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I(1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d 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 3 1/4"TAPCONS @ 24" O/C & @ 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 a • e . (2) LAYERS TYPE I OR TYPE II e- (#15 OR #30) UNDERLAYMENT - S8" FOR ROOF PITCH 4:12 OR LESS. D FOR UNDERLAYMENT REQUIREMENTS SEE R905. PRE ENGINEERED WOODTRUSS @ 24" O.C. U.N.O.12/—METAL HURRICANE ANCHOR @ EACH�P') VARIES TRUSS (SEE UPLIFT SCHED.) W/ PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG 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 BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT of Fil 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOENAILS (U.N.O 1(O HIGH STRENGTH GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .} (OR / GYP. TYPE X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM 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 ALLVFFOR 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ EXTERIOR OR SHEAR WALLS ASHGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) RTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10""J" BOLT @ 24"O.C. W/IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE = 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 112"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL �� ° a A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS —� / 2 0 31/2" MIN. 31/2" MIN. \/ C ° C a ° a d ELEV. 4-3 -0-31/ � a d p° A.F.F.� - ° 2x4 CONT. U_ a 31 /2(min.)- 4 — ° N \ ► e ° 0 zx! 0 `�— 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. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6'. INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 1 WWF OR FIBERMESH 1/2"(min.r 4- 4 1 �, M �jP11=911 el�el �rh. �tla�r'aaJ. .r i.r DEPTH I1-11.�11! "ll""'il�llr'711-1111�11��' 1�"r Il�ll!"�Jl�'ll°'0ll' 111-11�"Ilia1@1111 " ll�ll�ll=�ll�li�' I,;��1=�11�11.=�1=11==11 H 11-HdSIT 11=11`-�hll`,�11-�1 U.N.O. U. • WIN GARAGE SLAB AT STEP K"B� TYPICAL BEARING WALL C@ STEP 0 SHEARWALL C TYPICAL BEARING WALL @ STEF 1 ® 1 � 1 vi ems• SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16 O/C \ M�N� Joys SCREWS @ 7 O.C. SHEET LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY \�' �� N (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS 8" C.M.U. FORM SUBMITTED WITH PERMIT /' ` FOR WALL HGT. s V-6". (2) 8"x8"X16" KNOCK-0UT EXTERIOR WALL NOTE: ROWS 2x BLOCKING @ 3rd PTS 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". INSULATION PER BLOCK W! 1#5 CONT. "STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/81/2" GYP. WB (MIN.) @ GARAGE PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 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 N SP1 wl SIDE IF APPLICABLE. 8" C.M.U. TYPICAL 5l8"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 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"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR E *SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING - 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 2x P.T. PLATE .; w ARCHITECTURAL TYP. T PER MFR INSTRUCTIONS w t, ° FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @' 4" O.C. ' ` GRADE r., _ �— ° z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=40ksi a r ' ' ° p• _ _ .16 .p FINISH GRADE °O M [GRADE 60 MIN. Fy= WWI p .. T 4 (1) #5 VERT. IN FILL MONO OR STEMWALL ? M t, • 25" MIN. LAP [30" MIN. LAP] g I T 1/2" GYPSUM WALLBOARD ° CELLS (SEE FOOTING MONO SHOWN o - W U.N.O. FOUNDATION PLAN FOR CLARITY °O 6 MIL VAPOR BARRIER D ;. °UJI #5 REINFORCING BAR R 1 7/8" `� _ FOR LOCATIONS) P ° o I=III=III=III=III=III=� - z - lx4 P.T. BASE NAILER D ° III —III —III —III —III— 11= ? ' ' r #5 LAP SPLICE (2) #5 CONT. - 4"x4"INSPECTION oD ° I—III=III= i I —III=) I I=I ON 3" CHAIRS PORT AT EACH NOTE: g o I —I —) I=III=III=III= N > 36" MIN. LAP [36" MIN. LAP] 8" 1-4- 8" 31/4" BASEBOARD *FOR BEARING WALL =III=III=III=I I (=III= I COMP. SOIL. (COMPACTED TO (TYP.) FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ _ __ — =1 95% MODIFIED PROCTOR ASTM — — 10" _ MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR I I I=1 I I=1 I I=1 I I=1 I I=1 I=III-1 I I=1 I I=1 1=1 I I-1 11=1 1=1 =1 I =1 I I D1557) MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -1 I I=III=III=III=III=III=1 I=III=III—III—III=III=III=III-1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HQOK MUNICIPALITY. CURB DUE TO SLOPE =11I-IT_ITI I I ,,I I 1111-III-111=1 i'— #6 LAP SPLICETYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF`*� WALL W/UPLIFT rG W1 4XW14 WWF OR 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. "FIBERMESH" N r r •► DECO FINISH 4" to 6"SEE BELOW GRADE = Z TYP. WALL SCALE: 3!4"=1'-0" SLAB INFORMATIONTION FOR ADDITIONAL ��S3 6x6W1.4xW1.4 ' 'Q 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► d ? min. 4" BARRIER , p 1 D < ° a v GRADE v COMP. SOIL. • T co — — — (COMPACTED TO 95% (1) #5 REBAR w/ OPT. MODIFIED PROCTOR — S ENCLOSURE ASTM D1557) 3" MIN. CLR. I- (2) #5 REBAR CONT. 4 ON 3" CHAIRS TYP. 4" 114" 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"=1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS tt z 4" °Q T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR / 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 d N M • w M TUr- °Q . r ,4..•t. SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 S19 RY) GARAGE DOOR SLAB RECESS J 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 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 = FRAME -DOWN FALSE BEAM w/ (3) r WWF OR FIBERMESH_ 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) I FOR TRUSS I AT 24" O.C. MAX. M SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL := BEAM SIZE & CONNECTION INFO P.T. 2x 1/2" GYP. BD. " HOLD GYP. BD. 1/2" FROM SLAB 0� • J CONT. BEAD SEALANT 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 0o Cc Ee M 6 MIL VAPOR --- BARRIER =11�—III—► ► —I 11=11�=T- ' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 1 I 1 1 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE AIS3/J/S6 - 8" Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE r SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J w o w ABU66 U) 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS E M FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 `d SIZE AND REINFORCEMENT) WWF OR FIBERMESH BRICK PAVERS or SLAB PER a a ° 0' -0" FIN FLR / COMMUNITY SPECS lip VA P SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING. Q' ' T M °° GRADE-__ d ° a d c� Z t w o ;III=III I —III— ° °. I-111=III-111=_I' —III—III—III—Ili w 00 0 "' = I I II 111 a� z tl U _ ° ° =1 11=1 -11I I 11=1 11=1 III —III —III 11a I I —III —I 1 I I —I I I—i I i— ' FOOTING I. ;,I I II I II I I„I I I I -1 I I-1 I I—' BEYOND PAD REINFORCEMENT II i lII ,I 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3�_ zo z� z a Cl -J Ora o •U — — OW �V) � U M m o W '— 8 ® G1 M (Q�O M C) T C) " o `a ¢ I D. B� e N 00 Z W�`N`z ri z L Q roLL� a �' �W ; a o U) �t6 m Z oLL W Q Nab. °a � Mire o ej VI { Ctw- 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 Bth 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 W In a Cn Uz 0 z W CC CC Its 8 � U- J $® z 'co -a 0 O U M M ¢ Q Z IL . -R6 -96 �oQ 0 L.L� w Q N Z J Ln rl� LU �~ Q Z $ Z tz �y m O g W = z �f ,-1 a cn s SCALE : AS NOTED DATE : 10/2/2018 TECH: M)AMES VERSION N0. 3ol SHEET NO. S3 (MONO)