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i FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 7TYPTI VARIES / INSU 5/8" OR 1/2" HIGH J 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 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 D (2) LAYERS TYPE I OR TYPE II 1 p (#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 (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 z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH Cn . p D I C /TRUSS (SEE UPLIFT SCHED.) W/ 8" 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"x8"X16" 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 CELLS (SEE FOOTING MONO SHOWN U.N.O. FOUNDATION PLAN FOR CLARITY FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION NOTE: 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL FILLED CELL TYPICAL W/ UPLIFT ONLY MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER viTO CUT BLOCK OR POUR PALITY SCALE:3/4"=1'-0" S3 vil .4 �r 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 (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) (U.N.O.) (OR V 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 (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. < 8'-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 NSULATION PER CHART ON FLOOR PLAN I- 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 IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ STEP, SIZE OF FOUNDATION AND 2"°x3/16" PLATE WASHER (TYP.) T (ALT: 1/2"xl 2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0"ot OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 21r 6 x 6 W1.4 x W1.4 °° ° � 31/2" MIN. WWF OR FIBERMESH 31/2" MIN. � WWF OR FIBERMESH a ° ° ELEV-0'-31/2" z ° ° a ° ° ° ° ° ° ° ° A.F.F. O ° ° 2x4 CONT. ° ° ° o = o ° ° - 1/2"(min.'- 4" D ° ° I ' 1/2"(min.)- 4" ° ° ° N 00 4 ° 31/2"(min.)- 4" 31/2"(min.) - 4" GARAGE DEPTH VARIES 8. ° ° g ° (2) #5 CONT. 4„ 1 ' 114. (2) #5 CONT. 4 U.N.O. MIN. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP MI SHEARWALLK*"C� TYPICAL BEARING WALL @ STEPrcC " " S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4 -1-0 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. Qos' i�Eoss 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" O/C 0 s 1coN of INSULATION PER FBC AND ENERGY 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 "J" 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 NOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR 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 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR + GRADE _ N D D . D � _ z #3 & #4 LAP SPLICE GRADE 40 MIN. F - 40ksi y- ...-° . D D J _ FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] - ° o °° o _ o0 6 MIL VAPOR BARRIER - D ° °QAAA R 1 7/8 -� I= I I- I I-1 I I-1 -11 -� - N Z #5 REINFORCING BAR 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 0 D w U IS e . ujuj U) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-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#) .=i E 6x6W1.4xW1.4 = WWF OR FIBERMESH r ::I I 1=1 I I -I I I -I 11=1 I I -I I I- ? D - 2 #5 LAP SPLICE \ (2) #5 CONT. .� I L 11 T 1 1 r ° I -I I I -I I I -I I I -I I I -I I -11 2 • g ° I I 1=115111=11 =11 =1 11= COMP. SOIL. (COMPACTED TOIlk D ° I=1 1=1 1=I 1=I 11=1 I' 95% MODIFIED PROCTOR ASTM I -- =1 I=1=1=1 I I=1 I I=1 I=1 11=1 11=1 11=1 11=1 1=1 1=1 1=1 11-1 I D1557) -- 1=III=III=III=III=III=III-III=III=III_III=III=III=III='' 4" 1'-4" MUNICI _ I I I=1 I I I I I=1 I I=1 I I=1 111 11-1 11= i I' CURB DUE TO SLOPE - - - - CONCRETE SLAB W/ 6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.-+ WWF OR DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'4" BELOW GRADE SLAB INFORMATION. S3 ° D : Z � ` I 6x6W1.4xW1.4 D 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► f i min.) 4" BARRIER D p 1 N = A. ° o GRADE COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) R. (2) #5 REBAR CONT. 1'4" (1 STORY) STD. 90 NOOK (SEE ON 3" CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rT� SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 /-O.H.D. RECESS PAVERS-\ z 11=I1.=11 l�ii. Il'.s ! 11�11 11 ��.11. .I1.1 1 �� I1.11. is-n Sa+ .1- •. = = --' -'II=IL�11=1111ll�lll Ali=naIE4ri ��nl=n • - MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" c_ O.H.D. RECESS E d N' CV M M ti' .:• . °Q ' 4" . r SEE A/S3 OR J/S6 I -�" I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) 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"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 201 HOLD GYP. BD. 1/2" FROM SLAB 0� , J CONT. BEAD SEALj0 INTERIOR ° Q-31/2",K CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ° c M 6 MIL VAPOR = - i' BARRIER 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8" (TYP.) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING E REBAR DETAILS F WALL W/ UPLIFT G S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 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. x = _ CONNECTION INFO 1 4. SEE PLAN FOR • TOP OF BEAM &LAYOUT DESIGN • • 4 '' a. Nit' SEE ROOF PLAN c - < ' 4 a : 4 r �. (2) HTS20 FOR STRUCTURAL BEAM SIZE & N °' G - E CONNECTION INFO Cl)- . ° 44 I I . 2x4 #2 SYP P.T. FRAMING w/ ' �n6., I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" 0.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE COLUMN LOCATION Q SEE TYP. WALL SECTION FOR ADDITIONAL � J 6x6 P.T. #2 SYP SLAB INFORMATION. o W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 -2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING z:z-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 �, T WWF OR FIBERMESH ° ° ° FOR COLUMN TO BEAM ATTACHMENTS M 0' " F TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 8" MASONRY WALL .. EXTEND FILL CELLS . TO FOUNDATION PAD = CONT. FOOTING STEEL -\L MAT REINFORCING. M 00 z ° -j 0� I 1 I= I ° 40 o p W LU w III=1 I 11=1 11=1 1- Z p o = • -9- -_-_ 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 N -0 . FLR. 19-1 �i Pe ii!'i✓i . . I I -I =1-I I1=1I I -III 1I -III-III-=- FOOTING II I III -III -III -III -III I I I=1 11=11 I_ U 1-III-111-III-I 11 I I =1 11-I I I-' BEYOND PAD REINFORCEMENT -� I I-III-i (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �,13_ h O u V 0 V Z M z z a U) z V) (D L U •V - 0 "' Lh F- U o0 m w E a) M r `i o U Q ' o A8a Ds N•C B D.0 T WTI r 0 � � c0 11 N V (� rn # 00 �N�z ° Z W ti W - C 0. a `.Q� oW LLNa g�� W a O a�,14{`9\S�ICiTD� WW1KiUSEN N 0- > +7 L-rrJ o F I-�� 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 Sth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com W� za a ~ C1) Z W ILU-1 f g E o J g�® Z ces 0 a -a W U Q LU Uo�� U-uj J o Z�� J W Z W z ~Z 8 F $�8 N Ln z tj 6 °° O o� g = ra ¢ f ,-+ a cn o SCALE : AS NOTED DATE : 08/07/2019 TECH: FM VERSION N0. 4mO SHEET NO. S3 (MONO)