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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (Typ') 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 V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'4'. (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE, IT 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cl) PITCH > 4:12 VD (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT I I �I m. D' o FOR ROOF PITCH 4:12 OR LESS. I I I �I I '- fillI�I —I D • ° : • • I --ITS — PRE ENGINEERED WOOD - I I — r I TRUSS @ 2411 O.C. U.N.O. 1L ICI --I �i1=II HURRICANE ANCHOR @EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - - INFORMATION. ALUMINUM DRIP EDGE 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES M d, v d -d a d �a X- 2x4 CONT. a d G d GARAGE DEPTH VARIES O d -d d _ a GARAGE SLAB AT STEP rB\ SCALE: 3/4"=V-0" S3 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING %12'N.0, 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. 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 BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE 'X" @ EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 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. < 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". 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.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2"°016" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 211 6 x 6 W1.4 x W1.4 A.F.F. O.C.) 2" INCLUDE 6 W1.4 x W1 A ATTACHMENTS �31/2"MIN. 31/2"MIN. WWF OR FIBERMESH ;WWF OR FIBERMESH � � ELEV. 4-3 1/2" z A.F.F. p " D i • 11 I 11 11 I�,_ 31/2 (min.)-411 D ' 1—I1� 31/2 (min.)-4 31/2"(min. •-II-,�— fly —II —I � I�III, ►r-II (2) #5 CONT. :.I I ' 1"' I,, �,I IrL 411 14 8 U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL SHEAR WALL SCALE: 3/4 -1 0 (min.) - 4 _ i I I r 14"IrI I 1 $ U.N.O. MIN. TYPICAL BEARING WALL @ STEP 'SEE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY 8"x8"X16" KNOCK -OUT EXTERIOR WALL 81, 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 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 SIMPSON SP1 w/ G/S3 FOR ANCHOR" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL (10)10d NAILS 8" C.M.U. TYPICAL BOLT INFO. 5/8"" "J" BOLTS BOLT PLATE PLATx 10„ 11 J„ BOLT @ 24 0/C W/ 211° X 3/16 (IF NO UP LIFT ON @ x6E WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK IN 24" O.C. VERT. OR 2x P.T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) 518" 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 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR / *SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM w/ (10)10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR W END OF 2" x PLATE ARCHITECTURAL TYP. T 2x P.T. PLATE C PER MFR INSTRUCTIONS D FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR SCALE:3/4"=V-0" \ S3 11 i s =' - , D . • D . ' GRADE 40 MIN. Fy= 40ks -t _ • • ° 1x2 PT WD FURRING @ 24 O.C.-/ GRADE �„ z_ #3 & #4 LAP SPLICE a I— — pJ FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a (1) #5 VERT. IN FILL MONO OR STEMWALL Z M _ — — D D 25" MIN. LAP [30" MIN. LAP] I [I I I!-11I1 L • 1/2" GYPSUM WALLBOARD o - - = T� U.N.O. CELLS (SEE FOOTING MONO SHOWN o I I-.1 w FOUNDATION PLAN FOR CLARITY D D _ _ _ _ _ 00 6 MIL VAPOR BARRIER i I I I e ° I - I - I 1-I ( r I- -11=T=1��, #5 REINFORCING BAR R 1 7/8 FOR LOCATIONS) p o I=1 I I=1 I I=1 I I=III=1 I I=1 , I I —T_]I (i l I I: N z I T (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-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#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r D:n I I ICI II II[— II r 1x4 P.T. BASE NAILER ° o ° III=III=III=III=III=I I E ? 1 . ' ' I I F-I ILY i I=1 i r #5 LAP SPLICE (2) #5 CONT. 1=I II I I hI I ICI 1=11 ICI F 4"x4" INSPECTION NOTE: ° p I=III=I 11=III=III=III—i • ° �-Tr n 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL g III—i I (-III-III-III=I I I- N FOR BEARING WALL 1=III=III-III=III=III-' W/ UPLIFT ONLY -_ -_ -_ -__-i COMP. SOIL. (COMPACTED TO I I _D o 95 /o MODIFIED PROCTOR ASTM —I 11=1� I I —I I -�=�� MIN. 2500 PSI CONC. SLAB _ _ _ _ III=III=III=III=III=III=III=III=III=III=1 1=III=III=1 I 1=III=1 I D1557) o Cl) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER Cl) TO CUT BLOCK OR POUR =1-1 I II II I I—III—III—III=III—III—III=III=III—III=1 i lI �I I-1 4" 'r2 MUNICIPALITY. CONCRETE SLAB W/ 6X6 W14XW14ww9:OR pW CURB DUE TO SLOPE NOTE:EXTEND III=III_=III_„I l li it 111 it 1 1 1 1 1 1 1 1-III III_ IT- FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING "FIBERMESH"DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. Z 6x6W1.4xW1.4 M D 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR D t = - z_ r min. 4" o BARRIER ; p 4 �- a C a o — D • • CV _ a COMP SOIL 00 - (COMPACTED TO 95% o MODIFIED PROCTOR ASTM D1557) L 3" MIN. CLR. > (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1 V-4" STD. 90 NOOK (SEE U.N.O. DETAIL) = TYPICAL WALL SECTION rA 0 � SCALE: 3/4" =1'-0" 53 N 0 o OPT: DEPRESS SLAB 5 y2" - DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND = PAVERS / DRIVEWAY CONCRETE SLAB 1411 O.H.D.RECESS PAVERS -\ � M g 1 Y t TIIIII a.. •�•. " .a. YZ 15 • • • ♦ -� \� It SEE A/S3 OR J/S6 02 FOR REINF. INFO. 3" MIN. CLEARANCE R 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS (`j•1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE:3/4"=V-0" S3 'v GRADE —1T T il"r-1i1� (1) #5 REBAR w/ OPT. I1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' M CV ... a'. + • co N . V. 111 a.,•• c SEE A/S3 OR J/S6 I 'LI �l I lal-„T111 FOR REINF. INFO. 3" MIN. CLEARANCE V-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"=V-0" SLAB INFORMATION. CONCRETE NAILS W 1 1/2'N EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 00 E� 1/2" GYP. BD. .HOLD GYP. BD. •1 /111 rnn11A CI AD r1n K1r1DC'TC 01 AD M 6 MIL VAPOR BARRIER INTERIOR WALL SCALE: 3/4"=V-0" 36" MIN. LAP [36" MIN. LAP] -dy 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE E REBAR DETAILS rF S3 SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLANci (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO I I 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ PLATE ins^ MIN 7/16" O.S.B. SHEATHING o.s.e. z ATTACHED PER NAILING w 0 SCHEDULE COLUMN LOCATION Q w 6x6 P.T. #2 SYP w LU ABU66 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE 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 E M FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) WWF OR FIBERMESH BRICK PAVERS or SLAB PER a d -I I�- - - - 11=1 11=1 11=1 11=1 l 1= 0'-0" FIN. FLR,4:jk COMMUNITY SPECS ON 3" CHAIRS (TYP.) 1 8" 1 1-4" 1 8" 1 TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 1 S.G.D. (U.N.O.} � I r �F OR FIBERMESH N J t CO 1 VI\ 1\4119f 11\1 V. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �-- SLAB STEP & RECESS an S.G.D. I M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL .- EXTEND FILL CELLS ci TO FOUNDATION PAD _E CONT. FOOTING STEEL MAT REINFORCING. `�' ' M co GRAD = = a a ° 011=1 I d °• I —III —I i I —I —I' Z w I —III —I =1 I I —III —III —III w r a w w z Owtn= • • a• 0 0 =1 11=1 0 aLLJ a=- M z `� 1 1—I —III—III=1 11=1 I I =1 I I —III FOOTING _� I I III —I 1=1 I I —III —I I III —I 11=1 I_ III,\Illl��llll��illl ,,ll -III-III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 C9 �' zo z� z a z V) 0 (D w C� o �V — 0 w c = o .� ` V n r— w 1—' p N M r- 0 CO O cM _ O_oCD 00 YO ¢ D) 0 LO u a < Ci ® D" N C 13D C N N 4t 00. ��y � .•�' M � C r7 ii. V W r, w � ui oLL 4^910U)M m �'F % F j :ko r vw WWWRIUN yea aW' cASff U NO 4. ON FL SStO /l��rrrlllcf��t� 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 Bth 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 0Z za U) ' �qgj K U O z o zz Z�°` wW a 0 J Co 0'�,0 U LLI N o�o o z U > z Q -a 0 � O U F_ Q Q > . 0j?o 'J Em ON 7 U LL.0 za a Z E0 2 J tiiLij z z Ln FZU $oZ w� o0p �zs 00 GO z Uj _ J ¢ 0 t--1 a to 0 SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. S3 (MONO)