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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 �\ P') VARIES / 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 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 PTS 16d TOENAILS T & B 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 & @ 6" MAX FROM END OF 2 x PLATE E (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 -A (2) LAYERS TYPE I OR TYPE II e (#15 OR #30) UNDERLAYMENT " . D ' ° _ Q FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD %M' ° :TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH — — TRUSS (SEE UPLIFT SCHED.) W/ 8-1 METAL PL. UNDER EA. TRUSS /Z MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION *EDGE N1 FOR ADDITIONAL SLAB SCALE: 3/4"=1'-0" S3 — — ELEV. VARIES INFORMATION. LUMINUM DRIP ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 12" N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. val 7/1 ME 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 e „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM 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/ 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. < X-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. > 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.) MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK IMPSON 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/ 1 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND T (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 OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 21r x 6 W1.4 x W1.4 ATTACHMENTS 21' 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH \ WWF OR FIBERMESH 31/2"MIN. 31l2"MIN. I Q ° ° ° ' ELEV. 4-3 1/2" Z a4 o a a4 a a 4 0 4 ad c 4 4 A.F.F. p '. °° 2x4 CONT.d a a '� _ , ° .. ° — —fib 1/2"(min.)-4" o ° °T 1/2"(min.)-4„ O g c° d o I la a c v oo d 4 d d ° cV 31/2" min� 4'� P • n rrc n- ° �� . • GARAGE DEPTH VARIES-7 a ( — — 31/2 (min.) - 4 a c a 4 4. Q e TI-I— V (2) #5 CONT. (2) #5 CONT.4" {—� — �'rT T'rT N. 4�� 1 ��„ 8�� U.N.O. MIN GARAGE SLAB AT STEP rB-'� TYPICAL BEARING WALL STEP MI SHEARWALLrc"*�TYPICAL BEARING WALL @ STEPrcC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 QGs �\fcOs�G�P EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M\N0\\ s 01 SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY \� eo 51 8"x8"X16" KNOCK-0UT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE: BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FILLED SOLID W/GROUT = #5 VERT. IN FILLED CELL SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ G/S3 FOR ANCHOR „° ��" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT PLATE x 10 J' BOLT @ 24 0/C W/ 2 X 3/16 (10)10d NAILS BOLT INFO. 3RD LAYER 1/8 THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6)1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24- MIN. LAP] BOLTS 6" MAX FROM #5 REINFORCING w/ (10)10d NAILS �+ 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE ARCHITECTURAL TYP. PER MFR INSTRUCTIONS w FINISH ASSUMED FINISHED E #3 OR #4 REINFORCING BAR U i o GRADE 40 MIN F = 40ksi =3 ° 1x2 PT WD FURRING @ 24" O.C.--/ GRADE N ° ° _ z 43 & #4 LAP SPLICE y X a m D FINISH GRADE °O 2 [GRADE 60 MIN. Fy= 60ksi] a — — D (1) #5 VERT. IN FILL MONO OR STEMWALL ° Z ' — > 25" MIN. LAP [30" MIN. LAP] CL 1/2 GYPSUM WALLBOARD _� — CELLS (SEE FOOTING MONO SHOWN o — _ w — ° _ _ 6 MIL VAPOR BARRIER R 1 7/8" U.N.O. FOUNDATION PLAN FOR CLARITY ° D D � � C °e. ' • ° ' — � FOR LOCATIONS) , p D I=1 I=1 11=1 I=III= 1=� N z #5 REINFORCING BAR — (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-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#) E 6x6W1.4xW1.4 WWF OR FIBERMESH :d o ' III —III— —r r 1x4 P.T. BASE NAILER ° III —III —III —III —III —I I I- z ° ' 05 I AP SPI ICF (2) #5 CONT. _ ,� I I II I I I f, tl I I I 4"x4" INSPECTION D ° I —III —III —III —III —III —I I _ _ PORT AT EACH NOTE: g ° III —III —III —III —III —I 11- N o ° 31/4" BASEBOARD *FOR BEARING WALL 1=III=III=1 I=1 i I —I I (=1 T COMP. SOIL. (COMPACTED TO — FILLED CELL TYPICAL _ _ _ _ — = 95% MODIFIED PROCTOR ASTM MIN. 2500 PSI CON C. SLAB W/ UPLIFT ONLY _ — co AT GARAGE CONTRACTOR I I=III=III=I 1=1=1=1 I=I I=I I=1 I=I I=III=III=I 11=I=III D1557) Trr m MIN PSI MAY VARY PER v7 TO CUT BLOCK OR POUR -III-III—III—III=III—III—III—III—III—III—III=III=1 I I=1 I I='' 4" 1'-4" MUNICIPALITY. CURB DUE TO SLOPE "— =III=III_-I�I I�Iiii�ITiI�I �I I�-�I III=III_ CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/1c SLAB INFORMATION. SLAB INFORMATION. 00 M - 6x6W1.4xW1.4 °Q 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► — - ? min. 4" BARRIER D D iv ° ov GRADE COMP. SOIL. • 1T (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3° MIN. CLR. (2) #5 REBAR CONT. 1'4- (1 STORY) STD. 90 NOOK (SEE ON 3" CHAIRS TYP. 4" 11'1 (2 STORY) DETAIL) U.N.O. TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 V DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB �\ PAVERS--N SEE A/S3 OR J/S6—nL t ' ' ' FOR REINF. INFO. L 3" MIN. CLEARANCE 1' " (1 STOR / 1'-8- (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS z 11=11�11 11�11 11a11= 11- • " '11�11�11�II�II�III�IIE�III�IIE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=1'-0" S3 EXPANSION JOINT ■ h.r� �U�11 200 SEE AIS3 OR J/S6- " i I I I l 1 1 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 01 Q CONT. BEAD SEALANT a INTERIOR -31 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a° a r ;III-1 co 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE 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/ DRYWALL 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 %t SIZE AND REINFORCEMENT) WWF OR FIBERMESH r, a BRICK PAVERS or SLAB PER _ � I I —I I I=1 11=1 11=1 11=1 I I 0-4-FIN. FLR. COMMUNITY SPECS --------------- 000 ♦ r r •//.cci�i�i''�i��'��ii'i�✓ PGG G 'G G 'G G, 'Q✓ l 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR " " " " CONNECTION INFO " & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO ON 3" CHAIRS (TYP.) 1 8" I 1'4' I 8„ 1 TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" �S�3 4 4 P111 nrnrnn rnn RIES !_• .. /_• %A14 I .. tA14 I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 —� ' MIN 7/16" O.S.B. SHEATHING 18 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w � SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j J 6x6 P.T. #2 SYPUj SLAB INFORMATION. LU ABU66 SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _E CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 Z GRADE ILLJ111=III e o. I —III =III=1I1=1' z w o 1=1 11=1 III —III —I 11=1 W °o o= I I I I I 1 a� I 11=1 1=1 11 Z z _ a _ I' 11=1 =1 1=1 I i 1=1 I I II 11=1 I M W III III-111-111=I I 1—III III=III—III= ' FOOTING II i I1111 i lI 111 iI I I ,l 1 a 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. �S�3 O�u 0 v z$ Z CID 0 z � i::,: _I , 0- E3 U) zClto c.9 � w � o -V — 0 w kh U EM mo W ai H N M C M _ U o 00 ='1 0 „ p N n.'o ¢ CD U.) rn< o •o N N LU Z LU U) W yam. a w � LU Q � Z Q��',¢ o 0 CIA LL LU . e FD t=Iv ~ I .a C 0� t x v ` I` v ~ C9 op c, �q. m e� o 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. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 2 Ri rrLU o za a ~ U) J U480 U Qz � Z LJJ 0��s Q CL a z Z DC 4 06 Z OW V = TT V , Q o W s fV � Z Z< a g Z w �E Cie J Ln Lli 2:Z W g aQW8 N LU�2g �O Z Z tja8 m ° ck g LU < o SCALE : AS NOTED DATE : 08/08/2019 TECH: FM VERSION NO. 4nO SHEET NO. S3