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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 it I 1x2 PT WD FURRING @ 24" O.C.--1 n I "r (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE 1 OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 - ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA ' N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH IN FILL 0 1/2" GYPSUM WALLBOARD -- CIELLS (SEE U.N.O. FOUNDATION PLAN CD S 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 a^'o MUNICIPALITY. CURB DUE TO SLOPE T3 CONCRETE SLAB W/ 6X6 a NOTE:EXTEND m W1AXW1.4 WWF OR DECO FINISH 4" to 6" FIBERMESH" BELOW GRADE N C (V •� °P Z ; I d ch s I 6 MIL VAPOR o - Z CD BARRIER - • T • • 'll -•n (COMPACTED TO 95% - MODIFIED PROCTOR � ASTM D1557) z #5 REBAR CONT. 3" MIN. CLR. (2) ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) = TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" 53 H rb 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE-\ (2) #5 CONT. ON 3" CHAIRS (TYP.) Islam (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ V-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 & ,c� @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 8„ TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 FOR ADDITIONAL SLAB INFORMATION. ,Vr �r Ara �r �r 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 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/ All 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. < 8'4". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALILHGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION 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 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/(10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2""x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE Cl) ELEV. 0'-0"OIL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 31/2"MIN. WWF OR FIBERMESH 31/2"MIN. WWF OR FIBERMESH a ° ° ° ° ° ° ° a ELEV. 4-3 1/2 ° ° ° °a ° ° ° A.F.F. O �' ° a a :]) 2x4 CONT. g ° ° ao > ° ( )- , ° . ° - 1/2"(min.)- 4" ° a LL ° i 1/2"(min.)- 4„ GARAGE DEPTH VARIES ° °, 31/2"(min. -4" I 31/2"(min.) -4" - _ I I _ _ I I- (2) #5 CONT. 4" ' 11411 8" (2) #5 CONT. 4- U.N.O. MIN. U.N.O. I . GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEPrcC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR v G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS N .- 2x P.T. PLATE TYP. ASSUMED FINISHED 'fit GRADE MONO OR STEMWALL ° FOOTING MONO SHOWN p p o FOR CLARITY ° ;> D P ° I _ _ _ -III -III -III -I i -I I -I I I-1 I I -I 11=1 I I= z NOTE: p g I I I I I I I I I I I i I I I 1 1 I I I I I I I I l I I I- N *FOR BEARING WALL W/ UPLIFT ONLY-III=_III_=ITI=TT�� I I I=1 1=1 11=1 11=1 11=1 11=1 11=1 11=1-1 11=1-1 11=1 -i I I-1 I I-III=1 I I=1 I I -III -I 11=1 11=1 11=1 11=1 11=1 "-III-III-111 11=1 11=1 11=1 11=1 11=1 11-'' FRAME WALL III��llll�lllll�111111,111,;,,III-111-III=I�1 TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"= 1`41- INFORMATION. 1=II�11�11'�11- �71�ll�ll�li�ll�i1=I1= I �l��i�fati�ti��ti�i�iui�i��c�ui�lt�i� • • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 o OPT: DEPRESS SLAB 5Y2" - DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND o = PAVERS /DRIVEWAY EXPANSION JOINT `o J CONCRETE SLAB 14 PAVERS O.H.D. RECESS z 13' O.H.D. RECESS ca 4. J ' ' : • 4" 00 T 50 411 _ T SEE A/S3 OR J/S6 r r r SEE A/S3 OR J/S6 - t l 0o FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4" (1 STC RY) 1' " (2 STOR) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS ri W SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 g ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. PCS'�`�OS�GJP� SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M�N�4Ao 5 �c INSULATION PER FBC AND ENERGY (1) ROW 2x BLOCKING @MID HGT. FORM SUBMITTED WITH PERMIT NOTE: FOR WALL HGT. <_ 8'-6". (2) (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION SEE SECTION C/S3 FOR ROWS 2x BLOCKING 3rd PTS 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6'. LAYERS LAYERS WI TOTAL THICKNESS 7/8" OVER 1/2 GYP. WB (MIN.) @GARAGE 5/8"" x 10" "J" BOLT @ 24" O/C W/ 2""X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE, PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600# ) 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHO:FR BOLTS 6" MAXOM 6 x 6 W1.4 x W1.4E FIBERMESH WEEP SCREED INSTALLED BAR END OF 2"x PE WWF OR FIBERMESH c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ° ' o N z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi 0 =1 ° n - .p co A n • FINISH GRADE 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a g T _ Ix to 6 MIL VAPOR BARRIER I p a ° I I R 1 7/8" n - I 1 ° I #5 REINFORCING BAR ° I T #5 LAP SPLICE (2) #5 CONT. - I COMP. SOIL. (COMPACTED TO -_ • P ° • Ixx(TYP.) ON 3" CHAIRS 8„ 1,-4„ $" 36" MINLAP [36"MINLAP] . . 95% MD1557) DIFIED PROCTOR ASTM ' = I r, r 10" I I hsr I I - I 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK#6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'4' S3 SLAB INFORMATION. P.T. 2x 112" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALA& INTERIOR ° ° -31 CONCRETE NAILS W 1 1/2 j EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE S °Q Si --- C-4 11= M 6 MIL VAPOR BARRIER SEE PLAN 1 1/2" RECESS FOR _U VA 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 �t 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO; ° & LAYOUT DESIGN TOP OF BEAM • SEE ROOF PLAN A c ° d (2) HTS20 FOR STRUCTURAL : = - BEAM SIZE & �r N � d CONNECTION INFO r) ° 8 I 1 ,-2x4 P.T, I 2x4 #2 SYP P.T. FRAMING w/ ' PLATE SEE A/S3/J/S6 ins" o.s.B. z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q � w 6x6 P.T. #2 SYP SLAB INFORMATION o W ABU66 SLAB STEP & RECESS a S.G.D. M 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 TRIM PER PLAN 8" MASONRY WALL .. W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD E INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES PER PLAN r, CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS z RA a ° � ) E 6 -�, FILLED SOLID (SEE PLAN FOR -_ __ _ _ ° a __j` 6 x 6 W1.4 x W1.4 cv SIZE AND REINFORCEMENT) C7 ;III=III ° ° • =III=1 I =III=1' WWF OR FIBERMESH M PAVERS BRICK or SLAB PER p a W w 0 0 = II 1 111 11111I I1 1I I1 z II I '0- =• • °• - - - z z <a ° COMMUNITY SPECS L` to ° - - - " M 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" tUj --■�...--- FOOTING BEYOND ..D •-• (SEE SCHEDULE) JOOOQ� � r �OOOJOQo��J3" MIN. CLEARANCE ION FOOTING WIDTH SEE SCHEDULE TAPERED CO .. U Lo z_o z�z Q alow Is z V) 0 0 4-J L.0 Lh�io0LU U Cr-1 LU N P1 or-, cc 2 _ U O oo " 00 c o T 00 r; N ao U.,� v d N. �."•D.0 N_p N 0 Z W Z z us Nv. W Z = . �, O U) o,� Z- §F N a LL •: ;WW.FDS .COM.. NSE lr/llt111litl° To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com W� za Cl) J �¢B.0 oc � W W L J 33� Q O 9 � O 3 Z �- z 06 Z O a U. = J Lr) ¢� Z 00 "S o J A 0 0 v ,, a Lii LL zZ� Z W •^-II Ln LJJ 0 ti a Z j rl w $WU ~o '�• Z Z � 8 �• � Z Z 0 O oo Lu r� ♦1 � tj SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION NO. 5ol SHEET NO. S3