z ° BRICK PAVERS or SLAB PER / COMMUNITY SPECS p oU) = III=1 • • <• a Cr " I; - -° - _ -- " � Q - - - 0-0 FIN. FLR. 000�N FOOTING J -III III -III -I I -III -III III=1-III- U ,� I=1 1-1-' BEYOND PAD REINFORCEMENT -III-III-I l l (SEE SCHEDULE) 3"MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL("N� SCALE: N.T.S. �S3�_ 13 ILI- 0 u 0 U co 0 Z N O coO z (D Q l Z v N o 4 J _� LL T C0 Y LL! O © Qa •0 �, N w � N �o � U m ` e ax m N N CA cD '� ONO Z z' w a _LL'rn.4o, W w �5 w W W� oil Z LL El ° Im i!1 40 M 0 co <j°Fca�/df tll #111t��4 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r__ O M wz w z M -__I S o p ¢ Q OU =o wj » �® oa W0 O d p �0U a z N WLm� ¢p ro U) C ZO Y Nm ZF ¢w W°o Q � go a z w W ¢o N= �� c, C:) C) O wCO ao a x V l� z ¢ '0 = O > M o O W 0 Q C Y L in cu • — T CO CE = C0 r E Q M N n z M z E v, E to U J Q J JOB NO: 19-5890 SCALE : AS NOTED SHEET NO. S3