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co z tz K) i i 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING „ TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ 1/2 HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END „ (U.N.O.) (OR / GYP. TYPE X @ (2)16d TOE NAILS @ FFFFFF�4CH END (U.N.O.) GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH TOP PLATE S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"xl6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (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) ROW 2x BLOCKING @MID (12)10d NAILS U.N.O. 2x#2 SPF STUDS HGT. FOR WALL HGT. <_ V-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. _ J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". '- " @ 3rd PTS FOR WALL HGT. > 8 6 . 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD NSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & ,c SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 518"° 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 N CHAIRS (TYP.) " _ _ " 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH ELEV. 0'-0" ot O.C. OR 5/8"x10' WEDGE ANCHOR PITCH > 4:12 ` A.F.F. �� x 6 W1.4 x W1.4 @ 24" O.C.) 2 6 x 6 W1.4 x W1.4 2" 0 . e � (2) LAYERS TYPE I OR TYPE II ° ° a WWF OR FIBERMESH WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT I+ n 'AIE_ ° °, ° ° ° ° ' ° ELEV. -0'-31/2" `�- 31/2"MIN. 31/2" MIN. FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. — P ° ° ° ° a h Fpp- ° a ° � ° ° A.F.F. O e .. e REQUIREMENTS SEE R905. PRE ENGINEERED WOOD I ° ° ° ° 2x4 CONT. ° s` ° � 31/2"(min.)- 4" 1/2"(min.)- 4" TRUSS @ 24" O.C. U.N.O. _ _ ° ° ° ° a ° g ° ° e , ° N I _ .. � ° .. —� rr rrr a •• r _ °O --ro • 12 HURRICANE ANCHOR @EACH - _ — � I ° ° a a ° ° GARAGE DEPTH VARIES ° 31/2" min. - 4'.. — — — (( N _ 31/2" min. -"4"" ) (NP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" - ° ° METAL PL. UNDER EA. TRUSS ° ° k- MOISTURE BARRIER TYPICAL INTERIOR BEARINGU.N.O. (2) #5 CONT. 4" 1� 8" (2) #5 CONT. 4" ' 4'' 8" INSu ION LE SHINGLE ROOF MIN.U.N.O. . 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG'� GARAGE SLAB AT STEP(*"B� TYPICAL BEARING WALL STEP SHEARWALLrc,**�TYPICAL BEARING WALL @ STEPrCC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4 -1 0 „= ,_ „ S3 SCALE: 3/4 -1 0 1 _ 1 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB — INFORMATION. „CEILING ALUMINUM DRIP 1-0-woo��`-4 STRENGTH EDGE BOARD PER CODE (R ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING e cs ��rGo srGc GE GYP. TYPE "X" @GARAGE W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" 0/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT SCREWS 7" O.C. @ 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 0 oo N�� s ROW 2x SHEET CEILING & 8" O.C. WALLS LOAD BEARING OR EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C `� (1) BLOCKING @MID HGT. WALL 1 -6 ' 2 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN NOTE:FOR ROWS 2x BLOCKING 3rd PTS SEE SECTION C/S3 FOR @ FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL �� 7/8 STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR v IAYERS W/TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "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 HOOK DETAIL SIMPSON N w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK IL (10)10d NAILS STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6"EPDXY BOLT OR IMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB WI 2x P.T. PLATE (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING J SPACE ANCHOR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w N END OF 2" x PLATE WWF OR FIBERMESH ARCHITECTURAL r- TYP' ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR W , , ° FINISH 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE s ' n ° • z �. ° •D GRADE 40 MIN. Fy=40ksi a #3 & #4 LAP SPLICE ' ' ° 1111 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL z ° = Cl) a p. FINISH GRADE O0 0,4 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksiJ a g p . • r r ' CELLS (SEE U.N.O. FOOTING MONO SHOWN > ° - w ° 1 FOUNDATION PLAN FOR CLARITY D _ °O 6 MIL VAPOR BARRIER ;• ° .' — R 1 7/8" — — FOR LOCATIONS) p o ° o I=III=1 I=I 1=III=1 I =I — j N z #5 REINFORCING BAR - 1x4 P.T. BASE NAILER p ° I I II I I I #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION D° 11 I I 1 1 II NOTE: ° I • a ON 3 CHAIRS 31/4" BASEBOARD PORT AT EACH = * g III=III= 1=III=1 I I= I= c� FOR BEARING WALL I-1 I I-1 I=1-1 I=1 11=' T . COMP. SOIL. (COMPACTED TO ° 36" MIN. LAP [36" MIN. LAP] (�,P ) 8" 1'�" 8" FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ _ _ _ _—I 95%MODIFIED PROCTOR ASTM — 10" MIN. 2500 PSI CONC. SLAB cn AT GARAGE CONTRACTOR MIN PSI MAY VARY PER _ III=III=1 I I=1 1=III=III-1 1=1 I I=I 1=1 I=III=1 I 1=I i =1 1=1 -1 =111, II I=I I=I I=I I —I I —I I—III—III=1=1=I I I= I D1557) ,l , 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR MUNICIPALITY. II it —I 11=III_-1 ITII I I,; II I #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/UPLIFT rG W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 E SLAB INFORMATION. SLAB INFORMATION. e ► I' - Z �, er ° I. I 0 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR V 6 x 6 W1.4 x W1.4 1 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH \I 6 MIL VAPOR ° f ? T min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M BARRIER D p 1 N ° A v GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° . :. COMP. SOIL. ° r a _ TOP OF BEAM & LAYOUT DESIGN : < .. ( COMPACTED TO 95% a 1 #5 REBAR w/ OPT. () SEE ROOF PLAN ° ° � c a'. � ° ° MODIFIED PROCTOR _ — — SCr EI EENCLOSURE (2) HTS20 FOR STRUCTURAL a ASTM D1557) BEAM SIZE & N G „ 3 MIN„ CLR. (2) #5 REBAR CONT. _ 4' CONNECTION INFO r� .� � . ° ' � „ ON 3 CHAIRS TYP. 4-1- 1-4 STD. 90 NOOK (SEE MIN. I . U.N.O. DETAIL) 2xaP,T. PLATE 2x4 #2 SYP P.T. FRAMING w/ TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L u,s O.S.B. i MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING SEE A/S3/J/S6 8-1 FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 w � SCHEDULE OPTION #1 1/2" GYP. BD. COLUMN LOCATION Q > SEE TYP, WALL SECTION FOR ADDITIONAL P.T. 2x > w 6x6 P.T. #2 SYP � SLAB INFORMATION. OLD GYP. BD. " Lij i 2 FROM SLAB 01-0" J CONT. BEAD SEALANT � ABUss SLAB STEP & RECESS S.G.D. rM OPT: DEPRESS SLAB 5Y" SCALE: 3/4"=1'-0" S3 DEEP AND 6" BEYOND ° < DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • . INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT ° ° ° ° -3 1/2" SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14' O.H.D. RECESS z 13" O.H.D. RECESS GARAGE ATTACHMENTS & 18/D1 O.C. PAD FOOTING PAVERS r CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS C' = EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8"O.C. TO FOUNDATION PAD E ' '. • ; �:•; :., ', :' •. STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' .: ';. ' �' "' '' :. ' V. PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M • _ _ 1 :•;' .' •" ''' — `t •� ' _ _ •; '� (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo Z GRA a ° —j • .• 4" oQ i. op TENSION 120#) CONCRETE SLAB _ �., FILLED SOLID (SEE PLAN FOR = _ _ _ a ° '• ' • ' •• ° 411 = 6 x 6 W1.4 x W1.4 %, SIZE AND REINFORCEMENT) _ _ c7LU - ° °• = =1 +.:. ' •,' ::''' 1 •� i +.: ' •, ::'' •" _ WWF OR FIBERMESH °° Z w— — —I I=1 i w I 1=1 I 11=II I=I I I _ ' E_ ° __ i r I=1 ^ `�"=III= BRICK PAVERS or SLAB PER o w LU w � � Z p o -1 =) ! • ° a _ —_ _ z qa •'� SEE A/S3 OR J/S6 - 1 FOR REINF. INFO. 3" MIN. CLEARANCE •'� : • SEE A/s3 OR J/ss FOR REINF. INFO. 3" MIN. CLEARANCE 1= -1 ° V-0" FIN. FLR. COMMUNITY SPECS a - =1 11== 1=III III III=III—I 1=I 11=1 I I I I=1 11=III— FOOTING 1=III= I I —III= - I-' BEYOND > 6 MIL VAPOR -= i' = —i,—� — = -I I —I L--=1 BARRIER L—III—I I -I I I=1 1=1 1=1 1=1 r = IF I —I I —I I (—III= I- 1 x 1 N 1 (1 STORY) / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) 1 N 1-4 (1 ST RY) �I I I I f I III .: •' ti_• �� . , —� I —III —III— „ PAD REINFORCEMENT 3 MIN. CLEARANCE 1' 8" 2 STOR ( ) V-8" 2 ST RY ( ) 11 11 4 4 �, :..• :, SEE FOUNDATION SEEFO (SEE SCHEDULE) FOOTING WIDTH � •.. �• PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMINGrCD12 PATIO COLUMN FTG. DETAILrN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE314"-V-0* SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. U zC, z� z U) z In 0 0 4-J Lu "V — 0 w v) V) U mo oCs c o ¢ rn OW o W-) 2L la;<Cii AL B D• N��-�D•dC 1— /—• N N a LY�� a LY 0 Z 0a o W pJJI o GCO ��• "ISSEco Zz E S S' iO ON Ilff tti'i.� Ll 'f 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 2001 Tampa, FL 33607 www.LennarTampa.com Z< C/) J a 0 oa f$ij 0 r G 2:Q. F. j Z tY o: y o :a d' 0 W U = Q ^t O < Lu Z ,^-1 J rl W Q Lli x Zg a Z ~W< p1 4# Z8 0° O oo g =LLI •-�. 0- cn o SCALE . AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO' 4mO SHEET NO. S3