|
INSULATION REQUIREMENTS
<br />LOGATION R-VALUE / TrfDE
<br />r=XT GONC: WALL fR-4.1 PIGP FEfRM
<br />EXT FfRAME 2 x 4 IR-10R-113 KR,4FT FACEL-.)
<br />EXT FIRAME 2 x (o fR-le KIRAFT FACED 50TTOM CHORD OR 2x4 BLOCKING
<br />CONDITIONEF-) CrEILING R-30 5LOWN-IN EVVOR 1/2' HIGH STRENGTH (U.N.O.) W/ 2-16d TOE NAILS 6 EACH END
<br />(IN5TALL 5AFFEL5 AT EAVE) (OR V GYP. TYPE `X' e GARAGr:
<br />GAfR,4Gr= 5EPARATION W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />/REFER TO UNDERLAYMENT TABLE ON SHEET 5NI (GAIR,4GE / LIVING) fR-11/R-13 KfR,4FT F,4GED CONNECTIONS. PROVIDE (1) LISP HTUJ20 WHEN 1/2"OR F7/8' HIGH STRENGTH 50ARD
<br />FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: SPR DOUBLE T"5 ALIGNED WITH STUD BELOW (U.N.O.) (OR E,/&' GYP. TYPE IXI s TRUSS 50TTOM CHORD OR 2x4
<br />_(2) LAYERS FOR 2:12 < SLOPE < 4-12 &"x5"x1(V NOMINAL BLOCK WITH TOPPLATE GARAGE W1 A HA51TABLE ROOM BLOCKING W/ 2-16d TOE NAILS
<br />(1) LAYER FOR SLOPE � 4:12
<br />6 EACH END
<br />3/8' MORTAR BETWEEN COURSE$ LISP 5FT24 2'x 5.PF. (OR EQUAL) 5TUD-5 -s IV O.C. U.N.O. ABOVE)
<br />12 PRE ENGINEERED WOOD TRUSS a 24' O.C. U.N.O.
<br />CONNECTOR 6,FF. DOUBLE TOP PLATE UPLIFT SCHEDULE FOR UPLIFT
<br />HURRICANE ANCHOR 6 EACH TRU55
<br />P) VARIES U6F 6PT24 CONNECTOR CONNECTIONS. PROVIDE (1) U5P HTLLr2O WHEN
<br />_z(Ty`P) (SEE UPLIFT SCHED.) W1 METAL PL. IL ---------- i1i ------- J11L ---- --- JL --------- JL ---------- 1/2' CDX PLYWOOD OR 1116' O.S.B. (1) ROW 2x BLOCKING is MID HIST. FOR WALL
<br />UNDER EA. TRU55 -------- --------- --------- 7r ---------- SHEATHING REQV. FOR ALL HGT. (8'-(o'. (2) ROWS 2x BLOCKING 6 3rd 1/2' GYP, W.5. MIN. 0 GARAGE SIDE TRU55 ALIGNED WITH STUD BELOW
<br />ii ii ii EXTERIOR OR SHEAR WALLS AS PTS FOR WALL HGT.) 8'4'. IF APPLICABLE
<br />015TURE 5ARRIER 11 11 11 2'x 5.PR (OR EQUAL) 5TUD5 s IV OC. UND.
<br />INSULATIC � 5 ROOF COVERING --------- _JIL ----------- JIL ----------- JIIL----- INDICATED ON THE PLAN. ATTACP SEE THIS BHT FOR INSULATION CHART (1) ROW 2x BLOCKING o MID HGT. FOR J
<br />.... ir ------- ir --------- 7F --------- 7F
<br />F SHEATHING W1 ad COMMON NAILS
<br />111(o 0.5.5. MIN. (FOR SHINGLE) OR 113/32' 065 1 11 11 11 11 WALL HIST. ( 5'4". (2) ROWS 2x BLOCKING SEE THIS BHT FOR INSULATION CHART
<br />(FOR TILE) BEE ROOF NAILING 50HEDULE ON 5'x4"x1V NOMINAL MORTAR BETWEEN 4' O.C. 6 BOUNDARIES, V O.C. tv 3rd PT6 FOR WALL HGT.,8'-(V.
<br />EDGES, AND 6 12 ' O.C. -s FIELD USP 5PT22 CONNECTOR
<br />SHT. SNI BLOCK WITH 3/5' 11 ------ JIL ----------- JIL ---------- 11L_ SLAB 45LOCK USP SPT22 CONNECTOR 5/5'0 x 10' V BOLT a 24' O.C. W1
<br />2
<br />ELEV. V MORTAR BETWEEN IF ----------- 5/8l x 101 'JI 153OLT a x 3116' PLATE WASHER (TYP.)
<br />E,/&' OR 1 1/2' HIGH COURSES CUT TO i I - 24' C.C. W1 2'�x3/16' 2x P.T. 50TTOM PLATE 2x P.T. 50TTOM PLATE 2 & x (o WIA x WIA W1Jr- OR F15EWESH
<br />STRENGTH CEILING ALUMINUM SLOPE. I L----- ii L ------- JIL ---------- 11 ------- -- - ELEV. 0'-0'Ai_\ PLATE WASHER (TYR) (o x & WI.4 x WIA 3 /2'MIN.
<br />DRIP r=E)G;E F -- — — — — — — — — — — — — — — —
<br />BOARD PER CODE (OR LUMINUM FASCIA ELEV. -0'-4 1/2' 1 L ---------- 1 -- ------ j1L ----- AFF. 1/2' MIN. W OR FI5ERME6H F
<br />5/8' GYP. TYPE 'X' OIL — z
<br />GARAGE WIA HABITABLE 1/2' w
<br />1211 .0, 2x BU15 FASCIA AFR ELEV. -0'-3 t -3 1/2'(min TO 4"
<br />ROOM ABOVE) 2' VENTILATED I>
<br />4'
<br />W/DRYWALL SCREWS 6 71' 2x4 CON bt> : 1 (3 1,'/ , (m i x
<br />T�/ A ;7- 2'(min.) 2'
<br />SOFFIT 4 , .. 4 - < . . z I> . I
<br />00 4% (o MIL VAPOR
<br />0,C. CEILING 4 VO-C,
<br />BARRIER
<br />a'xa'XIVKNOCK-OUT _3 1/2"mh) - 4'
<br />WALLS a 4 CA N
<br />BLOCK W1 105 CONT. G;ARAGE I)EFTH VARIES ' . - . . . I " 1\ 1< 'q & MIL VAPOR (2) #E� CONT.
<br />SEE TH15 BHT FO . I . . . 11 N I I \ all
<br />FILLED SOLID
<br />INSULATION CHART a BARRIER
<br />W/GROUT (2)05 CONT. / /< U.N.o. MIN.
<br />;RIZONTA --a" C.M.U. TYPICAL 4" 1' 4" 1 8' -7/
<br />1x2 P.T. H01RIZONTA
<br />NAILER yF:1E 1.51 MORTAR UN,O. MIN� ALTEfRNATE T`T�FIGAL 5EAfRING�
<br />5TD. 130*HOOK (SEE DETAIL) RCHITECTURAL GA IRA Gz E 5LA5 AT &TEf= 5 TTFICAL 5E,4fRING:; WALL a 5TEF rc;,� WALL f 5TEf= W10 5�4EAR WALL KC, C�;
<br />SEE TH15 5HT FOR FINISH SCALE. 3/4"=I'-0' SCALE: 3/4'=i'-0" k\��J3 SCALE. 3/4'=1'-0"
<br />INSULATION CHART �3
<br />Ix2 PT WD FURRING a 24' O.C.
<br />1/2' G) PSUM WALLBOARD UND.
<br />05 VERT. IN NLL /,,-2x 6.P.F. STUDS 16 O.C.
<br />CELLS(SEE LOAD BEARING OR--- 2x STUD 1/2' OR 1116" 065 MIN. PLYWOOD SHEATHING
<br />Ix4 P.T. BASE NAILER FOUNDATION PLAN EXTERIOR WALL a, C.M.U. NAILED W1 8d COMMON NAILS 6 4' O/C
<br />FOR LOCATIONS) BOUNDARIES, V O/C EDGES, AND 12- O/C FIELD.
<br />3 114' BASEBOARD SHEAR WALL REQUIRES 2x BLOCKING 6 SEAMS.
<br />4'x4' INSPECTION rx P.T. STUD
<br />MIN. 2500 P51 CONC. SLAB FORT AT EACH (2) ROWS OF 2x BLOCKING 6 2x STUDS 6 IV O/C (1) ROW 2x BLOCKING s MID
<br />MIN PSI MAY VARY PER FILLED CELL SEE GC/63 OR 15 VERT. IN FILLED CELL THIRD POINTS HGT, FOR WALL HGT. !� &'-(o ,
<br />E THIS 8HT FOR INSULATION CHART x r
<br />MUNICIPALITY. w TYPICAL G/63 FOR ANCHOR V5OLT5 x� -1/8' STUCCO FINISH PER ASTM C. 92(o APPLY SEE SECTION C/53 FOR PTS FOR WALL HGT. > V-6-,
<br />CONCRETE SLAB W1 6X(o NOTE:EXTEND BOLT INFO. BOLT 0 24' O.C. VERT. SEE TH15 BHT FOR INSULATION CHAR 3 LAYERS W1 TOTAL THICKNESS Wall OVER ADDITIONAL INFORMATION /2' GYP. W5 (MIN.) tv GARAGE
<br />WIAXWIA Wir- OR TIBERME5H' u DECO FIN15H 4' to OR 5/5' x V EPDXY METAL LATH. FIRST 2 LAYERS 3/8' THICK CONTINUOUS TO FOOTER BELOW cJ00H00K IDETAIL 51DE IF APPLICABLE.
<br />V BELOW GRADE BOLT USP 5FT22 CONNECTOR
<br />sUSP SFT22 TYP. E,04, x 10' V BOLT 6 24' O/C W1 2'OX EACH. 3RD LAYER 116' THICK (SEE NOTES IN K-0. 5LOCK
<br />6/5'0 EXPAN-51ON BOLT s24 1 O.C.
<br />,,,2x P.T. PLATE 3116" PLATE WASHER TYPICAL SECTION 4A SHEET 5N FOR ADDITIONAL INFO.) 2x P.T. PLATE
<br />ZO + W1 I' EMBEDMENT (MIN. SHEAR
<br />ASSUMED FINISHED MIN, 2E00 P-51 CONCRET /,-USP 5FT22 6 EA, STUD 20" MIN. LAP x SPACE ANCHOR BOLTS (000 S2
<br />2X PT PLATE 05 REINFORCING X
<br />GRADE SLAB W1 & x (o ...... r-.rX x I-- b" MAX FROM END OF (o x (o WIA x WIA
<br />& MIL VAPOR` WIA x WIA WEEP 5CREED INSTALLED PER OR 04 REINFORCING BAR x f) 2' x PLATE WWF OR P15EWESH
<br />X
<br />BARRIER MONO OR 5TEMWALL WIF OR F15ERMESH MANUR 4 FRC SECTION R103.1.2.1 w
<br />X
<br />. . ............................ 03 4 04 LAP 6PLICE
<br />FOOTING MONO SHOWN I> IT i -- - - - - - - -
<br />I>
<br />COMP. SOIL. (COMPACTED--� FOR CLARITY x A
<br />TO S% MODIFIED
<br />PROCTORASTM Dlr.1�1)
<br />>
<br />NOTE:
<br />STD. S00HOOK ro MIL VAPOR 5ARRIER REINFORCING BAR R 11/8'
<br />3' /MIN, CLIR* *FOR BEARING WALL >
<br />ONT. ON (SEE DETAIL) >
<br />(2) 05 RE5AR C W1 UPLIFT ONLY Ol LAP 5PLIGE Awo (2) 05 CONT.___1
<br />3' CHAIR5 TYP. U.N.O. ,4'/l I-m4'_____/ (o MIL VAPOR
<br />COMP. SOIL. (COMPACTED T ON 3' CHAIRS BARRIER
<br />TYPICAL WALL 6ECTION 135% MODIFIED PROCTOR ASTM 3ro" t-11N. LAF 1011 (TYR) �__V
<br />SCALE: 3/4' = 1'-0' D1551)
<br />r-fR,4t'-1E WALL TO Cl-W. WALL CONNECTIONI(� 41 V-411 '11�% REINFORCING BAR 05 STE). 900HOOK
<br />SEE TYR WALL SECTION FOR SCALE: 3/4'=I'-O' *16 LAP 5PLICE TYPICAL INTERIOR
<br />ADDITIONAL SLAB INFORMATION. Trf='IC;,4L EXTEfRIOIR FIRA�IE UJALL F0QTIN('_'i" (*"E� FE5,41R E�)F=T,41LS (r- 15EAIRING� WALL W1 UPLIFT
<br />13 BLOCK WALL BEYOND NOTE. EPDXY TO BE SIMP50N 5ET-XP OR EQUIVALENT SEE TYP. WALL SECTION FOR SCALE: 3/4"=I'-0- k - ( G �
<br />�3 SCALE: N.T.6. SCALE: 3/4"=I'-0'
<br />ADDITIONAL SLAB INFORMATION.
<br />O.H.D. RECESS
<br />PAVERS
<br />F
<br />(o x (o 1111.4 x WIA
<br />I/2"(mir.)- 4"
<br />4
<br />4 GRAPE
<br />Y( 7M IL VAPOR
<br />4111 Q (z
<br />BARRIER // /,<
<br />x /,\
<br />I 1_1 I U
<br />FEd I - & MIL VAPOR
<br />wi rfl=l
<br />SEE A/53 OR J, _(0 M-11 11 all
<br />FOR RE INF. INFO. /-,-3'MIN. CLEARANCE MIN,
<br />1'-4" (1 5TY) 1 1/2' GYP. 5D. T�rf=IGAL T4CXENED 5LA5 EDGE
<br />1'-5'(2 5TY) ROW 2x BLOCKING 6 MID HGT. 21 HOLD GYP. BE).
<br />Ir FOR WALL HGT. � 8'4', (2) ROWS P.T. 2x 1/2' FROM SLAB SCALE: _3/4"=I'-0"
<br />G;,4fRAGf=— FDOCIR 5L,45 RECE55 10" 121x, BLOCKING a 3rd PTS FOR 6 CONT. 5EAD SEALANT
<br />WALL HGT. > 5'41 0101 _j
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. -4 .,-----2X 5TUD5 24' O.C. U.N.O.
<br />BLOCK WALL BEYOND
<br />ADDITIONAL INFORMATION.
<br />1/2' GYP, W5 (MIN.) 6 GARAGE SIDE -3 1/2' INTERIOR GARAGE
<br />'0� IF APPL ICA5LE. MA50NRY WALL AND
<br />/,MASONRY WALL AND
<br />PAD FOOTING PAC) FOOTING
<br />RECESS FOR S.G.D x (o WIA x WIA 4 1/4' D IA X 3 1/4' TAPCON8 6 24' EXPANSION JOINT //-OHz), RECE-55 Cj I/2'GYPSUM WALLBOARD U.N.O. EXTEND FILL CELLS
<br />CONCRETE NAILS W1 11/4' W1 DRYWALL SCREWS 0 VO.C. 6' MASONRY WALL-----,,, TO FOUNDATION PAD
<br />BEE ULF OR F15ERME514 EE n
<br />PLAN' 0 2x P.T. PLATE O/C 4 G`V MAX FROM END OF 2 x !e
<br />PLATE EMBEDMENT tv 12' O.C. STAGGERED,
<br />(2) 05 CONT. CN SEE THIS SHEET FOR INSULATION CHART AT REINFORCING.
<br />FROM 50TTOM PLATE TO CONCRETE (MIN.
<br />E—= ON 31
<br />7
<br />CHAIRS (TYR)
<br />-I- - & x (o WIA x WIA (o MIL VAPOR
<br />('0 v SHEAR 15011 MIN. TENSION 1200) CONT. BEAD SEALANT CONT. FOOTING STEEL
<br />ULF: OR F15EWESH BARRIER.
<br />ZO RADE
<br />CONCRETE SLAB (0 x ro WIA x WIA
<br />411
<br />Fill =15Ef;VESH
<br />ro MIL VAPOR
<br />BARRIER o MIL VAPOR LILI
<br />V /x 0
<br />Lin
<br />'7
<br />4 LLI V
<br />< BARRIER J
<br />7,
<br />uj
<br />b MIL VAPOR SEE A/53 OR M & MIL VAFOR�p OOTING
<br />SEE A /> BARRIER JIS(o FOR REINF. /,., I . . ..... . . .
<br />/53 FOR ,4,-3'MIN. CLEARANCE 5A JER
<br />REINIF. INFO. 11-41 BEYOND
<br />I all INFO.
<br />OPTION "I I-4q 1'40 5TY) PAD REINFORCEMENT
<br />Y-b'(2 5TY), (SEE SCHEDULE)
<br />SEE TYP. WALL -SECTION FOR �4" 4" FOOTING WIDTH CLEARANCE
<br />TH :'�D
<br />0
<br />PE X
<br />.E ROOM
<br />E
<br />7(TYf-.) VARIES
<br />U;
<br />ADDITIONAL SLAB INFORMATION. TTPICAL INTERIOR 5EARING
<br />WALL W/OUT UPLIFT r;;AfRAG;E DCOIR 5L,45 fRECE55ri INTER[OfR WALL 5LA5 STEF NIQN-5FIG. r< SEE SCHEDULE
<br />&LA5 6TEF 4 fRECE65 'a rr_,� KG T., SEE TYP. WALL SECTION FOR ADDITIONAL FATIO COLUt-IN r-Tr-;;. QETAIL ( �N
<br />SEE TYP. WALL SECTION FOR SCALE: N. S. SCALE: 3/414-ol �3
<br />SCALE: 3/4= -01 5EE TYP. HALL 5ECTION FOR SCALE.- 3/4"=I'-0-k SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL SLAB INFORMATION. \k2�3� I ADDITIONAL INFORMATION, SLAB INFORMATION. - ADDITIONAL INFORMATION. �
<br />... ........ . ... .. ...........
<br />DANSCO
<br />ENGINEERING, ILLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.donscoenginee�ng.com
<br />CA 25948
<br />u-
<br />0
<br />Ln
<br />z
<br /><
<br />uuj)
<br />U_
<br />Lu
<br />z
<br /><
<br />w
<br />z
<br />Z uj
<br />Lu
<br />CL
<br />x
<br />U-i <
<br />F—
<br />LU
<br />w 0-
<br />:� :2
<br />= 0 j
<br />L/) Nt <
<br />IL
<br />Lu
<br />< z Q
<br />u
<br />z
<br />LLJ
<br />< z 00
<br />z CK
<br />F— 00
<br />IL/) 0 L0
<br />u 00
<br />CL
<br />V)
<br />TO THE BEST OF THE ENGINEER'S
<br />PLANS AND SPECIFICATIONS COMPLY WITH
<br />6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />140 MPH (Vasd = I 08MPH), 3 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT =±0.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />OFTHIS DRAW[ 4G ONLY.
<br />(02019 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />@201 9 - THESE DRAWINGS AND DESIGNS ARE THE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, ULC AND
<br />THE UENT ON TH IS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />12.19.17
<br />1.00 6TH ED. (2017) FBC
<br />UPDATES
<br />UPDATED CONNECTION
<br />06.08.18
<br />1.01 CROSS-REFERENCE TABLE
<br />AN STAIR STRAP
<br />01.09.
<br />F UNDERLAYMENT REV.
<br />I
<br />VERSION NO. 1.02 01.09.19
<br />co
<br />Lu
<br />m =
<br />z
<br />LLuu
<br />Lu Z
<br />w -'0- C'14
<br />—0
<br />Lu LU cy) 10
<br />uj
<br />n * *
<br />z :�i j j
<br />a <
<br />z
<br />Lu El
<br />SHEET TITLE:
<br />SECTIONS, DETAILS, & NOTES
<br />(MONO)
<br />SHEET INFORMATION:
<br />DATE ISSUED: 01.16.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />S3
<br />r—
<br />C:)
<br />LO
<br />0
<br />C�
<br />00
<br />114-
<br />L0
<br />q__
<br />
|