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I I 1 I I I I 1 I I I I I I I I I ------------------------ FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P.) . VARIESFZ�z/ INSU 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE"I @ 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 (1) LAYER TYPE 11(#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD xzTRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH z TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 - ^ ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"44X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL rTYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER > 4"x4" INSPECTION 0 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL o MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER 2? TO CUT BLOCK OR POUR MUNICIPALITY, CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 11 NOTE:EXTEND N o, W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" i BELOW GRADE IM N °O co 6 MIL VAPOR-/15,r 0 50 BARRIER , © ,r 4 Z1l T to COMP. SOIL. e _ o (COMPACTED TO 95% MODIFIED PROCTOR I TTF=-TT1- iTI LO ASTM D1557) 3" MIN, CLR. I (2) #5 REBAR CONT. ON 3" CHAIRS TYP, 411 114" STD. 90 NOOK (SEE o U.N.O. DETAIL) TYPICAL WALL SECTION rA cn � SCALE: 3/4" =1'-0" 53 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE - , (2) #5 CONT. ON 3" CHAIRS (TYP.) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1A T WWF OR FIBERMESH `1) Ih�I111111� o l 8" 1 -.1w ..—. L. u - I TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT (GG SEE TYP. WALL SECTION SCALE: 3/4"=1' 0" QS3 FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS - TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY , NOTE: *FOR BEARING WALL W/ UPLIFT ONLY S.P.F. STUDS_@ 16" O.C. IV r- I 11 I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "I @ 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) (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"16" 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 (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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. JSHEATHING 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 EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"0/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING 17 1 INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-T" 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 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR 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 SIMPSON SP1 w/ (10) 10d NAILS 2"1 PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND r (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT - 2x P.T. BOTTOM PLATE ELEV. 0-0OL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 211 x 6 W1.4 x W1.4 ATTACHMENTS / 2#1 6 x 6 W1.4 x W1.4 ° 4 WWF OR FIBERMESH / WWF OR FIBERMESH �31/2"MIN. 1 �31l2"MIN. a a° 4 4 ELEV. -0'-31/2" z 1 G ° a aq ° ° ° d °.4 A.F.F. O a 2x4 CONT./ g a a a o le' L1/2"(min.)1/2"(min.)- Or� - 00 I I f ii1 a -3 1/2(min. - 4 31/2 min.) - 4GARAGE DEPTH VARIES -1I--II I—I—If-11 R_1IT V° =1 I-T,__-T— IT I—ITI=1 GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x STUD 8" C.M.U. I 1"x P.T. STUD 1 #5 VERT. IN FILLED CELL 5/8"4" "J" BOLTS BOLT I I @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR I (6) 1/4"x31/4" TAPCONS I I SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V4 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 GRADE 00 — e _ _ — e _ it iiT Ti'f=T i 1 i'" _ _ - - - - (1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND o PAVERS / DRIVEWAY EXPANSION JOINT s CONCRETE SLAB 14 13" PAVERS O.H.D. RECESS z O.H.D. RECESS — I I �=1 I = I � . ' �� a' ' � •_ I _ � � r� --1 I—i— j FTI=fI�=1 ,�....:./. ' ° � � I I �I �I � i 1-- . a: 4 - Ilf�=tl�='I( = — I ' III III a: . a . ��ri ' 00 �fl 1 o —III— ��. '' • �'. OT I- CL L� �f� III ill SEE A/S3 OR J/S6 _I I( Pit I ff SEE A/S3 OR J/S6 'I I I l I I I- II 1 I, l I= FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 0 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4" (1 STORY) 1' 8" (2 STOR) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS �,� GARAGE DOOR SLAB RECESS ,J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S.�,S3 M ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 1/2" OR 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. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS --, (2) #5 CONT. 4r, 11 — -11 111 $n U.N.O. MIN. TYPICAL BEARING WALL I STEP an SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 718" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER + 5/8 x 10 J BOLT @ 24 O/C W/ 2"* X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESHEzzr WEEP SCREED INSTALLED7�7 BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi o FINISH GRADE °O 2 „MIN P " I [GRADE 60 MIN. Fy= 60ksi] T A \ 5 . LA [30 MIN. LAP] _ - 6MIL VAPOR BARRIER -) I I D a I I —I I I -I 11= I O° R 1 7/8" ° L� I -I I T #5 REINFORCING BAR' II II D II—f�111111�11111� f � • D 9 COMP. SOIL. (COMPACTED TO _ _ 95% MODIFIED PROCTOR ASTM - 11-III=1I -I D1557) 111111111It 1111,,111„111-- 4" 1-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 21$ HOLD GYP. BD. 1/2" FROM SLAB 01 CONT. BEAD SEALANT i a ¢ INTERIOR c a �lr CV �' M CONCRETE NAILS W 1 1/2' J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S 9tr 00 n E —_ co 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=VI -2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E !. 6x6W1.4xW1.4 ;14 WWF OR FIBERMESH a 4 K S3 ►r�r� REINFORCING°1 HCYOK ,6 A. REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. " SEE PLAN FOR TOP OF BEAM (2) HTS20 2x4 P.T. PLATE o.s.a. COLUMN LOCATION — — SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0'-0" FIN. FLR. z w o Q> > :� LU o w W 17) M (2) #5 CONT. 4 Tr-,-,4 I-111 rrT8„ U.N.O. MIN. TYPICAL BEARING WALL @a STEP rCC SCALE:3/4"=V-0" S3 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 _�— �I I I � m • '• a p • W LU (2) #5 CONT. 111,.E ON 3" CHAIRS LI (TYP.) 8" 1'4' (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 APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) G _E 6x6W1.4xW1.4 WWF OR FIBERMESHI co r 91 TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4'1 53 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH _N FOR TRUSS m r; CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN - - - -� a ' ' a FOR STRUCTURAL BEAM SIZE & a il— CONNECTION INFO ce) __ a) �. 1 � I- - 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL -6x6 P.T. #2 SYP SLAB INFORMATION. -ASU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" 53 _SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND 11I w/ 1/4"x3" TAPCONS AT 8" O.C. PAD FOOTING I -TRIM PER PLAN 8" MASONRY WALL I I EXTEND FILL CELLS TO FOUNDATION PAD E SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL j j MAT REINFORCING. r ' VARIES PER PLAN M -SIZE w/ MIN. (2) #5 VERTICALS 00 GRADE a ° FILLED SOLID (SEE PLAN FOR 77 _ 111 SIZE AND REINFORCEMENT) LU 4 ►- LU w LU -BRICK PAVERS or SLAB PER LU w i��-�� 1 ��_��-��= 00 `n = -� �_� • °� - _ z z < COMMUNITY SPECS 4 a _ _' " I; `' - _ _ -- _ 55 il=��_��_��_�� „��-�� BEYOND PAD REINFORCEMENT-!-�-I I 1-i-' 3"MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. - SEE SCHEDULE TAPERED COLUMN FRAMING rCD12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4" = T-0" \IIIIA�illt SCALE: N.T.S. �,13 oil � r M 0 z B w M p �V — Q w 1~ Cl) V u o0 m 1.1.! ®B a) M - Cl) -/T�- �1 O 9 N if '00 y t� YrL <L CD C., U.) 0 am rn< o D. N C B D C 1.0 Z W F C. �� IX Nu-o w W 6 N a W �E � � Zv¢ °x o `p z o LL Z L!J W. U.COMAI '101 al To the best of the Engineer's knowledge, information and belief, the structural plans and speciflcations 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 seat. 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oz 0 "'RLu za >-r vJ J zaa W<ce0� o4US Z V W � W �IYxJ d°0, CL ^� U� O QJyy��' z o < } U f 0 06 In cu p In OJ z W U V N M ¢ oz 0 o J �o O j0, n0.. oto� N ww 4 Q 00 ¢g s o�9� Z Z N �o 0 ao�Z J r-I W di 57 < W y a z o o¢a o9F M Z Z<Q CCalZ N Vr O J z O cn i < Lu ,--I a cn o SCALE : AS NOTED DATE : 4/5/2019 TECH: JBERCHAL VERSION NO. 42 SHEET NO. S3 (MONO)