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INSULATION REQUIREMENTS
<br />LOCATION R-VALUE / TYPE
<br />EXT CONC WALL R-4.1 HIGH PERM
<br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED
<br />EXT FRAME 2 x 6 R-19 KRAFt FACED
<br />R-30 BLOUJN- IN TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />CONDITIONED CEILING 5/8'OR 1/2' HIGH STRENGTH (UN.O.) W/ 2-16d TOE NAILS e EACH END
<br />(INSTALL BAFFELS AT EAVE) (OR V GYP. TYPE 'X' '• GARAGE
<br />W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />REFER TO UNDERLAYMENT TABLE ON SHEET SNI GARAGE SEPARATION R_il/R-13 KRAFT FACED CONNECTIONS. PROVIDE (1) USP HTW20 WHEN 1/2'OR 5/8' HIGH STRENGTH BOARD
<br />FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: (GARAGE / LIVING) S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW (UND.) (OR 5/8' GYP. TYPE 'X' g TRUSS BOTTOM CHORD OR 2x4
<br />(2) LAYERS FOR 2.12 < SLOPE < 4:12 8'x8'xl6' NOMINAL BLOCK WITH TOP PLATE GARAGE W/ A HABITABLE ROOM BLOCKING W/ 2-16d TOE NAILS
<br />(l) LAYER FOR SLOPE >_ 4:12 6 EACH END
<br />PRE ENGINEERED WOOD TRUSS • 24' O.C. U.N.O.3/8' MORTAR BETWEEN COURSES USP 5FT24 2'x S.P . (OR EQUAL) STUDS • 16' O.G. U.N.O. ABOVE)
<br />12 CONNECTOR S.P.F. DOUBLE TOP PLATE SEE UPLIFT SCHEDULE FOR UPLIFT
<br />(TYP) VARIES HURRICANE ANCHOR 9 EACH TRUSS II II - II �� USP SPT24 CONNECTOR CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
<br />(SEE UPLIFT SCHED.) W/ METAL PL. I II ° ° ° 1/2' CDX PLYWOOD OR 1/1V O.S.B. (1) ROW 2x BLOCKING s MID HGT. FOR WALL
<br />L JI __JL___= __JL___= _____JL_________ TRUSS ALIGNED WITH STUD BELOW
<br />UNDER EA. TRU55 ,r----------------------- --- SHEATHING REQV- FOR ALL HGT. < 8'-6'. (2) ROWS 2x BLOCKING m 3rd 1/2' GYP. WB. MIN, • GARAGE SIDE
<br />i n ii u u n
<br />i n ii i1 u n EXTERIOR OR SHEAR WALLS AS PTS FOR WALL HGT. > 8'-V, IF APPLICABLE
<br />OISTURE BARRIER 1 11 u 11 11 a 2'x S.P.F. (OR EQUAL) STUDS a IV O.C. U.N.O.
<br />IN5ULATICN B 11 11 11 a INDICATED ON THE PLAN. ATTACH (1) ROW 2x BLOCKING • MID HGT. FOR
<br />ROOF COVERING -----_ L =__ _JL---------JL-- _-_JL _-- SHEATHING W/ Sd COMMON NAILS • SEE THIS BHT FOR INSULATION CHART
<br />i/16' 0.5$. MIN. (FOR SHINGLE) OR 19/32' 055 r---------ter— -----------�r---------�r---------
<br />ii a II II WALL HGT. < 8 -6 . (2) ROWS 2x BLOCKING SEE THIS BHT FOR INSULATION CHART
<br />(FOR TILE) SEE ROOF NAILING SCHEDULE ON 1 11 ° ° 3/6' MORTAR BETWEEN 4' O.C. • BOUNDARIES, V O.G. • 6 3rd PTS FOR WALL HGT. > 8'-6'.
<br />SHT SNI 8 x4 xK6 NOMINAL a ii n u , , , ,
<br />BLOCK WITH 3/8' ii II li SLAB BLOCK EDGES, AND • 12 O.C. •FIELD USP SPT22 CONNECTOR USP SPT22 CONNECTOR 5/J8 x 10 J BOLT • 24 O.G. W/
<br />ELEY. VARIES L --- ---JL _—___— _----_ -- 24 X 3/16' PLATE WASHER (TYP.)
<br />r---�r----- �r---------�r-------- �r------- —ter---
<br />- MORTAR BETWEEN u u n = u 5/8'0 x 10' V BOLT • 2x P.T. BOTTOM PLATE
<br />COURSES CUT TO 1 i� �� �� I'
<br />5/8' OR 1/2' HIGH 1 11 u u n - u 24 O.G. W/ 2 �x3/16 2x P.T. BOTTOM PLATE 2' 6 x 6 WIA x WIA WWF OR P15EWESH
<br />STRENGTH CEILING ALUMINUM SLOPE. I ii i1 11 _ 6 x 6 WIA x W1.4 C3 I/2' MIN.
<br />DRIP EDGE L — L_----- L---------JL—___----JL—___ _—JL---_ ELEV. 0 -� PLATE WASHER ITYP.J
<br />BOARD PER CODE (OR 1 u u u d a AFF. WWF OR P15EWESH —
<br />ALUMINUM FASCIA ELEV. -0 -4 1/2 L-____----JL_---JL----- __JL_ ° Z 3 I/2' MIN.
<br />5/8' GYP. TYPE 'X' u1 -- - ° °
<br />GARAGE WIA HABITABLE 2x SUB FASCIA A.FF. °_ 0 4 ° ° F- — — - — — — — — ° "
<br />12 .O, d d' °"p 4 .. ELEY. -o -3 K/2 " �D — —D— T �D= — D °D. 3 1/2 (min.) TO 4
<br />ROOM ABOVE) 2' VENTILATED ° d: ° ... a °a d ° d °' .. ° d a AFF. O °
<br />W/DRYWALL SCREWS m i' SOFFIT d 2x4 GONT. ' °. LL — - — — — — ° ' \ 3 1/2'(min.)- 4" 3 1/2 (mirl!�jTQ
<br />d° d
<br />O.G. CEILING E 8' O.C. ° ° - g. ° b ° • \\ \ \ \ \ \ \ / 6 'MIL VAPOR
<br />WALLS 8 x8 X16 KNOCK -OUT �'. 1. I ° e o °' d 3 1/2'lmin.) - 4' D
<br />S THIS BHT FO BLOCK W/ 1*5 CONT. ° GARAGE DEPTH VARIES °' ° \ /\\ \\\ 6 MIL VAPOR (2) 05 CONT\\/\ BARRIER
<br />SEE FILLED SOLID ° d ° //� /\//\//\ \ BARRIER 4° 1 -4" 8"
<br />INSULATION CHART a \ /\ /\ / MIN.
<br />W/GROUT ° tr ° �. (2) *5 CONT, U.N.O.
<br />lx2 P.T. HORIZONTA S' C.M.U. TYPICAL 4" 1'-4" 8"
<br />NAILER TYPE "S" MORTAR U.N.O. MIN,
<br />,4�.TERN,4TE T�'1=IC,4L, �3E,4RINC$
<br />STD. 90°HOOK (SEE DETAIL) ARCHITECTURAL �,4R4GE SL,45 ,4T STEP T`T f=IQ4L 5E,4RINC; W,4LL e STEP K"C,�W,4LL e 5TEP W10 5HE,4R W,4LL CC
<br />SEE THIS SHT FORFIN15H SCALE: 3/4'=1'-O' SCALE: 3/4'=1'-O' S3 SCALE: 3/4'=1'-0' S3
<br />INSULATION CHART 53
<br />Ix2 PT WD FURRING 9 24' O.G.
<br />1/2' GYPSUM WALLBOARD UND_.
<br />(1) *5 VERT. IN FILL 2x S.P.F. STUDS 9 16 O.G.
<br />CELLS (SEE 2x STUD 1/2' OR 1/16' 055 MIN. PLYWOOD SHEATHING
<br />LOAD BEARING O
<br />FOUNDATION PLAN I I NAILED W/ 8d COMMON NAILS 9 4' O/C
<br />lx4 P.T. BASE NAILER FOR LOCATIONS) EXTERIOR WALL 8' C.M.U.BOUNDARIES, W O/C EDGES, AND 12' O/C FIELD.
<br />SHEAR WALL REQUIRES 2x BLOCKING 9 SEAMS. ����`�"
<br />3 1/4' BASEBOARD J
<br />4'x4' INSPECTION I I 1'x P.T. STUD lU ROW 2x BLOCKING •MID
<br />MIN. 2500 PSI CONG. SLAB m (2J ROWS OF 2x BLOCKING •
<br />MIN PSI MAY VARY PER PORT AT EACH ry 2x SCUDS • 16 O/C / HGT. FOR WALL HGT. _< 8'-6'.
<br />MUNICIPALITY. FILLED CELL SEE CC/53 OR *5 VERT. IN FILLED CELL THIRD POINTS NOTE:
<br />E THIS SHT FOR INSULATION CHART �J�'s (2) ROWS 2x BLOCKING ®3rd
<br />TYPICAL G/$3 FOR ANCHOR SEE SECTION C/53 FOR
<br />I 5/8'x6' 'J' BOLTS PTS FOR WALL HGT. > S'-6'.
<br />CONCRETE SLAB 11/ 6X6 NOTE:EXTEND BOLT INFO. BOLT • 24' O.C. VERT. SEE THIS BHT FOR INSULATION CHART i/8' STUCCO FINISH PER ASTM C. 926 APPLY ADDITIONAL INFORMATION
<br />W1AX111.4 WWF OR IF15ERMESH' - OR 5/8' x V EPDXY 3 LAYERS W/ TOTAL THICKNESS 1/8' OVER 1/2' GYP. WB (MIN.) 9 GARAGE
<br />DECO FINISH 4' to METAL LATH. FIRST 2 LAYERS 3/5' THICK CONTINUOUS TO FOOTER BELOW c30°NOOK DETAIL SIDE IF APPLICABLE.
<br />6' BELOW GRADE I BOLT USP 5PT22 CONNECTOR
<br />•USP 5PT22 TYP. 5/8'4m x 10' 'J' BOLT • 24' O/C W/ 2'OX EACH. 3RD LAYER 1/5' THICK (SEE NOTES IN 'a K.O. BLOCK 5/5"0 EXPANSION BOLT 624 ' O.C.
<br />- SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.)
<br />2x P.T. PLATE 3/16 PLATE WASHER TYPICAL 2x P.T. PLATE W/ 7' EMBEDMENT (MIN. SHEAR
<br />SP SPT22 9 EA. STUD 2f0" MIN. LAP 3500*, MIN. TENSION 26000)
<br />/ / I ASSUMED FINISHED MIN. 2500 PSI CONCRETE SPACE ANCHOR BOLTS
<br />11 11 n 2X P.T. PLATE S REINFORCING
<br />GRADE SLAB W/ 6 x 6 w 6 MAX FROM END OF 6 x 6 W1.4 x W1.4
<br />6 MIL VAPOR-,/ \/' z WIA x WIA WEEP SCREED INSTALLED PER * BAR n 2' x PLATE WWF OR F15ERME5H
<br />*3 OR 4 REINFORCING BAR
<br />BARRIER 4 \\ MONO OR STEMWALL — — — —_ — — — — z WWF OR IBERMESH MANUF. 4 FRG SECTION R103.12.1 w
<br />—° , . #3 #4 LAP SPLICE -- °—=--- °. --- �
<br />// ro • • \� N FOOTING MONO SHOWN D p °D ° \ s D F - 4IDks1
<br />COMP. SOIL. (COMPACTED \ FOR CLARITY ° D I a-� ° _ ? m D D
<br />TO 95% MODIFIED // / /\/ \ ° D °D \ \ \ \ -- ° � FINISH GRADES
<br />PROCTOR ASTM D1557) ,� ,� ,�\ ,�\ D D D ° ° // // // \ m / , // / D D -/\� o • ° \ \/\\ —
<br />NOT
<br />3',,MIN. GLR. STD. 90°HOOK FOR BEARING WALL g \� N 6 MIL VAPOR BARRIER / ;. ° \\ \\� - *5 REINFORCING BAR R 1 i/8'
<br />/�/ #5 LAP SPLICE (2) *5 CONT. /� //�\ 6 MIL VAPOR
<br />l2 3 CHAIRS TYP. UN.O. 4' 1.4° (SEE DETAIL) W/ UPLIFT ONLY / \ \ \ \ \ \ \ \ \ \\ / • D // //\\ �' z ,
<br />COMP. SOIL. (COMPACTED T � D ° \\ \ 3�' MIN. LAP ON 3 )CHAIRS 8' K -4' 8' BARRIER
<br />TYPICAL uJ,4LL SECTION ,a, \ /\ �\ /\ /\ / 95% MODIFIED PROCTOR AS
<br />,� (TYP
<br />SCALE: 3/4' = 1'-0"5�) `
<br />S3 E�',41„�E 1,U,4LL. TO C.M.U.G1„CU�U,4LL CONNECT IOi�I D *6 REINFORCING BAR � STD. 9,a°+400K
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4'=I'-O' S3 41I 11.4' #6 LAP SPLICE T1'PIC;AL INTERIOR
<br />ADDITIONAL BLAB INFORMATION. TI'PIQ4L E.XTE.RIOR FR,4''IE W,4LL fOOTINC KO�E�� RE5,4R DET,4IL5 SEARING WALL W1 UPLIFT
<br />NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT
<br />13" BLOCK WALL BEYOND SEE TYP. WALL SECTION FOR SCALE: 3/4'=1'-0" S3 SCALE: N.T.S. 53 SCALE: 3/4'=1'-0' S3
<br />ADDITIONAL SLAB INFORMATION.
<br />PAVERS O.H.D. RECESS z
<br />m�
<br />" 6 X 6 WIA x WIA
<br />WWF OR F15ERMESH
<br />. d
<br />d -
<br />— —_ a— 4-.
<br />tt GRADE
<br />III=III=1I 4° — 6 MIL VAPOR
<br />I BARRIER
<br />I I=1 I I °_' . :� III —I
<br />�I II I II I •. II I IITI� fo MIL VAPOR
<br />SEE A/$3 OR J/$6 111 1 1 � 111 111 I I I 11= BARRIER 4 N /S„
<br />FOR REINF. INFO, 3' MIN. CLEARANCE
<br />MIN. V
<br />1'-4' (I STY) 1/2' GYP. BD.
<br />1'-8' (2 STY) lU ROW 2x BLOCKING • MID HGT. " HOLD GYP. BD, TYP I C,4L T�4I CKENED 5L,45 EDGEKL
<br />FOR WALL HGT. s 8'-6', (2) ROWS P.T. 2x 2 I/2' FROM SLAB SCALE: 3/4'=1'-0' S3
<br />G;AR,4GE DOOR SLA5 RECE55 J,j 2x BLOCKING • 3rd PTS FOR INK I N CONT, BEAD SEALANT
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 53 WALL HGT. > S'-6'=0 2X STUDS • 24' O.G. U.N.O.
<br />ADDITIONAL INFORMATION. BLOCK WALL BEYOND -3 1/2 INTERIOR CAR>4CE
<br />IF GYP. WB (MIN.) •GARAGE SIDE � � MASONRY WALL AND MASONRY WALL AND
<br />RI
<br />1F APPLICABLE. 13 - _
<br />I PAD FOOTING PAD FOOTING
<br />RECESS FOR Sj3D. 6 x 6 WIA x WIA 4 1/4' DIA. X 3 1/4' TAPCON5 m 24' EXPANSION JOINT O.HD. RECE55 �„ I I/2' GYPSUM WALL50ARD�UN.O. EXTEND FILL CELLS
<br />2x P.T. PLATE W/ DRYWALL SCREWS • 8 O.C. >
<br />SEE PLAN WWF OR FIBERMESH O/C 4 • 6 MAX FROM END OF 2 x CONCRETE NAILS W/ 11/4 8 MASONRY WALL TO FOUNDATION PAD
<br />PLATE = = SEE THIS SHEET FOR INSULATION CHART
<br />l x *5 CONT. ON 3' EMBEDMENT 9 12' O.G. STAGGERED, MAT REINFORCING.
<br />° M .-''° d . FROM BOTTOM PLATE TO CONCRETE (MIN. 6 MIL VAPOR �*
<br />j T - — CHAIRS (TYP.) 6 x 6 WIA x WIA M 1q d = SHEAR 180*MIN. TENSION 120*) 2' CONT. BEAD SEALANT CONT. FOOTING STEEL N
<br />WWF OR F15ERMESH j / . j %' BARRIER
<br />a° \ W CONCRETE SLAB--,,,,,C 6 x 6 WIA x W1.4
<br />\ \ - / d 4 WWF OR F15ERMESH
<br />/� /� /� 6 MIL VAPOR m D o D. \\/ a d. - =a- -a — —: — — z z \\/\\ _Lu
<br />• /\\/\\/\\'
<br />rn / a BARRIER / / - • 6 MIL VAPOR T , a_ _ m 0`- w
<br />° \\\ /\\� �\ D • \ /\\/ / // " - \� BARRIER r- �, T � � \ ' i .' a a — — _ — — — o o L" i\\ • • • • _ z a
<br />�
<br />\\\ 6 MIL VAPOR SEE A/53 OR 6 MIL VAPOR OTING
<br />r i\� r\ r / BARRIER J/S6 FOR REINF, 3 MIN. CLEARANCE BARRIER
<br />SEE A/53 FOR , ///. // //
<br />RE INF. INFO. 4 I - 4 8 0 1 _ A ° INFO. \. \ \ • •, \\/�\\ \\\ \\\/� / \\i\\\i`� BEYOND
<br />OPTION $1 8 14 8 P-4, (1 STY) PAD REINFORCEMENT //� 3 MIN.
<br />I -S (2 5TY) (SEE SCHEDULE)
<br />SEE TYP. WALL SECTION FOR11411,41FOOTING WIDTH CLEARANCE
<br />ADDITIONAL SLAB INFORMATION. TYPICAL INTERIOR 5EARINGSEE SCHEDULE
<br />5L,45 STEP 4 RECESS @ S.0 .D.rmWALL W/OUT UPLIFT �� Cr,4R,4GE DOOi� 5LA5 RECE55 J INTEfRIOR W,4LL 5L,45 5TEi= NON— 3RC�, K P,4T10 COLU1" IN fTG. DET,41L N
<br />SCALE: 3/4'=1'-O' S3 5EE TYP. HALL 5EGTION FOR SCALE: 3/4'=1'-0' CJ3 ADDITIONAL INFORMATION SEE TYP. WALL SECTION R SCALE: N.T.S. S3 SLAB INFORMATIOSEE TYP. WALL N.
<br />FOR ADDITIONAL SCALE: 3/4 =1-0 53 SEE TYP, WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL 5LAB INFORMATION. ADDITIONAL INFORMATION, 53
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<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p.813.645.0166
<br />f. 813.645.9698
<br />www.danscoengineedng.com
<br />CA 25948
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<br />TO THE BEST OF THE ENGINEER'S
<br />KNOWLEDGE AND BELIEF, THE STRUCTURAL
<br />PLANS AND SPECIFICATIONS COMPLY WITH
<br />6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />140 MPH (Vasd = 108MPH), 3 SEC. GUST,
<br />EXPOSURE"C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT=±0.I8) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OFTHIS DRAWING ONLY.
<br />02019 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />cOW19 -THESE DRAWINGS AND DESIGNS ARE THE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
<br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />UPDATED CONNECTION
<br />06.08.18
<br />1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />01.09.19
<br />1.02 ROOF UNDERLAYMENT REV.
<br />02.11.19
<br />1•03 UPDATED CONNECTION
<br />CROSS-REFERENCE TABLE
<br />VERSIQ2.11.19
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<br />SHEET TITLE:
<br />SECTIONS, DETAILS, & NOTES
<br />(MONO)
<br />SHEET INFORMATION:
<br />JOB NO.: 390444
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />S3
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