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2x #2 SPF STUDS - - J @16" O.C. W/ (2) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP') 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 1630A � 1[07=» CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (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 z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & g @ 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 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH "' PITCH > 4:12 D (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT Q FOR ROOF PITCH 4:12 OR LESS. I -I PRE ENGINEERED WOOD _- TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH I I' 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 r NAILING SCHEDULE ON SHT. SN1 SEE TYP. WALL SECTION SCALE:3/4"=1'-0" S3 FOR ADDITIONAL SLAB ELEV. VARtES� INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "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 00 g FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOINSPE ARD—� PORT AT EACHON 1 \ \ I I b II bl /1 FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR 0o MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE:EXTEND Q W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" LO BELOW GRADE N a - , CN 'D r 00 ° C9 = 6 MIL VAPOR o BARRIER o D iv COMP. SOIL. (COMPACTED TO 95% - -L - N MODIFIED PROCTOR :7 co ASTM D1557) / 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) i TYPICAL WALL SECTION A 0 SCALE: 3/4" =1'-0" S3 C 6 00 N 0 E OPT: DEPRESS SLAB 5%" '- DEEP AND 6" BEYOND - E E DOOR TO RECEIVE = PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14" O.H.D. RECESS � z a !.e•''j�� III SEE A/S3 OR J/S6 ---'_ILI I I I I.15LL , I III I J= 00 FOR REINF. INFO. 3" MIN. CLEARANCE 1C14' " 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) M GARAGE DOOR SLAB RECESS Y Ki., N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x P.T. PLATE 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 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 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. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE ")C@ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE 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"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2 �3 112" MIN. ELEV, 4-31/21' z A.F.F. p D CV — — — — ° C TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH —� `-TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ w/ (2)16d TOE NAILS @ EACH END s „ „ „ (U.N.O.) (OR � GYP. TYPE X @ (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) 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. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL (1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 6x6W1.4xW1.4 WWF OR FIBERMESH 2„ /WWF OR FIBERMESH ' , I'31/2" min. - 4" �• -I I � I-1 I I_ 1/2"(min. - 4" LEI I =1I_ (I -_I I T III -III -I 11=1 11 I �I (2)#5CONT.I -I -�Tt 1�11�11% 1_, I 4" 1.4" 8" U.N.O. MIN. TYPICAL BEARING WALL an STEP an SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" CON SECUP�� ecs c �31/2"MIN. I 131/2"(min.)-4" 00 3 1/2"(min.) - 4"I- 911 =1 I I-1II J J I-III=1 I III LI-1T_I ' 11= 1-1=1TI=1_TI-III-I I-11- (2) #5 CONT. 4„ III —I ii1-4'I I 18" U.N.O. MIN. TYPICAL BEARING WALL @STEP CC SCALE. 3/4 -1-0 S3 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" 0/C o' THIRD POINTS 1"x P,T. STUD INSULATION PER CHART ON FLOOR PLAN #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ IMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR —� r Zx P.T. PLATE ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR GRADE Z D , '- D c7 — ° D. z FINISH GRADE GRADE 40 MIN. F = 40ksi #3 & #4 LAP SPLICE y [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] \p o °Dcj -_-__ III-I-1 _ 15 >O0 6 MIL VAPOR BARRIER , III I ° = °° ° z 'rl I IT JI_I=1 I ►- N Z T #5 REINFORCING BAR R 17/8 -� IJI-IJI -III IJI III IJI- I-.11�II1-11�11 D° ° =III -III III=I I IJ I I -I I M I 1 •. -II=I LEI I I=1I #5 LAP SPLICE N I_1 D ° . —�I-1I I-= 1��—I' 36" MIN. LAP [36"MIN. LAP[ � J J T g OMMODIFIE(D COMPACTED PROCTOR ASTOM =J=1 1=1 1=1 1=I 1=1 1=1 I JJi ,III D1557) III-III=1 I=1 I I=1 I I=1 I-III=1 I- 4" 1, 4" i i--L_L _LL1l l l l l l l_111 111-III-III-11 FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" 0 - - a SCALE: 3/4"=V-0" v GRADE III T 11—I r (1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT 1t I 1 I I � !•a• . "+,•' �I •�. .. 1 SEE A/S3 OR J/S6 J -'! I I II I ,III' FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS 00 11 Ir_ r E CV co SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB Ol ,_ „ a J CONT. BEAD SEALANT ¢ INTERIOR d.A °- < a -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB °d co 6 MIL VAPOR( - BARRIER 1=1 I I =I11 _111 111 111 RE 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" -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 v 6x6W1.4xW1.4 c�.I WWF OR FIBERMESH C, d d ° K 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 WEND OF 2" x PLATE 0 D LLJ uj w a. -1 11=Im. a P ZI IL r�l=l I �I I I D T,LI I I I I I II�r I _I (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. .E 6x6W1.4xW1.4 WWF OR FIBERMESH r _ III=III-III I I I I �I I I-��' r (2) #5 CONT. =I 1 I I 1-1 1 I IIF ON 3" CHAIRS 8" 1' 4" 8" (TYP.) TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES 6 6 W1 4 W1 4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS CONNECTION INFO 1 1/2 RECESS FOR S.G.D. (U.N.O.) WWF OR FIBERMESH N co - a ��; SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM a ' I I-1 ITI; SEE ROOF PLAN HTS20 FOR STRUCTURAL 00 'r a E= IIL I-1 I I I F (2) 1= I 1 BEAM SIZE & CONNECTION INFO a 2x4 P.T. PLATE 9 7116' COLUMN LOCATION O.S.B. I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 -I „I , ,' I I' Ir'- . I ' 11 I MIN 7/16 O.S.B. SHEATHING 8 Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE c SEE TYP. WALL SECTION FOR ADDITIONAL J 6x6 P.T. #2 SYP SLAB INFORMATION. o W ABU66 SLAB STEP & RECESS S.G.D. rM V) SCALE: 3/4"=1'-0" QS 3 SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS 9- TO FOUNDATION PAD ' d SQUARE CMU BLOCK BASE, MAT REINFORCING. Q ' CONT. FOOTING STEEL SIZE VARIES PER PLAN r� W/ MIN. (2) #5 VERTICALS z GRADE a c�., FILLED SOLID (SEE PLAN FOR = _ ° a _ SIZE AND REINFORCEMENT) c� = ° Z LL' o-I I I -I -IJI-IJI-1 1 1=1 1 1 w �- a w 1-1 J 1 J 11=111=1 11- Z BRICK PAVERS or SLAB PER p o "� -III= ! • ° a -_- -_-_' - z 0'-0" FIN. FLR. COMMUNITY SPECS 11 1; _ - - - .•?Affjo Ai 111 1 I -I 11 FOOTING J -III III-III-III-III=1 I III=1 1=1 I- (1 Ii 11 l 11 iiil 1, �) _III -III-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 0 z o - o z CD N z� a U) z 4--' W rz M .V — 0 w = o �V � o0 m W E— 8 M N co 7 C',— 2 a coo _ C) 1 o' a N L LL 00 <0 0 -00 Nao • g z m<o A I B D® N.0 B.D C ._. d_a -xi N N 23 23 V� N Lu o M m 00 Z W z W L W � 10 o W oc� a) Z a�E� W N¢ '_ A prxv� ❑ ❑ .4`t1i o ( ice. / SE a e 'tr.. .°4111 .a P ;,��``�,�d�,�� 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. 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com oz rr Jj f F aoo� J � 0 a ZU� �- LLJ �owZ Q J Lo r V iZ 5 �1 Ln � Z Q OO -v O �w = `� Q I w o°z o M Z aU8 Lr) zw N N N o-oQ a Q 1- oW�° Z Z �--I 1. a 0 J awwLIJ rl W w; g�a Ln N 2:Q Q Z WwQZ Z t o, o 0 06 Q� 7 = J m rn ,—q 0- cn o SCALE : AS NOTED DATE : 3/29/2018 TECH: J M UROSKI VERSION NO. 5ol SHEET NO. S3