2995 Moulden Hollow Dr - Laserfiche WebLink

Browse Search

_ _j 2x #2 SPF STUDS @16" O.C. W/ (2) 161 TOENAILS T & B v (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 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 3 1/4"TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) 2 #5 CONT, ON 3" () Q' 6 x 6 W1,4 x W1.4 M UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 0 ° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT T FOR UNDERLAYMENT FOR ROOF PITCH 4,12 OR LESS. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. !8" 12 HURRICANE ANCHOR @ EACH(NP') 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 KOGG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - INFORMATION. 5l8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE to 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) /7 S.P.F. DOUBLE 8"x8"x16" 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"°016" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 2411 O.C)2"@ OR 5/8"x10' WEDGE ANCHOR @ 2 ° A.F.F, O,C.) 31/2"MIN. d 4 ° ° d d ° ° ° 4 ELEV. 4-3 1/2" Z C d ° ° 4 A.F.F. p 4 2x4 CONT. ° 0 ° d Q I I° • e ° ° ° 4 d LV 31/2"(min. 4' - ° • GARAGE DEPTH VARIES ° ° 4 d d C ° 1 ° ° ° ° g �1-r l 1 1 -• (2) #5 CONT. 4" 114" GARAGE SLAB AT STEP B TYPICAL BEARING WALL (� STEP C SCALE: 3/4"=V-0" S3 "SHEAR WALL" 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. 11) 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. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL.-HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT:1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"00' WEDGE ANCHOR INSULATION 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 INCLUDE THE WALL 16 x 6 W1.4 x W1.4 ATTACHMENTS 211 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH �� \ WWF OR FIBERMESH �31/2" MIN. I - 1/2"(min.)-4" z p ° . ° -'I1/2"(min.)-4" ao 31 /2"(m n) - 4" - ° • (2) #5 CONT, 4" '-4 8'1 U.N.O. SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE:3/4"=V-0" S3 SCALE:3/4"=V-0" S3 BOARD PER CODE (OR wo ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qc� t GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA J ABOVE W/DRYWALL 2x S.P.F. STUDS @ 16 O.C. BOUNDARIES, 6 0/C EDGES, AND 12 0/C FIELD. 2x STUDS 16" O/C �M�Ms EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ \ �N SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD @ INSULATION PER FBC AND ENERGY (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS ` FOR WALL HGT. <- 8'-6". 2 EXTERIOR WALL 8 C,M.U. FORM SUBMITTED WITH PERMIT / NOTE: ( ) 8"x8"X16" KNOCK -OUT 2 ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION @ 1"x P.T. STUD () SEE SECTION C/S3 FOR W x BLOCKING 3rd PTS INSULATION PER BLOCK W/ 1#5 CONT. ADDITIONAL INFORMATION FOR WALL HGT. > V-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 1/2" GYP. WB (MIN.) @GARAGE PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ SIDE IF APPLICABLE. IIX2 P.T. HORIZONTAL G/S3 FOR ANCHOR 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 NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA, EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x 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 -- TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 3500# MIN. TENSION 2600#) (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] E *SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING SPACEANCHOR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 = W/ (10)10d NAILS FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH v+o ARCHITECTURAL 2x P.T. PLATE -1 0 W I I V> TYP, d PER MFR INSTRUCTIONS W o ° FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1X2 PT WD FURRING @ 24" O.C. _ n n GRADE 40 MIN. Fy= 40ksi a - - - r ' ' ° - - - - GRADE N .� ° = z #3 & #4 LAP SPLICE • �• 4 C FINISH GRADE 0O [GRADE 60 MIN. Fy= 60kri] a p . • - -; (1) #5 VERT. IN FILL MONO OR STEMWALL z < > o o • 25" MIN. LAP [30" MIN. LAP] 1/2" GYPSUM WALLBOARD ° I - U.N.O. CELLS (SEE FOOTING MONO SHOWN D D D •1 I I 00 C r, . °00 w ° FOUNDATION PLAN FOR CLARITY ° ° _ _ _ _ 6 MIL VAPOR BARRIER A. - -1 R 1 7/8" `n �'T' I I I - - FOR LOCATIONS) D D D °D I -III -III 1 I I- I -I I I- - N z #5 REINFORCING BAR 1x4 P.T. BASE NAILER ° I I -I I I --I I L=III-I 11=1 I I-= 4"x4" INSPECTION D ° = I III=III=III=1 I=1 ' • I - T #5 LAP SPLICE O 2 #5 CONT. PORT AT EACH NOTE: D D _ _ I - - 36" MIN. LAP [36"MIN. LAP] ON 3"CHAIRS 8" V-4" 8" 31/4" BASEBOARD * g 1=-III=1 I -III=III= 11= N COMP. SOIL. COMPACTED TO - _° o FILLED CELL TYPICAL FOR BEARING WALL ==1 I=III=1 I 1=1II=I I Ii , I o ( - I (TYP.) W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ 95 /o MODIFIED PROCTOR ASTM I I I 10" MIN. 2500 PSI CONC. SLAB _ - I - D1557) Trs rrr -1 M AT GARAGE CONTRACTOR I I I=III=1=1=1=1=1 I I-1 i 1=111=III=1 I=1=1 I=1 I I=1 I I-1 #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER TO CUT BLOCK OR POUR �I I, II �IIII III I II III III I 1=1 11 I =1 I I_I I II II I II II I II II II �I I=1 4" V-4" o'o MUNICIPALITY. CURB DUE TO SLOPE -III-_III=III--III- - - _ #6 LAP SPLICE TYPICAL INTERIOR BEARING f3 CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/UPLIFTK�G m W1.4XW1.4 WWF OR "FIBERMESH" Ev ' DECO FINISH 4" to 6" BELOW GRADE , „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 "_ -1-0 S� SLAB INFORMATION. 6x6W1.4xW1.4 >f 31/2" WWF OR FIBERMESH g 6 MIL VAPOR > - �� - - z min. 4' S BARRIER D p 1 N .0'° a GRADE COMP. SOIL. • T 0O ° • (COMPACTED TO 95% - _ (1) #5 REBAR w/ OPT. MODIFIED PROCTOR S,Cr E NCLOSURI co ASTM D1557) -' _ - 3" MIN. CLR. T- I - I (2) #5 REBAR CONT. 4' I bgE ON 3" CHAIRS TYP. L4' 1'4" STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) ' TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" S3 02 N E OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND BLOCK WALL BEYOND DOOR TO RECEIVE i PAVERS / DRIVEWAY `g CONCRETE SLAB 14 O.H.D. RECESS PAVERS %' z 13 III II�II 31l SEE A/S3 OR J/S6--,''' Ir"T" 11_ oa FOR REINF. INFO. MIN. CLEARANCE N 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 0 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 E N' MNr • ' _� : I , . 4" tA SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 ST RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 P.T. 2x 1/2" GYP. BD. 2 HOLD GYP. BD. 1/2" FROM SLAB 0� J CONT. BEAD SEALM 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 d S: -1 I F 6 MIL VAPOR BARRIER SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH Q 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. FOR TRUSS Cl) SEE PLAN FOR CONNECTION INFO N . TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN ;0 C ° 4 (2) HTS20 FOR STRUCTURAL E - _ BEAM SIZE & 4' 1. a CONNECTION INFO M d' 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE W j SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION. NDATION 0 J W to ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-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.0 q MASONRY WALL AND PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS 8"O.C. @ FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL ., EXTEND FILL CELLS c TO FOUNDATION PAD INSULATION PER CHART ON FLOOR PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN CONT. FOOTING STEEL MAT REINFORCING. `-" ' r> o CONT. BEAD SEALANT E ` 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH '� M 0'-0" FIN. FLR, w/ MIN, (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS 00 zGRADE cp =1 I PE 1 Z Uj � F-III=-'I o w u.1 11=1 0 0 = -1 I I=I '` r I -I -III „ ° ° ° • 1=1 11=III=III==1' -III=III=III= w I 11=I I F1 I I_; Z ! • • - -_ _ z - -- �I -i I I=III=i I I =�1 I I= I I I__- _ - FOOTING J _III -_I I I_I I I-III-1 I I I I I --I I I_I I i_ � ° d ° E- - - - _I BEYOND •• SE F PAD REINFORCEMENT (SEE SCHEDULE) 3 MIN. CLEARANCE • '� �' ' 4" 4" .. CONC. PAD INFO. FOOTING WIDTH SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=V-0" S3 SCALE: 3l4" • ,•-o SCALE: N.T.S. S3 z� z � z (DV)Z U' +_0 IL 0 L" N rz W �ZD m O � = •a: o N Cj ca ¢ � R� i� � � o B D. N 00 U) zzE,4z H � c . u; W N 9 LLp 'C nos• •• � �� Val 6 C7 1 FESS�O��. Itllt 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 - Residentlai 6th 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 200 I Tampa, FL 33607 www.LennarTampa.com J Qv0 22 uj W Q 0 �_ cu z 06 z O O U = �• y.� QZ C) R ° Ps rj M 0 V " LL 20 ��W� Z J LJ.I � I a � Im dM' �O Z Z tu W 8 ° 00 g 3 o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO' 4nO SHEET NO. S3