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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 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 INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 1 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <- 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 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 & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CUNT. ON 3 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT _� 1I % FOR ROOF PITCH 4:12 OR LESS. r I o • I — — I 1 , PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH - TRUSS (SEE UPLIFT SCHED.) W/ 8„ `1 I I I METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT KGG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIESAk FOR ADDITIONAL SLAB S3 INFORMATION. ALUMINUM DRIP EDGE 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'4" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OIL OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2" a ° ° ° a ° ELEV. 4-3 1/2" a ° ° ° , ° ° ° 2x4 CONT. ° ° ° A.F.F. LL e .00 TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH � -TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X„ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 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. (12)10d NAILS U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.JAND 1) ROW 2x BLOCKING @MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TWALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd FITS FOR WALL HGT. > 8'-6". -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATIO 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILx P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1,4 ATTACHMENTS 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH �3 1/2" M 1/2"(min.) 31/2"(min.) 31/2"(m n.) - 4" ° • I I I I GARAGE DEPTH VARIES ° 4 ° 1 g ° ° ° �— � I �I I I—IT1--J I_ GARAGE SLAB AT STEP SCALE: 3/4"=V-0" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. (2) #5 CONT. 4„ "— 1, ;,' "' ' r 8„ (2) #5 CONT. 4„ ' I' -44 ' �8„ U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL (@ STEP na SHEARWALL C TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE:3/4"=V-0" SCALE:3/4"=V-0" ecs `SEE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / \ 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x 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 C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER 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 8" C.M.U. TYPICAL � BOLT INFO. 5/8"x6" 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 (6) 1/4"x3 1/4" 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 ( _ `„ T 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR —� ARCHITECTURAL FINISH TYP. ASSUMED FINISHED c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C.—/ ' ' GRADE ° #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ks1 *- oo [GRADE 60 MIN. F = 60ksi (1) #5 VERT. IN FILL MONO OR STEMWALL ? M — ° °. FINISH GRADE 25" MIN. LAP [30" MIN. LAP] y ] 1/2" GYPSUM WALLBOARD CELLS SEE ° ° U.N.O. ( FOOTING MONO SHOWN p 1> °e D oo — — r ;0 FOUNDATION PLAN FOR CLARITY ° _ _ _ 6 MIL VAPOR BARRIER —I I I P e ° I I — r R 1 7/8" M FOR LOCATIONS) ° p D ° = =III=III=III=III=i I I #5 REINFORCING BAR —� a 1x4 P.T. BASE NAILER ° ° III=III= 1-11 I=1 11— — c1 4 x4 INSPECTION M I 1=1 11=1 I F1 I F1 11=1 I� I • e I I I T #ri I AP SPI IC'F '� NOTE: o 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL g III=III=III III III= T COMP. SOIL. (COMPACTED TO ° T- _ —_ I-III-111-III-1 � I -I � 1- �I� FILLED CELL TYPICAL _ _ _ — — — 95%MODIFIED PROCTOR ASTM l! 1— I —I ffit —f .111 I' W/ UPLIFT ONLY — — — — , o MIN. 2500 PSI CONC. SLAB �,, AT GARAGE CONTRACTOR III=i = I= = I =III=III=III—III=III=III=III=III= = = D1557) I� , l—_I, �, I I,,,I L, I. 1. CID MIN PSI MAY VARY PER cn =1 _III—III-1 = —III=III—III—III-1 I =-1 = =I 1— 4 1-4 4- — TO CUT BLOCK OR POUR —' MUNICIPALITY. i—III= L=III= —III=III=III= I --III= o> 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 W1.4XW1.4 WWF OR a „ DECO FINISH 4" to 6" „_ ,_ _ �_ FIBERMESH" SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4 0„ S3 SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4��0„ iv e° BELOW GRADE - Z00 SLAB INFORMATION. 6x6W1.4xW1.4 M ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR _ ° _ = z r min.) 4" M o BARRIER ; p 4 — D• • — A a a 'v GRADE J COMP. SOIL. ° - • _ _ — — — — o (COMPACTED TO 95% — — _ I r=l — — ` (1) #5 tREBAR w/ OPT. MODIFIED PROCTOR ASTM D1557) — Vi EENENCLOSURE 3" MIN. CLR. - (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 14(1 STORY) STD. 90 HOOK (SEE 4 MIN. U.N.O. 4" V-8" (2 STORY) DETAIL) i = TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" S3 C, a o OPT: DEPRESS SLAB 5Y2" '' DEEP AND 6" BEYOND E DOOR TO RECEIVE = PAVERS / DRIVEWAY CONCRETE 1 \ PAVERS---\ \ �l 1�11 SEE A/S3 OR J/S6 --`-I I 11 1, BLOCK WALL BEYOND O.H.D. RECESS z Ib ao FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (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. EXPANSION JOINT 1 SEE A/S3 OR J/S6---- -I I — I , , I FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS I_ r SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0 oll J CONT. BEAD SEALM a ° a ° INTERIOR ° a -31 /2" � CONCRETE NAILS W 1 1/2' j EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB. a° 0 Cl) 6 MIL VAPOR BARRIER .' •-ftwe1 A 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 � D U a �L—ILI=I L U) I 11 Irf— REBAR DETAILS F SCALE: N,T.S, S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR . „ &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN Oi (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE 7/16„ O.S.B. COLUMN LOCATION - I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE Q J 6x6 P.T. #2 SYP �w LU ABU66 —2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 AT 8" O.C. zz�—1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT E 6 x 6 W1.4 x W1.4 N M w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) WWF OR FIBERMESH r, ° BRICK PAVERS or SLAB PER ° / COMMUNITY SPECS 4r'4"' INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 0-0 FIN. FLR. ° SEE FOUNDATION CONC. PAD INFO, TAPERED COLUMN FRAMING rCD'12 SCALE: 3/4' = 1'-0" CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 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 r ° 111 I II-III-`M' � (2) #5 CONT. =1 I ICI � I-9— I I ILL, , I ON 3" CHAIRS (TYP.) 8" 1 8„ TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR �jVAR�IE j 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) I r WWF OR FIBERMESH T I I M SEE A/S3/J/S6 —/ 1 8" FOR REINF. INFO. OPTION #1 1 J SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �- SLAB STEP & RECESS (@ S.G.D. M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ e� CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 RAD a ° a c�L.U;III—III a a. I —III —III —III —I z w o =1 I —I III=1 I —III —III w o w U) w III=1 -1 TH -1 z -1 =1 f l-1-1=1 =1 I=1 w =1 III�1 I—III=1—III III=1—III— ' FooTING BEYOND PAD REINFORCEMENT-)-1=1 1=i —' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 _ •-W W UI "' Z M — o z� a u, z cn U u, 4--) LLJ �V — 0 w �N C� U °I- CON w P — 8 C f0 CMM 'NCO co0 _. J--u 00 U �� 500 Sao <C rnz. d B D• Nt'9DC Z N N �M�z �' W z UZM IZ ED W zo �O o�� m Z E�'� V WWW. DSE OM L7 r -` :�s Off' • _ 45 .ti 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 o rr W I� V J LU 2 O U Z w�� Ld �4z ILLI + LL N J Q� zz U x z C �� o 2 0 o a J W g f U = < wg 000 J U0�a O< -C LL z z� ��° Z z ,� 1 � J L1.1 aWu. tj z e Q U Qua.IO U,QZ C)QW z RZS m Z W = QU, ,•� a V) o SCALE : AS NOTED DATE : 7/31 /2018 TECH: M)AMES VERSION NO. 4nO SHEET NO. S3