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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8`-1(2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & N @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 D ° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT -I I1= 1= I1=1 °° . .. D DA — _ _ FOR ROOF PITCH 4:12 OR LESS. _ PRE ENGINEERED WOOD = ITI—I I I I �I I I I 11=1 i t III I I TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL, UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SGALE:3l4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. I 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM DRIP EDGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 145 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD—,-1(1) #5 VERT. IN FILL CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB c,) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W16X6 W �- NOTE:EXTEND W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" 71 BELOW GRADE E _ A N * °00 00 D - 6 MIL VAPOR BARRIER ; p 4 II p i II T COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. O #5 REBAR CONT. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O.N CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5V DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS/DRIVEWAY CONCRETE SLAB PAVERS-i SEE FOR REINF. INFO. 3" MIN. CLEARANCE 1'' 4" (1 STOR ) / 1'-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 O.H.D. RECESS z 5/8"OR 1/2" HIGH STRENGTH �—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGAROOi (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR 8" GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A H ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT 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 ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BO EXTERIOR OR SHEAR WALLS AS HGT. < V-61. (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (T INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE A 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.G. @ FIELD "SIMILAR AT FOUNDATION SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS T 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO:IF`' ELEV. 0'-0° (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILAI OR 5/8"x10'WEDGE ANCHOR @24" x 6 W1.4 x W1,4INCLUDE THE WALL A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 31/2"MIN. 31/2"MIN. d ELEV. 4-31/2" d a s d 2x4 CONT. a A.F.F. O „ „ dad _ _ z D p c °' ►I[-1T�—III f31/2(miii4 _ z . d - — - ° ° a N - — ° -I—_�LI—TL= — — _ _ p �r 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. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-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 I=1 M. ; (* 1/2"(min.)-4" d a a 31 /2"(min. - 4" 11=1 I I! I I111 I I 11- 31 "(min); 4" -I I —I 111 _I I I I I L�I I GARAGE DEPTH VARIES lT 'IT( _ 1Zf--1Ti 1�T� 1= I i l�l Tf(`—T —I I I i=I T a g � —! I -�Tl l 11 l fTTHImo; (2) #5 CONT. 4" 1'-411 81, (2) #5 CONT. 41, 811 U.N.O. MIN. U.N.O. M N. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP @ SHEARWALL C TYPICAL BEARING WALL @STEP CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SEGJ�� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED Wl 8d COMMON NAILS @ 4" O/C 2x S P F STUDS @ 16110 C BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 o s LOAD BEARING OR INSULATION PER FBC AND ENERGY coN EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / \ NOTE: 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR � SIMPSON SP1 w/ G/S3 FOR ANCHOR „° „„ METAL LATH. OTAL THICKNESS 7/8" OVER FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE x 10 J„ BOLT @ 24 0/C W/ 2„° X 3/i6 LAYERS WlT3RD LAYER 1/8" THICK. K.O. BLOCK (10} 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 wl (10)10d NAILS @ EA. STUD (6) 1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W! SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR *SIMPSON SP1 #5 REINFORCING BOLTS 6" MAX FROM w/ (10)10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE r 2x P.T. PLATE :. W TYP. PER MFR INSTRUCTIONS D ASSUMED FINISHED ° #3 OR #4 REINFORCING BAR U a - D. D GRADE 40 MIN. F= 40ksi zi A GRADE N �- _ z_ #3 & #4 LAP SPLICE y iT1=11 III m p FINISH GRADE °O M [GRADE 60 MIN. Fy= 61 i] a p . Z ch D 25" MIN. LAP 30" MIN. LAP=111=1 I I -`I MONO OR STEMWALL — — � [ ] °=1 11— I - _ _ _ _ _ „ III FOOTING MONO SHOWN P _ R 1 7/8 I I=1 I - FOR CLARITY o D �D . D a0 6 MIL VAPOR BARRIER =T I p D ° — —I _ . 0O w ' i �T _ I I z #5 REINFORCING BAR T ° I 1——T��I --T (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6 (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3501 MIN. TENSION 2600#) c E 6x6W1.4xW1.4 WWF OR FIBERMESH T T p ° III-1 I-1-1-1 i D-1 #5 LAP SPLICE (2) #5 CONT. D° I-1 I I—III-1 i-1 I I-1 I ICI I I I III_ 11 1 7— t ON 3 CHAIRS NOTE: g III —III III III —I I i—III- Zv I II I ®. r1i —III=) IT 36" MIN. LAP [36" MIN. LAP] 1'_4" 8" *FOR BEARING WALL 9O/o MODIFIP. ED PROCTOR ASTCOMPACTED OM �I= I I== C = �_=11 t- 10" W/ UPLIFT ONLY — I D1557) �, Tff�,;� I�,-�Li-'-` III-III=III—III—III-I—III—III—III—III—III—III—III—III-1 ° 1'-4° #6 REINFORCING BAR #5 STD. 90 Hi II4 —I I —I i I-ITI:, iTi i I I-ITI=1 i 1=ITi ;ITI=i i I-i i I= I #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION, 6x6W1.4xW1.4 31/2 WWF OR FIBERMESH min.) 4" v GRADE a' M M M r -(1) #5 REBAR w/ OPT. 111= 1I1=T I I=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" IIIS3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' CO... 2 II �.: e.•. 41, o0 SEE A/S3 OR J/S6 i I ICI IITI FOR REINF; INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 01 1_ 1 J CONT. BEAD SEALANT — a . INTERIOR d a . -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 ad 00 E N 1=1 11— —11= ;III=1 M 6 MIL VAPOR =-=1 i' BARRIER — I I I L I III III= I I I- ' =1 11=1 I f=1i— ' ;ICI,„III,,;ill,,,lll, 111_ 411A 11 INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 GARAG TAPEREDSEE FOUNDATION COI PADINFO. FRAMING REBAR DETAILS rF-� SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. x zf FOR TRUSS ' • SEE PLAN FOR x x CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN ao (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO i I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S31J/S6 —� _ 1 MIN 7/16" O.S.B. SHEATHING 4� �`-�• 8 z ATTACHED PER NAILING FOR REINF. INFO. SCHEDULE OPTION #-I w ¢ SEE TYP. WALL SECTION FOR ADDITIONAL > J 6x6 P.T. #2 SYP SLAB INFORMATION. W ABU66 SLAB STEP &RECESS S.G.D. M SCALE:3/4"=1'-ii S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' C' ) 00 GRAD I I —I W I a d Q—III I I I I I-1 Z_ I —III —I I l i—III III —III W 00 0 w I I II II L I a� I I=1 L I=1 I I1 - Z Q FOOTINGULI -III I I I=1 I I=1 I i—I 1=1 I I (I III —III- C) BEYOND PAD REINFORCEMENT-]-�-1 I I —I l—' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. S3 WALL W/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) II IF WWF OR FIBERMESH K�P co 0 — D z z � W R3 a 0 ft5 m W E � h®- pCN� 21 E 'O_ M S N O `o N 1 W 4d Ili I� L ILL W C00 <C rn 1n L , & v rn d o Al® N.C-B b C N ti W � oM LU MNaoZ w .2] W LU g _ W -E P w � >=moo � a a w Z z- 0? O WIL0�'�46�lgAj % g. OFESSko 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 - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LEIMIMAM 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com =p i� < UW pF, Q K Q �Zz LU u, a � Z o Cl 37 -� Oz a o j 2 US9 3:00 00 N US " z 0 ¢�0 o J z i�ma N 0 i= OW z<z< Soho Z z W J Lfi q LJ_1 Q W z<z Lazo U0 - z u M Z =0S m IM Z t LU F o rn a W O SCALE : AS NOTED DATE : 7/29/2019 TECH: SCASEY VERSION NO. 31 SHEET NO. S3