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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 `(TYP') VARIES / INS 5/8" OR 1/2" HIGHS 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 I INSULATION PER CHART ON FLOOR / PLAN ___// 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE 11 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT, s 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 3 1/4"TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE CV (1) LAYER TYPE II (#30) 11 #5 CUNT. ON 3 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 o e (2) LAYERS TYPE I OR TYPE II d . (#15 OR #30) UNDERLAYMENT - r . D ° ° — Q FOR ROOF PITCH 4:12 OR LESS. e PRE ENGINEERED WOOD „ TRUSS @ 24" O.C. U.N.O. _ HURRICANE ANCHOR @ EACH — TRUSS (SEE UPLIFT SCHED.) W/ 8" 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 SCALE: 3/4"1 SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 — INFORMATION. ALUMINUM DRIP EDGE 8"x8'i6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES a❑ GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 12" N.O. 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 X `—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) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)1Old 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 70/16" PLATE WASHER (TYP.) WALL HGT. < V-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 IMPSON 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"00/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5l8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 211 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH �z 31/2" MIN. �31/2" MIN. ELEV. 4-31/2" I A.F.F. O e CDe e r31/2"(min.)- 4" > e e N -rr a •• I ,-r. a ��. •. 31/2"(min. -4" — r3l/2"(min.)-4" - 1 Ij (2) #5 CONT. 4„ 1'-4" ' ' 8" (2) #5 CONT. 4" I A 1 g"� iTr -Yj U.N.O. MIN. U.N.O. MIN. 1 /2"(min.)- 4" TYPICAL BEARING WALL @ STEP C@ SHEARWALL f C TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE: 3/1 S3 SCALE: 3/4"=1'-01, S3 Cam"' �01( ?CP. EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY M s \ �N� �c �"�� EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1111 P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR C141 LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR 518"° x 10"'i BOLT 24" O/C W/ 2"°X 3/16" °� METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL �8" C.M.U. TYPICAL BOLT INFO. 5/8"x6"'1 BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD /— *SIMPSON SP1 iED 1/4"EVE TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING w/ (10)10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ARCHITECTURAL FINISH TYP. �- ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C.J GRADE �;, p ° • _ z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=4oksi 1 #5 VERT. IN FILL z_ M FINISH GRADE [GRADE 60 MIN. Fy= 60ksi] () MONO OR STEMWALL 1/2" GYPSUM WALLBOARD ° �• . 25" MIN. LAP [30"MIN. LAP] CELLS (SEE FOOTING MONO SHOWN r FOUNDATION PLAN FOR CLARITY D � D _ _ °O 6 MIL VAPOR BARRIER I C ;_ e � R 17/8" x U.N.O. FOR LOCATIONS) I=III=III=III I= I=i - z #5 REINFORCING BAR —� 8 1x4 P.T. BASE NAILER D ° ° D III=1 I I=1 I I -I I I -I I I -I I E ? ° ' - M #R I AP RPI Ir F: 4"x4" INSPECTION I=III=III= I I—III=11I M ..0—MR NOTE: _ _ 31/4" BASEBOARD PORT AT EACH g ° III=III—III=III=III—III- �t COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL FOR BEARING WALL I -I I (=III=I I=1 I I=III T o W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ _ — — — 95 k MODIFIED PROCTOR ASTM 1, MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ _ —_ — I I co AT GARAGE CONTRACTOR I I I=1 1=1 11=1 11=1 11=1 11=1 1=1 1=1 1=1 11=1 11=1 1=1 11=1 11=1 D1557) MIN PSI MAY VARY PER cn -III-1 I I-III=1 I=1 -I 11=1 11=1 11=1 1=1 1=1 1=1 3 11=1 1=III-'' 4" 1'-4" TO CUT BLOCK OR POUR I I-) 11=1(I—III=III=III=1 I I=III-� I I=III= (I 0o MUNICIPALITY. CURB DUE TO SLOPE —" ——"—"'-- CONCRETE SLABW/6X6 _a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING m W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" III, SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE SLAB INFORMATION, Cv 1 u ee v` = Z_ I 6x6W1.4xW1.4 > 31/2"" WWF OR FIBERMESH 6 MIL VAP0OR ► — .- z min.) 4 L0 ,� BARRIER C 9 COMP. SOIL. oo — (COMPACTED TO 95% — — MODIFIED PROCTOR 0o ASTM D1557) 3" MIN. CLR. z (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) = TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 o OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND E DOOR TO RECEIVE i PAVERS / DRIVEWAY o CONCRETE SLAB —\ 1 �jal �,II ' I�. �. BLOCK WALL BEYOND O.H.D. RECESS z "MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 0%) GRADE (1) #5 REBAR w/ OPT. SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT _ N M SEE A/S3 OR J/S6 FOR REIII INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. lo 1/2" FROM SLAB CONT. BEAD SEALj* a INTERIOR °� ° -3 1/2" a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE 11-11 1=7 N 1 1=1 11= M 6 MIL VAPOR BARRIER —2X STUDS @ 24" O.C. U.N.O. GARAGE Zzz__1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4t WWF OR FIBERMESH 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0" Isli NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE :J:,-�' w U — �.. eCL . w it G e 10" 4 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF 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 PLAN cx (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING W SCHEDULE Cc a w 6x6 P.T. #2 SYP �w SEE DETAIL 16/D1 FOR Lu ABU66 SECURE 2x4 P.T. BTM. PLATE w/ 1l4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN = w/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./Ik COMMUNITY SPECS (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 dery Ihll�ll�ll ` - �IIi�11�1I�11 (2) #5 CONT. =1 I ON 3" CHAIRS 811 11 1411 8" (TYP.) TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR �A 6 x 6 W1.4 x W1.4 , I I F OR FIBERMESH N_ I M v� � � ��•� � ��•� v� OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �— SLAB STEP & RECESS 0) S.G.D. ( M SCALE:3/4"=V-0" \ S3 MASONRY WALL AND --- PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' co GRAD _ a ° M d LLI I11=11I Z=LUI—i i t=1 —III—III=III=1 l w 0 0= I I I I I a• 1=1 11=1 I; C Z LL ° _ ° ' l l=1 =1 I I=1 I I=' 11=III I I=III=1 I I-=; FOOTING -� =III I I I=1 I I-III=1 I -I 11=1 1=1 I_ U I, ; I� i II ITi ill l l l ,l l -III-III-' BEYOND PAD REINFORCEMENT-)3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 (D V z_o z� z a z t� C9 Cl 'y 4--J W t) •U — O W v F U mN W 1— P M C 0- M N _ U =LLB 0 r N N FS � � N Q) 0 ZZ La 0. LU Z t� out CP �.Ex o UA 1"?OFESS Ftilttt To the best of the Engineers knowledge, informatton and bew the structural plans and spedtications 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. L E N NAR 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampaxom W za VJ Ua � �AISU Z �Z. g N Q >o Z W O U = �.� Li Q f W o z L.ri 0 09a: Ci Z Z f Uj 2: a Zg to Z co Z g U uj ° ,� o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAMES VERSION N0. 10 SHEET NO. S3 (MONO)