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I I 111 g 1 I - 11 1 1 M - N zz LO 7P7 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (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 .) (OR / GYP. TYPE X @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM ABOVE 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/ (1) ROW 2x BLOCKING @ MID (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. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < T-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. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & N @ 6" MAX FROM END OF 2 x PLATE E SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS LAYER TYPE II (#30) (2) #5 CONT. ON 3 r 6 x 6 W1.4 x CHAIRS (TYP.) `' T `' 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" 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 U WWF OR FIBERMESH ER ELEV. 0'-0" OL OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL 6 6 W1,4 W1.4 � , ° PITCH > 4:12 2 LAYERS TYPE I OR TYPE II () ° ° ° A.F.F. O.C.) 2„ WWF OR FIBERMESH ATTACHMENTS 2 �� x x \ WWF OR FIBERMESH FOR UNDERLAYMENT (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.1 - - I °' . .. p " I I ° 41==111 I �UI I I TI-I -1' ° -rPRE ° ° ° ° ° ° ° ° ° a °� ° ° ° ° ° °REQUIREMENTS � ° ELEV. -0'-31/2" 1`- ° A.F.F. p 31/2"MIN. ° 31/2" MIN. I ° SEE R905. ENGINEERED WOOD �, TRUSS @ 24 O.C. U.N.O. -I L 'I° -� I I I - I I I i I I I �= I I I �I I ` ° ° ° 2x4 COCONT, ° ° ° ° d ° ° I I ° G ° � o N I - � '31l2" min. 4" �� ( )- 00 o p I�� - P - a � I I I 1/2"(min.)- 4" P p II �31/2"(min.) 12 HURRICANE ANCHOR @ EACH 'I II I GARAGE DEPTH VARIES I I- JFI -4 1= I I �-I IrI TRUSS (SEE UPLIFT SCHED.) W/ _I _ _ ZTYp') VARIES METAL PL, UNDER EA. TRUSS 8" ° ° ° ° °II i �IMOISTURE 9 (2)#5CONT. I I- I I- I �T (2)#SCONT. ;q�� ' ' ��' " BARRIER TYPICAL INTERIOR BEARINGK 4" 1. 4'. 8" g�� IN. INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MI SHEARWALL C U.N.O. TYPICAL BEARING WALL @STEP CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 SN1 ELEV. VARIES FOR ADDITIONAL SLAB `S3 - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP INS, c -1 STRENGTH CEILING EDGE s�c�9E1 BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Q cs -c0 GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM \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. ABOVE) W/DRYWALL EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ SCREWS 7" O.C. @ SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY ��N (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8' C.M.U. FORM SUBMITTED WITH PERMIT / ` ( ) NOTE: FOR WALL HGT. s 8'-6". 2 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 PLAN SEE CC/S3 OR 04 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR 5/8"x6" "J" BOLTS BOLT „ "„ „ ° 5/8' x 10 J BOLT @ 24 O/C W/ 2' X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. (10)10d NAILS NAILER 8" C.M.U. TYPICAL BOLT INFO. @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. 2x P.T. PLATE STD. 90'HOOK (SEE DETAIL) TYPE "S" MORTAR IF NO UP LIFT ON WALL SEE LIFT O 5/8" x 6" EPDXY BOLT OR ) MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600# ) SIMPSON SP1 (6)1/4"x31/4" 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 ROM 6 x 6 W1.4 x W1.4 w/ (10) 10d NAILS iv 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH r 1x2 PT WD FURRING @ 24" O.C. ARCHITECTURAL FINISH r �'P ASSUMED FINISHED GRADE c E ° PER MFR INSTRUCTIONS z_ #3 OR #4 REINFORCING BAR w #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=40ksiCIL , o ° a P _ _ „ (1) #5 VERT. IN FILL MONO OR STEMWALL o z M - - a ,. FINISH GRADE [GRADE 601 Fy= 60ksi] `�� 25" MIN. LAP [30" MIN. LAP] g I I p .. (� I I -I I IT o 1/2 GYPSUM WALLBOARD U.N.O. CELLS (SEE FOUNDATION PLAN o 2 FOOTING MONO SHOWN ° FOR CLARITY o D D oD 00 o � _ _ _ I I- - I_I- 6 MIL VAPOR BARRIER j j D ° . ' ° (- _ 0 LU � R 1 7/8 #5 REINFORCING BAR w � I I - - - -I I I-1 I -I I I I I -� -I I- 11 1x4 P.T. BASE NAILER FOR LOCATIONS) p p D ° P 1-1-11- i-1 =III=1 III- -III- -III-III- z r I - - _ iv z I I - T #5 LAP SPLICE _ III- - (2) #5 CONT. -I I I I, � I 4"x4" INSPECTION p ° - NOTE: = = = I=1 = = ° D - - �1� - , , , , 3"CHAIRS 31/4" BASEBOARD PORT AT EACH g _ III=III=III= =III= = N 'FOR BEARING WALL I I -, COMP. SOIL. (COMPACTED TO _ , -11 36" MIN. LAP [36" MIN. LAP] 8„ 1,-4„ 8„ (TYP.) (T MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL =III-11 =III=III- _ _ _ _ _ _ _- _ _ __ _ W/UPLIFT ONLY _ - 1- li 95% MODIFIED PROCTOR ASTM I= �- I -I - 10" MIN PSI MAY VARY PER co AT GARAGE CONTRACTOR cn _ _ _ _ _ _ _ _ _� _ 1 I=III=1 1=III=1 I=III=I 1=1=III=1=III==III=1=I ,1 =1 -111-III-III=) -I I -III -I I=11 =1 =1 =1 =1 =1 I= D1557)- 4° 1 �° #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR -=-1-lil ITI 111 IT_I 1il ITI-� 1-1 1= I- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE 1 CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD�� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF'�'� 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"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 r SLAB INFORMATION. SLAB INFORMATION. C,j' u r ° I 00 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIE 6 x 6 W1.4 x W1.4 ° 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.0.) WWF OR FIBERMESH N . 6 MIL VAPOR > r _ �• z min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS r \7M ° BARRIER D .f p i NITIE� ° v GRADE SEE PLAN FOR T 24" O.C. MAX. " . CONNECTION INFO COMP. SOIL. ° '- O0 - - T TOP OF BEAM &LAYOUT DESIGN - (COMPACTED TO 95% m _ (1) #5 REBAR w/OPT. SEE ROOF PLAN -° a:: ' a a : A - - - MODIFIED PROCTOR I I - I i I=S��tE (V�NCLOSURE (2) HTS20 FOR STRUCTURAL ASTM D1557) „ - " -I _-� �r yyy�---� �rrr , , - �I I I I IT' ' BEAM SIZE & . T Q I (2) #5 REBAR CONT. 1'-4" (1 STORY) I- I , I- 41 1 L I CONNECTION INFO Cl) _ I - . - 8 „ ON 3" CHAIRS TYP. 4" V-8" (2 STORY) STD. 90 NOOK SEE DETAIL) ( MIN. 2x4 P.T. PLATE 1 I 2x4 #2 SYP P.T. FRAMING w!U. SEE A/S3/J/S6 TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L ins o.s.e. MIN CH O.S.B. SHEATHING Z ATTACHED PER NAILING - 8' FOR REINF. INFO. SCALE: 3/4" = V-0" S3 "= ' " SCALE: 3/4 -1-0 S3 ° w SCHEDULE OPTION #1 1/2" GYP. BD. oc COLUMN LOCATION < > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > w 6x6 P.T. #2 SYP � SLAB INFORMATION. 2",HOLD FROM SLAB ABU66 SLAB STEP & RECESS S.G.D. rM 01_01, J CONT. BEAD SEALANT OPT: DEPRESS SLAB 5Y" SCALE: 3/4"=1'-0" S3 DEEP AND 6" BEYOND < DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ° 2X STUDS 24" ° ° ° INTERIOR @ O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT .-. ° -3 1/2" ° COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND CONCRETE SLAB 14' O.H.D. RECESS 13" c O.H.D. RECESS ;� GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS z cQl CONCRETE NAILS W 1 1/2' 1/2' GYPSUM WALLBOARD U.N.O. FOR COLUMN To BEAM ATTACHMENTS TRIM PER PLAN 8' MASONRY WALL EXTEND FILL CELLS "� EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8"O.C. TO FOUNDATION PAD ' `�' " • .. •.•�- �-�' STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q' ' 'r• ' T��_ I = Cl)•• ` "•''°:• ' -,-}- - •' PLATE TO CONCRETE SHEAR ON FLOOR PLAN SIZE VARIES PER PLAN Cl) _ _ •. .. •�' :.• 4 04 _ _ .v : • :. I co -LI (MIN. 180#MIN. TENSION 120#) CONCRETE SLAB CONT. BEAD SEALANT _ M w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR oo Z GRADEa ° -___ _ �' II ;° -4 - _� 6 x 6 W1.4 x W1.4 c�I SIZE AND REINFORCEMENT) _ a-= - w c7 III -III ° ° -III-III-III-I H '.: •. I I� �j I ': •. :�` -I I .� I �1 a° - c WWF OR FIBERMESH '- M Z w = -III= - I =III=III w O W = III=III - - z I - - BRICK PAVERS or SLAB PER -III- = - a� I -I I, I IT I - CV M 6 MIL VAPOR = _ ,�- - - 1 1=1=1=1= _ _ _ _ = o'-o" FIN. FLR. COMMUNITY SPECS a - a _ - - l I=1 =III=1 =111=III I I-111-111=-= SEE A/S3 OR J/S6 „ I 1 I = SEE A/S3 OR J/S6 I , _ = j j ==1-1-1-1 III-1 1=1 I_ FOOTING J FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER _� =III-III=III-III-III-III-III - -I -I III =_ 1= - - -- 1= I=1 = l= III -' BEYOND (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 ST RY) -II I I l III I I I-1 I' - - PAD REINFORCEMENT-)-111=1 =11 3' MIN. CLEARANCE 18" (2 STOR) V-8" (2 ST RY) 41' 4 TIION (SEE SCHEDULE) FOOTING WIDTH CSEE ONC. PAD " SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K�K� TAPERED COLUMN FRAMING KCD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE:3/4- V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. z M - o z� z� z V) 0 W C -1--+ w •U - 0 w V _ �V) U or- m CN W E oo N M M .. U 00 L� p ¢0) C p U,g rn < d B D. .� e o ` �►�IP N .O s, z_ z Z W MOZ li z U) F - ,. oc a N�o LU N a w y zz W Z c y� '= O CL O _ O LY LL� o� Z N.. ' p�'p�`f W • r. `Y•Y y 1T: E'v' ` FDS- 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 200 I Tampa, FL 33607 www.LennarTampa.com o w� zaa W Q Uzo W z �S�W IDS J oL© ♦� Y z z Z LL N '130 z Z O U = �/ Q Q OpZ o 0 Ln _ n N Ln 0 T z9R� w Q Q Z ul Lu J LP) rl LJ.j Q LLj Q z < z 8 $~gW O �} ZS Qa 0 Ck Z � = a � SCALE : AS NOTED DATE : 5/7/2019 TECH: FFLORES VERSION NO. 10 SHEET NO. S3 (MONO)