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I I I I I I I I I I I I I I I I I I I I I — — — — — — — — — — — — — — — — — — — — — J (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 16d TOENAILS T & B FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ..i @ 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 `n PITCH > 4:12 1, ° . (2) LAYERS TYPE I OR TYPE II T A (#15 OR #30) UNDERLAYMENT D FOR UNDERLAYMENT FOR ROOF PITCH 4.12 OR LESS. Tr to REQUIREMENTS SEE R905. PRE ENGINEERED WOOD �TL AfM TRUSS @ 24" O.C. U.N.O. _ 12 HURRICANE ANCHOR @ EACH - NP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ Z 8= - — �- METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULA riON LE SHINGLE ROOF 7/16" O.S.B. MIN, SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SN1 ELEV. VARIES FOR ADDITIONAL SLAB — INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12 0 2x SUB FASCIA 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — GARAGE W/A HABITABLE ROOM w/ (2)16d TOE NAILS @ EACH END s „ „ „ @ (U.N.O.) (OR / GYP. TYPE X ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH / 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE STUD BELOW S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ Xf�1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS L L_ 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 FITS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". — SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS -- 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE __ _ O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2" x 6 W1.4 x W1.4 ° ° ° ° WWF OR FIBERMESH TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END 'SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. �--(1) ROW 2x BLOCKING @ MID HGT, FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 a ° ° ° ° ° ° N—`ELEV. -0'-31/2" Z31/2" MIN. 31/2"MIN.WWF OR FIBERMESH d ° ° d °a° A.F.F. O A, ° d ° 2x4 CONT. ° ° v ° L+ . ° ' — 1/2"(min.)- 4" ° ' — -� 1/2"(min.} 4" ° d ° I la a a a ° ° ° ° a N � 31/2"(min.),- GARAGE 4" ° •'. — — DEPTH VARIES ° e ° (2) #5 CONT. 4„ 1'-4" 8" GARAGE SLAB AT STEP rB TYPICAL BEARING WALL (c� STEP a@ SHEARWALL SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C N• 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SCREWS @ 7" O.C. "EE HEET LOAD BEARING OR PC5' S91GU c 16M_ 1.. rl�ll=�ll� SCALE:3/4"=V-0" \ S3 (1) ROW 2x BLOCKING @ MID HGT. " �,,. ,ri^�n u� Zd.Cl)Ihlhf,IFali • . 31/2" WWF FIBERMESH 6 MIL VAPOR�II=I .�Il" = S BARRIER r GRADE COMP. SOIL.'.► -(COMPACTED ■■ �.. TO • -MODIFIED PROCTOR1piga 11=ASTM 11�11�11= • II. .. • . D1557) :=111�11�111=11= ill CONT. ON CHAIRS •1 HOOK `i U.N.O. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL 8 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND o PAVERS / DRIVEWAY CONCRETE SLAB 14' c PAVERS O.H.D. RECESS • Z ;. •.. . RE 411 SEE A/S3 OR J/S6 FOR REINF. INFO. _ 3" MIN. CLEARANCE 00 N 1' " (1 STOR ) / T-8" (1 STORY w/ DEPRESSED SLAB OPT.) N 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13 TO.H.D. RECESS •E Fit ' M :'. 4" °P SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) RY) GARAGE DOOR SLAB RECESS rT� 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 00-0" ° J CONT. BEAD SEALAf a 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 °d ° C M 6MILVAPOR = i' = 7 BARRIER �i i e SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH FR NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.)T� I M AT 24" O.C. MAX. FOR TRUSS CONNECTION INFO ` ° SEE PLAN FOR _ TOP OF BEAM - &LAYOUT DESIGN SEE ROOF PLAN OF c ° e a (2) HTS20 FOR STRUCTURAL 4 BEAM SIZE & N ' � q r CONNECTION INFO ° J' 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w a SCHEDULE CC SEE TYP. WALL SECTION FOR ADDITIONAL j 6x6 P.T. #2 SYP SLAB INFORMATION o J W ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 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" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. � _ TO FOUNDATION PAD ,� INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL j j MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT M wl MIN. (2) #5 VERTICALS oo ? R Q ° E FILLED SOLID (SEE PLAN FOR _ _ _ _ ° _ a _ _ 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c� � III-1 ° °• =III=III =III=1' WWF OR FIBERMESH Z H w I—III=1 —III=1 I=1 I= -I I w BRICK PAVERS or SLAB PER LU 80 = -III=1 ! • °• —_ = z_ ° ° 0'-0" FIN. FLR. COMMUNITY SPECS w ( -- 4 _— _ — -- `' I—= —III—I 1=I I I=1Ti=1 i I 111i=1 i t III III —III --I i 1=1 1=1 I 1=1 L_ III— FOOTING II — II=III �1111= II,; ,II -III III—' BEYOND III III —I a ...• . , • PAD REINFORCEMENT iI111iiIII Illl 3" MIN. CLEARANCE v••y • SEEFOUNDATION (SEE SCHEDULE) FOOTING WIDTH 4" 4" ... ► . •. CONC. PAD INFO. SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 314"=1'-0" SCALE: 314"• 1'-0' S3 SCALE: N.T.S. S3 CD V zg z z a Ln C w C� o •V — OW 0 c �In I--- LU M O U ¢ ` .00 Sri < o • / N_ O Zo C N 1• LL tu N r �jEll us �ZO47 LLp,af'r'�r,�pj�j FL1R1!• •PTJ '0�OFE�S10 �\q /I"I1ilif t({, k k I i� k 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 - Resldentlal 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 za U) a 0Wz 0 021 _ Q 0 o N 0 Q 0J 1 . L W aGG Q Z Lii N W W W�i W6j15 Lij V' Z 8 00 00 z Z g L 0 =UjSCALE : AS NOTED DATE : 6/20/2018 TECH: MJAMES VERSION NO• 4.1 SHEET NO. S3 (MONO)