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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 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 INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 1 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 D (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT - I II—I�) FOR ROOF PITCH 4:12 OR LESS. III —I I I I I D I —I 11=1 PRE ENGINEERED WOOD —1 -T l I I 1 TRUSS @ 24 O.C. U.N.O. HURRICANE ANCHOR @ EACH (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (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 & CE @ 6" MAX FROM END OF 2 x PLATE _E 6x6W1.4xW1.4 N WWF OR FIBERMESH "' iTII — 17171—II——' :- TRUSS (SEE UPLIFT SCHED.) W/ g METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. — ALUMINUM DRIP EDGE LUMINUM FASCIA ' N.O. 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR EXTERIOR WALL 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR —' G/S3 FOR ANCHOR �8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS ARCHITECTURAL TYP. FINISH 1x2 PT WD FURRING @ 24" O.C.--/ (1) #5 VERT. IN FILL MONO OR STEMWALL 1/2"U.N GYPSUM WALLBOARD CELLS (SEE FOOTING MONO SHOWN U.N.Q. FOUNDATION PLAN FOR CLARITY o FOR LOCATIONS) 1x4 P.T. BASE NAILER � 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH NOTE: FILLED CELL TYPICAL *FOR BEARING WALL MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY c� AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR SCALE:3/4"=1'-0" S3 -fv'r 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) 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"°x3/16" PLATE WASHER (TYP.) co ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2" d a. ° d ° 31/2" MIN. a ° ° ° ° ° e ° ° Q ELEV.-0'-3 1/2" d ° A.F.F. p ° d 2x4 CONT. ° U_ °° d d° d d '° - O - D ° oo GARAGE DEPTH VARIES ° ° 31/2"(min. - 4" I I=1 1 - d d °i l_ I I I I —III —I 11 1 ° ' I— d ° 9 (2) #5 CONT. IV- t I III �- 4" 1'-4" U.N.O. h GARAGE SLAB AT STEP rB TYPICAL BEARING WALL C STEP C SCALE: 3/4"=V-0" S3 "SHEAR WALL" 1/2" OR 7116" 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. -,V*r ,/r TRUSS BOTTOM CHORD OR 2x4 #2 SPF \—TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 HIGH STRENGTH _� BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X @ (U.N.O.) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM -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. t1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.JAND 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TWALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". O.C. OR 5/8"x10' WEDGE ANSULATION -INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) — PER CHART ON FLOOR PLAN "SIMILAR AT FOUNDATION SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS T SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATIO 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILx P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL ATTACHMENTS 2- 3 1/2" MIN. ° D I:=1111: =1/2"(min.)- 4" - - ° IIIIIT =f EEI I I I -co ��- 31/2"(min.) - 4" =III=III I I III=1 _ I' -III iI I I I III—III-1T-I--I I I 1111 I I (2) #5 CONT. I I 14„I I U.N.O. MIN. SHEARWALL C TYPICAL BEARING WALL @a STEP SCALE. 3/4 -1-0 c+� SCALE. 3/4 -1-0 PCS' �\�O SEGJ M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C M�N�Mo�s INSULATION PER FBC AND ENERGY coN 8"CM' FORM SUBMITTED WITH PERMIT 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 cam., LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR --� `" 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE ° . D ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi z r cn ° D D FINISH GRADE 25- MIN. LAP30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] bil D oO _D°�> 6 MILVAPOR BARRIER -II ' 1= D ° ° I —I I —1l1= .°O I I �I T R 17/8° —� p o° ° o—III—III—III—III—III _ _ i I I ' =1 =I 11= I I —I I I I �I I �I I N Z #5 REINFORCING BAR p D°—III—III—III—III—II III —III —I i I —III —III —III- Z I=1 I I �- ►1=1 I I-1 I� #5 LAP SPLICE g ° D III=1= = I I= I = I = Cal I I D ° . I F111=1�1 I hl 1 36" MIN. LAP [36" MIN. LAP] 17 7 777 7 7 77 COMP. SOIL. (COMPACTED TO _ 95% MODIFIED PROCTOR ASTM (I= I �_ D1557) 111E,l r' III=1=1 4 1-4 MUNICIPALITY. CURB DUE TO SLOPE 11 I I Hill 1, ;, l itill III-111- i CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING m W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" DECO TYP. WALL SECTION FOR ADDITIONAL BELOW GRADE SLAB INFORMATION. - , L Z 00 _—)I1 ° L i >YMI 6x6W1.4xW1.4 ° 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR min.) 4" M BARRIER , p 4 I a a a o — D • • III— N a COMP. SOIL. ° (COMPACTED TO 95% �— �t- MODIFIED PROCTOR J, ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 30 CHAIRS TYP. 1'4' (1 STORY) STD. 90 HOOK (SEE U. 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 N 0 o OPT: DEPRESS SLAB 5%" - DEEP AND 6" BEYOND - co E DOOR TO RECEIVE = PAVERS / DRIVEWAY `g CONCRETE SLAB J PAVERS a SEE A/S3 OR J/S6 SCALE: 3/4"=V-0" v GRADE I —I 1 LL (1) #5 REBAR w/ OPT. I1= I PSGREFN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT 14" 13" 9 O.H.D. RECESS z O.H.D. RECESS _ M T M d. III=1 I I.I I7 fit T-1 I_I e00 •a'• •, '.• � ILI-1 I —III �•a' •! '.: � —I ,�.�...� I—I�IIIh �I III II .•�: ` • IIIII�j a/ ..' •:: l \ I, l 17 co FOR REINF. INFO. 3" MIN. CLEARANCE N 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 o SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6L I I I I „ilil= FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB Of -Oil J CONT. BEAD SEALANT Q 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 04 O 0? E N 1=1 1= 1 M 6 MIL VAPOR = = BARRIER = — J 11111IIIIIIIIIII III; 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM CD W END OF 2" x PLATE 0 D w �I I 1=111=11 I 1_II""I ICI I IIL CC S3 (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. 5/8"DIA. EXPANSION BOLT @24 " O.0 W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r I r- Ell I—III=1 li_ III I I EI 11=1:- (2) #5 CONT. =I I I ul E 1 , , , I I I , , I I_ ON 3" CHAIRS 8" 1'-4" 8° (TYP.) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS — ("F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES = SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD r, AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO ° TOP OF BEAM & LAYOUT DESIGN tiM a a = A I II I hI SEE ROOF PLAN a' a a ° (2) HTS20 FOR STRUCTURAL _T _ I (=1 I NTI-1,II-1 I I BEAM SIZE & N _ CONNECTION INFO ZXa P.T. I 2x4 #2 SYP P.T. FRAMING w/ =1 I 1 1=,1 I) I III , ,� 1' PLATE g 7116" I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 � fi�+r g O.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. U) 0w ° SCHEDULE OPTION #1 Ix ¢ SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q w 6x6 P.T. #2 SYP SLAB INFORMATION. o J w ABU66 SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=V-0" S3 —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN .. 8" MASONRY WALLEXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD —INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z GRAD a ° FILLED SOLID (SEE PLAN FOR ITT= 6 x 6 W1.4 x W1.4 iw SIZE AND REINFORCEMENT) C7 wJ III I 1 ° ° • I —III 1 I—III=1' WWF OR FIBERMESH c, M Z 1-- w III— — —III— w I 1111 I I I_I z ° BRICK PAVERS or SLAB PER p o `) = 1 I • • °• ILLto „ COMMUNITY SPECS — — — — — 0-0 FIN. FLR.jk INV � c ° °ae SEE FOUNDATION _ - CONC. PAD INFO. K TAPERED COLUMN FRAMING rCD12 S3SCALE: 39'= 1'-0" I I— FOOTINGLU III III —III —III —I 1=1 I I III=1 1=1 I- 11,,11I1 ill�lliil�ll 11�1 ,�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 I 0 UI V Z M _ o CD CD 0 V) 0 C a--r w •U — 0 w c t— �� o � U o0 m� tll pp 8 a)M CD C,— co _ai N -0 Oif o 0 U L, o7 "-00 in o. Qm CD 400 rn ¢ o B D® Buc N�cm� N YI O M W ICA Z W MN�Z � z 1— d M C H N W W - . � a!((��.pq � W 10z ' CiN��p00AV:1z ¢• M •rr II --II IP • C:) C) C& ` �aOEE5- `/Vfj tlttttill% 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com �o UJ Z Q _ vaox z O V Q z T 0 w Z LiJ Q apm 8 J 11J N EVo a- J zZ ,o Z ^, W , A 7 L0 F 0 � Lh o U = viiiiiiii Q Q w O o 2:<y J g O � -.2 0 K O Q uj w aa�g o �0 Z Z ,--I W In Lij Z(3 T"I V..� 2 1 � U ~o M-a Q z Z �o lib Z 2 J� a uj SCALE : AS NOTED DATE : 11 /2/2018 TECH: FFLORES VERSION N0. 3ol SHEET NO. S3 (MONO) I. r'•li