39543 Dawson Chase Dr - Laserfiche WebLink

Browse Search

FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / 5/8" OR 1/2" HIGH—` 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 7Vr ,1/r 5/8"OR 1/2" HIGH STRENGTH -� \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH —X \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y8' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE @ 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. @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/\fNSULATION 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > V-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.)WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLANL. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24"@ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 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 & cE SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THESIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"x 10" "J" BOLT @ 24" O.C. W! (2) #5 CONT. ON 3" r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) 6 x 6 W1.4 x W1.4 (ALT: 1/2 x12 TITEN HD @ 24 O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH "' `' ELEV. 0'-0" PITCH > 4:12 , , OIL OR 5!8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2�� x 6 W1.4 x W1.4 ATTACHMENTS 2r1 6 x 6 W1.4 x W1.4 2 LAYERS TYPE I OR TYPE II TV° ° 4 WWF OR FIBERMESH WWF OR FIBERMESH () ° 31l2"MIN. 31/2" MIN. (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.IN8' a ° a ° ° ° ° ° ° ° ° ° ° 4 ° ELEV. �-0'-3 l/2"y z • ° ° ° ° ° ° °2x4 CONT. °A�O "",�PRE ENGINEERED WOOD ° ° a = • - 1/2 (min.)- 4 • ' - 1/2 (min.r4a P • TRUSS @24° O.C. U.N.O. ° g ° a ° N HURRICANE ANCHOR @EACH ° °GARAGE DEPTH VARIES°° 31/2"(min. - 4" ( 31/2"(min.) - 4"zz/TRUSS (SEE UPLIFT SCHED.) W/ _ - METAL PL. UNDER EA. TRUSS ° ° ° ° ° ° -� I I MOISTURE BARRIER TYPICAL INTERIOR BEARING(2) #5 CONT. 4" 1'-4" '� 8" (2) #5 CONT. U.N.O. �, 8";/.-. SHINGLE ROOF U.N.O. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT KGG'� GARAGE SLAB AT STEP rB'�� TYPICAL BEARING WALL STEP SHEARWALL rcNTYPICAL BEARING WALL @ STEP CC NAILING SCHEDULE ON SHT. "= ,- " S3 " S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION SCALE: 3/4 -1 0 SCALE: 3/4 -1 0 ELEV. VARIES FOR ADDITIONAL SLAB — — INFORMATION. ALUMINUM DRIP EDGE oS��JP LUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C \12'N.\O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. `SEE SOFFIT SHEET LOAD BEARING OR o 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT.o 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION FILLED SOLID W/GROUT = #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR 04 LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 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 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR .-TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR „ „ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ FINISH 1x2 PT WD FURRING @ 24" O.C. IN FILL 1/2" GYPSUM WALLBOARD CIELLS (SEE U.N.O. FOUNDATION PLAN S FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH ;n FILLED CELL TYPICAL Al MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6x6 C NOTE:EXTEND WWF OR DECO FINISH 4" to 6" "FIBERMESH"W1.4XW1.4 BELOW GRADE .E N • •a I ;0 r2 6 MIL VAPOR z 8 BARRIER C � J COMP. SOIL. • (COMPACTED TO 95% MODIFIED PROCTOR .61 ASTM D1557) Y I I I \ (2) #5 REBAR CONT. 3• 1 MIN. CLR. ON 3" CHAIRS TYP. 4' 1'-1" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0' S3 a N E OPT: DEPRESS SLAB 5 Y' DEEP AND 6" BEYOND - i DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--x BLOCK WALL BEYOND 14 O.H.D. RECESS = �z chi � ?.11.11' SEE A/S3 OR J/S6 `Illfffgji 0o FOR REINF. INFO. 3" MIN. CLEARANCE (1 STOR / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 0 1' (2 STOR GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. -SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: 'FOR BEARING WALL W/ UPLIFT ONLY to)1/4 x31/4 TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE ,:, ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE Z s e = �_• n . . t. �, n V cn P z FINISH GRADE w GRADE 40 MIN. 740ksi #3 & #4 LAP SPLICE [GRADE 60 MIN. 25" MIN. LAP [30" MIN. LAP] J6 MIL VAPOR BARRIER '� �— �� —^■ii• �, �oo�yo��w�oow��o��oo�.00i��o� #5 REINFORCING BAR ' , • ' 11.E (l:= 71.=71.=11'=1L LAP SPLICE • - MODIFIEDPROCTOR �I l llr >t 1557) • •. . •• SECTIONSEE TYP. WALL •- ADDITIONAL SLAB INFORMATION. 11=11=11.�11�11,=111= �11,�11 11�11.�I1 ll_i1=11�111�11�11'�I1� �1 —11-11`�11`�II�11•�ll�-n _ • TYPICAL THICKENED EXPANSION JOINT _ N Cn SEE A/S3 OR J/S6 FOR REINF. INFO. MIN. EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. t E� N M SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB Ol a CONT. BEAD SEALAN INTERIOR -31 CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB co c �' I -III I I j 1= 6 MIL VAPOR -11 1=17, BARRIERu 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 � D w U CL — �.. e . D a- �- ° •LU 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE E REBAR DETAILS rF S3 SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN a (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO (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 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 (2) #5 CONT. I~��I ON 3" CHAIRS 8■ 1 �4" 81r (TYP.) O TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES j 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) [� I r WWF OR FIBERMESH N_ I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE j w 6x6 P.T. #2 SYP g w o w ABU66 CO -2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 O.C. �:-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN -INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT E 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH , ee) w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) ° BRICK PAVERS or SLAB PER a U-0" FIN. FLR.jh COMMUNITY SPECS =111=III-III-I 11=1 11=' I I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 0 S.G.D. SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD = d CONT. FOOTING STEEL MAT REINFORCING. cr ' M w 111E 11 a a. �I11=1 I=1' z W M I —I i I —I —111=1 11=1 I I —III W tlQ It_ ° 1411 1=1_ - i� Z 11=1 =1 11=1 11=1 ! 1=1 I F El I I=1 I I— _ w III III=III—III—III=1I III=III=III=' ooTING I=1I —I I1=1I1=1I I ,I—1I1=1I I=' BEYOND PAD REINFORCEMENT -I 1=1 1=i (SEE SCHEDULE) 3"MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 C9 v z_o z�z a Ln (D -J w (10 0 Z — 0 w ITU � �N U H M mo M C •pa7 M ' 'C N ¢ rn FZ 1k ,n �< d Al I B De N Z WZ z s��.B f� a W LL Z 0 -�� 0 N1 o ^ m � x d ZHMEo) W 0 ❑ fro zz 04 �. W w OCr. � O F E S 5\0; /�tff1i114111 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 Engineers signature and seal. LEN NAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 9 CC W9 za co a Uz$�o J D U zZ W Q '� W JR6m R��® CU J Q > 0 Ov Q . o Zs O U°P Q Z Q W J In rl L U Z8 d• z ZUj ca O� g uj ,--i c= o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO. 4v0 SHEET NO. S3 (MONO)