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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 —J CHART ON FLOOR / PLAN �// 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL i -VA---�- I Il II II II 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF „ TRUSS BOTTOM CHORD OR 2x4 #2 SPF I BLOCKING () 5/8 OR 1/2 HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ @ 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) GARAGE .) (OR /' GYP. TYPE "X @ EACH END (WHEN PARALLEL) ( ABOVE GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT 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)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (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) ROW 2x BLOCKING @MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 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 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < V-6". (2) ROWS 2x BLOCKING L INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z 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 APPLICABLE. �I 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .� SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2 #5 CONT. ON 3" N 2"°x3/16"PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) () 6 x 6 W1.4 x W1.4 REINFORCEMENT AND WILL NOT CHAIRS TYP. M °0 ELEV. Y-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF ( ) WWF OR FIBERMESH h OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH > 4:12 0 ° A.F.F.11 O.C.) 2° x 6 W1.4 x W1.4 ATTACHMENTS 211 6 x 6 W1.4 x W1.4 (2) LAYERS TYPE I OR TYPE II ° ° a WWF OR FIBERMESH \ WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT - I I I = I H n a ° ' I I=I �L �� a ° 31/2"MIN. 31/2" MIN. I FOR ROOF PITCH 4:12 OR LESS. I-) I I- I I=I I I III=) ��I-' a a ° a a ° ° 4 ELEV. -0'-31/2" Z � ' —�I1=III—I I1=1 DTI=I I� a A.F.F. o _ m_ PRE ENGINEERED WOOD I -I LILI I I ° - I ° a 2x4 CONT. I „ b' i „ „ I I _ ° a ° a 1/2"(min.)- 4 ° I IET1 31/2 (min.)- 4I—I I I ° _ ° ' _A11T _I - ° ' / _TRUSS @ 24° O.C. U.N.O. g ° _ — ° --WIT =I 1 I- 00—m-r�l=rTi= a __ — —L� HURRICANE ANCHOR EACH I I • I' ° a `" 31/2"(min. - 4" I I� I •' —IIIIII—III- 31/2"(min.) - 4" =I �i I —I I II- @ - ! I, I C� I� I I II II) GARAGE DEPTH VARIES TRUSS (SEE UPLIFT scHED.) w/ 811 �! — g>r -I I=III I I I=I I I-ZI 1=I I I I I I —1 J=1 I I—III=,�1 I II METAL Pt. UNDER EA. TRUSS a ° ° a g ° ' =I =) I I —III —I I=III-' (2) #5 CONT. III-111-� rr-I 11- (2) #5 CONT. 4„ 1 I I -I li,�,l I -I I 1, 8„ MOISTURE BARRIER TYPICAL INTERIOR BEARING 4 1 8 U.N.O. MIN. SHINGLE ROOF U.N.O. MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLK**'C� TYPICAL BEARING WALL @STEPrcC NAILING SCHEDULE ON SHT. „- , „ '- ' ' SN1 SEE TYP. WALL SECTION SCALE: 3/4 -1 0 S3 SCALE: 3/4 -1 0 S3 SHEAR WALL SCALE: 3/4 -1'-0' S3 SCALE: 3/4'-1-0' S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. ALUMINUM DRIP cCN' NN�CJ�4� EDGE �Eps�cJR ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs' c 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. M EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C INSULATION PER FBC AND ENERGY 10 M�N� Jozs \r cCNv EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ NOTE: 8"&'X16" KNOCK -OUT 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 G/S3 FOR ANCHOR CN LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/5/8" x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS �8" (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL Zx P.T. PLATE TYPE'IS" 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 X SPACE ANCHOR /- *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 BOLTS 6" MAX FROM w/ (10)10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR a END OF 2 " PLATE ARCHITECTURAL TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS o o FINISH ASSUMED FINISHED E #3 OR #4 REINFORCING BAR o 1x2 PT WD FURRING @ 24" O.C.-� ' GRADE �., e ' ' " ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi =1 a T ° FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksij a m p . „ (1) #5 VERT. IN FILL MONO OR STEMWALL ? — -0 25"MIN. LAP [30"MIN. LAP] g III=11 �1 o z, 1/2 GYPSUM WALLBOARD ° CELLS (SEE FOOTING MONO SHOWN o JI'-1I-I I - "' x U.N.O. P p 00 R, ° 00 LU , 00 FOUNDATION PLAN FOR CLARITY ° _ _ _ _ _ 6 MIL VAPOR BARRIER i I I I ° 11 f I -I I� - R 1 7/8" `U o FOR LOCATIONS) #5 REINFORCING BAR I I •III=I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 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 r a —III-� 1=I I I III III=1-, AA =' 1x4 P.T. BASE NAILER b ° III=III=III=III= I=III= Z I I I 111=1TT III —III- T (2) #5 CON #5 LAP SPLICE 11=1 I I, , , I 4"x4" INSPECTION o° 1=III=III=III=III-III=1 I I I I I I I II I II -I I II I II LI I' ON 3"CHAIRS NOTE: • - - = - 31/4" BASEBOARD PORT AT EACH g ° ° D III=III=III=III= =I = Cal _ o ° - --11 J = 36" MIN. LAP [36" MIN. LAP] g" 1'1}^ g" *FOR BEARING WALL =) I=III=III=III= I I T C /o MODIFIP. ED (COMPACTEDD PROCTOR ASTOM �I I I = _) I=I i= I =1 (-L-1 10^ (TYP.) FILLED CELL TYPICAL _ _ _ o I I- W/ UPLIFT ONLY _ MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR III=III=III=III= =) I= =III=III= = =III=I I I= i ==III D1557) -ll I II I� r�l I� r 111 rL I-t #6 REINFORCING MIN PSI MAY VARY PER cn =1 I I=III=) = =III= =III-III-III=III= -III-1 4" 1'-4" FOR NG BAR #5 STD. 90 HOOK co MUNICIPALITY. TO CUT BLOCK OR POUR "-I I-i _-i i II II it i i -1 - i= I �- ,. #s LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR = SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 r- E SLAB INFORMATION. Cr T ° t. 6x6W1.4xW1.4 ° °� - 31/2" WWF OR FIBERMESH 6 MIL VAPOR > f �� _— = z min.) 4" coBARRIER — D: p • 4 N ° a' GRADE COMP. SOIL. ° O0 _ lit— — (COMPACTED TO 95% —_� I I — — =(1) #51REBAR w/ OPT. — — — MODIFIED PROCTOR T- EN NCLOSURE I I I LI= 11= -1I I -I I-� , E I 0o ASTM D1557) I I i P=I I - I I I I III—_T I �-1 I I- 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'4' STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) S TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L � = SCALE: 3/4" 1'-0" S3 SCALE:3/4"=1'-0" S3 Q N o OPT: DEPRESS SLAB 5 %" '- DEEP AND 6" BEYOND �-- •lr—r- E DOOR TO RECEIVE BLOCK WALL BEYOND = PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS z M � E2 +• U _ •'TIT 4- - „ ZI O0 �111III�� a•^ —II 1 I l SEE A/S3 OR J/S6 111 1` l �r 0o FOR REINF. INFO. 3" MIN. CLEARANCE CDI N V ' (1 STOR)') / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' ' (2 STOR)) GARAGE DOOR SLAB RECESS �. LU SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 Y ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS d CV ' M }— a N I J M —I I I —I I = .. - .I_ ., a .. � a � _III —I I �• 1— II�I�I.c� a C I I F SEE A/S3 OR J/S6 I �'�I I I I III-1- FOR I1 1 III REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAP Q INTERIOR a -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB a 00 er n N I1=1 1=t>k1-__ M 6 MIL VAPOR - - i'- BARRIER REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" 13 VARIES° SEE PLAN 1 1/2" RECESS FOR FRAME -DOWN FALSE BEAM w/ 3 () SEE ROOF PLAN_ WWF .F OR FIBERMESH N S.G.D.(U.N.O.) 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL 00 r _ - - - _° A ram _ I III T I II BEAM SIZE & � nl T I I I= a CONNECTION INFO M Q I r1 111_ PLATE I 2x4 #2 SYP P.T. FRAMING w/ = i I I ,I I �I -II , i I' ins° I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6I— "-" g o.s.s. Z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 Q SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q � w 6x6 P.T. #2 SYP SLAB INFORMATION. o W ABU66 SLAB STEP & RECESS S.G.D. rM 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' FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -� EXTEND FILL CELLS TO FOUNDATION PAD -INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `=' ' ON FLOOR PLAN SIZE VARIES PER PLAN M i CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH '- "' „ w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS 00 z C7 L Z w a o w LU w o o L` C GRADE a _ __ __ =ltl -) I I=III a a• =I I -I I —I I=I —I I F1 - - -III- w I I=III I I I=III=1 Z -III= • • �• — __—_ - z_ A °- - - - - ; - - - 4" 411 INTERIOR WALL SLAB STEP NON-BRG.rK SCALE: 3/4"=V-0" S3 0-0 FIN. FLR. �—I --JFOOTING _ III III-III-1 I -III -III III-i I=1 I� II I��1=11�Ilill11 1111 ,II-111aIl _ ' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 CD�2 Z M - o z�z (An 0 <;, o w r6 0 •U — 0 "' -0- Cn ` = o F- m w F— E — 8 o) - M m c CC,-,) -T-O o 0 ,I�i III o 0 ¢ N CL Y 6 ,f') M Q O BD® v (D `w z U' Z IF- �g"'�z LLC>— w w Lu "A 0. � W E Z C . �C4 �}CIWW 8, �`n•' WWW.FI75$iV COfv2•. lkx aROFESS\ �N \�� 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 4600 W. Cypress St, Suite 200 I Tampa, FL 33607 www.LennarTampa.com oZ �o L LU O U U Q FZ--WQ�Q W2 TowZ � J Q a CO OU � U W N J` Q J J �Lo Zz Z \J 06 zg3: F -0 7 O O J W �S Q ° O O o� U -0: N A � Z<Z� W Q �oujo OE)�2 z wow 8, _-j -I IJ.J � Q < t w O n U M I� Q Z Z �¢Z <, S � 4Z � o J� 0 .-a a V) s SCALE : AS NOTED DATE : 11 /2/2018 TECH: KFRAZER VERSION NO. 4n0 SHEET NO. S3