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i J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 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,A 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1l2"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 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR "GYP. TYPE @ EACH END (WHEN PARALLEL) GARAGE 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 (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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) @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\:k FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3116" PLATE WASHER (TYP.) WALL _HGT. < 8'4% (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 NSULATION PER CHART ON FLOOR PLAN APPLICABLE. v 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 & ci 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 E `- - 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 " 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND CHAIRS TYP. c i r, (ALT: 1l2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF (TYP.) WWF OR FIBERMESH ELEV. 0-0 OR 518"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH > 4:12 0 ° A.F.F. O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 (2) LAYERS TYPE I OR TYPE II ° ° ' ° ° " WWF OR FIBERMESH " WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT D 31/2 MIN. 31/2 MIN. FOR ROOF PITCH 4:12 OR LESS. - ° ° ° 4 ° a ' ELEV. -0'-31/2" z ° ° 4 ° ° ° A.F.F. O ° ° PRE ENGINEERED WOOD ° ° ° ° ° ° ° 2x4 CONT. ° ° ° LL � ° 1/2"(min.} 4" ° 1/2"(min.)- 4" ° ° ° O d ` 1 P �t. TRUSS @ 24" O.C. U.N.O. . ° ° a °° N ooT, r °•. - - aD ,,� �. ° �. _ •. - - HURRICANE ANCHOR @ EACH T - ° ° GARAGE DEPTH VARIES ' ° K1!/21"(min.L 4" - 31/2"(min.) - 4" - TRUSS (SEE UPLIFT SCHED.) W/ g�� METAL PL. UNDER EA. TRUSS 4 ° _- MOISTURE BARRIER ° ° ° g ° (2) #5 CONT. 4" "� r 114„ 8° (2) #5 CONT. - ,, m 1 SHINGLE ROOF TYPICAL INTERIOR BEARINGK�B U.N.O. MIN. U.N.O. 811 . 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT KGG GARAGE SLAB AT STEP TYPICAL BEARING WALL STEP SHEARWALLrc TYPICAL BEARING WALL @STEPrcC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - - INFORMATION. ALUMINUM DRIP G°�NJOJE�'t EDGE oS�GJP ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING QCS ��E 12" N.O. 2x SUB FASCIA 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. EE SOFFIT 11 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C ,�M�NN�s SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY \,/ cod (1) ROW 2x BLOCKING @MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' ` FOR WALL HGT. s 8'-6". (2) NOTE: 8"x8"X16" KNOCK -OUT 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION ROWS 2x BLOCKING @ 3rd PTS BLOCK W/ 1#5 CONT. 1 "x P.T. STUD () @ SEE SECTION C/S3 FOR 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 N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIDE 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"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 5/8 x6 J BOLTS BOLT (10)10d NAILS BOLT INFO. 3RD LAYER 1/8"THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT 24 " O.C. (IF NO UP LIFT ON �p PLATE WASHER TYPICAL @ 24" O.C. VERT. OR 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD W/ 7" EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3) 11„ MIN. 2500 PSI CONCRETE SLAB W/ SPACE AN HOR 3500#, MIN. TENSION 2600#) ci � FINISH 1 x2, PT WD FURRING @ 24" O.C. 1/2 GYPSUM WALLBOARD C #5 VERT. IN FILL CELLS (SEE U.N.O. = FOUNDATION PLAN 8 FOR LOCATIONS) 1x4 P.T. BASE NAILERiir_ 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC, SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER N TO CUT BLOCK OR POUR 00 MUNICIPALITY. CURB DUE TO SLOPE F3 CONCRETE SLAB W/ 6X6 a NOTE:EXTEND a W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE ` Z °� 00 I M 6 MIL VAPOR ► ? �- g BARRIER o COMP. SOIL. ° o (COMPACTED TO 95% MODIFIED PROCTOR 0o ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 C 4 N E OPT: DEPRESS SLAB 5 Y" F' DEEP AND 6" BEYOND DOOR TO RECEIVE j- BLOCK WALL BEYOND s PAVERS / DRIVEWAY `v CONCRETE SLAB 14' PAVERS O.H.D. RECESS IY z N CrJ .• _ .Il.11rl.11.11� .II II:�II III' r !2 FOR REINF. INFO. 3" MIN. CLEARANCE CD 1' " (1 STOR ) / 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. *SIMPSON SP1 w/ (10)10d NAILS �, TYP. (6)1/4 x31/4 TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c 2X PT PLATE WEEP SCREED INSTALLED PER MFR INSTRUCTIONS 20" MIN. LAP [24" MIN. LAP] #3 OR #4 REINFORCING BAR #5 REINFORCING BAR a w „ C BOLTS 6 MAX FROM END OF 2" x PLATE E 6 x 6 W1.4 x W1.4 ` N WWF OR FIBERMESH , n ° GRADE ., > ° • _ z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi 0. to ° MONO OR STEMWALL ° ? T 0 i� M - - o > FINISH GRADE °O 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fr- 60ksi] as S D - -T 4 FOOTING MONO SHOWN o p oo w - ° FOR CLARITY ° D _ _ _ 6 MIL VAPOR BARRIER ; °ES ;_ R 1 7/8" �' - ° o=1I N Z #5 REINFORCING BAR ° ° I 1=1 I I-1 i t=1 I I -I I I -I I I- ? r 2 #5 LAP SPLICE 2 #5 coNT. O o° I NOTE: P *FOR BEARING WALL & I I I=I I=1 I I-III-i I� _ _ 1=III-11=III-I I I-IIII 11=III-=III=III=1 T • COMP. SOIL. (COMPACTED TO ° 36"MIN. LAP (36"MIN. LAP] ON 3" CHAIRS (TYP.) 8" 1'-4" 8" W/ UPLIFT ONLY - 95% MODIFIED PROCTOR ASTM W-ITT" 10" 1I-I-I I-1 I=111=1 I=III=1 I I=III=1 I=III=1 i i=1 1 I I=1-1 I=1 I=1 I===1 I I=111= I I I=1 I I-1 I D1557) 4" 114" # REINFORCING BAR 6= #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD** TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" E S3 REBAR DETAILS SCALE: N.T.S. rF"� �,S3,/)SCALE: WALL W/ UPLIFT rG 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 WWF OR FIBERMESH GRADE �11�11�11�11�11�11=11= !1. � - - �11-11�71�11-11�11�-I1 ► ► � MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3l4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N Cn CV) . ". °P 4. SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'-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. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0�Oil J CONT. BEAD SEAL)* Q INTERIOR CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB � N _ M 6 MIL VAPOR = - i' BARRIER TLI lip 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 r 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° TOP OF BEAM &LAYOUT DESIGN q SEE ROOF PLAN ` ° ° e ° (2) HTS20 FOR STRUCTURAL BEAM SIZE & - a CONNECTION INFO ° �t • I I 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ PLATE 7116' MIN 7/16" O.S.B. SHEATHING SEE AIS3/J/S6 811 z ATTACHED PER NAILING FOR REINF. INFO. UJI SCHEDULE OPTION #1 oC a SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q � > w 6x6 P.T. #2 SYP SLAB INFORMATION o'� J o W ABU66 SLAB STEP & RECESS a S.G.D. rM fn SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE q MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.0 PAD FOOTING ATTACHMENTS & 181D1 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 CELLS TO FOUNDATION PAD .R ` INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. M ' ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 69 a ° -j FILLED SOLID (SEE PLAN FOR _ _ __ ° _ a ` 6 x 6 W1.4 x W1.4 F��f SIZE AND REINFORCEMENT) 1 I =III ° °• I=1 I I_=1 i =III=1' WWF OR FIBERMESH BRICK PAVERS or SLAB PER Z w�1- I I I-III=1 I I=1 I w o w fn w III-1 I I I I I=1 11=1 p o = -1 I- • •' • �• - -_ z_ ° a COMMUNITY SPECS _- _ L` - ° -- W =1 -� _ -III=III=1Ti =1 11=1 1=1 11=1 r 0'-0" FIN. FLR. 1=1 =1 1=1 1=1 1=1 I I-= III I i i=l 11=III =I i i=l I I I hI 11=I I= FOOTING - I-III�1 I- 11-III-I I II =1 1=1I I I I =11 I_I 1 I-' BEYOND PAD REINFORCEMENT ' -� I -III -I i I-' '- „ 3 MIN. CLEARANCE • E F UNDATION (SEE SCHEDULE) FOOTING WIDTH 4" 4" ... CONC. PAD INFO, SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE:3/4"=1'-0" S3 SCALE: Bl4""'-0" SCALE: N.T.S. S3 z_m z® z a z C� ClN #--J w •U - 0 UJI Ln _ VV) � IM Um LU M CZ, M ' C) C) ¢ ` U_ o D. " /r_ =� fA NLL�.� a fi LU o. V z 4i '. W ENG. C) • 5 Q\ • 5 �� '•.• E LO : co • R 0 F S S\O � f/�1i':ItlttttE� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florlds 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 IFS U) JZ a 0 1 8� > j > zCd O 0 w = u 0 a 1� 0, O j ^ �..Ir ' a Z�• h zLU J ,--I Ln LIJ F O z z� tj 00 zLU g x o SCALE : AS NOTED DATE : 10/4/2018 TECH: JMUROSKI VERSION NO. 4nO SHEET NO. S3 (MONO) zz