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00 i- 7/17- -,�- 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8OR 1/2 HIGH STRENGTH (U.N.O.) (OR e" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR GYP. TYPE X @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE W!A HABITABLE ROOMSEE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) 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 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) A_ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. 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. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > T-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z _._._ ___17-___._ _- _____- SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR APPLICABLE. d _ _ . IL3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN "SIMILAR 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & .� SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS @ 6" MAX FROM END OF 2 x PLATE E ___ - 5/8"° x 10" "J" BOLT @ 24" O.C. W! IF NOTED, THIS REFERS TO THE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) CN •- '' Cl) 2"°x3/16" PLATE WASHER (TYP.) ALT: 1/2"xl2" TITEN HD 24" O.C. 2x P.T. BOTTOM PLATE ( �° STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH _ _ _ _ -- ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH > 4:12 AFF O.C.) 2" x6W1.4xW1.4 ATTACHMENTS 2" 6x6W1.4xW1.4 CH e ° (2) LAYERS TYPE I OR TYPE II e WWF OR FIBERMESH \ WWF OR FIBERMESH FOR UNDERLAYMENT (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. - - I °' . ° ° c 19.1 0 D - Tr ;_ 1Ni I tl a ° " " , ° ° a ° ° C7 d ELEV. -0'-3 1/2" o 31/2" MIN. _ ' s-i- 31/2" MIN. I ' I I - " ° A.F.F. e e REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ° ° ° ° 2x4 CONT. " p ° -1 �T 1/2"(min.)- 4" 1/2"(min.) 12 TRUSS @ 24" O.C. U.N.O. - �'� I d " ° , <, Q I I ° n " N , ° .. _ oo a •. - - - r - - o0 „. m e �_ •. (NP') VARIES HURRICANE ANCHOR @EACH TRUSS (SEE UPLIFT SCHED.) W/ - ''! 8,. - I I 1118„a ' GARAGE DEPTH VARIES a _ 31/2"(min.)- 4" 3 1/2"(min.) - 4" - METAL PL. UNDER EA. TRUSS y ' .. - MOISTURE BARRIER 2 #5 CONT. () 4 1 8 2 #5 CONT. () TYPICAL INTERIOR BEARING U.N.O. 8N. INSUL ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @a STEPrcC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4 -1 0 „_ ,- „ S3 SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP cU ON��NU l CAE STRENGTH CEILING EDGE c BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs c GYP. TYPE "X" @ GARAGE W!A HABITABLE ROOM 12"' N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS @ 7" O.C. EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY ,o M�o S \ ON �,,/ c SIN (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL �� 8 C.M.U. FORM SUBMITTED WITH PERMIT / \ FOR WALL HGT, s 8'-6". (2) NOTE: INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION GYP. WB (MIN.) PLAN SEE CC/S3 OR v LAYERS W/ TOTAL THICKNESS 7/8" OVER 1x2 P.T. HORIZONTAL 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 SID1/2"E .GARAGE SIMPSON SP1 w/ SIDE IF APPLICABLE. (10) 10d NAILS NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) 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 SPACE ANCHOR 3500#, MIN. TENSION 2600#) '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 -� E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 iv w/ (10)10d NAILS �, 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED _ BAR a � END OF 2" x PLATE WWF OR FIBERMESH 1x2 PT WD FURRING 24" O.C. @ ARCHITECTURAL FINISH TYP. •- ASSUMED FINISHED GRADE ., PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE '' w � GRADE 40 MIN. Fy=40ksi a o e . . 03 7�� a p �7 �_ ° D FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksi] �' CL 111� p 111 111T 4 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° z �,� o D -ITII - - TZ- 25" MIN. LAP [30" MIN. LAP] g I-11 - ° CELLS (SEE FOOTING MONO SHOWN �. P - w U.N.O. FOUNDATION PLAN FOR CLARITY ` ° _ 6 MIL VAPOR BARRIER P ° e. - I -I - _ - #5 REINFORCING BAR R 1 7/8" �' � 'TT - Fr I 1x4 P.T. BASE NAILER FOR LOCATIONS) A - 1 I I 1 III .:=III -III=i I I = I I --I I 1-1 I =1 I I- ? ° - z _ _ 2 - _ - �- - (2) #5 CONT. C n i I #5 LAP SPLICE 4" R INSPECTION PORT AT EACH NOTE: un ° __ - - 11 I 1 El _ • I ° ° ' �_ 36"MIN. LAP [36" MIN. LAP] „ ; ON 3" CHAIRS 8" 1'.4" 8" 31/4" BASEBOARD FILLED CELL TYPICAL *FOR BEARING WALL - W/ ONLY I III III III -III __ __ = COMP. SOIL. (COMPACTED TO ° _ _ I I 95 /o MODIFIED PROCTOR ASTM 1�.1 10" g ) MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR cn UPLIFT _ _ _ _ _ __ III III=1 -III=1 L -III= III. L I I . I -11 -I 1-I_I -1 III -III I. �- 111 � I 1 I. I I 1 111=I I _- - I I I I III -I I EI 11=I I 1-I 1 D1557) �rrr -�rr 4" V-4" - r� -rrr #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR - "�' i=1 1- �, - III=111-11 -III-� -III #6LAP SPLICE('-F� TYPICAL INTERIOR BEARING CURB DUE TO SLOPE _� - - - _- CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION 6D-`**� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS WALL W/ UPLIFT rG W1.4xW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL _ ._ ,. SCALE: 3/4'-1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 s SLAB INFORMATION. SLAB INFORMATION. c� r v - - ° y 00 I 6 x 6 W1.4 x W1.4 SEE PLAN VA 6 x 6 W1.4 x W1.4 1 1/2" RECESS FOR ° 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR ► _ = z_ min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M _ BARRIER 4 D _ II N v ° e v GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° �' • _ COMP. SOIL. ° - a °O = - - - * ' - - TOP OF BEAM &LAYOUT DESIGN COMPACTED TO 95% - ( Tff�TTT - - - - a _ _ _ - - I i I I TiT (1) #5 REBAR w/ OPT. SEE ROOF PLAN - - - - e a e e 0o E a G MODIFIED PROCTOR -� (2) HTS20 FOR STRUCTURAL rE ASTM D1557 �� WSENCLOSURE BEAM SIZE & ;' a3" MIN. CLR. (2) #5 REBAR CONT. - - 4' I. f CONNECTION INFO Cl) -_ . ` 8 _ ON 3" CHAIRS TYP. 4" 1'.4" STD. 90 NOOK (SEE MIN. I I U.N.O. DETAIL) 2z4P.T. i PLATE 2x4 #2 SYP P.T. FRAMING wl SHEATHING SEE A/S3/J/S6 8" TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L o.s.e. Z ATTACMIN HED PER ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 w CC `� SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 112' GYP. BD. P.T. 2x COLUMN LOCATION Q J 6x6 P.T. #2 SYP SLAB INFORMATION. 2" 1/2" FROM ROM SLAB LU ABU66 SLAB STEP &RECESS S.G.D. rM OPT: DEPRESS SLAB 5 Yz" 01_01. 0 CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3 DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND a INTERIOR n 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT ,' ° 31�_^ SEE DETAIL 16/D1 FOR RCH L TO O& wp/C /4"x3" TAPCONS AT 8" MASONRY WALL AND CONCRETE SLAB 14 O.H.D. RECESS 13" O.H.D. RECESS c E o GARAGE ATTACHMENTSCOLUMN 18/D1 PAD FOOTING PAVERS z 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL CONCRETE NAILS W 1 1/2' ATTACHMENTS EXTEND FILL CELLS EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8"O.C. @ TO FOUNDATION PAD ' '. r • ' `' STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFO%RCING. •� " PLATE TO CONCRETE - ON FLOOR PLAN SIZE VARIES PER PLAN M 00 ? GRADE4 ° = (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT " M w/ MIN. (2) #5 VERTICALS FOR • .... 4 T co _ . .. I ao TENSION 120#) CONCRETE SLAB E FILLED SOLID (SEE PLAN -_ - - . 4 . I - 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c7 z ° • III 1 III III =1 1-1 11= 1 l--- 11 w ., •, *.. •, WWF OR FIBERMESH �,, W o _ _ IF ' -I - -- BRICK PAVERS or SLA B PER p o z ° - - __ • _ SEE A/S3 OR J/S6 11 _ SEE A/S3 OR J/S6 I - `��' III= = _ 0'-0" FIN. FLR.� COMMUNITY SPECS " _ 6 MIL VAPOR -- _ 'J I 1-1 1=i = - - - - - I ) L - 1 -, FOOTING IIIIII , 11 _. FOR REINF. INFO. _ FOR REINF. INFO. IN. CLEARANCE BARRIER __- _= Il 1 I-1_I I- ITI 1=TI=1=i1 II 11 III I1 III BEYOND �i 1 4' (1 STORY) / MI8 " (1 STORY wEDEPRESSED SLAB OPT.) 1'-4 (1 ST RY) I II i I �I I I1 II I III i •, .; ti •. PAD REINFORCEMENT 1 -1II 3" MINI CLEARANCE (SEE SCHEDULE) ARANCE 1' 8" (2 STOR) V-8" (2 ST RY) 4" 4" • y . ,, CONC. PAD INFO. FOOTING WIDTH • ► V. SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S.Q SCALE: 3/4"=V-0" S3 SCALE: 3/4"= 1•-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. QD Z r'� z a U) zClt/) C9 L1J •V - 0 w c LU m N ¢ $� Al I B D. n _LL a W ' Z o 0 Q Z u�s� prr� A FDSFNIT C0" . a �� r L ,"�i. OF,ESJ�O ��• 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 Engineers signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com 5�5 uj za J o L�B�W �R Q J 29 Q o a� z O Lz w U = Q 0 . P 0 tip: orj 0 LL. Q d' Co wZ .--i Ho In LIJ 2: Q Q z g g O O Z m 0 � � � w a �W o SCALE : AS NOTED DATE : 7/31 /2018 TECH: MJAM ES VERSION NO. � . O SHEET NO. S3