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v+ 3 x 0 r- I Coo m to r- N d IX x 0 I rn -o 3 a rn O 0- E E L. Ln v c c U 0 UI y v 0 i U :o I Y U q N 00 00 0 0 a rn N co r 0 0 m 0 N FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / Irk 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 �r �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 s „ „ „ 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) 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 (1) ROW 2x BLOCKING @ MID (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. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @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'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'4% (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. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z 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 APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "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 IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8" x 10" "J" BOLT @ 24" O.C. W! (2) #5 CONT. ON 3" `�" x3/16"PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) 6 x 6 OR x E r T (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE CHAIRS TYP. Cl) �'' ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL UNDERLAYMENT FOR ROOF WWF OR FIBERMESH 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2�� 6 x 6 W1.4 x W1.4 PITCH > 4:12 D ° A.F.F. O.C.) WWF OR FIBERMESH \ WWF OR FIBERMESH (2) LAYERS TYPE I OR TYPE II ° D. _ ° a ° ° z 31/2"MIN. 31/2" MIN. l (#15 OR #30) UNDERLAYMENT -� I �1 °' . D I=I I o FOR ROOF PITCH 4:12 OR LESS. I. i I I I �I _ p I I I I lWM °` ° ` ° ° ° ° a ELEV. -0'-31/2" PRE ENGINEERED WOOD - L �I ( I ° A.F.F. o ° _ ° �� 2x4 CONT. u- b I „ 11—II — r ° , a ° a - ° — _=131/2 (min.)-4' ° _ '31/2"(min.)-4" IT 11 I I I I I —I I I I — D ° .. I' - TRUSS @ 24" O.C. U.N.O. �- a a a ° a a ° a ° N _ _ ° •. — — I O0 — — — ZZ I�Z�I I I��I I I 31/2"(min. — �31/2-(min.) - 4" =1 I I I I HURRICANE ANCHOR @ EACH - _I I 11 I I 111=11 I I GARAGE DEPTH VARIES LU I TRUSS (SEE UPLIFT SCHED.) W/ 8 —I 11=1 I II I a4 4 —1 I 1—I1— I I— I I METAL PL. UNDER EA. TRUSS ° T' — -1I=T ' I — I 1=1I I� I I I —III r � r 1 I 1 F. 4„ I 4` I-1 I 11 8„ MOISTURE BARRIER TYPICAL INTERIOR BEARING (2)#5CONT. 41' 1;-4 8 (2) #5 CONT. U.N.O. MIN. SHINGLE ROOFU.N.O. MIN. 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG GARAGE SLAB AT STEP (**B� TYPICAL BEARING WALL @ STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB `S3 INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT �•-8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ (1) #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER 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 r ° 1, ,I' My — I iYAI Cp _ it D 60 _ 6 MIL VAPOR D - z r _— BARRIER p CV T COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.C.DETAIL) CHAIRS TYP. 4" V-8" (2 STORY) U) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS ��O.H.D. RECESS z SEE A/S3 OR J/S6 _I TIL FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 18" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: 'FOR BEARING WALL W/ UPLIFT ONLY SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-0" SCALE:3/4"=V-0" S3 ° 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING pcs ' 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. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ �00 s J INSULATION PER FBC AND ENERGY \,/ 1cON� (1) ROW 2x BLOCKING @MID HGT. 8" C.M.U. FORM SUBMITTED WITH PERMIT /' FOR WALL HGT. <_ 8'-6". (2) NOTE: 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @GARAGE cam•, LAYERS W/ TOTAL THICKNESS 7/8" OVER 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" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK (10)10d NAILS „ 5/8"DIA. EXPANSION BOLT @24 O.C. @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7"EMBEDMENT (MIN. SHEAR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ . 2500W1.4 SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD SPACE ANCHOR 3500#, MIN. TENSION 2600#) (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24"MIN. LAP] #5 REINFORCINGr6x6W1.4xW1.4N BOLTS 6" MAX FROM FIBERMESH WEEP SCREED INSTALLED BAR a w END OF 2 x PLATE WWF OR FIBERMESH r 2x P.T. PLATE ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR D ° p GRADE �., D D ° .p '- Cl) — a D. — ;— z FINISH GRADE w � #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi _� [GRADE 60 MIN. Fy= 60ksij a=I 25" MIN. LAP [30" MIN. LAP] g th I'—�) I p .. D I ,=I�=1 I I�—I I IT III III— I LI I—IJ=1 I I ' I� ICI I 1=1 D • • 1L ► =1 IT=! I I ° Z IT, Ljj w ° _ — _ — — °O 6 MIL VAPOR BARRIERI— �I ( p D ° I — I I —I I = — — — _ _ �— I I ° I I I I=I I I—, #5 REINFORCING BAR R 1 7/8" `� — I ° o °=1111 I=1 1=111=1 I\ _ _ ° P , N Z T I I —I I — I —I I —I rP = l=1 —III== �_ ? I I— I —TI— I I� 2) #5 CONT. ° ��° u p I 1-11I—i 11=1I I=111 -I I I II • ��l-L-III-III #5 LAP SPLICE g I=III=III=III= I= - N , ° I ON 3" CHAIRS $„ 14" 8 COMP. SOIL. (COMPACTED TO I I I I=�— I I =� 1 36" MIN. LAP [36" MIN. LAP) (TYP.) I— I- _ 95% MODIFIED PROCTOR ASTM 10" -1-1 1-111-1 l l-1 iyIII-111-111-111-111-111-111-111-1 ..III D1557) I II II ,ICI II I"' ,I I 17 #6 LAP SPLICE 1-4' #6 REINFORCING BAR #5 STD. 90 HOOK TYPICAL INTERIOR BEARING -1 I-III=1 l=1=1=1=1=1=1=1=1 I-III=1 1- ��=111-III_=lil,,IIII��IIII�IIIII;,III,;,I�I-III III-11'- FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 a v GRADE 00 II III frr TII _ _ (:—I ) #5 REBAR w/ OPT. ' FI I I=III—T 1 SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E d CV ' M N °4 4"I r �I I I •� I I SEE A/S3 OR J/S6 I -IU1 I I 1 ,L . I F,I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0101, e CONT. BEAD SEAL4 ¢ INTERIOR °p a a -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a� 0o c — rl 11= co 6 MIL VAPOR - — i'- BARRIER 1±1J VARIES SEE PLAN 1 1/2" RECESS FOR 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 AT 24" O.C. MAX. CONNECTION INFO ter; ° SEE PLAN FOR & LAYOUT DESIGN e TOP OF BEAM Imp .Q SEE ROOF PLAN 80— — — —° a " ° : ° I� I I I r r' (2) HTS20 FOR STRUCTURAL r , I� E BEAM SIZE & N I I CONNECTION INFO I 2x4 #2 SYP P.T. FRAMING w! .I I , I , , MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 7:4 — 8 z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 c ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J oUj W ABU66 SLAB STEP & RECESS S.G.D. M SCALE: 3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLSTO FOUNDATION PAD _ INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. c—'4 ' ON FLOOR PLAN SIZE VARIES PER PLAN r� CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS ao KGRAD a a �., FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1 ` .4 N SIZE AND REINFORCEMENT) W -' -III=III =III=III=1I1=1' °• =1 WWF OR FIBERMESH `" z w I —I III=1=1=1 W 111-III a a BRICK PAVERS or SLAB PER O W w 00 ;III-1 z • a — —_-_ - z — COMMUNITY SPECS ILL\ —•'— = — — — CO� ¢ 0 -0 FIN. FLR./-1k —III—=ill =111L 1 —111 —1—III—I 1 1 1 ' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rT SCALE:3/4"=V-0" S3 SEE FOUNDATION �� • �� CONC. PAD INFO. TAPERED COLUMN FRAMING rCD12!"lliI, SCALE: 314 - t'-0' I I -I -III-III=1 I I -III I I -I I I_I I I- ,- W FOOTING U 'llillilll�i 111 -III=III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 _ r L -ell 1 \/ Cl) _ O 00 Z � z� Q a UOL/711 C9 CD w ru_ o �U — 0 W c lB U o0 m W ~ E8 s �„ = m N M 2 C f0 M OON U $ Q C jr-U- 00 o ca- � v ar 0 ¢ o N .D U) Z W M. W 2 z Q 0W W 6 15 a u O iY 11iJ 0 c Z O tea "'O N a LLz a N ¢ d o 0 �j U WWW.FDSENG.COM / f rn o N _ o Cd 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 Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com �Z U< IX z O V z w K !t z z W c,£J CL w Od'�N J zz >o fz g �1 06 O o U Q �Oo o J A Z ZD ¢V"S f O a N U) 0 U 0 Ce zt� rj N L`- ;w boo z Z 2 J rl LU LV 2 ¢Qzo ~�u Q Z 2 ��1 `+L+ � z Z L It7u ,z `�j 0 0° 6 g i J ¢ z SCALE : AS NOTED DATE : 7/26/2019 TECH: FMALDONADO VERSION NO. 5ol SHEET NO. S3