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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / 5/8" OR 1/2" HIGHS 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 —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 1 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) PITCH > 4:12 > (2) LAYERS TYPE I OR TYPE II 1 tr .. ' n (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. - PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH - (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 z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 WWF OR FIBERMESH " TRUSS (SEE UPLIFT SCHED.) W/ g• - — gR- METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT f GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB ELEV. VARIES INFORMATION. jN.O.2x LUMINUM DRIP DGE LUMINUM FASCIA SUB FASCIA EE SOFFIT SCALE:3/4"=V-0" S3 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3l4"=V-0" 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, 7PF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 1(O HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O .) (OR "GYP. TYPE @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE O ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" 1.4 x 6 W1.4 x W INCLUDE THE WALL A.F.F. O.C.) 2„ WWF OR FIBERMESH ATTACHMENTS 2" Z �31/2" MIN. �31/2" MIN. ELEV.-0'-31/2" A.F.F. up _ n ♦ ♦ rr 1/27(min.)- 4" � e j � res p •ti•� •. ra Is ur•-u r u-u, ur-u 1=��i��ll Ilil'=z•1 �ilr' 11�II•�IIr-11�11 n=11:•-' TYPICAL BEARING WALL @ STEP @ SHEARWALL M TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1) ROW 2x BLOCKING @ MID HGT. FOR WALL,-HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 1 WWF OR FIBERMESH A ' 4" - 1 Nil= j-�V- -111IM11 11;��1=�11=11=11=11=�II�n= AS ME oil • SCALE:3/4"=V-0" \ S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,�M�N o�5 1 ROW 2 BLOCKING MID HGT SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coN ( ) x @ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' FOR WALL HGT. s 8'-6". (2) 8"x8"X16" KNOCK -OUT NOTE: ROWS 2x BLOCKING @ 3rd PTS 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION SEE SECTION C/S3 FOR � �� BLOCK W/ 1#5 CONT. FOR WALL HGT. > 8 -6 . FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR c`t�, LAYERS WI TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. �8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT PLATE x W S BOLT @ 24" O/C WI 2"°X 3/16" (10)10d NAILS BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK V3500#, /8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE / 7" EMBEDMENT (MIN. SHEAR r-TYPE "S" MORTAR 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 MIN. TENSION 2600# rkC 1x2' PT WD FURRING @ 24" O.C. FINISH 1/2 GYPSUM WALLBOARD IN FILL CELLS(SEE = O U.N.. 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 TO CUT BLOCK OR POUR rn MUNICIPALITY. CURB DUE TO SLOPE F3 CONCRETE SLAB W/ 6X6 a NOTE:EXTEND m W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE ' ♦► = Z 6 MIL VAPOR ► z BARRIER f ,� p 1 D g COMP. SOIL. • (COMPACTED TO 95% MODIFIED PROCTOR 02 ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" V-4" STD. 90 NOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA EMEME � SCALE: 3/4" =1'-0" 53 a Do o OPT: DEPRESS SLAB 5 V DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--� BLOCK WALL BEYOND 14' O.H.D. RECESS ;q z rj :. 4e SEE AIS3 OR JIS6-'`I 0o FOR REINF. INFO. 3"MIN. CLEARANCE 01 N 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. *SIMPSON SP1 0 1 20' MIN. LAP [24' MIN. LAP] #5 REINFORCING •• r 0 d stir � • --- - =-- ==-= ==�= =--- --BAR � • • � ,, • -, mm, GRADE 40 MIN, Fy= 40ksj x __j �� • ►� ' I a �II�II =1>< II�II�- IIoIL ... • 'u�in►,1FINISH GRADE -�11=11=11=1� ,;=a=11=11=11' • • • • • r-1! III ��. - -- �, II---"1-�1�1►��► L -11.�1 1[.� 1I ► • • • Il�lit- II�11:••'Ih11�1..:.:__:.:.:.,:.:.:�:.:.:_..._...:__:.:.._:.:.:�. � 11. -11 �Ihllcll -11 • - -II 11. ll�lit�ll 11 �1 IIF II II Ih� 11#5 LAP SPLICE • �1 null 11� • 11=II�IIII� -- MEME aar-u u, . u:-- n—ME��Ihll-•II�II �nr-1 ' REINFORCING•1 HOOK #6 LAP SPLICE ■ QEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-011 ?LAB INFORMATION. MEN • 12111111 �II'�11=11�11=1I'=11=11 _ • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' O.H.D. RECESS E v CV ' Cl) _ i• —77 e 41' T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) 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 SEE PLAN 1 1/2" RECESS FOR RIES 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 ° SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN a a. SEE ROOF PLAN c °, ' ° v A (2) HTS20 FOR STRUCTURAL BEAM SIZE & 1 a CONNECTION INFO M d' a P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. lo 1/2" FROM SLAB 0 • CONT. BEAD SEAL)* a INTERIOR •-31/2"� 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 C th 6 MIL VAPOR = - i'- BARRIER I I 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE AIS3/JIS6 g�� z 0 ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE CC a SEE TYP. WALL SECTION FOR ADDITIONAL j a� 6x6 P.T. #2 SYP SLAB INFORMATION. _*� o W ABU66 SLAB STEP & RECESS a S.G.D. rm 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 ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8-O.C. TO FOUNDATION PAD C _ 9 a INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING.' ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z - -_ - a a ) t-�, FILLED SOLID (SEE PLAN FOR ° _ a `_ 6 x 6 W1.4 x W1.4 ca ' SIZE AND REINFORCEMENT) C7LU ;III=III a ,� �- WWF OR FIBERMESH �,� Z a w W I_I I-1 III=1 I —III —Ili w ° BRICK PAVERS or SLAB PER /-COMMUNITY SPECS Cf) v go " -III=1 ! - - -- • ° a =-_ __ - 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 0-0 FIN. rLM.CA 11111-/ I I-1 —III—III—III—III I I —III —III—_— OOTING � =1 I I III=1=1=1 I=1 III—III=1 11- I I-1I I� II I III II I I� � I I I ,I I —1 I1-11—' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3 (D z� z�® z a z V) U CZ C 4--' LU ra o -U — p „ . sa ra U W mn M M '® x o o ¢v D. "C.",D•JC NN N z /y lyU) W 4au 0 a cr'in ° Z O EMEM LLZ a W E ro••S n OFo - U �0 �f��i,QROFESS�O�a It ``` 1 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 200 I Tampa, FL 33607 www.LennarTampa.com W� as J LLJ z 2 I— 3: ZQ o O � 0 Z R9 � m- P o 0�� ILL Z J r• 1 Lij Q z zpg 8 m 0n �p Mf Z W tali Tw"I V) o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAM ES VERSION NO• 4m0 SHEET NO. S3