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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. " 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24 O/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 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 0 ° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT ° c FOR ROOF PITCH 4:12 OR LESS. �r T PRE ENGINEERED WOOD ° _ _ TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ 8" — METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF //;�7/116"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G 17 NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 INFORMATION. 5/8" OR11/2" HIGH---_/ ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" LUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N. 0. 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/ 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 ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (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 M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER CO TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH"BELOW GRADE E_ > Al, ° . Z_ 00 t+ o0 c 6 MIL VAPOR ► z *- BARRIER r 1 COMP. SOIL. ° c (COMPACTED TO 95% 9! MODIFIED PROCTOR 9 ASTM D1557) 'r (2) #5 REBAR CONT. 3" MIN. CLR. " STD. 90 HOOK SEE ON 3 CHAIRS TYP. 4111 1-4 ( U.N.O. DETAIL) _ TYPICAL WALL SECTION rA 6 SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y" = DEEP AND 6" BEYOND t2 DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' co N PAVERS O.H.D. RECESS 4t z coo 11 1 11 11 ,11 .u�u,^.■ lit. - .IL�11 II II-11' LILILII �� Il,ll � I SEE A/S3 OR c FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 0 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. _1v1r �r 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 "X" @ BLOCKING @ 12" O.C. w! (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR "GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 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 (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. SHEATHING 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. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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 SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ STEP, SIZE OF FOUNDATION AND 2"°x3/16" PLATE WASHER (TYP.) (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'-0"OI OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A. O.C.) 2"Ax6WlAxW1.4 ATTACHMENTS 2�� 6 x 6 W1.4 x W1.4 IL 1 ° ° .F. F. . WWF OR FIBERMESH WWF OR FIBERMESH ° 0 �31/2" MIN. �•31/2" MIN. z a ° ° ° ° ° ° ° ° a ° ELEV. -0'-31/2" ° a ° ° ° ° ° .. • . ° 2x4 CONT. ° ° A.F.F. g ° " " ° " ° 1/2 (mina 4 ° 1/2 (min.} 4 rk3 no rr� r— u 1►. �f —t DEPTHGARAGE 11■•RII■••'lll�'ll 11`•'ll 11'�711:-' JII"•"II' il.'-!IL'-"'111:�'111-111�11."�11:--1�!'•'"II. II. -�llr��fr;llr-.Ilr-.Il 11-J1 II�-.li=•11-�11-11'.--�11;-11=-.11.--�11= •-'�' Il I[•-III-II--8--1�1 -- -- Il. U.N.O. Igo• �� GARAGE SLAB AT STE■ TYPICAL BEARING WALL 1 STEP • SHEARWALL © ■ , ■ • ■ • , ■ 1 ® 1 ® 1 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. caN L� 'C�E�S�cJP� 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C \ ,o M�NNVb S LOAD BEARING OR INSULATION PER FBC AND ENERGY 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 C1S3 FOR #5 VERT. IN FILLED CELL FINISH PER 926 FLY 3 M ADDITIONAL INFORMATION SEE CC/S3 OR �v� LAYERS W/O8" OVERC. TOTAL THICKNESS G/S3 FOR ANCHOR "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 SIMPSON N wl BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK IL (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE 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 *SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX FROM wl (10)10d NAILS iv 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE TYP. ASSUMED FINISHED c '� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR LU ° ■ i GRADE '_ = n > N z_ � GRADE 40 MIN. F = 40ksi � #3 & #4 LAP SPLICE y- a MONO OR STEMWALL r 0 > o FINISH GRADE °O 2 [GRADE 60 MIN. Fy= WWI a 25" MIN. LAP [30" MIN. LAP] g p . I ' � , FOOTING MONO SHOWN o ° = AL °O LU ° FOR CLARITY ° 00 6 MIL VAPOR BARRIER — D °. ° r- rrp. #5 REINFORCING BAR R 1 7/8" _—_ _ _ — — — — — — — (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT, <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 81-6". 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 FIBERMESH 4 T r ►COMP. SOIL. (COMPACTED TO L 11.11 Ihll ll:•�1=11=''� .. ► • �,11�11.=11~=11 95% MODIFIED PROCTOR ASTM IIE=11=11.=11=11r=11=1 TYPICAL EXTERIOR FRAME WALL FOOTING SLAB INFORMATION. �i'�11�11�11= II�II=11�=.=11=11=11. II=1 11�11�11=11-�11�11--�11- 11' =11=11=11=11=11=11�11 • ' � MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS E d fV ' M 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. I S3 ADDITIONAL INFORMATION. SLAB INFORMATION, ON 3 36" MIN. LAP [36" MIN. LAP] "CHAIRS 8" 11411 $#1 r A/ (TYP.) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING E REBAR DETAILS F WALL W/ UPLIFT (O*G S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" 13 SEE PLAN 1 1/2" RECESS FOR VARIE 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 �_ 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M AT 24" O.C. MAX. CONNECTION INFO ` ° SEE PLAN FOR + TOP OF BEAM & LAYOUT DESIGN < SEE ROOF PLAN E ° a' A. ° .v ° - T (2) HTS20 FOR STRUCTURAL E BEAM SIZE & 4' ' CONNECTION INFO CV)1 ° P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. ol 1/2" FROM SLAB CONT. BEAD SEALANT • <4 • a INTERIOR ° ° -3 1/2" ° e CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB,,,,,- U Ee M 6 MIL VAPOR BARRIER — J1 — 1' 1I =III= . F ' =1 I I=1 I =1 I- I I=1 11=1 I �- _,III,,,III HIII ,,III,; 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0" S3 �" P.T. I 2x4 #2 SYP P.T. FRAMING w/ PLATE 716" MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 811 o.s.e. Z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION a 6x6 P.T. #2 SYP > � SLAB INFORMATION. o w ABU66 SLAB STEP & RECESS S.G.D. rM co SCALE: 3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. W! DRYWALL SCREWS @ 8-O.C. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS E _ TO FOUNDATION PAD = !6 INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT = 6 x 6 W1.4 x W1.4 \I WWF OR FIBERMESH r ° "1 SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) CONT. FOOTING STEEL ao C7 ;III=1 1 ° Z H ud p0 I=III—I paww � 111111 MAT REINFORCING. r ' M °� I-1 I — 11-1 11=1' —1 1=1 1-1 I — III w I II IUIIUJ�I�1 z 1 1 SPECS ■; •. FOOTING • 1 PADREINFORCEMENT- i • r • SCHEDULE) • •WIDTH %;CONC. PAD INFO. �i ��i �i �i, ii iSCHEDULE TAPERED COLUMN .. U� z� z� z a V) U Q) a-1 LLJ _M_ o V — 0 LU Ln r .120 � U LU M mo C.4 ~ C f0 M _ O o n' ¢�o¢� C Q o All B D.T 1.* N N Z 0 z fi z Gq B - W LU 10 a; 0 0 c UM Z��, Q W N ..y,,"41itE51 l6 a ooj .�F • , � t A' �'7 Ul �GFE,S To the best of the Engineer's 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. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com W Z< cl) Ix fic� _J 0 W 0 8�� Q] "" J Q Z � U Z Q o ) d. z o ui U V < W 2 o all Q8R N 0 08z Nr r-I u- ui � Z d- ^ a o 1-.� J T••1 U.I Z a Z g N {� ,1-Is co N QO Z Z g w 8 z O 7-4 a =ui cn o SCALE : AS NOTED DATE : 10/29/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. S3 (MONO)