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5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH 5 „ „ „ (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. wl (2)12d TOE NAILS „ a „ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS .) (OR / GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) O GARAGE W/A HABITABLE ROOM GARAGE ABOVE) 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/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (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) ROW 2x BLOCKING @MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. - _j @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS __ _ _ -- _ . 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 16d TOENAILS T & B FOR WALL HGT. > 8'4'. EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". 2"x3/16" PLATE WASHER (TYP.) WALL.HGT. < 8'-6". (2) ROWS 2x BLOCKING (ALT: 1/2"xl 2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. z _ _ _ _ _ _ 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4 O.C. @ BOUNDARIES, 6 O.C. @ EDGES, AND @ 12" O.C. @ FIELD O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24 O.C.) "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & - -___ ___ _. __. _.-. __ SLAB & BLOCK ��° �� " " �� IMPSON SP1 w/ (10)10d NAILS 5/8 x 10 J BOLT @ 24 O.C. W/ IF NOTED, THIS REFERS T THE SIMPSON SP1 w/ (10)10d NAILS @ 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 CHAIRS (TYP.) `= `' = '' ` 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH -- --� - - ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH > 4:12 ° A.F.F. p C) 2" x 6 W1.4 x W1.4 WWF OR FIBERMESH �� ATTACHMENTS 2 6 x 6 W1,4 x W1.4 WWF OR FIBERMESH , , (2) LAYERS TYPE [ OR TYPE II ° _ ° ° \ FOR UNDERLAYMENT (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. - n . .. p ° ° 4 •- o ° ° ° ° ° ° ° ° ° ° a ° ° ° ° ° ° ° O ELEV. -0'-31/2" ° A.F.F. 31/2" MIN. ( 31/2" MIN. I REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ° ° ° ° ° ° 2x4 CONT. ° ° ° LL - ° - 1/2"(min.)- 4" ' ° 1/2"(min.)- 4" @ 24" O.C. U.N.O. °° ° ° g ° ° a ° ° b N _ > ° � � ,•,� o . r oo ,• 'TRUSS _�- 12 HURRICANE ANCHOR @EACH I ° ° GARAGE DEPTH VARIES 31/2"(min. - 4" - 31/2in. (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ "-11 8 - ° ° ° METAL PL. UNDER EA. TRUSS ° ° � g I I _ MOISTURE BARRIER TYPICAL INTERIOR BEARING (2)#SCONT. 4" V-4- �r 8„ (2)#5CONT. 4. �I INSUL ION LE SHINGLE ROOF 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP rB U.N.O. TYPICAL BEARING WALL STEP SHEARWALLrc U.N.O. TYPICAL BEARING WALL @STEPrcC NAILING SCHEDULE ON SHT. SN1 SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 518" OR 1/2" HIGH ALUMINUM DRIP 0 GpN��N� J I STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Seo�P�� -\0 eoS GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM \12"N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS @ 7" O.C. EE SOFFIT SHEET 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS 16" O/C @ \ M�N�M�S 1�0"' (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS LOAD BEARING OR EXTERIOR WALL �� 8 C.M.U. INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT \� /' ` FOR WALL HGT. s 8'-6". (2) INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2"PLAN GYP. WB (MIN.) SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1x2 P.T. HORIZONTAL �� G/S3 FOR ANCHOR "J" BOLTS BOLT 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 .GARAGE SIMPSON N IL w/ SIDE IF APPLICABLE. SIDE (10)10d NAILS NAILER 8 C.M.U. TYPICAL BOLT INFO. 5/8"x6" 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 STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB Wl SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD SPACE ANCHOR 3500#, MIN. TENSION 2600#) • SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP) #5 REINFORCING E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED gqR a END OF 2" x PLATE WWF OR FIBERMESH ARCHITECTURAL TYP. ASSUMED FINISHED ,:. ci PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W o ° 1x2 PT WD FURRING @ 24" O.C. FINISH ` ` GRADE �- ° ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi n 1/2"GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° ? r r� o • o = FINISH GRADE [GRADE 60 MIN. F - 60ksi) [ ) a 25" MIN. LAP 30"MIN. LAP p . • - - - t. U.N.O. CELLS (SEE FOOTING MONO SHOWN u o LU ° FOUNDATION PLAN FOR CLARITY o _ _ 00 6 MIL VAPOR BARRIER t °s. ° ,' I 0 R 1 7/8" r FOR LOCATIONS) p D ° = �=III= I= I= I 1=i - - Z #5 REINFORCING BAR - - 1x4 P.T. BASE NAILER p ° III D -I 1=III-III-III=1 I- z - - - - � #5 LAP SPLICE ( 2) #5, CONT. - 4"x4" INSPECTION D ° NOTE: ° P I=1 I I ---III=1 I i-I 11=1 11=1 I g • ' I - I ON 3 CHAIRS 31/4" BASEBOARD PORT AT EACH 'FOR BEARING WALL B III=1 hI=III-IL�..i r I (=III= � i -I � � li COMP. SOIL. (COMPACTED TO o 36" MIN. LAP [36" MIN. LAP) (TYP.) 8" 1'-4" 8" FILLED CELL TYPICAL =I W/ UPLIFT ONLY _ _ _ _ _ _ _ = _ _ - -___ 95% MODIFIED PROCTOR ASTM - I 10" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER AT GARAGE CONTRACTOR to I I I=1 1=1 11=I 11=1 I I=III=1 1=1 1=1 1=1 -1 =1 I =1 =III-III-III=III-III=I IE1 I I=1 I=1 1=III-III-I I 1-III=1 11=1 11=1 11=1 I I I-' ' D1557) 4" 1,4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR -III=1 L-1„� -;-;-�'-#6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPECONCRETE SLABW/6X6 n NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/ UPLIFT rG W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-V S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0' S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. E d. 00 6x6W1.4xW1.4 SEE PLAN 11/2"RECESS FOR 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR ► z �- min. 4 " 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M BARRIER 'r p g a , a GRADE AT 24" O.C. MAX. ONNECTION INFO _ a D COMP. SOIL. ib o * - SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN + o ' (COMPACTED TO 95% a ' _ rrr (1) #5 REBAR w/ OPT. SEE ROOF PLAN a . n c a. ° MODIFIEDP MODIFIED PROCTOR _ - E NCLOSURE (2) HTS20 FOR STRUCTURAL .= � _ ASTM D15 - - BEAM SIZE & er n 3" MIN. CLR.� (2) #5 REBAR CONT. 4' CONNECTION INFO M .•. p e - ON 3"CHAIRS TYP. 4" 1'-4" STD. 90 NOOK (SEE MIN. I - U.N.O. DETAIL) 14P.T. PLATE 2x4 #2 SYP P.T. FRAMING w/ - - TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L nte o.s.e. MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING SEE A/S3/J/S6 8" FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 w 0 SCHEDULE OPTION #1 1/2" GYP. BD, COLUMN LOCATION Q > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > w 6x6 P.T. #2 SYP J SLAB INFORMATION. " HOLD FROM SgLAB 01-01. J CONT. BEAD SEALANT W ABU66 SLAB STEP & RECESS S.G.D. rM OPT: DEPRESS SLAB 5 Y" SCALE: 3/4"=1'-0" S3 DEEP AND 6" BEYOND -- DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ° INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT .. 4 • d 31/2„ SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14 O.H.D. RECESS ;T z 13" O.H.D. RECESS `- . ° • GARAGE ATTACHMENTS & 18/D1 O.C. PAD FOOTING PAVERS ` CONCRETE NAILS W 1 1/2 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8-O.C. '� TO FOUNDATION PAD !6 ' ' " V r • '• • :: '• :'... ' " STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' • .. ':• ' _ •; °'' . '' ':. ' PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M -_ - •; • :. ` _ •� _ = :•. �. •' _ (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT = w/ MIN. (2) #5 VERTICALS ;o ? GRADE4 ° . ..: 4" °P * A. : °Q TENSION 120#) CONCRETE SLAB € _ FILLED SOLID (SEE PLAN FOR _ - 6 x 6 W1.4 x W1.4 '��t SIZE AND REINFORCEMENT) c7 _ LU * --1 I I -I I ° 4 4• 1 -11 I=I I= = I "'�• `, .� +. •"•, �, _ ° r- WWF OR FIBERMESH z I_III-I-III_III=III-III w - - s - BRICK PAVERS or SLAB PER O w cn = • • °• - - o o M z SEE A/S3 OR J/S6 I - - SEE A/S3 OR J/S6 0'-0" FIN. FLR. COMMUNITY SPECS rn - I 1=1 11=1 I=1 I I I I III-=; FOOTING I II I I=1 1=1 1=1 1=1 I I I 1=1 11=1 I I_ _ M 6 MIL VAPOR =_=i'�=Jd-u- BARRIER -i; - - -- =1 = L--- =III=1 1=1 I 1=1 1=1 1i -tI I I -III- FOR REINF. INFO. 3"MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE =I --I I -III=III-- = I- =III -I I I -I I I=11 1 -III=1 I I=' BEYOND 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) III III I 11' -- ` '. '. ;':• PAD REINFORCEMENT ''-111=III=I I I-' 3" MIN. CLEARANCE �� 1 8 (2 STOR) " 1-8 (2 ST RY) 4" 4" _ ~.•'! SEE FOUNDATION •� (SEE SCHEDULE) FOOTING WIDTH .. :• �. CONIC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCE. "' '� SCALE: N.T.S. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 13 Z o z�z a C/11 C9 (1) u, 4--+ w � o •O w cn r TO � � U _ M m^ � N ILL rn < o 3f v l(aV1 00 Z WZ z NJ 0 am rd Z10.O LL �. E .;ref � ••,••.. �1.••'•�,�y� AR `� O F E S5\0 f t t ltil0`�t- To the best of the Engineers knowledge, information and belief, the structural plena and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Sth Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com o U) 0 H �z W C) J J W1 g � jchd � U, o O 5 U O* Z JZ t\ Ln LU rl W Is m O Z g to = 1i �� ,--i a cn o SCALE : AS NOTED DATE : 10/4/2018 TECH: )MUROSKI VERSION N0. 4v0 SHEET NO. S3 (MONO)