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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 �\ P') VARIES / UK, 5/8" OR 1/2" HIGH-� 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 -J 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. <_ 8'-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 114" DIA. X 31/4" TAPCONS @ 24" 0/C & jzi @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II _ (#15 OR #30) UNDERLAYMENT I II I I �' ° ' ' I I -II L- 2 I -I I I I I p I III -I 11= FOR ROOF PITCH 4.1 OR LESS, I I "I1 .6 - PRE ENGINEERED WOOD �I I-, I I I I I -I ° - TRUSS @24"O.C.U.N.O.-I-II�I�I(-)III�II� HURRICANE ANCHOR @ EACH I I I=1I TRUSS (SEE UPLIFT SCHED.) W! METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7116" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S N 1 FOR ADDITIONAL SLAB S3 ELEV. VARIES INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 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. �r [nm 5/8"ORj (2" HIGH STRENGTH @ TRUSS BOTTOM CHORD 0) 2x4 #2 SPF s TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O. OR %" GYP. TYPE "X" BLOCKING 12" O.C. w/ 2 12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (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 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. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TJAND WALL HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'4% SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANINSULATION 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 SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE ELEV. 0'-0 OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2" x 6 W1,4 x W1.4 ATTACHMENTS 6 x 6 W1.4 x W1.4 0 31/2" MIN. F OR FIBERMESH 31/2"MIN.WWF OR FIBERMESH ELEV. -0'-31/2" z A.F.F. p ,l b' ° I =LHI I I �31/2"(min.)- 4" _ ° I I��=1 I I_ '31/2"(min.)- 4" 00 T ° ° I -I I -III. ' N 31/2"(min. 4" II1T ( ° �' =T III(_ fit I- I -I I -III i7_TI I I H-T=1 L I 1 I I P ,- (2) #5 CONT..l , -1 I ; I � r I -I 1i-1 I=1 4„ 1-4" I 8„ U.N.O. MIN, TYPICAL BEARING WALL @ STEP @ SHEARWALL rc "SHEAR WALL" SCALE:3/4"=V-0" S3 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C o M�N��o s �\�05�GVA eGs- «� 31/2"(min.) - 4" (2) #5 CONT. 4„I�I,' 'II8 U.N.O. MIN. TYPICAL BEARING WALL. @ STEP rCC \\ SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY \„�' coN 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / \ NOTE: BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL SEE CC/S3 OR N 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 3l16" 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 �° 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 24" O.C. VERT. OR PLATE WASHER TYPICAL (IF NO UP LIFT ON �° 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD -TYPE "S" MORTAR WALL SEE GG/S3) „ „ MIN. 2500 PSI CONCRETE SLAB W/ FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) CD 1x4 P.T. BASE NAILER 4"x4" INSPECTION � 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL ., MIN. 2500 PSI CONC. SLAB c� AT GARAGE CONTRACTOR ,n MIN PSI MAY VARY PER TO CUT BLOCK OR POUR 0o MUNICIPALITY. CURB DUE TO SLOPE T3 CONCRETE SLAB W/ 6X6 a NOTE:EXTEND m W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE d. 00 Cl) - , 00 6 MIL VAPOR o BARRIER ,f p 1 C) ' • tN I I- r J COMP. SOIL. o (COMPACTED TO 95% - 1 - - III Til 00 MODIFIED PROCTORLO 0o ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V41 STD. 90 HOOK (SEE U.N.O. DETAIL) i TYPICAL WALL SECTION rA RIM SCALE: 3/4" = V-0" S3 1 00 N v OPT: DEPRESS SLAB 5Y2" `- DEEP AND 6" BEYOND E DOOR TO RECEIVE BLOCK WALL BEYOND s PAVERS / DRIVEWAY g CONCRETE SLAB 14" PAVERS O.H.D. RECESS z 4M 2 o • • T IIIITIIII�•' TI 2 I SEE A/S3 OR J/S6-'�l l l I I II � rII , I ifLL 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 W SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE:3/4"=1'-0" \ S3 "SIMPSON SP1 (6)1/4 x3114 TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR W/ 10 10d NAILS _ SPACED EVENLY BAR BOLTS 6 MAX FROM ( ) N FIBERMESH WEEP SCREED INSTALLED END OF 2" x PLATE Uj r 2x P.T. PLATE w TYP. PER MFR INSTRUCTIONS , ASSUMED FINISHED E #3 OR #4 REINFORCING BAR U . =� � o . . � GRADE 40 MIN. F - 40ksi =� . . ° . GRADE N z_ #3 & #4 LAP SPLICE y- -III I I T z M _ MI ° p FINISH GRADE °D 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN, Fy= 60k5iJ o- p . MONO OR S EMWALL ° I i 1=I I i __ g I I -I I I=1 I jI I= D• FOOTING MONO SHOWN o - - Lu r _° FOR CLARITY o D °D O° 6 MIL VAPOR BARRIER °°. ° H I -� R 1 7/8" � I I L=�j� . #5 REINFORCING BAR -III T=1 I I I- I I- ME, MIN, I 11" N z (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 It WWF OR FIBERMESH r P ° III-III-III=1 I-III=1 1= ? I l--i-r_I i I�i #5 LAP SPLICE (2) #5 CONT. ' =TI=1 II I I I I I I 11- NOTE: -� Ili -ICI -III -ICI ICI ICI N IIIII=ICI-I�1- "FOR BEARING WALL 1=III=III=III-III=III= I T COMP. SOIL. (COMPACTED TO _ _ W/ UPLIFT ONLY _ _ _ _ _ _ _ _ - __ - -F 95% MODIFIED PROCTOR ASTM I= I I=I I I� I H I I= I I=T.- 111=1 I I III-1 I I -III -I 1=1 1=1 -1 11=1 1=1 I I 1-I =1 I I=1 I I �- D1557) �) I I r �I ;I II I Ir rI r,wTp I r =1 I-1=1 III=III-III-III =III-III=1 I 11I-III-I I I -I I F, 4 1-4 FRAME WALL TO C.M.U, WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" °` A. GRADE 00 #5 REBAR w/ OPT. -ill= I= I -I I f= I I=SOEErIV ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E M M4. III =L� I=-� ( a. • -�_� 1 �r - -III-III -rr °° IT�I SEE A/S3 OR J/S6 I II I II � TI- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J 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 00 J CONT. BEAD SEALANT a INTERIOR °o a 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 C Q T c _E M 6 MIL VAPOR - -I I' BARRIER 11 1=1 I -I I-III=I 1=1 I_ 4-1 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0"QS3 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS8" 1'-4" 8" (TYP.) 101, #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING E REBAR DETAILS F WALL W/ UPLIFT rG S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" 53 VARIES - SEE PLAN 1 1/2" 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 r- AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN M ° TOP OF BEAM IV - II SEE ROOF PLAN - -' _ -° a a (2) HTS20 FOR STRUCTURAL °. BEAM SIZE & CONNECTION INFO r> r l ° -4 T 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ _ PLATE I SEE A/S3/J/S6`- 7n6' MIN 7/16 O.S.B. SHEATHING O.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q � J 6x6 P.T. #2 SYP SLAB INFORMATION. o w ABU66 SLAB STEP & RECESS S.G.D. K`illlii 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/ DR SCREWS 8"O.C. INSULATION PER CHART @ ON FLOOR PLAN CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH M a a °- FOR COLUMN TO BEAM ATTACHMENTS q 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 COMMUNITY SPECS 8" MASONRY WALL CONT. FOOTING STEEL -� EXTEND FILL CELLS c TO FOUNDATION PAD � tf. MAT REINFORCING. N ' r> 00 � 0 z w o O w v� w 0 0 = " � GRAD a = - _ = a a _ ;III- a a, =1 I-1 11= I I=1' -III- -III- -III-I I w III -III I I -III -I 11- z _I I F ! '' • °� - - - - - - -I -I I -III -III -III III -III -=FOOTING -III III-III=1 I i_I I I_I I I III=1 11=1 I I_ � II hill l l l l ,l l-III=III=' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL K"N� SCALE: N.T.S. �S3� 0 u, z� 0 - CD z� z Q cn CD a--+ w � p • L) - O w I- Ln 0 o0 m w wM Er m ca M s V 00 0 "00 CL i Q o s Do N. /r .WTI N N 0 � 00 LEus �-.y�Z z U) LL do � W t n NJ �. 5 W �mLLo a CkZ0.8.4o 44 o�g 2 Z a �N LL A LU iv 111114G.COBR S E° t ��•. o PLO t..p S a I O t To the best of the Engineers 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. L A 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com �z LU ¢f �rld. f� a 0. J zoo 0 z H W �o-1W af� 0, 0 a 2 N J LU g V) >o fz 5 C i= 3 O 0 Jf V = z 000 E- o Na O z lz a [� U" W�Q z Z o�o ?y �0, �j W Lr)LU LU z z u F In o rn ,' 06 z g = a W ,--1 SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. S3 (MONO)