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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 SNP') VARIES / V (1) ROW 2x BLOCKING @ MID 2x#2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 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 31/4" 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 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 o p (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT o FOR ROOF PITCH 4:12 OR LESS. II I I-��1 11=� I I-1 — PRE ENGINEERED WOOD —I �TI � I I (—I — I — - _I I I —I �I I_I I _I I I I11=1I I I I I TRUSS @ 24 O.C. U.N.O.--�- HURRICANE ANCHOR @ EACH -1 I„ IT�I I �T1 � II I IT1111—,I TRUSS (SEE UPLIFT SCHED.) W/ 8„ $"- 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 G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" Q.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 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 3 ARCHITECTURAL FINISH > 1x2 PT WD FURRING @ 24" O.C. -0 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE �, FOUNDATION PLAN o FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION ;It 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL 00 MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER u) TO CUT BLOCK OR POUR ao MUNICIPALITY. CURB DUE TO SLOPE i 0:: CONCRETE SLAB W/ 6X6 a NOTE: EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" i; BELOW GRADE L E N ° pp Z O° � 6 MIL VAPOR M BARRIER —I ; b �r 4 P o COMP. SOIL. (COMPACTED TO 95% L, MODIFIED PROCTOR I=1I 7T[ ASTM D1557) 3° MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" -4 1'" STD. 90 HOOK (SEE U.N.O. DETAIL) rn = TYPICAL WALL SECTION q � SCALE: 3/4" =1'-0" 83 a 00 O Co OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND E DOOR TO RECEIVE BLOCK WALL BEYOND s PAVERS / DRIVFWAY CONCRETE SLAB 14" J PAVERS O.H.D. RECESS z M c� ... o —1 I I 1 I I I • 1. I I —I I It iL—I -111-1 III .y.. •a. 4" �I r CD '��—III �.a._' •.:: � I I i�—I SEE A/S3 OR JlS6 =1 I I 11T1= co FOR REINF. INFO. 3" MIN, CLEARANCE 0 0 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) Z 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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"xl6" 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.) _ `"' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OIL OR 5/8"x10' WEDGE ANCHOR @ 24" 211 ° a A.F.F. O.C.) L C7 d a (•-31/2"MIN. 4 a ELEV. 4-3 1/2" IZ-- A.F.F. O ° a d 2x4 CONT. a a O d d - d a - i I a d d � d ° ° N 31/2„ "4" I I 1 I • p �r �r PSI TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE 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 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 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ 10 10d NAILS F—S IF NOTED, THIS REFERS TO THE () STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL x6W1.4xW1.4 6x6W1.4xW1.4 WWF OR FIBERMESH ATTACHMENTS 2,r ` WWF OR FIBERMESH 31/2" MIN. l p =1 I_ 2„(min.)- 4" b p -•-I I —I I -I 1='S 1/2"(min.)- 4, I - D p Q d GARAGE DEPTH VARIES � (min. 00 (1:31/2"(min.) - 4" =1� — � • � �.�. 11-1 I I- a _ -111=T_ I I �II�I I ��j [I 11=I I I —I 1 I I' ' =1 11-11 I I 9 2 #ScoNT.t~ —1 rrl�jjt'",i III; ,II r,rl' 2 #ScoNT. II— L.I I,�,Ifl-_IIII�IIIf Ir�rl��- () 4„ V 8„ () 4"' U.N.O. MIN.U.N.O. MIN. GARAGE SLAB AT STEP rBN1 TYPICAL BEARING WALL STEP SHEARWALLrc,*� TYPICAL BEARING WALL @ STEP CC 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. "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 oos'��S�cU 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ ��a s LOAD BEARING OR INSULATION PER FBC AND ENERGY \ �/ 1�oN� (1) ROW Zx BLOCKING @MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT �' ` NOTE: 7 FOR WALL HGT. <_ 8'-6". (2) 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd FITS #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". SEE CC/S3 OR d; LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 5/8°° x 10" "J" BOLT @ 24" 0/C W! 2"°X 3/16" (10)10d NAILS 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 WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 3500#, MIN. TENSION 2600# *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR ) _ 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 SPACED EVENLY � �, FIBERMESH w/ (10)10d NAILS �, WEEP SCREED INSTALLED BAR — END OF 2" x PLATE WWF OR FIBERMESH - d- .- 2x P.T. PLATE ,. w , TYP PER MFR INSTRUCTIONS o ASSUMED FINISHED #3 OR #4 REINFORCING BAR GRADE - _ o GRADE 40 MIN. Fy= 40ksi a _ T'� p .p - z #3 & #4 LAP SPLICE FINISH GRADE O0 [GRADE 60 MIN. Fy= 60ksi] a I— b MONO OR STEMWALL ° ? M _ — — o. 25" MIN. LAP [30" MIN. LAP] J II 11=1 I I I o I I I I=1 I I=I I t,1= FOOTING MONO SHOWN e °P o IIII i D D . p ' _ _ - FOR CLARITY ° D _ _ _ _ _ 6 MIL VAPOR BARRIER TI I I ( t . EI I .! I — I O0 R 1 7/8" L' =1 I III I I I-1—I 11=I i. I 111=11—I I I-1 I( N z T #5 REINFORCING BAR I. I 11=11=I I �I I I I1=1 I I 11- D °p _ _ III—! —III I I I=1 —III z I I I 'I I �I I I-1 11=1 11= 2# _ =1-1 I-11 I-11 I-1 ( I I • III=11=11=-1 I 1=1 #5 LAP SPLICE O 5 CONT. NOTE: III—III-1 III —III III= N _I I �I I�l I (_� I I 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8„ 1 4„ 8„ *FOR BEARING WALL —1(I-1 I —III— 1= I I— �- COMP. SOIL. (COMPACTED TO _ _ W/ UPLIFT ONLY _ _ _ _ _ _ _ _ — — _ _—_=1 95% MODIFIED PROCTOR ASTM I I I=1 1=1 1=1 1=1 I f=1 1=1 1=1 1=1 I=1 1=1 11=1 1=1 1=1 11=1 11=11 D1557) , I � 11=1 11=I 11=I 11=I 11=1 11=1 I I —I l-1 I=I I-1 11=1 I IEI I F, 4" 1' �" #6 REINFORCING BAR #5 STD. 90 HOOK �—III-III-1I II11 11IiI IIII—„III ;III-1I1-III— #s LAP SPLICETYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF-�� WALL W/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ° ° �I• GRADE _ — —_ (1) #1 REBAR w/ OPT. 11=1 I—" I1= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT T M SEE A/S3 OR J/S6 J ILtI 1 I I �I i , 11 11. FOR REINF. INFO. 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. BLOCK WALL BEYOND O.H.D. RECESS CV ' M SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 00„ J CONT. BEAD SEALANT INTERIOR ° e -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 °d _ 00 N M 6 MIL VAPOR BARRIER - L L �'I — I I- I ' =1 I I=1=1 I I- ' 4" 4" INTERIOR WALL SLAB STEP NON-BRG.��K SCALE:3/4"=l'-0" ��S3 VARIES FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1 . RECESS FOR I VWd OR FBERMESH10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) r . AT 24" O.C. MAX. FOR TRUSS I \ � M SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN 00 (2) HTS20 FOR STRUCTURAL f BEAM SIZE & CONNECTION INFO II . II�� 2x4 #2 SYP P.T. FRAMING w/ ^I ' '� MIN 7/16' O.S.B. SHEATHING SEE A/S3/J/S6 8 Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w < ¢ SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION -..I LU LU III ABU66 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/ DR 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 M FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 , SIZE AND REINFORCEMENT) M WWF OR FIBERMESH BRICK PAVERS or SLAB PER i• li 1 /= S S TAPEREDSEE FOUNDATION CONC. PAD INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" 83 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS = TO FOUNDATION PAD = CONT. FOOTING STEEL MAT REINFORCING. M co GRADE — d ° c� ;III=III °.—III-III III=1' z� w o-1 I I I —I 1-1I� w 0 0 = TI1111 a - I —III -III- - z a w FOOTING � III III III —III —III —III III —I 1=1 I I_ IEI 111 l it 111 j I I I I ,1 I =1 I I -I I I-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3� M z � o.. (DIM w 0 w r �•1 oro N � (aM g m N 8�- S a. 'Co P _ O o No o <t0) Nao uaQ" Obi Q O A 1__..- N C.B D C p Y N N •w O N V81 Z W R�6 z° U) F,. °' a W 6- N w o a 10z 0LU ;,�� -_ gg ygEE�0: Z LL LU rn N A a w c�y$l J` 0< 9u �} To the best of the Engineer's knowledge, information and belief, the structural plans and spedflcations 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 2001 Tampa, FL 33607 www.LennarTampa.com Ozo �s w� LUao� z o Er a W �oWz C M J Q a LU 0 OFu-NU LCC J zzoz z � Z 06 �3 L Z ~o 0 �� J W U _ Q 0 ooz �U-~O Y o. L 2: f Su S $7 m a r1 LL. z Q z Uj Q o Z� Z Eofo LU w aQZ� J t-1 LU Sao �O 00 2 Q ¢ Z �¢z z tu- o ca Lj M� w 4Z J W - z � ,--i Cl- cn S SCALE : AS NOTED DATE : 7/30/20 1 8 TECH: MJAMES VERSION N0. 3.0 SHEET NO. S3 (MONO)