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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES !!!Lq� I 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. HORIZONTALJ NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#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 %12'N.O. 2x SUB FASCIA �-SEE SOFFIT SHEET 8"x8"X1 6" KNOCK -OUT BLOCK W/ 1 #5 CONT, FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S" MORTAR _--.--ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.--/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3114" BASEBOARD PORT AT EACH :7SDLAB FILLED CELL TYPICAL 01 P MIN. 2500 PSI CONC AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 /—NOTE:EXTEND LO W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE M C 00 OP 6 MIL VAPOR z BARRIER /�7 COMP. SOIL. (COMPACTED TO 95% �35 MODIFIED PROCTOR 1*0 �2 ASTM D1557) LO 3" MIN, CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 14"1 V-4- STD. 90 NOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4"= V-0" � �3 Q, I 03io 2x#2SPFSTUDS - @16'0.C.W/(2) 16d TOENAILS T & B 2x P.T. PLATE----\ (2) #5 CONT. ON W CHAIRS (TYP.) R R, I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :5 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-15". 1/2- GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE -E 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH Cn A 1 8" 1 - I w - L'9-- TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT KGG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" FOR ADDITIONAL SLAB INFORMATION. -WAr- 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) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ E B N L P G E T E R 'X 0 0 M 8"x8"x1 6" NOMINAL BLOCK WITH TOP PLATE (10) 1 Od 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 "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 5/8" x 10""J" BOLT@ 24"O.C. AW/ ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS Tx3/16" PLATE WASHER (TYP.) WALLHGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-13". (ALT: 1/2"xl 2" TITEN H D @ 24" @ 3rd PTS FOR WALL HGT. > V-15". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) "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) 1 Od NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 1 Od NAILS 2"ox3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12" TITEN HD @ 24* O.C. x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT Cl) P.T. BOTTOM PLATE ONLY' THE "I S )N AND ELEV. 0'-0" OIL OR 5/8"x10'WEDGE ANCHOR @ 24- INCLUDE THE WALL L NOT / .11 - "I A.F.F. O.C.) 2" P x 6 W1.4 x W1.4 ATTACHMENTS 6 1.4 / T211\ \/6x6Wl.4xW Z� WWIF OR FIBERMESH WWIF OR FIBERMESH 31/2"MIN. 31/2" MIN. 4 1/2H L 4 41 4 4 4 X�_ ELEV. 4-3 AfN 1 4 Z 4 4 4 4 1 4 'F I A 4 2x4 CONT7-/ A.F.F. 0 U- a 2� 31/2"(min.) 4r" 1/9"(min 4" 4 1 C14 ;0 00 r3l '12 ft �;i n- - 4" 31/2" min.). GARAGE DEPTH VARIES FP 4 -P 4 (2) #5 NT. (2) #5 CONT. 4" 1'4' 8" 41' 1-4 U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP -rB�� TYPICAL BEARING WALL STEP @ SHEARWALL rc-�� TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=V-0" � S3 ) "SHEAR WALL" SCALE: 3/4"=V-0" � S3 ) SCALE: 3/4"=V-0" � S3 /-2x S.P.F .......... S 16"O.C. 2x STUD LOADBEARINGOR EXTERIOR WALL 8"C.M.U. 1"x P.T. STUD SEE CC/S3 OR #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. '0 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON 3N @ 24" O.C. VERT. OR WALL SEE GG/S3) 1 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4"TAPCONS *SIMPSON SPI SPACED EVENLY w/ (10) 1 Od NAILS P.T. PLATE TYP. ,,--2x FINISHED �ASSUMED GRADE MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY ;0 t> NOTE: t> *FOR BEARING WALL CN W/ UPLIFT ONLY - Fil FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" � �3 SLAB INFORMATION. �11111A,j x6i M14 a 1:1:11 IWA IW"H 0 =11 H I MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=1'-0" � S3 CL OPT: DEPRESS SLAB 5 Y2" E �2 DEEP AND 6' BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND E PAVERS I DRIVEWAY EXPANSION JOINT 0 CONCRETE SLAB 14" 13" O.H.D. PAVERS-\ RECESS 4t 2� — — C:QQ O.H.D. RECES -;P�m 4" op 4:, LrT=. A' rl- 4 4a L ca SEE A/S3 OR J/S6 SEE A/S3 OR J/S6 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) Vff' (2 STOR ) V-8- (2 STC RY) GARAGE DOOR SLAB RECESS rjT� GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. �3 ADDITIONAL INFORMATION. X D SSOYIII�- i 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 05�1r, 101 NAILED W/ 8d COMMON NAILS @ 4' O/C BOUNDARIES, 6" OIC EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS@ 16" O/C INSULATION PER FBC AND ENERGY ISO FORM SUBMITTED WITH PERMIT NOTE: (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ 5/8" x 10""J" BOLT @ 24" O/C W/ 2"*X 3/16" 3RD LAYER 1/8"THICK. @ K.O. BLOCK (10) 10d NAILS PLATE WASHER TYPICAL SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE-----\ MIN. 2500 PSI CONCRETE SLAB W/ ,D 20- MIN. LAP [24- MIN. LAP] #5 REINFORCING BAR #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40�ksii #3 & #4 LAP SPLICE 1 FINISH GRADE 5- Fy_ 60 [GRADE 60 MIN. Fy= 60ksq 25" MIN. LAP [30- MIN. LAP] 4T, AL FARRIER s� 047 44t tt #5 REINFORCING BAR F I IM-0 1151-T! I I 1101 Is SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAN INTERIOR 4 --j -31/211 E C-4 CONCRETE NAILS W 11/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE .0 7 Cn 6 MIL VAPOR BARRIER 14" 14- INTERIOR WALL SLAB STEP NON-BRG. SCALE: 314"=V-0" 36' MIN. LAP [36- MIN. LAP] '-#6 REINFORCING BAR #5 STD. 90 HOOK E� #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. ��3 -2X STUDS @ 24' O.C. U.N.O. GARAGE �!-1/2" GYPSUM WALLBOARD U - N - 0 W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6 x 6 W1.4 x W1.4 E'� WWF OR FIBERMESH I �m K S3 EE PLAN FRAME -DOWN FALSE BEAM w/ (3) 1 Od NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR x TOP OF BEAM IV (2) HTS20 fn I zQ Lu > co SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0'-0" FIN. FLR./Ik (2) #5 CONT.-T ----I I.Wa ONT'CHAIRS1 8. 11-4" (TYP-) - (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. 15 V-13". (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 6 x 6 W14 x W1.4 WWF OR FIBERMESH 811 11. #---- 11; 4-4 H TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" 11/2" RECESS FOR 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) I MESH Q s I FOR TRUSS I M1 CONNECTION INFO A 4 & LAYOUT DESIGN S EE ROOF PLAN A q A FOR STRUCTURAL BEAM SIZE & Als- CONNECTION INFO M A - 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 811 ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL - 6x6 P.T. #2 SYP SLAB INFORMATION. - ABU66 SLAB STEP & RECESS (@ S.G.D. SCALE: 3/4"=1'-0" �3 - SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3"TAPCONS AT 8" MASONRY WALL AND O.C. PAD FOOTING -TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD Es SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. VARIES PER PLAN -SIZE w/ MIN. (2) #5 VERTICALS 9 2 GRADE ---A ".] 4 FILLED SOLID (SEE PLAN FOR 17117 4 SIZE AND REINFORCEMENT) LU 0 4 LU LU LU 0 - BRICK PAVERS or SLAB PER W CA) LU 00 z 111 M COMMUNITY SPECS U- L) JEJ 14 4 I 1EEI I I- A 0 9X4161 III-] LTA 10 1 a =0 I I g FOOTING BEYOND PAD REINFORCEMENT-) CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL I( �N SCALE: N.T.S. � S3 < arm"& (n V) 0 C LU 0 LLJ Lh L'�—' E C) L.Lj 04 PC" - U. < Al I BID. N-C-B-D-C 'IV RE! ci z Lu LU .< n I z0j.94< j 'AD, < LLZ au www'49AG S E % < C F LO 4> "OFESSIO"' To the best of the Engineses knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Flodda Building Code - Residential 6th Edition. Engineer's signature and sea[ is only for the structural engineering portions of the drawing pages beahng Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com uj C/) Z -0� Q 0 z -0 06 0 0 F- V) C%4 C) LL. '�Rs r- Se r- r*4 0 LL uj < Ln LU r*4 Ln Uj LU < Z z C13 z t LU U1 9 z 0 06 :5 uj SCALE AS NOTED DATE 4/13/2018 TECH: 3MUROSKI VERSION No. 4ol SHEEr NO. S3 (MONO)