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I 4 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (fVp') VARIES INSU 5/8" OR 1/2" HIGHS STRENGTHCEILING 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) 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. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & 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 `o PITCH > 4:12 D ° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT —I I �I I I I �I m ° ° ° O."r 11 �I 11=I 1 F FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD ' �I I 'j� I IIII-) I -I .Af 11=III- TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACHI11 TRUSS (SEE UPLIFT SCHED.) W/ g �I METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. - - ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR EXTERIOR WALL 8"&%16" 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.-/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL U.N.O. CELLS (SEE FOOTING MONO SHOWN FOUNDATION PLAN FOR CLARITY FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH NOTE: *FOR BEARING WALL FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY MIN PSI MAY VARY PER � AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" �r 5/8"OR 1/2" HIGH STRENGTH -/ 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2)12d TOE NAILS 5/8"OR 1/2" HIGH STRENGTH .) (OR 9/8" GYP. TYPE @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE EACH END (WHEN PARALLEL) 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 STUD BELOW TOP PLATE STUD BELOW 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. (12)10d NAILS U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. 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. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > T-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION 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 IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0"OL A.F.F. (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 WWF OR FIBERMESH REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS 2" 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH �31/2"MIN. �31/2"MIN. 1 ELEV. -3 1/2' z -0' ' A.F.F. p b ° 11_11 1-1'31/2"(min.)- 4„ ° III=_1 31/2"(min.) - 4" III=III III —I I I— 00 31/2"(min.) - 4" =1 I �I I I III I I —I I r —I 11=1 I-11' l 1=1 I I ' 1= (2) #5 CONT. 4„ ' I I-iTj „I -I i I , 8„ (2) #5 CONT. 4,i I I I -I 14I,1 I 11 U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL @ STEP aC� SHEAR WALL C TYPICAL BEARING WALL @STEP "SHEAR WALL" SCALE:3/4 SCALE:3/4"=V-0" GGNELF 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING eGs' NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. - 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M�N�M�o s INSULATION PER FBC AND ENERGY 81, C.M.U. 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 N LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL BOLT 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. @ K.O. BLOCK 5/ 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"x3 1/4" 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 f 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE �, - D ° ' °' z #3 & #4 LAP SPLICE GRADE40 MIN. Fy=40ksi Z r Cl) D _ p °. FINISH GRADE °O 25" MIN. LAP (30"MIN. LAP] (GRADE 60 MIN. Fy= 60ksi] oO I —III —III —III —III —III 6 MIL VAPOR BARRIER —I I1 I I P ° ° ° ' I =�=AL 1 I I=11 = . III III_ O° T R 1 7/8 „ #5 REINFORCING BAR ° _=I i I I I I—III—III=III=III= N Z ° 111—I I IM 11 :11 I=1 I1=1 11= Z I I I o . _ _ r III —I 11=� I #5 LAP SPLICE D° R ° D D 9 I I-1 11 11=1 11=1 11=11 I= = = I = N D °I=� tlllt II I 36" MIN. LAP [36" MIN. LAP] = -) I = •- COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM =III=1 I-1-1 I I=1 I-1=III D1557) III=III-III=I I I=I I I=I I I=1 I Fl 4" 1'4" MUNICIPALITY. CURB DUE TO SLOPE —1 I--1-='I IIII 1111 111 ;III-1 I III- 1= CONCRETE SLABWl6X6 aw NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING "FIBERMESH" " OR - DECO FINISH 4" to 6" ^FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL BELOW GRADE SLAB INFORMATION. T(` r ° L ° D I °° ce) till _I-W 6x6W1.4xW1.4 6 MIL VAPOR _ D D I I - - z 0? 31/2" WWF OR FIBERMESH min.) 4 BARRIER C � 4 a ° a • • I_ CV COMP. SOIL. ° - - - - - (COMPACTED TO 95% I I I DTI Tfi MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-i BLOCK WALL BEYOND 14 O.H,D. RECESS z ,�T` A 4„ - a. 0? '.e: ♦T ♦... T I � r I111--1 SEE A/S3ORJ/S6-r'Lil IIII�tL,,, II FI LI FOR REINF. INFO.L 3" MIN. CLEARANCE V-4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)') GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" GRADE -(1) #5 �REBAR w/ OPT. 11- 1 PSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13' O.H.D. RECESS NC 80 ., '. �' I�=1 I =. 11==Tf7•=��1 �,� �. `�6:, ' .. Q� I I 1=1 I I I-- I'tI t SEEA/S30RJ/S6JIll�i,l—Il FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,,S3 ADDITIONAL INFORMATION. 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 19K0 J CONT. BEAD SEALANT INTERIOR ° -31 /2" a a ' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 44 C9 'C 4 BARRIER =III=11 �I 11 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-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 xW1.4�6x6W`1.4 WWF OR FIBERMESH ) , K S3 #6 LAP SPLICE NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE Q D W LU g �,IIIIII111111 I III ° ° cwn I I=� I 1=1 ff= REBAR DETAILS F SCALE: N.T.S. 13 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR x' CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE 7716" O.S.B. COLUMN LOCATION I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING PER NAILING U) w 0ATTACHED o SCHEDULE ¢ ¢ J 6x6 P.T. #2 SYP �W LU ABU66 SECURE 2 4 P T BTM PLATE SEE DETAIL 16/D1 FOR x COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER V-0" FIN. FLR./-hh, COMMUNITY SPECS v EF i SEE FOUNDATION CONC. PAD INFO. ... ... - TAPERED COLUMN FRAMING CD12 SCALE: 314" = 1'-0" 1/2"(min.)- 4" 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.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 - .E WWF OR FIBERMESH r —I I 1=1 I f=1 III III —III —III—' r (2) #5 CONT. =I 11=1 I I-1 I I, I 1=1 I I,, 11= ON 3" CHAIRS 8" 1'4" 8" (TYP.) TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" �S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH N I M 1 Vr\ rl L_ rrvl 11 ill V. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. r- mSLAB STEP & RECESS na S.G.D. SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -� EXTEND FILL CELLS +_ TO FOUNDATION PAD _9 CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 GRADE- - a 0;III—III ° ° ° • —I I —III —III —I Z W o I=1 1=1 1=1 I —III —I W °o LU o "' = II I II II • a• III=III=III z a =_ a _ — __- M — Cr U' I IIILU =1 =1I I=1 1=1 1=1I I =1 1=III— FOOTING =1 =1 I —III —I 1=1 I III=1 1=1 I I_ I' �IITIIIII l lull 11 l ,� -III- I— BEYOND PAD REINFORCEMENT—3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 u r Z M IDU'' - o z z Q a z � Uf QLIJ f>3 r) •V — O w o ��ZD r- U 2 co o Ln LU — 8 N M Q1 M CT -0 M _ ai �' Oo0 x-- l li ll'llillYll U 0 m Y C3 Q CD � 0 �¢ o Al B BID N • ® N N N � Z WV)N wz W t'�i a� o. 00 G 9-;p 5*1- < Te. I I �{` FBSENG.CO • •` IF • � • v F E S �4'a I[ fit 0 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. NAR 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com oZ 0 �o zg f� u, z 0 U Q < Uj Looww A / \ Q a C, O��o U N 22 0 I V Z (/C``' Qz Z ii Z 5 z "O u 06 4 p z M g� U ul M ¢ Z 9 opz �Y6 o —' � �o i2ma OU 2,W) Q `Lu-,<� a 00 <<LU Z Z fV i0o � ZO, <di W �� BYO .I W Q �0 �0 rq Q Z Z <az m CD �oo O Ck _ ,-•i a. to s SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION NO. SHEET NO. S3 (MONO)