39672 Dawson Chase Dr - Laserfiche WebLink

Browse Search

FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 Pt�_ (TyP') I VARIES / 2x #2 SPF STUDS @16" O.C. W! (2) 16d TOENAILS T & B (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 z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & rg @ 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 ° , (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/ 8" - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF WALL W/OUT UPLIFT 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. I 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "I @ GARAGE W/A HABITABLE ROOM ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL SOFFIT SCREWS @ 7" O.C. SEE HEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 99HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH r 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION T 31/4" BASEBOARD PORT AT EACH n FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB cn AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE i CONCRETE SLAB W/ 6X6 a NOTE:EXTEND a W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE _ •► T = Z 00 c M ► co 6 MIL VAPOR ► z BARRIER ; p F O D T COMP. SOIL. • ., (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) i 3" MIN. CLR. (2) #5 RE BAR CONT. ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE �v U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA 4% SCALE: 314" = V-0" 53 H Q OPT: DEPRESS SLAB 5 Y" ~ DEEP AND 6" BEYOND 0 DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY `- CONCRETE SLAB 14 PAVERS O.H.D. RECESS 11. 11.1111 1■ 11 �•:IL;::It�..— II li .■f IL�L1 �:11 '11=11 lip; - SEE A/S3 OR J/S6 FOR REINF. INFO. 3' MIN. CLEARANCE N 1' " (1 STOR / V-8- (1 STORY w/ DEPRESSED SLAB OPT.) V " (2 STOR GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. �r 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "I @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE /7 8"x8"xl6" 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. 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 5/8"° x 10" "J" BOLT @ 24" O.C. W/ = 2"0016" PLATE WASHER (TYP.) Cl) (ALT: 1/2"x12" TITEN HD @ 24" O.C. ELEV. 0 -0„ OR 5/8"x10' WEDGE ANCHOR @ 24" ° a A.F.F. O.C.) 2" ° z 3 1/2" MIN. a ° ° ° • , ° ° a ELEV. -0'-31/2" A.F.F. o ° a ° 2x4 CONT./a a LI- ° c N go A .•. A �r �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 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. (12)10d NAILS U.N.O. (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 HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3116" PLATE WASHER (TYP.) WALL-HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"xl 2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "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 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W14 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 2" � WWF OR FIBERMESH 31/2" MIN. 1/2"(min.)- 4" _ o e • 1/2"(min.)- 4" 00 e GARAGE DEPTH VARIES 11-'yl1 11!"ll—IIL'711,'JII!'�II, 11,=:= (1-=11==1�=11,= I1=71=�11=11 4 4�'=I1==11.=11.�71=11`.~ 11.=11.ffiII.�IL=1 TYPICAL BEARING WALL @ STEP U.N.O. U.N.O. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP @ SHEARWALL CC 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 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 iv '- 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE Z MONO OR STEMWALL ° FOOTING MONO SHOWN p o 2 FOR CLARITY ° D D° p o ° � ° I —III —III —III —III —III � III —III —III —III —III —III- i p D NOTE: g IIIII�IIIII�IIIIIIIIIIIIIIIIIIIII111 N *FOR BEARING WALL W/ UPLIFT ONLY I I I=1 11=1 I IE1 11=1 I I=1 I I=1 11=1 I I=1 I I=1 11=1 11= =1 11=1 I I�1 I M I 1=1 I I=1 I EE1 11=1 11=1 I =1 11=1 I !: —1TI-111-III=III—III—III=III=1I1= —-I I —I —I i I —IT,= FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" e A d e SCALE: 3/4"=V-0" till R E11 • D S3 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. GOr' �V SEGJ�� ems• SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8" x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR —� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR _ , ► . ° . N z GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE • '- = FINISH GRADE °O 2 [GRADE 60 MIN. Fy= 60ksi] co � � ° • 25" MIN. LAP [30"MIN. LAP] 6 MIL VAPOR BARRIER C It, A R 1 7/8"—� #5 REINFORCING BAR ° tt5 I AP RPI IrP • • • 1 • I O,,.ILI111., u ,■ a ■■�--u u. t ME' I=II=1111 -II�IG=71=1 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4' 1'-0" SLAB INFORMATION. MIN. TYPICAL THICKENED SLAB EDGE SCALE: 3/1 rL"'� P.T. 2x " 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 001-0• J a CONT. BEAD SEALANT BLOCK WALL BEYOND 4° INTERIOR 2X STUDS @ 24" O.C. U.N.O. EXPANSION JOINT 13 O.H.D. RECESS E ° ^ ° -� GARAGE CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. M EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8-O.C. • • :� ; .. ' " STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN •:. �. • (MIN. SHEAR 180# MIN. 17 CONT. BEAD SEALANT :.. TENSION 120#) CONCRETE SLAB E 4" ° 6x6W1.4xW1.4 cat 4.. •+ :� WWF OR FIBERMESH r, - SEE AIS3 OR J/S6 M 6 MIL VAPOR --= i'�I BARRIER - 1L L I —III= =III -III -III -III -I I I FOR REINF. INFO. 3" MIN. CLEARANCE I- 1'4" 1 STORY) � 1'-8" (2 ST RY) 4" 4" GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rK SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 ADDITIONAL INFORMATION. .I _ A,;: 4 it oi�� 9vl�o i� oii� _vim... v, ' •- •0 HOOK 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 °111 w U . . 6 a I— w I • U) TTT (2) #5 CONT. ON 3" CHAIRS (TYP.) (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. 518"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r v A ° I Q I 8" TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR A I 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 N 10d NAILS TO TRUSS TOP CHORD _ FOR TRUSS AT 24" O.C. MAX. " " " CONNECTION INFO ° SEE PLAN FOR "" & LAYOUT DESIGN TOP OF BEAM IV< 'A 'PLAN c e °. a .a a SEE ROOF (2) HTS20 FOR STRUCTURAL _ BEAM SIZE & 4' CONNECTION INFO 'A " c 2x4 P.T. PLATE 7/16, O.S.B. COLUMN LOCATION CV) - 1 I 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 - 81- Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE m a SEE TYP. WALL SECTION FOR ADDITIONAL J 6x6 P.T. #2 SYP SLAB INFORMATION. 25 W ABU66 SLAB STEP & RECESS S.G.D. rM rn SCALE:3/4"=V-0" S3 SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w! 1 /4"x3" TAPCONS MASONRY WALL AND COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' SIZE VARIES PER PLAN I r, = w/ MIN. (2) #5 VERTICALS It z ° M FILLED SOLID (SEE PLAN FOR = II = _ a _ a SIZE AND REINFORCEMENT) C7 � 1=)11 ° 1=111=111 -1 I 1-11 Z W o I —I 11=1 III —III —I 11=1 I I W I— a w Lu II I=III I =1 1=1 11- U BRICK PAVERS or SLAB PER II-DoO w co = 0 a� - 1 Z COMMUNITY SPECS �I _I ° a a = _'IT- q� Y-0" FIN. FLR. I —I =III=III=III=III I III __ i I I III —I i i—III—I I i—I i III —III —III— ' FOOTING 11 111Iill�llillll�j1111 ,II —III-111—' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE • ° •d. • SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH .. •� . - • • . CONC. PAD INFO. TAPERED COLUMN FRAMING rCD12 SCALE: 314-= V-0- SEE SCHEDULE LUMN FTG. DETAIL KN SCALE: N.T.S. S3 © u i O LO Z M z� z� a to U' �W-+ LLU � o "U — 0 L-U Ca U or- COw d04 M E'021 N _ U 0 s '- 00 4m t � 8. '� � ci N •O N N Z W ?*��z W � _ a W V > �' U_�iz •'•0' a✓ • ENG co O F ESS��`��a. 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 - Residential8th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com �o W� za 1a C/) J -W:U g4U �z LU "w,6- C) §21ee� J g® Tz > 3 rL z 0 U = u Q Z w 0, o H o J 0 f�8 JOB= U06t IcV V-• � o n � Zo Coe .N-1 Q Z z Z 10S 'Ilir Z U z w ° °� g o SCALE : AS NOTED DATE : 5/7/2019 TECH: FFLORES VERSION N0. 4m0 SHEET NO. S3 (MONO)