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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 INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ T-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8`-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 & ig @ 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 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH "' PITCH > 4:12 P ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.�- E� II I I II • I I- I I -I I PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. ' ~' I I I=1 �I I -I -I II I I-1 - I MI I -I T z/ HURRICANE ANCHOR @ EACH I ICII I' I �I I -11_,lll � II�III�I III III I- 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 JEDGE AILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" N1 ELEV. VARIES FOR ADDITIONAL SLAB `S3 - INFORMATION. LUMINUM DRIP �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 s „ „ 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 X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x1 6" 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. L_JL 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 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-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. > T-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 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"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE `'' ELEV. 0'-0° OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 21, x 6 W1.4 x W1.4 ATTACHMENTS 21" 6 x 6 W1.4 x W1.4 ° ° a WWF OR FIBERMESH V WWF OR FIBERMESH 31/2"MIN. 31/2"MIN. a ° ° ° , ° ° 4 ° ELEV. -0'-31/2" z a ° ° °a 2x4 CONT. ° A.F.F. O _ °-_ ° - _ - 11 1 t 1 1 •. - I IT�I : '31�2 (min.)- 4 - ... ° ° IM ° a a ° LL I,J CD 00 ° a g ° a 4 a a Q N (31/2"(min. -4" l� =m�.LvP '-111 I��II�' 3 v2"(min)-4" =11-11GARAGE DEPTH VARIES II11=11-I I I-1 I 11=� I �' =1 I I I I, -1I.-��T(--III- I =1.L= � I � H ° (2) #5 CONT. 411 ' r t 111-r-1 I 11 8 (2) #5 CONT. 411I�,� ,I I 11 11181, U.N.O. MIN. U.N.O. MIN. STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP CC GARAGE SLAB AT STEP rB TYPICAL BEARING WALL SCALE: 314 -1-0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 12" N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. '-SEE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C 2x STUD \ SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FILLED SOLID W/GROUT = #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR CN LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/1611 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" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE 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 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR *S 10 10d NAILS SPACED EVENLY FIBERMESH #5 REINFORCING X BOLTS 6" a END OF 2'M PLATEFROM ( ) N WEEP SCREED INSTALLED ARCHITECTURAL TYP.LU 2x P.T. PLATE C PER MFR INSTRUCTIONS UJ FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR v N z_ #3 & #4 LAP SPLICE a _III= m 1x2 PT WD FURRING @ 24" O.C. ° GRADE o � ' ° • GRADE 40 MIN. Fy 40ksi ° . C FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a D 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° Z Cl) - - -_ > �' 25" MIN. LAP [30" MIN. LAP] -' I=1 11= _ g �=1 I I ITII I I I I I I= D• CELLS (SEE FOOTING MONO SHOWN D o - LU U.N.O. ° _ _ O° ° ° R 1 7/811 � FOUNDATION PLAN FOR CLARITY ° 6 MIL VAPOR BARRIER , i (II I ° I -I (1=I I L T 11=III-I I=1 I I=1 1= I, I I I � I -I 11=1I11=1I! N Z #5 REINFORCING BAR -III .III=I 9 FOR LOCATIONS) o D °° - I I I -I I I I I=III-III= (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 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 ° D. =1-11-III-III- II III-TWIIIL r 1x4 P.T. BASE NAILER p = =1 = = = 1= ? I 1 I ° II I -I =I 11=1 #5 LAP SPLICE (2) #5 CONT. =1 I I=I I ITI I I I I=III I 4"x4" INSPECTION - NOTE: ° D o I I I -III -I III -III -I =I • I I 11=1T_I� �F 31/4" BASEBOARD PORT AT EACH g III -III =I I= I= N FOR BEARING WALL =III=III=III=III- I T COMP. SOIL. (COMPACTED TO MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL , W/ UPLIFT ONLY =I o g5 /o MODIFIED PROCTOR ASTM I= I=III=�=I L� I I=III-III IT (; Ir I1 M AT GARAGE CONTRACTOR I- =III=III-I -III III -I I =I -) I-) I I- � ,III D1557) , rI r1 �I MIN PSI MAY VARY PER TO CUT BLOCK OR POUR - lII I LI- I I- I I -III -III III -I I iI - I III-1 4 i -4 MUNICIPALITY. CURB DUE TO SLOPE -III=� llil I II i II �l I -I =1 III I 11 CONCRETE SLAB W/ 6X6 W a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION K"D� TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. SLAB INFORMATION. M -II I 6x6W1.4xW1.4 ° � 31/2" WWF OR FIBERMESH 6 MIL VAPOR -_ �. z �- min.) 4" 8 BARRIER > .f C 4 N a' d 'v GRADE a J COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR co ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'.4'1 STD. 90 HOOK (SEE U.N.O. DETAIL) = TYPICAL WALL SECTION rA 0 0 SCALE: 3/4" =1'-0" S3 FV- Q N E OPT: DEPRESS SLAB 5 /" ~ DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND = PAVERS / DRIVEWAY CONCRETE SLAB 14" g PAVERS O.H.D. RECESS z M I r 12 11 's TI-•�I �•a' •,�'.: ' III CL 02 FOR REINFSEE A/S3 . RIN 0 I II I I I I I 1 1 I I� t3ll"MIN. CLEARANCE 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 0 1 ` " (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. .4 -(1) #5 REBAR w/ OPT. ' -I I 111=Ti- I I I I -If I1=SCREEN ENCLOSURE TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E CV ' M Cl) - I �LFr--I I '• '• T� I � I'' - It 00 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 20) HOLD GYP. BD. 1/2" FROM SLAB 0 J CONT. BEAD SEALANT 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 SLAB C BARRIER - I I I1 L11 '=111=11-11-I 11=1 411 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" V-4" 8" 10" (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN VARIES 1 112" RECESS FOR 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 N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS C')AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO; & LAYOUT DESIGN ° a •. + - - TOP OF BEAM I-I�-I HTS20 SEE ROOF PLAN FOR STRUCTURAL co - -° . _ ° ° I I- (2) BEAM SIZE & CONNECTION INFO �4 7I III 2x4 P.T. 2x4 #2 SYP P.T. FRAMING wJ SEE A/S3/J/S6 -I II I TI II PLATE n,s I MIN 7/16" O.S.B. SHEATHING"- 8" O.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE COLUMN LOCATION Q > SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP > w SLAB INFORMATION. w ABU66 SLAB STEP & RECESS S.G.D.Kom� to SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1 /4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING 1/2"GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT r ° 6 x 6 W1.4 x W1.4 N '- WWF OR FIBERMESH M FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2)#5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 8" MASONRY WALL CONT. FOOTING STEEL .. EXTEND FILL CELLS E TO FOUNDATION PAD MAT REINFORCING. M oo z- c7 Z w o o a_ Ujw cn p o = GRAD a = = = a a _ ;III I a °• �=III=1 11= I' 1 I - _ - I III- -I ! w �II_III III=I�1=1�1 Z =1 • « • °• - - - z a ° ° S • LU MMUNITY SPECS • • • D rririi riri " i 'rririririririririri •' 3" MIN. CLEARANCE (SEE SCHEDULE) SEE FOUNDATION \ \ \ • - - \r\r\r\ • •INFO. TAPERED J� 0 v zo z z �t 0 C: C w �U - 0 111 �C3 U o m W ® E ~-8 mM M f12 -m0 CM,Q1 O 0 N w LL oo U r" m Na oo a) -a- O Al1 B De N. 5DC � N .w O M W v SM , Z W z U) oW 3 0 � �� 2. �1t��ca UM wo Odor ` •.4 wwX E,zlS€ 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 seat. R 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com �Z o: o EF W< x J &80 Q zW� W WZ �gWW a g " ? �� R /'�\ F o CLJ u.. Q z z Ya z Z Qo N Z � O i v O a U = ~ C) �W O�O U O Z 4 0 L.L g�o� WW<;� uj Foe8 Q �. $oxo Z Z ,-I i� g, tj J r-i w Z LLJ z a Z ,8 a gam �S � O in 00 Z 0- = w ° T-4 V o SCALE : AS NOTED DATE : 10/2/2018 TECH: MJAMES VERSION No' 4n0 SHEET NO. S3