08200217 Permit File.
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Section 30 (y 73 AL.t-A?.hi°r2/? ?
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Engineering eJob
7/14/2008
This eJob is prepared exclusively for:
Dealers Lumber Co.
200 Kintner Parkway
Sunbury, OH 43074
Work Order: 506 bal
Job Customer: COMPASS HOMES
Job Name: CUSTOM
Job Address: 5800 GLEN DAVON LOOP
DUBLIN OH 43016
Truswal ID: T304500.J330716
I hereby verify that this document was prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer. I am responsible for the design of each
component detail only -- not for the proper manufacture of the components.
This document is no longer valid if any modifications are made to it.
Truswal Systems Corporation
220 Wesfinray PI. Suite 200
Arlington, TX 76018
800-521-9790
?
Engineering eJob
7/14/2008
Table of Contents
Page No. Truss Label Page No. Truss Label Page No. Truss Label
1 T2AA
Page 1
Truswal Systems Corporation
220 Wesfinray PI. Suite 200
Arlington, TX 76018
800-521-9790
????
7RUMy ??? L
orl.M"?`.? snTno
Engineering eJob
7/14/2008
Truss Engineer Design Responsibilities
The engineer's signature on this design certifies that the individual component depicted, if built
with the materials and to the placements and tolerances specified, will bear the loads shown
on the drawing. Users of the component are responsible for determining that any as-built
component conforms to the design. The loading and dimensions specified have been provided
by others and have not been verified by the signing engineer. The building designer is
responsible for determining that the dimensions and loads for each component match those
required by the plans and by the actual use of the individual component. The building designer
is responsible for ascertaining that the loads shown on the designs meet or exceed applicable
building code requirements and any additional factors required in the particular application.
The engineer's seal on the attached component designs indicates acceptance of professional
engineering responsibility solely for the design of the individual component assuming that the
loading and dimension requirements are as represented to the engineer. The suitability and
use of this component for any particular building is the responsibility of the building designer in
accordance with ANSI/TPI 1-2002 Chapter 2. The engineer certifying this component is not
responsible for anything beyond the specific scope of work set forth above, including but not
limited to, the loading factors used in the design of the component, the dimensions of the
component, the transfer of lateral loads from the roof and/or forward to the shear walls down to
the foundation, connection of the components to the bearing support, the design of the bearing
supports, the design and connection to the shear walls, the design of temporary or permanent
building bracing required in the roof and/or floor systems, transfer of vertical loads down to the
foundation, the design of the foundation or analysis in connection with the roof and/or floor
diaphragms of the building. This is a high quality facsimile of the original engineering
document. A wet or embossed seal copy of this engineering document is available upon
request.
Truswal Systems Corporation
220 Westway PI. Suite 200
Arlington, TX 76018
800-521-9790
-
?xuSV M?
? ? AWiSYSTOM
Engineering eJob
7/14/2008
Required Details*
Other Available Details*
ftp://140:truswal(cDftp.truswal.com/DesiqnsDetails/CO/AltBrace pdf
ftp://140:truswalCcDftp.truswal.com/DesignsDetails/CO/EvaluationReport1607 pdf
*Sealed versions of these details are available upon request.
Truswal Systems Corporation
220 Westway PI. Suite 200
Arlington, TX 76018
800-521-9790
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07/..25/2008 FRI 7:50 FAX
Revision to Application for Building Permit
(Commereial and Residential)
CCfC E1F U1:6L(t. '
LQ.jUUS/UlU
Building Sfatidatds •
5800 Shier Rings Road
Dublin, Ohio 43016-1236
Phone: (614) 410-4670
Fax:(Gl4)410-6566
This worksheet is for revisxons to plans that have been assigned an application number and have
? been given plan approval by this departmeaL .
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O Date:
-7/?-/o? Revision Number:
3 F?:
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? Project Address: S$? ?P-^d.v.vUv--- Lcis p
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Tenant Name: .
Conta.ct Name: r Y L o..AC VJ \ro. y?- Phone: "?$S " g 30
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Address: C.L.; .V2t+.`? zw I Fax: 4>01i ' 05' g36 k
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Ptovide a comprehensive description uf the revision(s) being sabmitt,ed (please attach additional informarion, if aecessary):
OR A b G? oJ'CT OQO R AT $RtAeAs7" RM. ? G HKWGE
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Check the types of revisions bcing snbmicted witb this application:.
?Architecwral ?Structural 0 Electrical O.HVAC . DPlumbing OEngineering OLandscaping 0 Zoning
The owner of this building and the undersigned, do hereby covenarzt and agree to comply with sil the laws of the Statc of Ohio and the
Ordioances ofthis jurisdiction, pertaining to the building and the buiidi,ngs, and to construct the proposed building or structure or make
= the pioposed change or alteration in accordance with the plans and specifications snbmitted herewith, d certify that the infoicnation and
W statements given on this applieation, drawings and speei6cations are to th? est o th ' owledg trv and cocrect.
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ApplicanYs Printod Name Apgli t's Sip,nature
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DR. BY: CKD BV'. STR. REV.: DPTE:
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DATED: LATEST REVISIONS:
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NORTHEAST DIVISION
1900 POLARIS PARKWAY, SUITE 300 I
COLUMBUS, OH 43240
'HONE:614-781-5840/FAX:614-431-3377j
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Compliance Certificate
Project Title: 506 Ballantrae
Report Date: 03/10/08
Energy Code: 2006 IECC
Location: Franklin County, Ohio
Construction Type: Single Family
Builidng Orientation: Bldg. faces 270 deg. from North
Conditioned Floor Area: 3857 ft2
Glazing Area Percentage: 13%
Heating Degree Days: 5999
Climate Zone: 5
Construction Site: Owner/Agent: Designer/Contractor:
5800 Glendevon Loop Compass Homes Inc. Compass Homes Inc.
Dublin, Ohio 43016 Ohio Ohio
. . equipment performance
Compliance: 0.6% Better Than Code
Ceiling 1: Flat or Scissor Truss 1786 30.0 0.0 tii
Wall 1: Wood Frame, 16in. o.c. 680 15.0 0.5 41
Orientation: Front
Door 1: Solid 21 0.320 7
Orientation: Front
Window 1: Vinyl Frame, 2 Pane w/ Low-E 121 0.320 39
SHGC: 0.36
Orientation: Front
Wall 2: Wood Frame, 16in. o.c. 972 15.0 0.5 60
Orientation: Back
Window 2: Vinyl Frame, 2 Pane w/ Low-E 148 0.320 47
SHGC: 0.36
Orientation: Back
Door 2: Glass 42 0.340 14
SHGC: 0.35
Orientation: Back
Wa113: Wood Frame, 16in. o.c. 874 15.0 0.5 62
Orientation: Right Side
Window 3: Vinyl Frame, 2 Pane w/ Low-E 64 0.320 20
SHGC: 0.36
Orientation: Right Side
Wall 4: Wood Frame, 16in. o.c. 874 15.0 0.5 61
Orientation: Left Side
Window 4: Vinyl Frame, 2 Pane w/ Low-E 77 0.320 25
SHGC: 0.36
Orientation: Left Side
Basement Wall 1: Solid Concrete or Masonry 256 10.0 0.0 18
Orientation: Front
Wall height: 9.0'
Depth below grade: 8.0'
Insulation depth: 8.0'
Basement Wall 2: Solid Concrete or Masonry 416 10.0 0.0 29
Orientation: Back
Wall height: 9.0'
Depth below grade: 8.0'
Insulation depth: 8.0'
Project Title: 506 Ballantrae Report date: 03110/08
Data filename: Page 1 of 5
CN/i 2006 IECC Energy
Efficiency Gertificate
Insulation Rating R-Value
30.00
Wall
Floor / Foundation
15.50
10.00
Ductwork (unconditioned spaces):
D.. . U-Factor
Window 0.32 0.36
Door 0.34 0.35
. .. . . .
Forced Hot Air (Non-Electric) Furnace 92 AFUE
Electric Central Air Conditioner 13 SEER
Water Heater:
Name: Date:
Comments:
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OoR- 260217
Lennox Objective Guide to Installation Comparison
?***?r****?r?**?r**??******?r************???r**?**?r**?*****?r********??**??*********??
?*?***?r****?**?r*?*?r*****?***?r****?****?r***?c***?***?************?r*****?***?*?**?*
01/10J:$ LOGIC 1000 RESII7ENTIAL LOADS ANALYSIS PAGE 1
LUAD CIILCULATION
PREPARED FOR: LOWERY @ COMPASS
PREPARED BY: WAIBEL HEATING
FILE TITLE: COMPASS
DESIGN TEMPERATURES (DEGREES F)
WINTER INSIDE 72 WINTER OUTSIDE 0
SUMMER INSIDE 72 SUMMER OUTSIDE 92
DAILY TEMPERATURE RANGE INDICATC7R M
DESIGN GRAINS RELATIVE HUMIDITY 34
DEGREES NORTH I,ATITUDE 40
SUNiMER AIR CHANGES PER HOUFt 0.5
WINTER AIR CHANGES PER HOUR 0.7
AREA BTUH BTUH
SQ FT L(7SS GAIN
1z00M - 1 BASEMENT IN ZONE 1 34 X 41
WALL 15G $ OR 12 IN BLOCK + R-11 5-X FT BELaW 84$ 2,625 0
WINDOW 3D DOUBLE PANE LOW E WOOD F12AME FACING-N $ 211 89
TINT-TINTED SHADING-NONE
SHADING COEFFICIENT = 1
FLOOR 21A BASEMENT FLOORS 1,394 2,409 0
WINTER INFILTkATION 8 CFM 670
SUMMER INFILTRATION b CFM SENSIBLE GAIN 133
LATENT GAIN 140
DUCT LOSS MULT=.05 GAIN NiUL^1=.05 296 11
TaTAL FOR ROaM 1 11,152 CO FT 1,394
SENSIBLE 6,210 233
LATENT 140
ROOM - 2 STUDY IN Z(7NE 1 12 X 12.5
WALL 12G1 R-13 + 3/4 INCH EXTR POLY BOATtD R-3.8 108 505 166
WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACINV-W 36 936 1,224
TINT-TINTED SHADING-NONE
SHADING COEFFICIENT = 1
WINTER INFILTkATION 3$ CFM 2,977
SUMMER INFILTRATION 27 CFM SENSIBLE GAIN 591
LATENT GAIN 621
-----,
LUlill; lUUU KE61llEN'1'lAL LOAll ; ANALYSIS
PE1GE L
' LOAD CALCULATIVN
AREA BTUH BTUH
SQ FT LOSS GAIN
PEOPLE 2 600
DUCT LOSS MULT=.05 GAIN MULT=.05 221 129
TOTAL FOR ROOM 2 1,200 CU FT 150
SENSIBLE 4,640 2,709
LAI`ENT 1,081
RaOM - 3 MUD RNIJHALF BATH IN ZONE 1 3 X 7
WALL 12G1 R-13 + 3j4 INCH EXTR POLY BOARD R-3.$ 19 89 29
DOOR 10B HOLLOW CORE & WOOD STORM 21 499 164
WINTEFt INFILTRATION 22 CFM 1,737
SUNIMER INFILTRATION 16 CFM SENSIBLE GAIN 345
LATENT GAIN 362
DUCT LOSS MULT=.05 GAIN MULT=.05 116 27
1'OTAL FOR RaOM 3 16$ CU FT 21
SENSIBLE 2,441 564
LATENT 362
ROOM - 4 FOYER IN ZONE 1 14 X 7
WALL 12G1 K-13 + 3/4 INCH EXTR POLY BOARD R-3.$ 23 108 35
WINDOW 3D I70UBLE PANE LOW E WOOD FRAME FACING-W 12 312 40$
TINT-TINTED SHADING-NONE
SHADING COEFFICIENT = 1
DOOR 10B HOLLOW CORE & WOOD STC7RM 21 493 164
WINTER INFILTRATION 34 CFM 2,729
SUMMER INFILTRATION 25 CFM SENSIBLE GAIN 542
LAfiENT GAIN 569
DUCT LOSS MULT=.05 GAIN MULT=.05 1$2 57
lOfiAL FOR ROt7M 4 784 CU FT 98
SENSIBLE 3,830 1,206
LATENT 569
ROOM - 5 DINING ROOM IN ZONE 1 13 X 12
WALL 12G1 R-13 + 3j4 INCH EXTR POLY BOARD R-3.8 170 796 261
WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-N 12 312 132
TINT-TINTED SHAI7ING-NONE
SHADING COEFFICIENT = 1
WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-W 18 46$ 612
TINT-TINTED SHADING-NONE
SHADING COEFFICIENT = 1
WINTER INFILTRATION 31 CFM 2,4$1
SUMMER INFILTRATION 22 CFM SENSIBLE GAIN 432
LATENI' GAIN 517
a
LVV1%. 1VVV 11.CJ1LP?1711KL LVL'?La t11V11LYal?
1?ti?JL.S
' LOAD CALCULAll(7N
AREA B 1 UH BTUIi
SQ FT LOSS GAIN
PEOPLE 2 600
DUCT LOSS MULT=.05 GAIN MULT=.05 203 105
TOTAL FOR ROOM 5 1,248 CU FT 156
SENSIBLE 4,259 2,202
LATENT 977
ROaM - 6 KIZCHEN IN ZONE 1 13.5 X 14
WALL 12G1 R-13 + 3/4 INCH EXTR POLY BOARD R-3.$ 104 4$7 160
W1NI'ER INk ILTRATI(7N 0 CFM 0
SUMMER INFILTRAlION 0 CFM SENSIBLE GAIN d
LATENT GAIN 0
pEOPLE 2 600
APpL1ANCES 1200
17UCT LOSS MULT=.05 GAIN MULT=.05 24 98
TOTAL FOR ROOM 6 1,512 CU rT 1$9
SENSIBLE 511 2,058
LATENT 460
ROONl - 7 BREAKF'AS^l RO0M 1N ZONE 1 13.5 X 14
WALL 12G1 R-13 + 3J4 INCH EXTR POLY BOARD R-3.8 148 693 227
DOOk $C SLDNG DR, 1 PN CLR GLASS METAL F FACING-E 42 3,493 1,470
TINT-TINTED SHADING-DRAPES OR BLINDS
SHADING COEFFICIENT = 1
WINDC7W 3D DOUBLE PANE LOW E WOGD FRAME FACING-N 30 7$0 330
TINT-TINIED SHADING-NONE
SHADING COEFFICIENT = 1
WIN'IER INFILTRATIaN 75 CFM 5,955
SUNINIER INFILTRATION 54 CFM SEI3SIBLE GAIN 1,1$2
LATENT GAIN 1,242
PEOPLE 2 600
Di1CT LOSS MULT=.05 GAIN MULT=.05 546 190
TOTAL FOR ROOM 7 1,512 CU FT 1$9
SENSIBLE 11,466 3,999
LATEN`I 1,702
ROOM - $ GREAT ROOM IN Z()NE 1 17 X 25
WALL 12G1 R-13 + 3/4 INCH EXTR POLY BOARD R-3.$ 93 434 142
WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-E 43 1,123 1,469
TINT-TINTED SHAI7ING-NONE
SHADING COEFFICIENT = 1
WINTER INFILTRATION 45 CFM 3,573
SUMMER INFILTRATION 32 CFM SENSIBLE GAIN 709
LATENT GAIN 745
vi?iv/ .cLVV1l. 1VVV 1tE+A1Lr+1V11L-1L LVAL.7 t?1VALY.71A YAIiB 4
' LOA17 CALCULA^lION
AREA BlUH BrUH
SQ Ffi LOSS GAIiv
PEOPLE 4 1200
DUCT L05S MULT=.05 GAIN MULT=.05 257 176
TOTAL FOR ROOM $ 3,400 CU FT 425
SENSIBLE 5,387 3,696
LATENT 1,665
RC70M - 9 BONUS RaOM IN ZONE 1 20 X 25
WALL 12G1 R-13 + 3/4 INCH EXTR POLY BOARD R-3.8 456 2,134 700
WINI7vW 317 DOUBLE PANE LOin1 E WOOD FRAME FACING-S 32 $32 576
TINT-TINTED SHADING-NONE
SHADING COEFFICIENT = 1
WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-E 32 832 1,0$8
TINT-TINTED SHADING-NONE
SHADING COEFFICIENT = 1
r LOOR 21A BASEIKENT FLOORS a 0 0
WARNING'.'.! ZERO TEMPERA^lURE DIFFEkENCE ENCO UNTERED !
WINI`ER INFILTRATIaN 67 CFM 5,293
SUMMER INFILTRATION 43 CFM SENSIBLE GAIN 1,050
LATENT GAIN 1,104
PEOPLE 4 1200
DUCT LOSS MULT=.05 GAIN MULT=.05 455 231
TOTAL FOR ROON1 9 4,000 CU FT 500
SENSIBLE 9,545 4,844
LATENT 2,024
ROOM - 10 SITTING ROOM CLOSET IN ZONE 1 18 X 7
WALL 12G1 R-13 + 3/4 INCH EXTR PULY BOARD R-3.8 336 1,572 515
WIN170W 3D DOUBLE PANE LOW E W00D FRXME rACING-W $ 208 272
TINT-TINTED SHADING-NONE
SHADING COEFFICIENT = 1
CEILIN G 16G DARK R-30 INSULATION 126 293 1$3
FLOOR 21A BASEMENT FLOORS 126 21$ 0
WINTER INFILTRATION 8 CFM 662
SUMMER INFILTItATION 6 CFM SENSIBLE GAIN 131
LATENT GAIN 138
I7UCT LOSS MULI'=.05 GAIN MULT=.05 14$ 55
TOTAL FOR ROOM 10 1,008 CU F1 126
SENSIBLE 3,107 1,157
LATENT 138
4- _
• '01/10J:$ LOGIC 1000 FtESIDENTIAL LOADS ANALYSIS PAGE 5
LOAD CALC[iLAlION
AREA BTUH BTUH
SQ r I' L(7SS (`iAlN
ROOM - 11 SITTING ROOM IN ZONE 1 14 X 13
WALL 12G1 R-13 +3/4 INCH EXTR POLY BOARD R-3.$ 160 749 245
CEILING 16G DARK R-30 INSULATION 182 432 264
FLOOR 21A BASEMENT FLOORS 1$2 314 0
WINTER INFILTRATION 0 CFM a
aUMMER INFILlRAI`ION 0 CFM SENSIBLE GAIN 0
LATENT GAIN G
PEOPLE 2 600
DUCT LOSS MULT=.05 GAIN MULT=.05 75 55
1(71AL FOR ROOM 11 1,456 CU FT 182
SENSIBLE 1,571 1,165
LATENT 460
ROON1 - 12 BATH FOR BEDROONi 2 1N ZONE 1 5.5 X 14
WALL 12G1 R-13 + 3j4 INCH EXTR POLY BOARD R-3.8 44 206 67
CEILING 16G DPiRK R-30 INSULATION 77 1$3 112
FLC70R 21fi BASEMENT FLOORS 77 133 0
WINTER INFILTRATION 0 CFM U
SUMMER INFILTRATION 0 CFM SENSIBLE GAIN 0
LAlENl GAIN 0
DUCT LOSS MUL'I=.05 GAIN MULT=.05 26 9
TOTAL FOR ROOM 12 616 CU F1 77
SENSIBLE 548 188
LATENT 0
ROOM - 13 BEDR(70M 2 IN Z(7NE 1 15 X 16
WALL 12G1 R-13 + 3J4 INCH EXTR POLY BOARD R-3.$ 114 534 175
WINDOW 3D DOUBLE PE1NE LOW E WOOD FRAME FACING-W 30 780 1,020
TINT-TINTED SHADING-NONE
SHADING COEFFICIENT = 1
CEILING 16G DARK R-30 INSULATION 240 570 348
WINTER INFILTRAl ION 31 CFM 2,481
SUMNIER INFILTRAIION LL CrM SENSIBLE GAIN 492
LATENT GAIN 517
PEOPLE 2 600
DiJCT LOSS MULT=.05 GAIN MULT= .05 21$ 132
TOTAL FOR ROONI 13 1,920 CU FT 240
SENSIBLE 4,5$3 2,767
LA^lENT 977
•0?/1?%:8 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 6
LOAD CALCULATION
AREA BTUH BTUH
SQ FT LOSS GAIN
ROOM - 14 LAUNDRY IN ZONE 1 6 X 16
WALL 12G1 R-13 + 3/4 INCH EXTR POLY BOARD R-3.$ 48 225 74
CEILING 16G DARK R-30 INSULATIaN 96 228 139
WINIER INFILTRATION 0 CFM d
SUMMER INFILTRATIaN 0CFM SENSIBLE GAIN a
LATENT GAIN 0
DUC1 LOSS MULT=.05 GAIN MULT=.05 23 11
TOTAL FOR ROOM 14 76$ CU FT 96
SENSIHLE 475 224
LATENT 0
ROaM - 15 BEDROOM 4 IN ZONE 1 12 X 13
WALL 12G1 R-13 + 3/4 INCH EXTR POLY BOARD R-3.$ 167 782 256
WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-N 18 46$ 198
rINT-TINTED SHADING-NONE
SHADING COEFFICIENT = 1
WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-W 15 390 510
TINT-TINTED SHADING-NONE
SHADING COEFFICIENT = 1
CEILING 16G DARK R-30 INSULATION 156 371 227
WINTER INFILTRATION 34 CrM 2,729
SUMMER INFILTRATION 25 CFM SENSIBLE GAIN 542
LATENT GAIN 569
PEOPLE L 600
DUCT LOSS MULT=.05 GAIN MULT=.05 237 117
TOTAL FOR ROaM 15 1,248 CU FT 156
SENSIBLE 4,976 2,449
LATENT 1,029
ROOM - 16 SHARED BATH IN 20NE 1 13 X 13
WALL 12G1 R-13 + 3/4 INCH EXTR POLY BOARD R-3.8 100 46$ 153
WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-N 4 104 44
TINT-TINTED SHADING-NONE
SHADING COEFFICIENT = 1
CEILING 16G DARK R-30 INSULATIVN 169 402 245
WINTER INFILTRATIaN 4 CFM 331
SUMMER INFILTRATION 3 CFM SENSIBLE GAIN 66
LATENT GAIN 69
PEOPLE 1 300
DUCT LOSS MULT=.05 GAIN MUL1^=.05 65 40
lOTAL FOR ROOM 16 1,352 CU FT 169
. ? ......Y..?.?......
v1/1U/ :o LVlz1t, lUUV KGo1Lh1VT1t1L LUHLa K1Vt?LYalA .......Y.?.?
YAIiL'/
' LOAD CALCULATION
AREA BTUH H1UH
SQ FT LOSS GAIN
SENSIBLE 1,370 $49
LATENT 299
ROOM - 17 BEDROOM 3 IN ZONE 1 14 X 13
WALL 12G1 R-13 + 3j4 INCH EXTR POLY BOARD R-3.$ 1$6 $70 2$5
WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-E 30 7$0 1,020
TINT-TINTED SHADING-NONE
SHADING COEFFICIENT = 1
CEILING 16G l)ARK R-30 INSULATION 1$2 432 264
WINTER INFILTRATION 31 CFM 2.4$1
SUMMER INFILTRATION 22 CFNI SENSIBLE GAIN 492
LATENT GAIN 517
PEOPLE 2 600
DUC1 LOSS MULT=.05 GAIN MULT=.05 228 133
TC71AL FOR Ft00M 17 1,456 CU FT 182
SENSIBLE 4,792 2,795
LATENT 977
ROaM - 1$ UPPER GREATROOM IN ZONE 1 17 X 25
TNALL 12G1 R-13 + 3/4 INCH EXTR pOLY BOARD R-3.$ 136 636 209
CEILING 16G DA12K R-30 INSULATION 425 1,010 617
WINTER INFILTRATION 0 CFM 0
SUMMER INFILTRAI`ION 0 CFM SENSIBLE G71IN 0
LATENT GAIN G
DUCT LOSS MULT=.05 GAIN IKULT=.05 82 41
TOTAL FOR RaOM 1$ 3,400 CU FT 425
SENSIBLE 1,729 867
LATENT 0
ROOM - 19 MASTER BATH IN ZONE 1 20 X 11
WALL 12G1 R-13 + 3/4 INCH EXTFZ PULY BOARD R-3.8 232 1,086 356
WINDOW 3D DOUBLE pANE LOW E WOOD FI7AME FACINV-E 16 416 544
TINT-TINI'ED SHADING-NONE
SHADING COEFFICIENT = 1
CEILING 16G DARK R-30 INSULATION 220 523 319
WINTER INFILTRATION 17 CFM 1,323
SUMMER INFIL^1RATION 12 CFM SENSIBLE GAIN 263
LATENT GAIN 276
PEOPLE 1 300
DUCT LOSS MULT=.05 GAIN MULT=.05 167 89
'IOTAL FOR ROOM 19 1,760 CU FT 220
01j10 . /;$ LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 8
LOAD CALLULATION
AREA BTUH BTOH
SQ FT LaSS GAlN
SENSIBLE 3,515 1,$71
LATENT 506
ROOM - 20 MASTER BEDROOM IN ZONE 1 20 X 14.5
WALL 12G1 R-13 + 3/4 INCH EXTR POLY BOARD R-3.8 71 332 109
WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-S 45 1,170 810
TINT-TINTED SHADING-NONE
SHADING COEFFICIENT = 1
CEILING 16G DARK R-30 INSULATION 290 689 421
WINTER INFILTRATION 47 CFM 3.722
SUMMER INFTLTRATION 34 CFM SENSIBLE GAIN 73$
LATENT GAIN 776
PEOPLE 2 600
DUCT LOSS MULT=.05 GAIN MULT=.05 296 134
TOTAL FOR ROOM 20 2,320 CU FT 290
SENSIBLE 6,20$ 2,812
LATENT 1,236
STRUCTURE TOTALS 42,2$0 CU FT
SENSIBLE
LATENT
5,285
81,163 38,656
14,602
--------------------------------------------------
NOMINAL COOLING CAPACITY NEEDED IS 4.9 TONS
(Hased on a 0.75 sensible/total load ratio.)
--------------------------------------------------
*???*?*??****???**?**?***?*???** VERSION 91.04 *******?*?*********??***???*****
* This Heating and Cooling Load Computation was produced using the procedures *
* and tables of the Air Conditioning Contractors of America's Manual J, *
* Seventh Edition. The accuracy of the calculated loads depends upon the *
* accuracy of the data used and the accuracy of the Manual J load calculation *
* procedures for the given conditions. No warranty, either expressed or *
* impiied, is given by Lennox Industries Inc. with respect to the accuracy *
* and/or sufficiency of the information provided by this report. *
?**?*****?****?****??*???*??*?????******??*****?****?*?***????****?*?**?*??****
LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 9
----------------------------------------
----------------------------------------
LOAD CALCULATION
----------------------------------------
----------------------------------------
CFM CHART r0R A 2,000 CFM BLOWER
---- ---------------------- -------- ------------------
<-- HEATING --> ----------
<------- --------
COOLING -------
------>
TOTAL HEATING SENS TOTAL COOLING
RaOM AREA LOSS AIR GAIN GAIN AIR
NO#
---- ROOM NAME
---------------------- SQ FT
-------- BTUH
--------- CFM
--------- BrUH
--------- BTUH
--------- CFM
-------
1 BASEMEN1 1394 6210 153 233 373 14
2 STUDY 150 4640 114 2709 3790 142
3 MUD RM/HALF BA1H 21 2441 60 564 926 35
4 FOYER 9$ 3$30 94 1206 1775 67
5 DINING ROOM 156 4259 105 2202 3179 119
6 KITCHEN 1$9 511 13 2058 2518 95
7 BREAKFAST ROOM 189 11466 283 3999 5701 214
8 GREAT RaOM 425 53$7 133 3696 5361 201
9 BONUS ROOM 500 9545 235 4844 6868 258
r
10 SITTING RaOM CLOSEI' 126 3107 77 1157 1195 49
11 SITTING ROOM 182 5571 39 1165 1625 61
12 BATH FOR BEDROOM 2 77 548 14 18$ 18$ 7
13 BEDR00M 2 240 45$3 113 2767 3745 141
14 LAUNDRY 96 475 12 224 224 8
15 BEDROaM 4 156 4976 123 2449 3478 131
16 SHARED BATH 169 1370 34 $49 1148 43
17 BEDROOM 3 182 4792 11$ 2795 3772 142
18 UPPER VREATROOM 425 1729 43 867 867 33
19 MASTER BATH 220 3515 $7 1871 2377 89
20 MASTER BEDROOM 290 6208 153 2812
-- 404$
------ 152
-----
ZONE 1 TOTALS -----
5285 -------
81163 ----- -
2000 ----
-
3$656 53258 2001
* NO WARRANTY, EITHER EXPRESSED OR IMPLIED IS GIVEN WITH RESPECT TO
THE ACCURACY OR SUFFICIENCY OF THE INFORMATION PROVIDED, AND
THE USER MUST ASSUME ALL RISKS AND RESPONSIBILITIES IN CONNECTION
WITH ITS USE THEREOF.
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ELECTRIC UTLITY SERVICE
UNDERGROUND APPROACH
O 3 CONDUCTORS 4/0 AL XHHW
INSULATION RATING AT 90
DEGREES C INSTALLED IN 2" PVC
5/8"
200 AMP MAIN O?O GALVANIZED
BREAKER PANEL GROiJND ROD
PLASTIC PLUMBING NO BOND
6 AWG BARE COPPER
Excel Electrical Contractor, Corp.
7484 Reliance St. Worthington, Ohio 43085
430-0712 430-0714 fax
Date: 2/20/2008
Builder: Com ass Homes Pro'ect #:
Lot / Subd: 506 Balentrae Munici ali : Dublin
Address: 5800 Glen Davon Loo Munici ali ermit #:
Model: Custom
This load calculation worksheet is a result of the formula used in the 2005 N.E.C.
- Article 220.82 Optional Calculation - Dwelling Unit.
- This method given in 220.82 applies to a single dwelling unit, whether
it is a separate building or located in a multifamily dwelling.
Qty: Watts:
Square footaae: 3857 3
- Article 220.82 (13)(1) General Loads. The floor area for each floor shall be
computed from the outside dimension of the dwelling unit. The computed
floor area shall not include open porches, garages, or unused or unfinished
spaces not adaptable for future use.
Portable apaliances:
Kitchen circuits 110 volt
Microwave
Washer
Laundry
Trash compactor
Whirlpool
2 1500
1 1500
1 1500
1 1500
1500
1 1500
Fixed or stationarv aapliances:
Sump pump
Dryer 240 volt
Range 240 volt
Cooktop 240 volt
Oven 240 volt
Dishwasher
Disposal
Hot water 240 volt
Sauna
Hot tub
1 1176
1 5000
1 8000
8000
8000
1 1200
1 1176
4000
5000
83000
Total general load (watts) ...........................................................
Less 100% of the first 10,000 watts ... ...... ............... ...... ...... ...........
Remaining watts .......................................................................
Remaining watts at 40% ............................ ................... ...... ......
Larqest HVAC:
Heating
Cooling 1 12000
Total:
11571 ?
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1500 t;
1500 0l
1500 ti
1500 al
I
117 9i
6 ?
5000 e?
8000 n1
el
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1176
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37123 d?
10000
27123
10849
12000
100% of the first 10,000 watts 10000
Remainin 40% 10849
Lar est HVAC load 12000
Total load watts 32849 / 240 volts 137
AMPS
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Building Standards
5800 Shier Rings Road
Dublin Ohio 43016-1236
Application For Residential Phone: (614) 4104670
cnroFnu?. Building Permit F?: (614) ?310-6566
Auditors Taxing District Pazcel Number -7 -U/ 7- a-
?
o
Subdivision Lot Number
U?O
p" Address of Pro
pe? 8-?U n C? fel) J4vo.n L?,u72
Applicant Name: Q-i/vq 4u%c 5 Inc_ Phone: ( - i E?S - ' 3 U U
Ccnt? a?c? (..? Pj 1,1 c. E-Mail: Cv?t SSh,?
uHe. Cv
C Owner Name: Phone:
¢ Uwner Address: ??ULvc (1 , U (l- Y- 3 U 6 S-
Q Contractor Name: Phone:
ContracWr Address: Qr,/c Pv;,o-e< ( 'j o E?
?
Type of Improvement: )glNew House ? Addition ? Remodel O Deck ? Shed 0 Pool O Hot Tub
0 Screened Porch ?Other
Description of Work: N{ t.,/ 4u v.re
e
0 .
«.
'c°
? Estimated Cost of Construction: HVAC System Etectric
`j - v Type: )4A1ew 0 Existing ?s than 200 Amp
14
- O 200 Amp to less than 400 Amp
? Number of Bedrooms: T Fuel Type: 0 Oi( 0 400 Amp to less than 600 Amp
Q
N
t
l G
/
:
a
ura
as
L Number of Baths: 0 L.P. Gas Water
a
Building Height: 3ci/
? Electric
fl Solar -
Public Water
? Private Water
Fire Sprinkler: ? Yes ?to ? Other Sewer
Public Sewer
If yes, NFPA Ref. No. No. of Gas Appliances/[Jnit ?_ 0 Private Sewer
The owncr of this building and the undersigned, do hereby covenant and agree to camply with all the laws of the State of Ohio and the
Ordinances of this jurisdiction, pertaining to the building and the buildings, and to constrnct the proposed building or structure or make
? the proposed change or alteration in accocdance with the plans and specifications submitted herewith, and certify that the information and
? statements given on this application, drawings and specifications are to the best of their knowledge, true and correct.
?
c
5
-kcL
?
Applicant's Printed Name Applicant's Signature
Area: Application Number: Date Received:
Basement: ?3 ? 3 ?1,?, • aoo?-l ? RECE I VE D
lu Floor:
MAF 1 Il 2008
d
2nd Floor: / 91(v U Issuing Authority:
? BUil_DING DIViSIGN
p Garage: '? D O Issuing Date: i ?•
"'t CI?-r? OF DU B LI N
Deck: Edirion of the Residential Code:
Other: 1%0S ?1h xO / ?C Q
-- rX_ ,. . % cv
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number . .... 08-00200217 Date 4/21/08
Revision number . . . . . . . 1
Property Address .. .... 5800 GLENDAVON LP
Parcel Number: 274-001252
Alternate Address: BALLANTR.AE 6-1 #506
Application type description RES SINGLE FAMILY DETACHED
-----------------------------------------------------
-----------
------------
Application desc
sq footage 5941
--------------------------
---------------------------------------
-----------
Property owner . . . . . . .
Contractor . . . . . . . . . COMPASS HOMES INC.
-----------------------------
-----------
------------------------------------
Permit . . . . . . RESIDENTIAL BUILDING PERMIT
Additional desc . .
Permit Fee .... 540.00 Plan Check Fee .. .00
Issue Date . . . . A.;kk,0 p Valuation . . . . 0
Expiration Date . . 10/18/08
Qty Unit Charge Per Extension
BASE FEE 140.00
10.00 40.0000 RES BLDG PLAN REVIEW
--------------------------- 400.00
-----------
--------------------------------------
Permit ...... RES HEATING, VENTILATING, A.C.
Additional desc . .
Permit Fee .... 360.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 10/18/08
Qty Unit Charge Per Extension
BASE FEE 60.00
10.00 30.0000 RES HVAC
---------------------------- 300.00
-----------
--------------------------
Permit ...... -----------
LOW VOLTAGE ELECTRICAL PERMIT
Additional desc . .
Permit Fee .... 140.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 10/18/08
Qty Unit Charge Per Extension
BASE FEE 40.00
10.00 10.0000 RES ELECTRICAL LOW VOLTAGE
----------------------------------- 100.00
-----------
--------------------------
Permit . . . . . . ----
GAS LINE PERMIT
Additional desc . .
Permit Fee .... 70.00 Plan Check Fee .. .00
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 2
Application Number ..... 08-00200217 Date 4/21/08
Revision number . . . . . . . 1
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 10/18/08
Qty Unit Charge Per Extension
BASE FEE 70.00
----------------------------------------------------------------------------
Permit . . . . . . WATER PERMIT
Additional desc . .
Permit Fee .... 1700.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 10/18/08
Qty Unit Charge Per Extension
1.00 1700.0000 EA t+VATER DUBLIN .75" WATER TAP 1700.00
----------------------------------------------------------------------------
Special Notes and Comments
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPQNSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
Air conditioning units are NOT PERMITTED within
REQUIRED Side or Rear yards.
Screen ALL Mechanical Units & Service Structures to top of
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410-4600
DIMENSIONAL SHINGLES REQUIRED.
POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED.
Front yard trees are required on every single family lot at
the quantity and size specified. The trees to be planted
shall be an approved front yard tree as listed in Appendix H
(Approved Front Yard Trees for Dublin, Ohio) and have a
minimum trunk caliper of no less than 2 inches. Trees shall
be located in front of or along any front-facing facade of
the home, no closer than three feet to a side property
line. Corner and through lots shall meet these requirements
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 3
Application Number ..... 08-00200217 Date 4/21/08
Revision number . . . . . . . 1
------------------------------------
Special Notes and Comments --------------------------- -------------
on all street frontages.
MINIMUM YARD TREES REQUIRED ON ALL STREET FRONTAGES
Lot Width Front Bldg Tree Size and Quantity
Setback
Up to 59.9 ft Less than 20 ft 1 small tree
20 ft or more 1 medium tree
60-90.9 ft Less than 20 ft 1 med tree + 1 sm tree
20 ft or more 1 lg tree + 1 med tree
91 ft or more Less than 20 ft 1 lg tree + 2 of any size
20 ft or more 2 lg trees + 1 of any siz e
*** IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED
OR SUSPENDED FQR MORE THAN SIX MQNTHS, THE APPROVAL OF PLANS
OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALID.
TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF
REQUESTED BY THE OWNER AT LEAS T 10 DAYS IN ADVANCE OF
THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A
$20.00 EXTENSION FEE ***
------------------------------------
Other Fees . . . . . . . . . ---------------------------
RES BLDG INSPECTION -------------
550.00
RES CERTIFICATE OF OCC 30.00
SEWER DUBLIN 2000.00
SEWER COLUMBUS 3044.00
SEWER INSPECTION FEE 120.00
------------------------------------
Fee summary Charged
----------------- ---------- ---------------------------
Paid Credited
---------- ---------- --- -------------
Due
-------
Permit Fee Total 2810.00 .00 .00 2810.00
Plan Check Total .00 .00 .00 .00
Other Fee Total 5744.00 .00 .00 5744.00
Grand Total 8554.00 .00 .00 8554.00
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Date ?a c) ? Application Na O? 2oD { 7
APPLICATION FOR ELECTRICAL PERMIT
Job Address Parcel No.
Subdivision "?vo Qprc Lot No. 2-A -(::)o`Z?2
Owner Nam 1'elepho
Contractor Name Teleph n
ContractorAddress Dublin Registration No. Residential:
New Sq. Ft. Alteration/Addition S Ft. /
. /
Temporary Service $40.00 .......................................................................................................................... ?
$40.00 Minimum plus $20.00 for each additiona1500 Sq. Ft. or fracrion thereof over 1000 Sq. Ft.
Low Voltage Systems: Square Feet
$40.00 Minimum plus $10.00 for each additiona1500 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
Commercial:
New Sq. Ft.
Alteration/Addition Sq. Ft.
Temporary Service $60.00 .......................................................................................................................... ?
$60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule)
Low Voltage Systems: Square Feet
$30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.)
JOB DESCRIPTION S
3% State of Ohio Surcharge (commercial only)
Total S
This perrrt is granbed on the eM+ess oonditan that the said work shall in aa respects, oonforrn fio the adinanoes of the Cihr af
Dubtin, all the laws of the State and the National Elecaic Code regula6ng oonstruction, instalk?fion, repair and afteration,
and may be revoked at any time upon violation of any provisions of said laws.
Signature of licensed contractor or homeowner
Division of Building Standards
ci
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d? fn U. tL fA 1L 0..' d ? W W fn ? d (7 ... ? ti N tL
CITY OF DUBLIN 5800 Shier Rings Road
Dublin, Ohio 43016
Division of Engineering Phone: V/TDD 614-410-4600
Inspection Line: 614-410-4680
Fax:614/761-6506
" DO NOT REMOVE THIS SHEET FROM SITE
PLEASE PRINTALL INFORMATION
Applicant: Cam,pa55 46trw S Company:
Site: Cy(.C4d0.\faln Lt''
(Provide Detail Plot Plan of Lot) ",.
Lot No: ?js,?(c, ApPlicatiarr Na: 6-?M21"J Subdavismn: ?1?Gnlra? ?'
?.
? No Violations/Inspection Approveti
? Uivlations/Disappraved
For Conditional Occupancy
?1(}. Adjust Manhole to grade (Sanitary/Storm)
? 2. Improper Approach
(Ord. 12-89, Sec. 153.210(A))
? 3. Adjust Water/Gas service box to grade
? 4. Adjust Inlet to grade
?.,?...
i? ? 5. Erosion Control/Sod or Seed
(Ord. 40-98, Sec. 53.090 (G))
? 6. Replace Damaged Asphalt
(Ord. 35-74, Sec. 97.37 (A & B))
? 7. Handicap Ramp (Install/Replace)
(ADA Specification)
(Sec. 152.70)
? 8. Replace Damaged Curb, 5 ft. Minimum Sections
(Ord. 7-75, Sec. 150.038(C))
? 9. Replace Damaged SidewalWBikepath
(Ord. 35-74, Sec. 51.04)
? 11. Rebuild Manhole Throat (Sanitary/Storm)
(Ord. 59-74, Sec. 51.04)
? 12. tmproper Grading
(t7rd. 7-75, Sec. 150.040)
?13. Clean StreetJC{ean Sidewalk
(Qrd. 7-75, Sec. 150.039(J))
(Q.R:C. 723.011)
?14. Adjust Watch Valve to Grade
(MainlinelFire Hydrant)
?15. Install Grade Stakes
(Policy 98-027)
[g16. Submit "As Built" Plot Plan
(Policy 98-027)
?17. Driveway Exceeds 8% Maximum Slope
(Policy 98-019)
?18. Remove Erosion Control Measures
Comments:
Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final
Inspection must be approved priar to requesting an Occupancy Inspection by the Building Division.
Inspector:
(0"'' Re-Inspection: ?_Approved lY6e- ? Disapproved GNEonditional e?,8=68 hotse ?acl?ec? ?,.p
`
Inspector: Date: /015
Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP
? 1. Clean Curb & Gutter
(Ord. 28-98, Sec. 97.38)
V i, r O CES
5?'., dler Court
OH 43082 +u ? ?
5oyssinc@a?•com
'14) 895-1922 q-
'ax (614) 895-1949 G I N ti?
895-9549
HOUSE S'fYLE r?T TRi TN -
a-rv oF FRANKLIN
?_ Q ? 5?
506 BALLANT?E SEC. 12 6 4 PT. 1 ? oRN CK co. oF
. ?1?8(? ?_ pATE
IBDIVISIONti DATE pAGE _--?'-i"
? PB. 108 PG• 39049C
COMM. PANEL 2 INCH
? ZONE _--------'-' 5IINIMIYt?UM YARD TREFS RF. UIRED ON ?LL Trc ???? ucn An
Fronl &d &fb.ck ?S OT INSTALLATION
Aw 1,o1W
??1..A1' Up a 59.9 fKt !su Wn 30 feet I ertnll vee
JM$ 7oketormorc Imcdiumme THEHOUSE.
60-909 faI u,s w? so r«t ?^,cai?"' EgjFIED BY
s: IaL DEC]
? ?y crtt a I medium uu
WILI zor«?o?? ii -.z--n-
91 fttl or murt Uu Ilun 20 ket j la a 1 Irte of en e'rtt
PLA( ?a???o,?e?....,...., •------- ?/ ?
THEUl??vri,vu,..?.,,., ? ?.,v.- 938.50
CATCH BAS1N " 100.00 ?
T.C.= 938.00
I HEREBY CERTIFY THAIIHE 20' EA
GRADE ELEVATIONS SHOWN ON
THIS PLOT PIAN ARE THE _____ ______.
RESULT OPERFORMED'ON S
?J
DPTE
SURVEVOR OR BNLDER SIGNp?URE
507 ? o
F.F = 943.60 ? ?
?
940.50
?
?
25' NO BUILD ZONE
__----- ---" --- ?
65.00'
31.00'
?;,.u?• ?
<
xaA ??
J
rnmg'
?om
?zv
m =+ c
c?A
?
a J
<ii.o's/c<
?vrn -
A p W
<
26.00'
942.74
L?06
?
F.F. = 945.43 " J /° ?
T.O.B. = 944.53
?,/ BASE = 936.03 ? 15.00'
0
? ?lA 9•0
4?° 943.10
? Jo a.o N i .o
J N
? 12.66n?
505
J F.F = 942.50
O ?
?
AIC LTNIT
?NoT ENC-?
?
? ,/
LAG. LINE
=i_ J
SLOPE=
4.4 %J
16.00'
31.00'
I 20' EASEMENT?
SE 932T70P?
?2' 5IDdW?-K
EASEMENT
-`-?7.o' sIC /
--' J FIRE HYllKtkiv 1 v ?
941.10
9wf. 0) (BMC) NO PARKING ? - '48
?-- ? ?
0 0 GLENDAVON LOOP 50
iNDICATES MAJOR
BUILDER TO MAINTAIN? FLOOD ROUTE
EROSION CONTROL , pj,OT PLAN? ?pnPe?from I
; gUILDERS TO PROVIDE ? _?? hn, the foro6oi-6 P?T P
TION DLJItING A?'L W e h?bY rovidad bY ?e end datn obtain ed fi?m Engina?d
PRO
REE ''EC a?;o? v
NpTE OF CONSTRUCTION. Client
SERVICE 5IZE = 3/4": • n cn? c?_! __??f«?'° ?°i`
i-IAS ,?so?,,,
ES ?NO?: WATER SubdivisionPlen. ThiaPlotPlanisa?? Y """, ???????..
P?tpose of obtaining a bufldin? ?e use of the Plot P; ?( or?nY
other ? is strictiy Prohib!tcd. .
SQUP,RE FOOTAGE DATA 3
ENG11vF:FRi??'Mr
FORHO?dEBUIIDERVRICiNG??`?nw+ cuaaoses anY 7PIlAN('F. 11L.o - ?.{tVOfnptllii1 Ov
/? _ZVV /• ??
0 0 w""` -- 'v -- OVFD AS NOTF.D
Lor 1?- A/PyPR
Z7?OO SERV.WALK? VI 1 O? ??, '
HWSE OO
??-
?? 13? soo cov. B
197.0
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
RESID
This is to certif?that I
described below and
ADDREss: 5eco &&p4m' txP
PERMIT
I the residence
r occupancy. ;=?
, ?, ,
No.. _e/2cWl
BY: -5?a FINAL INSPECTION DATE: f//I ??`?
Nna= 'G^-&ti& Ta Av?XOs Rt423e fmA(lr &12?K6-L='71 vN M, ?.. 517)fIRS r'a S?IT/?V'?! /hetk ra 44A2,?S-S SA'?"iE /SSvE.
- .,.: -.. , , -- , . ,.,.. 1 _ , 1 , , _ :... ... ..... _. . . . , 1 . „
SEP-09-2008 08:22 P.01i01
?
5750 C;hZndl.cr Court
WcStcrvillc, UXT 43082
9901-08C
V,-Mai'.: hoye.sinc@aol,coin ?'1 ? ? Urder No.
I'lionc (614) 895-1922
irvc,y Fax (614) 895-] 949
%-nnslruction Fax. (6I4) 895-9549
G f N ?_ ?v
CUMPASS IIUMI:S coUNN oF: _- j"R.ANKLIN ----I.ENDER
CERTIFICD TO
CiUYER
C'A"I?CI L IiASCN
(lN C'012NF:ft
P.B. 108 _.PG, 2 l-...,,..OR.ID.B. _ PG. _----- -..
SCALE 1 20' DATE
Y 00.001
20'E nsl::Mi:mr
C0;'
Ln
9-4-08 ..,? oRrv K13Y ?H -- ?J I l --
-??-- ------ --w---------_.._-.r.-.-._]--- ------- -----W ----- _:-_. -----------= ----
506
RALLANTRnF: SEC. 6 PnRT 1
DU}3.l;CN, 0I110
940.40
940.50
Q
0
?
507 ~
941.00 `?
941.SU
f`
,
,
25' Nn I3U1.L1) 7(.)NII-.
943.10 U
939.90
. 93c).6 0..l
0
?
?? ??'ORY 15. P 505
S"CC)Nl: & STU('(:() r-------- -'
?
sgao
nI.ACKTUP M
I).R1VF S,H' od
° 3.?'
?
?i
? ?
y 5.4' S.?'
943.10
943.00
-------- -----=------- 3 1.0'
c"rn
- 10.(1'
Cc:?VI?R1?.1)
C'C1'N(:'kl 71..
30' T3LDC1. LIN1?
93K.?(1_?
938.3()
94().fiQ
----------------...,.w..-.,-.-------
2fl' I:11SLMF:N7'
94 ]. 4U
1()0_QO
?' S[I)1?.?',?11.?k
?1?.AS, I:MI:N'I'
;..?-
.940,70
941.50 r?.
' <; ?:?r y
GLEN DAVON L00 P 50
Wc hcrchy ccili['y th:?t thc liirc.goinq MQR'1'GAGC I,OC'A'['ION SURVIiY w,ls pt'Cpal'od ip pe4oril;mtu with Cluipter47t3-3h, Oliici `.?
AdilliniStl':1tivc C:ode, altd is ?1nt a Uaund:trv .,urvcy pursuanl ln (:hstplCr 4733-3%. Qltiu Adniiithilnilivk: (;odc.. 'fliis plal i; pr4parri l llor inurl,?.ipC
luun .mJ iitlc pwprnac otily aiid is iiut io bc const nicd as having bccn prclru'cd i'or thc uwnu• cir l'kir lhc usc iaf thc uwucr li+r nny pwpus-cs.
?'tNQF iaqj
TH(S PROPERTY iS LOCATEQ IN ,.???P "? ?'? '•
= h STEYEN ? '
r-Looo zoNE X = J.
= • HaY
COMMUfVITY PANEL 39049C,,,,,,,..,,,?.?,.,?,_. = 7313 ,
c'
PAGE 0 1 O$-G DATE cK. _2_9S _T E3y
?.?,...4..?:.,:..:.,.,..???„i??..?.,,:acn? uceunn??•.?....,
TOTAL P.01
CITY OF DUBLIN
Division of Building Standards • 5800 Shier - Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number: g" -Zao'Z! 7
SURVEYOR
BUILDING LOCATION AND FIRST FLOOR ELEVATION
CERTIFICATION FORM
I, the undersigned, do hereby certify the following location of building and elevation of top of the
foundation wall at the referenced property. It is the builder's responsibility to insure that the
location and elevation of the top of the foundation wall plus the first floor system, as per the
approved prints, comply with the site plan approved by the City of Dublin (in reference to the
City of Dublin Codified Ordinance 1305.02(k)).
Propertv Owner: COMPASS HOMES
Subdivision:
Lot Number:
Ballantrae Section 6 Part 1
506
Address: Glendavo Loop
Approved Foundation Elevation
Actual Top of Foundation
Professional Seal:
944.53 Feet above mean sea level.
944.60 Feet above mean sea level.
Signature of Surveyor:
5/2/2008
Date
This form is to be completed prior to the foundation inspection and must be made available on-site with
the approved prints.
_. ? .
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Date 7-7 `09
APPLICATION FOR ELECTRICAL PERMIT
Job Address 66ifoj PRUON ?,Of Parcel No. dAcuC?)_
Subdivision 5AU1&"T? Lot No
?d 6
Owner Name ??• ( v Telephone
Contractor
Contractor Address
Application No. 01`.l ' ??C_A , ':)
Dublin Registration No
Residential: !59 4 k ?
New S9• Ft. _Sr?l/CJ? AlterationlAddition Sq. Ft.
...................................................... .............................. ?
Temporary Service $40.00...........
$40.00 Minimum plus $20.00 far each additional 500 Sq. Ft, caz fraction thereof over 1000 Sq. Ft.
Low Voltage Systems: Square Feet
$40.00 Minimum plus $10.00 for each additiona1500 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
Commercial:
New Sq. Ft. Alteration/Addition Sy. Ft.
Temporary Service $60.00 ..........................................................................................................................
$60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule)
Low Voltage Systems: Square Feet
$30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.)
3% State of Ohio Surcharge (commercial only)
Total $
JOB DESCRIPTION IAJlI-ft, &&?
This permit is granted on the express condition that the said work shal ' all respects, conform to the ordinances the City of
Dublin, all the laws of the State and the National Electric Cod e tin nstructio installation, re ? and alteration,
and may be revoked at any time upon violation of any p isio9of law? , p
Signature of licensed contractor or homeowner
Division of Building Standards
Date: 1/1/2001
.
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number ..... 08-00200217 Date 7/07/08
Revision number . . . . . . . 1
Property Address ...... 5800 GLENDAVON LP
Parcel Number: 274-001252
Alternate Address: BALLANTRAE 6-1 #506
Application type description RES SINGLE FAMILY DETACHED
----------------------------------------------------------------------------
Application desc
sq footage 5941
----------------------------------------------------------------------------
Property owner . . . . . . .
Contractor . . . . . . . . . COMPASS HOMES INC.
----------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Permit Fee .... 240.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 1/03/09
Qty Unit Charge Per Extension
BASE FEE 40.00
10.00 20.0000 RES ELECTRICAL SERVICE 200.00
----------------------------------------------------------------------------
Special Notes and Comments
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
Air conditioning units are NOT PERMITTED within
REQUIRED Side or Rear yards.
Screen ALL Mechanical Units & Service Structures to top of
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410-4600
DIMENSIONAL SHINGLES REQUIRED.
POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED.
Front yard trees are required on every single family lot at
the quantity and size specified. The trees to be planted
shall be an approved front yard tree as listed in Appendix H
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
4
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 2
Application Number ..... 08-00200217 Date 7/07/08
Revision number . . . . . . . 1
----------------------------------------------------------------------------
Special Notes and Comments
(Approved Front Yard Trees for Dublin, Ohio) and have a
minimum trunk caliper of no less than 2 inches. Trees shall
be located in front of or along any front-facing facade of
the home, no closer than three feet to a side property
line. Corner and through lots shall meet these requirements
on all street frontages.
MINIMUM YARD TREES REQUIRED ON ALL STREET FRONTAGES
Lot Width Front Bldg Tree Size and Quantity
Setback
Up to 59.9 ft Less than 20 ft 1 small tree
20 ft or more 1 medium tree
60-90.9 ft Less than 20 ft 1 med tree + 1 sm tree
20 ft or more 1 lg tree + 1 med tree
91 ft or more Less than 20 ft 1 lg tree + 2 of any size
20 ft or more 2 lg trees + 1 of any size
*** IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED
OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS
OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALID.
TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF
REQUESTED BY THE OWNER AT LEAST 10 DAYS IN ADVANCE OF
THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A
$20.00 EXTENSION FEE ***
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 240.00 .00 .00 240.00
Plan Check Total .00 .00 .00 .00
Grand Total 240.00 .00 .00 240.00
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
?r
° CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County)
Application No. ?? • ??Q? ? ?
Date
;MVew ? Remodel )gResidential ? Commercial
APPLICATION FOR PLUMBING PERMIT
The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with
Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health.
z4Z-001a'SV-00
Parcel NorAFV
_ Lot No. A'O 4
Telephoned/y ? ?83d 0
Telephone&_4-?d_ ga!93
m Number 408-3019
Of what ftt"?1? pipes consist?
This form must be properly filled out and retumed to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION,
accompanied by a fee calculated upon the following basis:
WATER TANK REPLACEMENT FEE $35.00
RESIDENTIAL COMMERCIAL
Application for permit & first fixture .. ........: ................ $50.00 Application for permit & first fixture.............................. $60.00
-?L_ Number of remaining fixtures X$10.00 =$3101? Number of remaining fixtures X$12.00 =$ -
Total Inspection Fee ........................ ......... ................ $?•00 Total Inspection Fee ............................................... $ _
Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00
Qty.
Air Admittance Valve
*Backflow Preventers "
Bath Tubs
Bed Pan Washers
Bidet -
Chemical Sinks "
Dental Cuspidors -
Dilution Sum -
Dish Washers
Drinkin Fountain "
Floor Drains
Garage Catch Basin -
Division of Building Standards
Qty.
Showers
Sterilizers
Sump Pump
Tra Primer "
Urinal -
Wash Fountain -
Washing Machine
Water Closets
Water Lines /
Water Stora e Tank
Other
GRAND TOTAL
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number ..... 08-00200217 Date 5/21/08
Revision number . . . . . . . 1
Property Address ...... 5800 GLENDAVON LP
Parcel Number: 274-001252
Alternate Address: BALLANTRAE 6-1 #506
Application type description RES SINGLE FAMILY DETACHED
----------------------------------------------------------------------------
Application desc
sq footage 5941
----------------------------------------------------------------------------
Property owner . . . . . . .
Contractor . . . . . . . . . COMPASS HOMES INC.
----------------------------------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . .
Permit Fee .... 360.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 2/13/11
Qty Unit Charge Per Extension
BASE FEE 50.00
31.00 10.0000 EA RES PLUMBING >1 FIXTURE 310.00
----------------------------------------------------------------------------
Special Notes and Comments
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
Air conditioning units are NOT PERMITTED within
REQUIRED Side or Rear yards.
Screen ALL Mechanical Units & Service Structures to top of
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410-4600
DIMENSIONAL SHINGLES REQUIRED.
POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED.
Front yard trees are required on every single family lot at
the quantity and size specified. The trees to be planted
shall be an approved front yard tree as listed in Appendix H
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 2
Application Number ..... 08-00200217 Date 5/21/08
Revision number . . . . . . . 1
----------------------------------------------------------------------------
Special Notes and Comments
(Approved Front Yard Trees for Dublin, Ohio) and have a
minimum trunk caliper of no less than 2 inches. Trees shall
be located in front of or along any front-facing facade of
the home, no closer than three feet to a side property
line. Corner and through lots shall meet these requirements
on all street frontages.
MINIMUM YARD TREES REQUIRED ON ALL STREET FRONTAGES
Lot Width Front Bldg Tree Size and Quantity
Setback
Up to 59.9 ft Less than 20 ft 1 small tree
20 ft or more 1 medium tree
60-90.9 ft Less than 20 ft 1 med tree + 1 sm tree
20 ft or more 1 lg tree + 1 med tree
91 ft or more Less than 20 ft 1 lg tree + 2 of any size
20 ft or more 2 lg trees + 1 of any size
*** IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED
OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS
OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALID.
TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF
REQUESTED BY THE OWNER AT LEAST 10 DAYS IN ADVANCE OF
THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A
$20.00 EXTENSION FEE ***
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 360.00
Plan Check Total .00
Grand Total 360.00
.00 .00 360.00
.00 .00 .00
.00 .00 360.00
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
d/2tMr?
bi..
???L
0111111i r?Mrom:
Engineering eJob
7/17/2008
This eJob is prepared exclusively for:
Dealers Lumber Co.
200 Kintner Parkway
Sunbury, OH 43074
Work Order: 506 bal
Job Customer: COMPASS HOMES
Job Name: CUSTOM
Job Address: 5800 GLEN DAVON LOOP
DUBLIN OH 43016
Truswal ID: T304994.J331210
I hereby verify that this document was prepared by me or under my direct supervision and that
I am a duly Licensed Professional Engineer. I am responsible for the design of each
component detail only -- not for the proper manufacture of the components.
This document is no longer valid if any modifications are made to it.
Truswal Systems Corporation
220 Westway PI. Suite 200
Arlington, TX 76018
800-521-9790
Engineering eJob
7/17/2008
Table of Contents
Page No. Truss Label Page No. Truss Label Page No. Truss Label
1 T1 D 2 T6 71 3 T6-REP
Page 1
Truswal Systems Corporation
220 Westway PI. Suite 200
Arlington, TX 76018
800-521-9790
b?
?rRu'5VZhL
9111"'"" ''" srznma
Engineering eJob
7/17/2008
Truss Engineer Design Responsibilities
The engineer's signature on this design certifies that the individual component depicted, if built
with the materials and to the placements and tolerances specified, will bear the loads shown
on the drawing. Users of the component are responsible for determining that any as-built
component conforms to the design. The loading and dimensions specified have been provided
by others and have not been verified by the signing engineer. The building designer is
responsible for determining that the dimensions and loads for each component match those
required by the plans and by the actual use of the individual component. The building designer
is responsible for ascertaining that the loads shown on the designs meet or exceed applicable
building code requirements and any additional factors required in the particular application.
The engineer's seal on the attached component designs indicates acceptance of professional
engineering responsibility solely for the design of the individual component assuming that the
loading and dimension requirements are as represented to the engineer. The suitability and
use of this component for any particular building is the responsibility of the building designer in
accordance with ANSI/TPI 1-2002 Chapter 2. The engineer certifying this component is not
responsible for anything beyond the specific scope of work set forth above, including but not
limited to, the loading factors used in the design of the component, the dimensions of the
component, the transfer of lateral loads from the roof and/or forward to the shear walls down to
the foundation, connection of the components to the bearing support, the design of the bearing
supports, the design and connection to the shear walls, the design of temporary or permanent
building bracing required in the roof and/or floor systems, transfer of vertical loads down to the
foundation, the design of the foundation or analysis in connection with the roof and/or floor
diaphragms of the building. This is a high quality facsimile of the original engineering
document. A wet or embossed seal copy of this engineering document is available upon
request.
Truswal Systems Corporation
220 Wesfinray PI. Suite 200
Arlington, TX 76018
800-521-9790
Engineering eJob
7/17/2008
Required Details*
Other Available Details*
ftp://140:truswalQ ftp.truswal.com/DesignsDetails/CO/AltBrace.pdf
ftp://140:truswal@ftp truswal com/DesignsDetails/CO/EvaluationReport1607.pdf
*Sealed versions of these details are available upon request.
Truswal Systems Corporation
220 Westway PI. Suite 200
Arlington, TX 76018
800-521-9790
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July 24, 2008
Mr. James McAlister
Compass Homes
10612 Churchill Drive
Powell, OH 43065
RE: 5800 Glendavon Loop - Lot 506 Ballantrae
Furring Out Stud Bearing Wall
Korda File: 2008-1002.01
Dear Mr. McAlister:
This letter will confirm the following alteration to the framing for the residence at
5800 Glendavon Loop. Tt is acceptable to support the T2AA roof trusses on the furred out portion of the
stud bearing wall. The wall is furred out with 2 x 4 members flat against the original stud wall with a
2 x 4 stud located directly below each iruss and in line with TJIs in the floor below. This modified wall
system will safely support the 2,000 pound reaction from the roof truss above.
If you have any questions or require any further information, ptease do not hesitate to eontact me.
Yours truly,
ICORDA/NEMETH ENGINEERING, INC.
:
n o Consulting Engineers
a
y
a
5f
Patrick W. Carney, PE
PWClarm
Korda/Nemeth Engineering, Inc. - Consulting Engineers
1650 Waiermark Drive. Suite 200 • Columbus. Ohio 43215-7010 • TE€_ 614-4871650 - F.1X 614-487-8981 -;r:?EB www,korda,com
?Jul. L5. Li!(I? 1i:QF,H?'I Dea.lcrS F1 0 P. l
200 KINTNER PARKV'VAY
SUNBURY, OHIO 43074
(740) 965-9663
(740) 965-9695 FAX
FacsfiiOe transmuttal
To: Faz:
From? /41Q zc
RE:
DA'f E: '
NOTE:
? Urgent O For Review ? Please Comment O Please Reply O PleasA Rocycia
,
TOTAL NUMBER-' OF, PAG?ES,'
. . . • • . . . . • . . . . . .
--
:'"'
tul. 11:OfiHVi DFalPrs N?o, 0 1 )0 P. 2 IV1ember Calculations Report
Dealers Lumber
200 ICtntncr J'arkwa}'
Sunbury, UH 43074
740-1L5-9GG3
744-965-9695
r.crcl Nr.me: h1ASTE.R DCDROOM i.IEVEL
AppGcation: Tloqr ,
3
4' 4 114"
Design Date: 7?7512005 10:;7;2? ARi
Scacus: Ready to Plot
Non-ltcxidtntiaL• No
4' 4 1 /4"
Report llarc: 7/25/2005 10:i7:56 A11t
Obiect: Droa Beam 433
General:
Prutluct: 3 1!2" x 7 1i4" 1.3F. TimbcrStrand LSL Plics: 1
Ileflection Critcna; Standard, Livc Load L/360, Cotal Load Ll240
A{cmba Wciehl (pIf) par plp: 7_4
Uesign Valuc Cuntrul Valuc
Moment (rt-Ibs) -2$95 5'32
:ihear (Ibs.) -4141 7782
l.ive Load Dcfleetion .04" t5"
Total l.oad llcflcction (°) 0 ?" 22
R.eaction (lbs.) 24=19 :t:70
?3esrin?s:
Bcarmg Location tnpii[ Lcngch
I Wnll 41 4 8' S 1/2" 1 I,2.,
? Wall # 27 4' d 1 i'4" 4 1/2„
W al I# 32
3
(1
I I/2
Reactions:
,1s:::urr,cd 20cmhcr \4'eigltt (plf): 14
(,uc;ition Dcad I.oad Live Load I ulal Liiud lJpiil't
1((bs.) R. $ 1/2" 1253 1207 144D
2(1 bs.l 4' 4 1/4" 3362 2772 6134 0
>(Ibs.) U 1203 1114 2312 n
Loads:
Rucrf Lnad Duraunn hactor 1159b
Load Lc,cation LivC DCad
Uistributcd fplo ti' R 1/2" to 8' 7" 0 to U 117 9 tp 117.9
Dratributed (pif? 4' ;" tc+ 4' fi 1/2° q to 0 117 9 to I 1?.9
Di;[rihuted I:plf1 I li2" to O 0 tq Q 117 9 t0 1179
ni;;[nhuted (plf) 8' i" To 4' 6 112" 11 u? 0 117.9 to 117 , 9
Distribuced (pli) 4' 2" [n ] 1 J2" 0 to 0 117.9 Ln 117.9
f);stribuced (plf) 3' 7" to R' S 1/2" 524 6 to 5216 496 ? fo 496 ?
D?stributc? (plt? ?' 63+'S'. to S' 7" 524.6 to 524.6 496? co 496 7
Scc itevelgl
I?'ramer's Pockc[ ('iuidc 2ur ?
Product Trademark Information
Rcsuit
Pa.,sed
Passcd
1'a,sscd
Passcd
T'asscd
heqi.ured Length
C I /2"
4 1/2"
1 1!2"
lypc
RUUf
T:oof
Rt>af
Rtanf'
RUOf
Itoof
l:oof
T.T-X?xrt 0 45 (9694) A ('a5e 1 SOr; 13?Il??ntrac_ cnd_flr hn?e rc?_7 16 8.10B
_
+--?-
i u1. 2 5. L0 (J? I I ;Il)Al D fz.1 FrS N0. 6 19 i) F. 3
Dc:sirn Dxtt: 7!2>12008 I0:57:27 AM Report 1)atc: 10fi12003 10:57:56 AM
Uistributed (.plfl O tt> 1 1!2" 52st b u•p 524.6 496.7 ta 496 7 Roof
1:1istCihulOd (plf) 1 Ir'2" tiU 3' 0 -' /s" 524.6 [0 524.6 496 7 f0 496.7 RUOf
Conccnuattd (lbs ) -' ' 6 3!8" 1115 1085 RUOf
Concantrarcd (Ibs.) 7' G 3!8" 1 1 15 10$5 Raaf
Di,tributed (plfj t) to 8' 8 1/''l" 26.7 to 26.7 I3-i tcr 133 floar
Notes:
D?.Stgn Medlodalagy ASU
1?1PUR'T.'?.N7! fhe analyms prcscnred abov e is nutput trorn ;oftwarc dcvclop :.d tay iLcvcf?xi ,1llowflble pruduct valucs shnmvn are
in accordnncc wi[h currcnt iLeveM rnatcrials aiin corJe acccptcd design Wa?ues 7'iic :;pecilic proeluct appk<uion, input design load;:
ant9 stated d'uncnsinns ha'4e bCC11 piOVI(ICd hY AthCfS, havt not heen dtcckcd [o r canf'ormancc with thc design dr°awings ot` tlie
buildinLy, and have not bccn rcvicwed by iY.mcl1i) L•ngineer3ng-
• See iLevel-? Frainer's Pocka Guide f<ir Prot{ucC Tr<iJ?rnark lnfonnacion
71-kpert 5.4: (*b`)d) A C'agc 2 506 B8II3[ISCae-acnd_flr_hole-rev_7 16 3..IGIR
Revision to Application for Building Permit
(Commercial and Residential)
Ci"EZ OF 11E: Btt-N..
Building Standards
5800 Shier Rings Road
Dublin, Ohio 43016-1236
Phone: (614) 410-4670
Fax: (614) 410-6566
This worksheet is for revisions to plans that have been assigned an application number and have
y
? been given plan approval by this department.
a?
u
?
O
Date:
??zy)ot
Revision Number.
Fee:
Q
o Original Application Number: 2 0 C) 2t -7
? Project Address:
?.
? Project Name:
•o Owner Name: C=,w?
a ?
Tenant Name:
Contact Name: N\a.,Ac Qwjy?Atv? Phone: 6t ??- 8 3a?
? Compan y Name: Lw-',pc-SS 14bw--2.? 'X?n G .
E
?n Address: 1 O(o l2 Fax: 61??-g$5"
\ O we?k d`-? 141 C? 6s E-mail: w,o.,At, @ Ca+M,A «SS k%?. c.sw^
Provide a comprehensive description of the revision(s) being submitted (please attach addirional informarion, if necessary):
w ?o !Vl,Q TG f1 /`Z L-uf_.S c- S ? Tz-
?
0
?
a
.
;.,
y
r
,
•
?
?•
0 ??
?1
w
. . .. . .;.. ,.,x:. . .._we?.. _._... .!.... .. . nK r .. v.3.>."
Check the types of revisions being submitted with this application:
,)IAxclutectural ?Structural 0 Electrical ? HVAC ?Plumbing ?Engineering ?Landscaping 0 Zoning
The owner of this building and the undersigned, do hereby covenant and agree to comply with all the laws of the State of Ohio and the
Ordinances of this jurisdiction, pertaining to the building and the buildings, and to construct the proposed building or structure or make
? the proposed change or alteration in accordance with the plans and specifications submitted herewith, aRd certify that the information and
?
AF statements given on this application, drawings and specifications are to the best of their owledge, tTo d wrrect.
?n
O'kWkt, Qrw+u.v? S ?? o v ?
ApplicanYs Printed Name Appiicant ignature
v
08 69:52 614-241-2080
.
EDWARDS
PAGE 02
&chitectuzal Review ComarWtte
plaxi? .Approval Not[ficadon
Lot Number: 506 Section: 6 Date: 2/26/0$
Address: 5800 Glendavon.Loo
Builder. Com ss Homes IuC.
Plans for the above refexenced Lat have been reviewed by the Ballantrac A,rchitectural
Review Committee for campliamce with:
¦ Archiuctaacal Diversity Srandard
¦ Extetior Materials Usagc
¦ Froat Yard Set Back Requitemeurs
¦ Site Plaa Requisements
Plans are approved as submitted far the above refearenced elements.
¦ No Further Approvals ltequired
Approval Certifed
.
Charles P. Dniscall, ember
0 Additional Appmvals Required as Follows:
Plans teviewed by Architectural Review Cammitree membe
¦ Aebotah,leurik-Goodrovta, Edwrards GolfCommrlaities, LLC ¦ GerryBird, llM.hiMc4Bird-I3oulc aadAssacranes
O:PeraFdw=da,,BdwaAds Ga,1f Comuaumities, ,L,LC O.dCeaxyReed, Lands=pe Arrhittec;Myets Schmalenbetger
M Chades P. Dd,co1l, ndwards Golt'Commuaia'es, LLC 0
?1x,?di??f ?ite, L?,adscp,pe,?l.rrli,irecr, B.ird?ov,k dE.?ssociares
? ,B,?i?n 1Cefal,rones, ,e?p?i[ece
?
Park d Reetatntutl Golf Commurrity
_ _4--
? •'9,08 b9:52 614-241-2086 EDWARDS PAGE 03
008 15:22 FAX 614 764'9814 BIRn RQUK COLLeB. Q002/003
U.l 1 V HOUK 600 creekside plaza
.,
=COLLABORATIVE ??na, ohio ?2ss
P. 614.415,0600
F: 614.418.0614
• ' www.birci-houk.com
Febnaary 28, 2008
Mr. Charles Driscofl Re: Lut 5O6
The Edwards Company Compass Hornes
495 South High Street, Suite 150 BalEarrtrae Galf Course Community
Columbus, Ohio 43215 dublin, Ohio
Dear Charlie: •
We have received the modifications for the above referenced home and they are consistertt with our
review. 7his house meets oir deslgn review Criteria and is approved.
This review does not superagde any and a[I requlremer?ts 2s s'lsited in the Dablin Gotf Course Community
Devslopment Text (Ballantrae) or any other zoning or building code requiremsnts.
If you wish to discuss any of these comments please give me a cali.
Very truly
MLSing "
n101311l506app
.
.
THE PU4i,E MAKERS, f architec*ure i piannEng ( urbsn desiqn I econom'scs
?
.. ? . . . ?,. = + ...
BALLANTRAE
ARCHITECTURAL REVIEW FORM
?
BUILDER: Corni)ass Homes INC.
LOT NUMBER: 506
tIOUSE TYPE:
GARAGE: 2 Car _ 3 Car X
GARAGE LOCATION: Frontload Left _
DATE• 1-4-2008 - -- - -
ADDRESS: 5800 Glen Davon Loop
ELEVATION: Custom
Right X /Sideload
SQUARE FOOTAGE OF LIVEABLE AREA: 3857
WINDOWS: Type• Single Hung_ Manufacturer Atria Color White
FRONT ELEVATION / PRIMARY TREATMENT: Stone & Stucco
EXTERIOR MATERIALS:
Brick: Yes No X Front Sides Rear
Stone: Yes X No Front 53 Sides Rear i
Color Autumn Blend Holcim N Light Buff
Stucco: Yes X No Front 47 Sides Rear _
COIOL -<_P bserff 5444M-PCL
Wood Siding: Yes 1?-j No X Front Sides Rew
Siding Color: Stain Color Gutters: Color _
Cementitious Siding: Yes No X Front Sides
Vinyl Siding: Yes No X Front Sides Rear
Shingles: Manufacriuer Elk Line Dimensional
Cielo Blanco-2003
Finish Vinyl
Manufacturer Color _
Manufacturer Dutch Oualitv
Finish Reitter Stucco & Supply
Stain Color
Rear Paint Color
Color
Color Weatherwood Shutter: Color ICI
Front Door: Color Dark Stain Garage Door: Stain
Blanco-2003
Chimney Chase: Material Manufacturer Color
D'uect Vent: Yes X No
? Attach one plot plan/site plan showing: proposed elevations (finished floor, pad, lot corners); side and rear yard
dimensions with setbacks; walks, drives, fencing, decks and walls proposed; easements and flood routing.
Attach one set of plans (11 X 17 format) and submit to Bird Houk Collaborative at the address below.
? Submit to: Bird Houk Collaborative at 600 Creekside Plaza, Gahanna, Ohio 43230
Phone: 614-418-0600 Fax: 614-418-0614 with a$150 review fee.
? Attach one plot plan/site plan showing: proposed elevations (finished floor, pad, lot corners); side and rear yard
dimensions with setbacks; walks, drives, fencing, decks and walls proposed; easements and flood routing.
Attach one set of plans (11 X 17 format) and submit to The Edwards Company at 495 South High Street, Suite
150, Columbus, Ohio 43215
Paint X Color Cielo
SUBMITTED BY: Compass Homes Inc. / Chad Wackler DATE 5UBMITTED: 1-4-08
ADDRESS: 10612 Churchill Drive PHONE: 6l(4-88?5-8300'
Powell, OH 43065 FAX: 614-885-8301
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A-3 COMPQSS? ?
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HOMES ?«??.?NL? „
FOR OFF?CE USE ONiY
RESIDE'NTIAL SITE PLAN REVIEW
;
PERMIT # D ?*(C- / UBDIVISION NAME ??/?f?) R?-
BUILDER'S NAME Q ? SECTION P LOT #CONTACT PERSO.. CURRENT ZONING
T LEPHONE # M 5-?' g '?tQ C
EW ? REhIODEL/ADDITION
?
? 25% EXPANS[ON ? SIGNIFICANT
Parkland Conveyed or Park Fee Paid
Subdivision, Section and Lot Number Shown
Street Name and R/W Dimensions Shown
Scale and North Arrow Shown
Property Line Bearings and Distances Shown
Building Lines Shown and Dimensioned
All Easements Shown and Dimensioned
? JECK/PATIO ? FENCE ? OTHER
XT
RIOR ALTERATION - Altering Projections and,lor Recesses
I
/ ?] Approved/I?TA
? r ? Disapproved
'
? ,?Q ppro?•ed/NA
) ? Disapproved
3?
provedNA ? Disapproved
>(?rproved/1'A 0 Disapproved
? ? l?1 ?Approved/NA ? Disapproved
G
yApproved/NA ? Disapproved
No Build/No Disturb Zones Sliown and Dittiensioned
?' . ?Approved/NA ? Disapproved
Approved/NA 0 Disapproved
Front Setback Confrmed or per Recorded Plat (1blinimum ??o !
-) Approved/NA ? Disapproved
Side Yards Verified (Nlinimum 7 "_ Comb ?51 MDBS ) Ap roved/I`1A ? Disapproved
Rear Yard Confirnled or per Recorded Plat (lIinimum o?S/
) Approved/N.A 0 Disapprovcd
Lot Frontage Confirmed or per Recorded Plat (Minimum )
Recorded Plat Liformatioii Verified by L G Date
Building Footprint Sllown and Dimensioned
I3uilditig Footprint Matclies Plans Submitted (Include Reverse Layout)
Bay Wiudows, Cantilt°vcrcd Portions of Build'tngs Shown
Decks, Patios, Covered Porches and Overliangs Shown and Dimensioned
Air Conditioning Units Shown
Accessory Structures Shown and Dimensioned
Fence, Wall or Satellite Dish ShoNvii (Separate Permit Required)
No Encroachments Shown
Driveway Shown and Dim nsioned per Code Section 153.210
? ? ed walks Required Shown
Tree Protection Required e-? Shown
Street Trees Required 1'e5 Shown 'e)
NIiuimum Caliper 2%z-Incti
Yard Trees Required on All Street Frontages
90-Foot Frontage or Greater -1blinimum 3 Yard Trees Required
Less Than 90-Foot Frontage - Minimum 2 Yard Trees Required
Nlinimum Caliper 2%-Inch
Distance From Side Properiy Line AIinimum 7 Foot
Located Within the Minimum Front Setback
Proposed Species Listed on Approved Street Trees List
PLAT RECORDED
Shown
0 Approved/NA ? Disapproved
XApproved/NA ? Disapprovcd
Approved/NA ? Disapproved
pprovecUNA ? Disapproved
?pprovecl/NA ? Disapproved
pproved/NA ? Disapproved
pproved/NA ? Disapproved
XApproved/NA , 0 Disapproved
0 Approv ?A\ p Disapproved
proved/NA ? Disapproved
i' pproved/NA ? Disapproved
proved/NA ? Disapproved
Approved/I`'A ? Di-Qpproved
?Approved/NA ? Di=approved
? Approved/NA ? Disapproved
? Approved/NA ? Disapproved
? Approved/N.A ? Di_approved
0 Approved/NA ? Disapproved
? Approved/NA ? Disapproved
? Approved/NA p Di:approved
? Approved/Na ? Di_approved
?
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4 . .
IV.
Review Services
March 18, 2008-Agenda
Page 2 of 4
Any Information Related to Upcoming Cases-P&Z, BZA and ARB
Upcoming Deadlines and General Communication
Review Services-
A. Project Name: Ballantrae
B. Presented By: Velma Coen
C. Issue: Consideration of EIFS on four sides of window to meet trim requirement of
wood for window trim.
D. Time Frame for Response: 03/18/08
E. Decision Rendered: Previously determined shutters can count as trim, any other
trim must be wood, the whole window has to be trimmed (on all four sides) when
header and silis are in place (Header and sills on two sides, trim on other two sides).
Response on 03198108-No.
Review Services-
A. Project Name: Tartan West
B. Presented By: Veima Coen
C. Issue: Clairfy if a"gated courtyard" in the front of ihe house meets the Text and/or
the fence code. Also ciarify the number of materials used on the same elevation.
D. Time Frame for Response: 03/18/08
E. Decision Rendered: The area acts as a landscaping decor and is within the
building setback. The detail shows a two foot decorative fencing and should
be permitted as a landscape amenity.
Second issue, is number of materials permitted on an e/evafion. As long a.s
the elevation meets the proposed elevations submitfed as part of the Final
Development Plan, it is not restricted to three material types.
U• Review Services-
A. Project Name: Bishop's Run
B. Presented By: Velma Coen
C. issue: Proposed layout of driveway.
D. Time Frame for Response: 03/18/08
?' , ? ? .
, ?... .._ _
3 0.
Chimney - Cantilevered or Shed-Type Prohibited
` CHithney Shoxm with Foundation 0 Approve i TA ? Disapproved
Chimney Extends Beyond the Eave Line ?nLO ?? ? Approve 'A ? Disapproved
t
Required Material - Brick Stone ?tacco' '' CCI-J ? Approve 'A ' 11 Disapproved
Foundation Nlaterial - Two Materials I . imum ?
' Brick Stone v Decorative Block ?Approved/NA ? Disapproved
( Side-Load G4rage Shown (Exempt from Street-Facing Garage Requirements) 0 Approved/1VA ? Disapproved
OR St et- . ge Requirements -(IF Less than 60° to the Front Prorerty Line)
Any O e Garage Door Opening - Maximum 18 Feet ? Approved/INA ? Disapproved
Combi ed Garage Door Openings - Nlaximum 26 Feet ? Approved/NA ? Disapproved
Any Ga age Door - Maximum Height 9 Feet ? Approved/NA ? Disapproved
Percentaae`o? f Garage Door Opening Width to the Overall Linear Distance of the Front Elevation
(A Detache Street-Facing Garage 22 Feet, or Less, Behind tlie Front Elevation Shall be Included in the Front Elevation Calculations)
Door Ope 'ng Totaling Two or Less Car Widths -NIasimum 35 Percent ? Approved/NA ? Disapproved
? Door Openii Totaling Three Car Widths - Maximum 45 Percent ? Approved/NA ? Disapproved
Prniection From diacent Vertical Wall Plane of tite Home -
Garage Door Ope ing Totaling Two or Less Car ?Vidths - Alaximum 12 Feet ? Approved/NA ? Disapproved
Garage Door Openin Totaling Three Car Widths - Nlaximum 10 Peet ? Approved/NA ? Disapproved
Required Projection Bctw n Doors -NIinimum 16 Inches ? Approved/NA ? Disapproved
Garage Door Matcrial - Particlc oard or Masonite Prohibited ? Approved/NA ? Disapproved
Garage Door Color - Low-Contrast - Same or Similar to Primary House Color ? Approved/NA 0 Disapproved
Garage Door Trim Color - To Match Doors or Primary I-Iouse Trim Color 0 Approveci/NA ? Disapproved
Roof - Main Roof Minimum Pitclt 6:12 Secondary Roof Mininuim Pitch 4:12 ? Approved/NA ? Disapprove(i
Roof Material - Life Expectancy NIininuim 25-Year ? Approved/NA ? Disapproved
Metal Slate Tile Wood ? Approved/NA ? Disapproved
Asphalt Shingles Required to be "Tnie" Dimensional Shingles
Nlinimum Weight 240 Lbs/Square ? Approved/NA
? Approved/NA ? Disapproved
0 Disapproved
r
Exposure Length - Maximu?u Ss/e-Inch j?
? Approved/NA
? Disapproved
Color - ? Approved/NA ? Disapproved
Water Table -
Water Table - Above Grade 24 Inches ApprovedNA ? Disapproved
Water Table - On Front Elevation pproved/NA ? Disapproved
Exterior Finish Building Materials -(**See Additional Requirements for Predominately Vinyl xtenor - pg. 3)
Building Materials - Life Expectancy Minimum 30-Year Approved/NA ? Disapproved
Three Materials Masimum per ?1lajor Facade p ppro%-ed/NA ? Disapproved
Brick ultured Stone ibrous Cement Glass Block Stone Stucco Vinyl*x «'ood Board
Exterior Material Cha
Inside Corner OR Minimum 2-Foot Wrap Outside Corner ??ed/NA ? Disapproved
IF Side Gable - Quoins OR Minimum 3%z-Inch Wide Corner Trim Board s
)=vedfNA 0 Disapproved
2
, Wiq.d9ws - Trim OR Shutters Required
Trim
Niinimum Width 3'/?-Inch OR
Brick Detailing, Soldier Course/Rowlock (Brick Exterior) O
Lintels and Sills (Stone Exterior)
OR
Approved/NA ? Disapproved
. ? (
49 l?
Shutters
Shutters Required - Full Height and One-Half the VVidth of a Single Window OR
Full Height and One-Fourth the Width of a Double Window
Four-Sided Architecture
Two Design-Elements Required on Each Elevation AND pproved/NA ? Disapproved
Each Street-Facing Elevation Requires Three Design-Elements Aroved/NA ? Disapproved
(Corner and Through Lots Have More Than One Street-Facing Elevation)
D'esi,gn Elements:
A 1kIinimum 17 Square-Foot Door
' A Minimum 6 Square-Foot Window or (One Desian-Element for Every 8 Feet of Run)
A Chimney (Cantilevered or Shed-Type Prohibited)
A NIinimum 4 Square-Foot Decorative Gable Vent
A Water Table (24 Inches from Grade)
A Similar SigniFicant Permanent Architectural Feature
At Least One Design-Element in Eacii Vertical I-Ialf, AND ApprovedMA ? Disapproved
At Least One Design-Element Betwecn Pinish First Floor Level and 9 Feet Above, AND proved/NA ? Disapproved
At Least One Design-Element 9 Feet Above First Floor. proved/NA D Disapprovcd
(Required if Wall Area is Greater Than 24-Feet Wide and 9 Feet High)
Housing Diversity - Model Name l GJ l`? ??? fi
BUILDING PERNIIT
COMMENTS: ?t rv,\-
vAe- C-- L-f? -- ? v?rn ?-?.A ? L.
-? ?..
?a REVIEWED BY DATE
?; ?- I -?' ? ?
T:\OFFICE\WPOOMRES[DENTIAL REVIEIV\RESIDENTIAL CHECKLIST 1VITH APPEARANCE CODE.DOC
/?/A roved/NA Disapproved
`t-- ?3 -_
?'Approved /0 Disapproved
11 i0` 7?A
(Rev. August 2, 2005)
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CT1'Y OF QUBLIN
CITY OF DUBLIN
?
PERMIT :NU MB ER:
??op9? / 7
DIVISION OF ENGINEERING
RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST
Subdivision: 5TS(DO ? Lot Number: 50 b Reviewer: EPP
Address:
P&AA i Date:
03- Ab- 08
ITEM DESCRIPTION YES NO N/A
1 Is this a revision to a Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision
for approval to the Master Grading Plan. If No, proceed with review.
2 Lot elevations match Master Grading Plan.
3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusual
grading field verified? If Yes, proceed with review. If No, request field verification.
4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path. /
?
S A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of
the apron (for a side-loaded garage) to the rear edge of the pedestrian path.
/
?
6 The driveway slope is less than 8.0%.
7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way
8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant.
VI/
9 Side yards do not exceed 3:1 slopes.
10 A major flood routing path is located on this lot. If Yes, does it match Master Grading Plan? If No,
proceed with review.
?
11 First floor elevation is shown (not to be verified). /
12 Basement floor slab elevation is shown (not to be verified).
13 Garage floor elevation is shown (not to be verified).
14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled.
15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation
for the sanitary sewer lateral.
?
16 Location and size of water service tap is shown and labeled.
17 Sanitary and storm structures are shown, labeled and match the approved construction drawings.
18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings
? 9 Required sidewalk and/or bike path location and size is shown and labeled.
20 Location and size of existing sidewalk/bike path along side property line is shown and labeled. ?
21 Tree lawn size is shown and labeled as 7 feet.
22 100-year Floodplain, Floodway, and Floodway + 20 feet is shown and labeled
FEMA FIRM Map Number: X-3109(Q//} a Effective Date: e$• () ;4 •
23 Erosion control is shown, labeled and matches the approved construction drawings
24 Tree protection fencing is shown, labeled and matches the approved construction drawings
25 "No Parking Zone" along street frontage is shown, labeled and matches the recorded Final Plat
26 Easements are shown, labeled and match the recorded Final Plat
27 The drawing scale is shown.
28 A north arrow is shown.
29
ILL-
If a corner lot, address should be for street that the front door faces.
ommenis:
REVIEW RESULTS: ? APPROVED
? DISAPPROVED
? Expedited Second Review
If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit
applications to the Division of Building Standards.
Qnc»nnI
-
5750 Chandler Court
Westerville, OH 43082
E-Mail: hoyssinc@aol.com
Phone (614) 895-1922
Survey Fax (614) 895-1949
Conshuction Fax (614) 895-9549
nRnFR Nn
EYO
+H
I NV,
REVISION DATE & 2EQUEST
COMPASS HOMES HousE snrLE .u? 1 vivi FoR DUBLIN
LOT/SUBDIVISION 506 BALLANTRAE SEC. 6 PT. 1 cirY oF
2y PB. 108 PG. 91 DATE 12.4.07 DRN. sw CK. CO.OF FRANKLIN
SCALE 1" _
FLOOD ZONE X COMM. PANEL 39049C PAGE O 1 OSG DATE 8-2-95
MINIMUMS R: ' "LAN MINIMUNI YARD TREES RE UfRED ON ALL STREET FRONTAGES
s: 77 15' DECI.
WILL
PLAC
Lot Width Front Bld Setback Tree Size and uanHtv
Up to 59.9 feet Less than 20 feet 1 small tree
20 feet or ttwre 1 medium tree
60-90.9 feet Less than 20 feet I medium tree + 1 small tree
20 feet or more 1 lar e tree + 1 medium [ree
91 feet or more Less than 20 feet 1 lar e tree + 2 trees of any size
20 icet or more 3 lar e trees + 1 tree of an size
Z INCH
OT. INSTALLATION
CHE HOUSE.
ERIFIED BY
THE l. _ _ - - - - - --- - -
CATCH BASIN
T.C.= 938.00'-.
i HEREBY CERTIFY THAT THE
GRADE ELEVATIONS SHOWN ON
THIS PLOT PLAN ARE THE
RESULT OF AN "AS BUILT" 3URdE`t'-
PERFORMED ON
'
SURVEYOR OR BUILDER SIGNATURE ' DATE
507 0
F.F.= 943.60 ?
-I
ZONING CWPU?NCE
,??PPROV'"r ,?? NOTED940.50
GITY cf I??6L;N,0?w
4-18-08 ? Vc--
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Stfeet ?rees Required
CALL ORDE4? I AND NSTAI?L.P.T?ONRE
?- 938.50
100.00
20' EASEMENT? I I "?-> 25' NO BUILD ZONE
-------------------- --------------------- - --------
---------------------
65.00'
tree Protection fencinp ? O? ? O?
MttST BE IIVSTAt.IEQ ANY! iNSFECTED
F? f}R 1r ?t1RT Cf AN ?iiNS1RUC?iQN
P1, A^ININr t??w,? ??a ?i?? tisPE???4?N o F.F.- 942.50
0
?
943.10 ?
a
31.00' 54.0
? 939.60
?
??
o A/C UNIT e?Kj
F.F. = 945.43 j}-?k -
o T.O.B. = 944.53
? BASE = 936.03 15.00' S' tTD4F
o - - ?-?
00'
26 ? l0 9.0 S reen AI! Mecsanicai Unit=
. `r'
? 943.10
9
0 FROM PUBLiC
?
5.00 o
, 0
.
° 13.0 CALI PLANNING [?t;Is5E0N
N
940.90
94X.74 p p?
? 12.66.-;
30' BLDG. LINE
941.00
? '
10
943 ' 940.40
.
---------- -
SLOPE =
4
4 /a
31
.00' -
-
SAN. SEW. TAP
. 20' EASEMENT .O.S. = 932.70
? 16.00'
941.40 --- --------- ------------- --- --------- ---------------------- - 940.70 2' SIDEWALK
941.30 W.T. 100.00 4' WALK EASEMENT
7.0' B/C
941.10
(BNtc)
b"6U0
NO P
FIRE HYD
GLENDAVON LOO
NOTE : BUILDERS TO PROVIDE
TREE PROTECTION DURING ALL
PHASES OF CONSTRUCTION.
BUILDER TO MAlNTAIN
EROSION CONTROL
*"NOTE: WATER SERVICE SIZE = 3/4"."
SQUARE FOOTAGE DATA
FOR HOMEBUILDER PR9CING AND ESTIMATION PURPOSES ONLY
LOT 15A500•0 WALK 336.0
HOUSE 2p750.0 SERV. WALK 175.0
DRIVE 1378.0 Soo CoV. 11764.0
APPROACH 197.0
ENGI?VF.FRi VC: C'n'tII"T .T NNt'F
ciry or nuh;rn
APPRON'ED AS NOTED
EPP 0 ?- 0s-o%
BV
P 50'
so
si/SItewa?C lbqaked
CALL 1 EC110N IiNE TO
INDICATES MAJOR
FLOOD ROUTE
PLOT PLAN
We hereby cedify that the foregoing PLOT PLAN was prepared from
information provided by the Client and data obtaiued from Engineered
Subdivision Plan. This Plot Plan is to be used by the Client for the sole
purpose of obtaining a building permit The use of the Plot Plan for an
other purpose is strictly prohibited.
? STEVFN
J.
* HOY
_ 7313
2 x 5 t u d----_
tAleep Sct eed
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This application method for exterior plaster satisfies the requirements for section
R703.6.2.1 (Weep screeds) of the Residential Code of Ohio and The City of Dublin,
LULRP appearance code.
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1. TABLE OF LOADS FOR HOUSE STRUCT R ~ UE . ~ ~ . i . • ' _ ' _ _ ; ' ' ~ ' _ . . i i . . 'i I. . i . . . .,i i I. . ~ . . i i . .
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FLOOR LIVING AREAS - 40 Ib. P.S.F. L IVE Uf~ILESS NOTED OTHERWISE , _ ~ ~/I I ` , I 'I `/I I ~ ` I I ~ ~ ~ ~ ' / i `l i • J ~ ~ W
-15 Ib. P.S.F. DEAD BY CALCULATIONS. " ~ . ~ " " ~ . ~ ~ Q mJ~m ~~-C ' ` I 1 ' _ _
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FLOOR SLE ' ~ ~ ~ ~ EPING AREAS - 40 Ib. P.S,F. LIVE UNLESS NOTED OTHERWISE - ~ ; ; ` ~ ' 1 II ~ • / 'I ' i ` `i / ` /I _ I I
BY A ~ " - C LCULATIONS THEN • , 1 I ~ W il ~ il _ ~ _ _ _ i _ i ~
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301b. ; _ ~ ; ~ I i I I ~ !I _ /I _ ~ I - / _ ~ ~ _
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GARAGE FL ~ ~ OORS - 50 Ib. P.S.F. LIVE UNI_ESS NOTED OTHERWISE
- 50 Ib. P.S.F. DE - ~ - - AD BY CALCULATIONS.
ROOF AREAS - TOP CHORD - 25 Ib. P.S,F. LI VE
~ -10 Ib. P.S.F. DEAD a
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~ - BOTTOM CHORD - 5 Ib. P.S.F. LIVE W J
_ _ ~ ~ - ~ WITH STORAGE - 2 P.S.F ~ Z O
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W W ~ OJO COMP~SS HOMES INC. _ ~
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10~12 CHURCHILL aRiVE
DESIGN CRITERIA: POWELL 4H 43065 ~ ~ o , ~
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DESIGN CODES: OC = 0~0 0~0
PHONE: 614-885-8300
1. NATIONAL DESIGN SPECIFICATIONS FOR WO~JD C~~NSTR N W ~0 ~3
UCTION
BY NATIONAL FOREST PRODUCTS ASSOCIATIONS. FIV\~ V I `T°VV~-~301 °a a~
2. SPECIFICATION FOR THE DESIGN FABRI A
C TIQN AND ERECTION OF
STRUCTURAL STEEL FOR BUILDERS BY AME RIGAN INST. OF STEEL DEX SQUARE FOOTAGE
~ CONSTRUCTION.
NUMBER DESCRIPTION PTION
UNFINISHED BASEMENT 485 SF
;
A-1 COVE R PAGE PAGE BONUS ROOM 515 SF
A-2 GENERALNOTES
NOTES FIRST FLOOR ~ ~ 3$3 SF
A-3 FR ONT ELEVATION THESE PLANS AND SPECIFICATIONS ARE :VATION GARAGE 701 SF
THE SOLE PROPERTY OF COMPASS HOMES INC. AND
. UNAUTHORIZED USE OF THESE PLA NS WITHOUT THE WRITTEN CONSENT OF COMP ASS HOMES INC. A-4 REAR
ELEVATION IS PROHIBITED. VATION PORCHES & DECKS 0 SF
' A-5 LEFT AND RIGHT ELEVATI ' ELEVATIONS SECOND FLOOR 1959 SF
THESE PLANS ARE SUBJECTED TO MODIFICATION AS NECESS T MEET CODE
REQUIREMENTS OR TO FACILITATE MECHANICAL OR pLUM~ING INSTALLATION S OR TO
A~6 FOUND ATION PLAN INCORPORATE DESIGN IMPROVEMENT )N PLAN TOTAL LIVING AREA 3857 SF
S.
A-7 FIR T S FLOOR PLAN
THESE PLANS ARE NOT TO BE SCALED CONSTRUCTION PURPOSES, DIMENSION )R PLAN ~
LINES AND NOTES SUPERCODE ALL
SI,ALE REFERENCES. A-$ SEC OND FLOOR PLAr )OR PLAN
A-9 WALL SECTION LI
& GHT & VENT ~ & VENT SCHEDULE W
A-10 ROOF PLAN > ~ w LAN g Q
Za
E-11 BASEME NT ELECTRICAL F ;TRICAL PLAN Q ° a ~
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E-12 FIRST FLOOR & E S COND FLOOR ELE .OOR ELECTRICAL PLAN THESEDRAWING3HAU~ o~~
BEEN REVIEWED FOR ANp A P p~ O V~ D P 1 A N 5 M U S T B~ O N
SHALI.COMPLYWITHTH& SfTE FOR ALL INSPECTIONS,
zooe ~oir~o?r oF t~E RESIDENTIAL CODE OF OH1Q
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PREFABRICAT~D INOOD TR ~°W=Z~° USSES n QWQ~ok~~
1, JOISTS UNDER PARALLEL LOAD-BEARING PARTITIONS SHALL BE DOUBLED OR A BEAM OF ~ W~~mo~z}
1, 2006 RESIDENTIAL CODE OF OHIO FOR ONE, TWO, AND THREE FAMILY DWELLING~ USED FOR ADEQUATE SIZE TO SUPPORT THE LOAD SHALL BE PROVIDED, 1. LUMBER: SOUTHERN PINE #2, ALLOWABLE STRESS PER THE NATIONAL DESIGN SPECIFICATION N Q~° o z~ N o
DESIGN AND PLANNING. SUPPLEMENT,1997 EDITION;19% MAX, M.C. LL z~ w W ~
2, THE ENDS OF EACH JOIST, BEAM, OR GIRDER SHALL HAUE A MINIMUM OF 1 112 INCH OF LOAD w~~¢`~~03 ~z~~oX=~
2. HAZARDOUS GLAZING SHALL BE LOCATED IN THE FOLLOWIN~ LOCATIONS: IN ALL DOOR BEARING ON WOOD OR METAL AND A MINIMUM OF 3" INCHES ON MASONRY OR CONCRETE. 2. METAL CONNECTOR PLATES: GALVANIZED SHEET STEEL, ASTM A446, GRADE A, COATING CLASS ~ o p w ~ W N z G60 PER ASTM A525, MANUFACTURE WITH HOLES, PLUGS, TEETH OR PRONGS UNIFORMLY SPACED ~ ~ 3~ o= a~
INCLUDING SLIDING GLASS D04RS AND SIDELIGHTS; GLAZING IN DOORS AND ENCLOSURES FGR HOT TUBS, WHIRLPOOLS, BATHTUBS AND SHOWERS; GLAZING IN WALLS ABOVE BATH TU63 OR WITHIN 3, PRE-ENGINEERED FLOOR JOISTS, AND OR TRUSSES SHALL BE ENGINEERED BY THE ANDFORMED, F-Z~=WO~~o
24" ARC OF A DOOR IN A CLOSED POSITION OR OTHERWISE NOTED ON THESE PLANb. MANUFACTURER. ENGINEERED DATA SHEETS SHALL BE PROVIDED PRIOR TO FRAMING INSPECTION. DESIGN: = awv~=y~c~~ '
TOP CHORD LIVE LOAD: 25 PSF ~ z~ m~°~ o=~
3. EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE WINDOW OR EXTERIOR DO~R 4, DRILLING AND NOTCHING OF PRE-ENGINEERED FLOORS SHALL BE DONE PER MANUFACTURERS TOP CHORD DEAD LOAD: 10 PSF ~ 3?'a o~~ Z~ Q BOTT0~4 CHORD DEAD LOAD; 5 PSF a~~~ a o~ N Q~
APPROVED FOR EMERGENCY ESCAPE OR RESCUE WITH A MIN. NET CLEAR OPENING HGT. OF 24" RECOMMENDATIONS. AND A WIDTH OF 20". BO i TOM CHORD LIVE LOAD: 5 PSF ~ Z ci y~ a W=
NETWINDUPLIFT: SPS V ~¢°da?~a~~H
. 1~NVl~dUM 3 FOOT BY 3 FOOT LANDING SHALL BE PROVIDED AT ALL EXTERIOR DOORS WITH
4 OR MORE RIS~ ) 3. FINAL DESIGN OF MEMBERS AND CONNECTIONS IS TO BE BY A PROFESSIONAL ENGINEER,
REGISTERED IN OHIO, EXPERIENCE IN SIMILAR DESIGN, RETAINED BY THE MANUFACTURER,
5. IMUM RISER HEIGHT SHALL B 7 C ND THE MINIMUM TREAD DEPTH SHALL B 1 I CHE ITH A NOSING OF 3/4 INCH BUT NOT MORE THAN 1 114 INCH AT STFJRS WITH 4. SHOP DRAWINGS SHALL EXHIBIT THE SEAL OF THE ENGINEER RESPONSIBLE FOR THE TRUSS
SO ID R S lZ . 1, STRUCTURAL LUMBER INCLUDING BEARING AND EXTERIOR WALL STUDS; SPRUCE PINE DESIGN.
'"'`~`-~~`J`~~- EQUAL, ALLOWABLE STRESSES PER THE NATIONAL DESIGN SPECIFICATION SUPPLEMENT 1997 Z
6, HANDRAILS SHALL BE PROVIDED AT AL STAIRS WITH (4) MORE RISERS. NDRAILS SHALL EDITION;19% MAX. M.C. 5. MAXINiUM LIVE LOAD DEFLECTION IS TO BE U360, ~ N
HAVE A MINIMUM HGT. OF 34 INCHES ANQ A ARI~C~GIJ ~H~T~ F 38 INCHES THE NOSING 6. MAXIMUM TGTAL LOAD DEFLECTION IS TO BE U240. W
OF THE TREADS. 2, PLYWQOD: PLYWOOD: CDX, STRUCTURAL II OR BETTER, EXTERIOR GLIUE, FOR ROOF AND WALLS; PANEL IDENTIFICATION INDEX 2410 -15/32 INCH MIN. (WITH PLYWOOD CLIPS). FOR FLOORS PANEL ~
7. HANDRAILS SHALL HAVE A CIRCUTAR CROSS SECTION WITH A DIAMEI'ER OF 1 1/4 INCH TO IDENTIFICATION INDEX 32116 - 23132 INCH. 7. BOLT TOP CHORDS OF ALL MULTIPLE TRUSSES TOGETHER WITH 1/2" DIAMETER BOLTS AT
2 INCHES, OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4 4'-0" O.C. BOLT WEB MEMBERS TOGETHER WITH 112" DIAMETER BLOTS AT 2'-0" O.C. AT
INCHES BUT ~IOT MORE THAN 61l4 INCH AND A LARGE~T CROSS-SECTION DINIENSION OF NOT 3. OSB: FOR WALLS:1l2 INCH THICK WITH PANEL INDEX W24, CONCENTRATED LOADS, OR PER TRUSS DESIGNER RECOMMENDATIONS.
EXCEEDING 21l4 INCH. EXPOSURE 1. FOR ROOFS;1l2 INCH THICK WITH PANEL INDEX 1R24, EXPOSURE 1. FOR FLOORS: 314 INCH THICK, STURD-I-FLOOR WITH PANEL IP~DEX OF 1 F24, 8, IN AREAS WHERE TOP CHORDS OF TRUSSES DO NOT RECEIVE PLYWOOD SHEATHIIdG, PROVIDE
8. PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES ABOVE EXPOSURE 1, TONGUE AND GROOVE. 1 X 4 CONTINUOUS BRIDGING PERPENDICULAR TO TOP CHORDS AND SPACED AT 3'-0" O.C. }
THE FLOOR OR GRADE SHALL HAVE GUARDRAILS NOT LESS THAN 36 INCHES IN HGT, OPEN SIDES
OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES ABOVE THE FLOOR SHALL HAVE 4. MICROLAM (LVL): MODULUS OF ELASTICITY =1,900,000 PSI, FB = 2,600 PSI. DESIGN BASED 9. TRUSS FABRICATOR SHALL SUBMIT COPIES OF THE FINAL, APPROVED FABRICATION DRAWINGS m
GUARDRAILS NOT LESS THAN 34 INCHES IN HGT. FROM THE NOSING OF THE STAIR. ON TRUSS JOIST MACMILLAN. TO THE DEPARTMENT OF COMMERCE, OFFICE OF CONSTRUCTION COMPLIANCE, PRIOR TO FABRICATION AND ERECTION.
9. REQUIRED GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTA~ CLO~URES 5. UNLESS SPECIFICALLY SHOWN OTHERWISE, DESIGN, FABRICATION ANID ERECTION SHALL BE
WHICH DO NOT ALLOW THE PASSAGE OF A 4 INCH SPHERE. THE TRIANGULAR OPENING FORMED BY GOVERNED BY THE LATEST EDITION OF; NATIONAL DESIGN SPECIFiCATION FOR VI~OOD CONSTRUCTION,
THE RISER, TREAD, AND BOTTOM RAIL SHALL NOT ALLOW THE PASSAGE OF A 6 INCH SPHERE. U.S. PRODUCT STANDARD PS1, 2006 RESIDENTIAL CODE OF OHIO FOR ON~, TWO, AND THREE FAMILY DWELLINGS. w
Q 0
' 10. REQUIRED SMOKE DETECTORS SHALL BE HARDWIRED AND INTER~ONNECTED WITH A BATTERY 6. JOISTS TO SIDES OF BEAMS:16 GA, GALVANIZED STD, JOIST HANGERS;, UNLESS SHOWN BACK-UP. IN ROOMS WITH CATHEDRAL OR SLOPED CEILINGS THE LOCATION OF TI1E SMOKE OTHERWISE.
DETECTOR SHALL BE 3 FEET HORIZONTALLY FROM THE HIGHEST POINT OR PER THE
' MANUFACTURERS RECOMMENDATIONS. 7. JOISTS AND TRUSSES TO TOPS OF WALLS AND BEAMS.18 GA. GALVAN'IZED HURRICANE AN,~",HORS. R~OF ~ONSTRUCTION
11. THE USE OF FOAM PLASTICS SHALL COMPLY WITH 5ECTION 314 OF THE LOCAL BUILDING CODE 8• PLYWOOD TO FLOOR JOISTS - GLUED AND NAILED - USE 8D COATED SIINY.ERS AT 6 INCHES OIC 1. TRUSSES SHALL BE PRE-ENGINEERED BY THE MANUFACTURER ALL TRUSS DATA AND LAYOUT
INCLUDING BUT NOT LIMITED TO SURFACE-BURNING CHARACTERISTICS AND THERMAL BARRIERS. AT PANEL EDGES AND 12 INCHES OIC AT INTERMEDIATE SUPPORTS, UbE ~ADHESIVES MEETING APA SPECIFICATIONS APG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, SHEETS SHALL BE PROVIDED PRIOR TO FRAMING INSPECTION.
12, WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER
- THAN 200, 9. PLYWOOD TO ROOF TRUSSES OR RAFTERS - NAILED - USE 8Q COATED~ SINKERS AT 6 INCHES 2, RAFTERS SHALL BE NAILED TO CEILING JOISTS TO FORM A CONTINUOUS TIE BETWEEN
OIC AT PANEL EDGES AND 12 INCHES OIC AT INTERMEDIATE SUPPORTS, PROVIDE PLYWOOD CLIPS EXTERIOR WALLS WHERE JOISTS ARE PARALLEL TO THE RAFTERS. WHERE NOT PARALLEL, d RAFTERS SHALL BE TIED WITH A RAFTER TIE, LOCATED AS NEAR THE PLATE AS PRACTICAL. 0
13. ALL EXPOSED INSULATION MATERIAl.S INSTALLED IN FLOOR, ROOF, AND WALL ASSEMBLItS, AT MID-SPAN OF PLYWOOD BETWEEN SUPPORTS. RAFTER TIES SHALL BE SPACED NOT MORE THAN 4 FEET ON CENTFR. RAFTERS SHALL BE FRAMED ~
CRAWL SPACES AND ATTICS, SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED WITH AN ~ ACCOMPANYING SMOKE DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDAP~CE 10. USE ONE LINE OF SOLID BLOCKING OR CROSS BRIDGING AT 8'-0" OIC IuRAX. FOR ALL JOISTS AND TO RIDGE BOARD OR TO EACH OTHER WITH GUSSET PLATE AS A TIE. w Z~
WITH ASTM E 84. RAFTERS, USE SOLID BLOCKING AT JOIST AND RAFTER BEARING. ~
3, RIDGE BORRD SHALL BE AT LEAST 1 INCH NOMINAL THICKNESS AND NOT LESS IN DEPTH w ~ o THAN THE CUT END OF THE RAFTER, AT ALL VALLEYS AND NOMINAL THICKNESS AND NOT ~ Q~
• 14. MOISTURE VAPOR RETARDER SHALL BE PROVIDED IN ALL FRAME WALLS WITH A MAX, PERM 11. IT IS ASSUMED THAT THE STRUCTURAL SHEATHING WILL PROVIDE LA1fERAL BRACING FOR THE LESS IN DEPTH THAN THE CUT END OF THE RAFTER, HIP AND VALLEY RAFTERS SHALL BE W ~ Z=
RATING OF 1.0 ON THE WARM IN WINTER SIDE OF THE THERMAL INSULATION, STUDS AND ENTIRE STRUCTURE IF SHEATHING IS NOT PROVIDE, USE SOLIID BLOCKING AT MID-HEIGHT FOR ALL EXTERIOR STUD WALLS AND INTERIOR BEARING PARTITIONS ANCJ METAL DIAGONAL BRACING AS SUPPORTED AT THE RIDGE BY A BRACE TO A LOAD-BEARING PARTITION OR BE DESIGNED TO ~ o W 0
15. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB WHICH IS IN DIRECT CONTACT REQUIRED FOR LATERAL STABILITY OF THE STRUCTURE. CARRY AND DISTRIBUTE THE SPECIFIC LOAD AT THAT POINT, ~ a ~ Z
WITH THE GROUND SHALL BE PRESERVATIVELY TREATED. ~ u
12, USE DOUBLE JOIST UNDER INTERIOR PARTITIONS, UNLESS SHOW OTFHERWISE. 4, ROOF ASSEMBLIES SHALL HAVE RAFTER OR TRUSS TIES PROVIDED AT LOAD-BEARING W ~ o~ LOCATIONS. F a N 0
16. WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTAt1CE OR APPROVED
PRESSURE PRESERVATIVELY TREATED WOOD. 13. USE DOUBLE STUDS UNDER BEAM AND LINTEL BEARING, UNLESS SHOIt'JN OTHERWISE. 5. ROOF SHEr1THING SHALL BE SUPPORTED WITH BLOCKING OR ED6E CLIPS WHEN RAFTERS
17, PROTECTION AGAINST RADON SHALL BE INSTALLED PER LOCAL JURISDICTION. 14. APPLY GONTINUOUS BEAD OF ADHESIVE ON JOISTS ANQ GROOVE OF TfONGUE-AND GROOVE OR TRUSSES ARE 24 INCHES ON CENTER OR GREATER. W
PANELS. >
15. IN AREAS WHERE TOP CHORD 0~ TRUSSES DO NOT RECEIVE PLYW00)D OR OSB SHEATHING, 6. SLOPES LESS THAN FOUR IN TWELVE SHINGLES SF'~ALL BE INSTALLED OVER (2) LAYERS p,~ j . OF 15# FELT APPLIEO PARALLEL TO E'~VES WITH 19 fNCH TOP LAP AND 12 INCH END LAP, WITH ~ a o o ~
PROVIDE 1 X 4 CONTINUOUS BRIDGING PERPENDICULAR TO TOP CHORDS AND SPACED AT 3'-0" O.C. END LAPS LOCATED AT LEAST 6 FEET FROM END LAPS IN PRECEDING COARSE. 2~ r°~ aMo
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16. BEFORE APPLYING FINISH FLOORING, SET NAILS 118 INCH BUT DO NOT' FILL, AND LIGHTLY SAhD 7, AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED ~ 0
ANY SURFACE ROUGHNESS, PARTICULARLY AT JOINTS AND AROUND NAIL;S. TOGETHER OR OF A ~ELF-ADHERING POLYMER MODIf IED BITUMEN SHEET, SHALL BE USED IN LIEU OF ~ J NORMAL UNDERLAYMENT AND EXTEND FROM THE EAVE'S EDGE TO A POINT AT LEAST 24 INCHES N w
17. PROVIDE AND INSTALL BRIDGING FOR PREFABRICATED WOOD TRUSS~S AS INDICATED ON THE INSIDE THE EXTERIOR WALL LINE OF THE BUILDING.
TRUSS MANUFACTURER'S APPROVED SHOP DRAWINGS. °a a~
1. THE ASSUMED SOIL BEARING SHALL BE 1,500 PSF U.N.O.
2. BASEMENT SLABS SHALL BE A MINIMUM 3 AND ONE HALF INCHES WITH A GOMP~ESSIVE
STRENGTH OF 2,500 PSI. PORCHES, STEPS, DRIVEWAYS, AND GARAGE FLOOR SLABS SHALL BE A FIREPLACES
MINIMUM 4 INCHES WITH A COMPRESSIVE STRENGTH OF 3,500 PSI, BOTH SHALL BE AIR ENTRAINED A MIN. OF 5% AND A MAX. OF 7%.
1. CHIMNEYS SHALL EXTEND A MINIMUM OF 2 FEET HIGHER THAN ANY PORTION OF THE
3. ALL FOOTINGS SHALL BE A MINIMUM 8 INCHES X 16 INCHES. BUILDING WITNIN 10 FEET SUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE POINT WHERE Tf iE CHIMNEY PASSES THROUGH THE RO~F. ~
4, FOUNDATION ANCHORAGE SHALL BE MIN, HALF INCH QIAMETER BOLTS AND SIIALL EXTEND 2. A POR710N OF A CHIMNEY LOCATED IN THE INTERIOR OF THE BUILDING OR WITHIN
A MINIMUM 7 INCHES INTO POURED CONCRETE AND 15 INCHES INTO MASONRY. BOLTS SHALL BE SPACES 6 FEET ON CENTER MAX. AND 12 INCHES FROM CORNERS MAX. 1. ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN ACCORDANCE WIITH SECTION 602 OF THE THE EXTERIOR WALL OF THE BUILDING SHALL HAVE A MINIMUM AIR SPACE CLEARANCE TO ~
- ` BUILDING CODE IN AFFECT, COMBUSTIBLES OF 2 INCHES.
5. APPROVED ANCHOR STRAPS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. 3. CHIMNEYS LOCATED ENTIRELY OUTSIDE THE EXTERIOR WALLS OF THE BUILDING,
2. ENGINEERED DATA SHEETS FOR BUILT-UP BEAMS SHALL BE PROVIDEm PRIOR TO FRAMING INCLUCING CHiMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE, SHALL HAVE A MINIMUM
6. BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT INSPECTION. AIR SPACE CLEARANCE OF 1 INCH THE AIRSPACE SHALL NOT BE FILLED, EXCEPT TO PROVIDE
STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN SUFFIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. 3. ALL HEADERS IN EXTERIOR WALLS & IN INTERIOR LOAD BEARING WALILS TO BE ENGINEERED BY FIRE BLOCKING.
LUMBER YARD. 4. HEARTH EXTENSIONS SHALL EXTEND A MINIMUM OF 16 INCHES IN FRONT OF, AND A
' 7. ALL SURFACES OF STEEL COLUMNS SHALL BE GIVEN A SHOP COAT OF RUST-INHIBITIVE PAINT WIINIMUM 4F 8 INCHES, BEYOND EACH SIDE OF THE FIREPLACE OPENING.
UNLESS TREATED TO PROVIDE CORROSION RESISTANCE. 4. FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DR~AFT OPENINGS (BOTH
VERTICAL AND HORIZONTAL) TO FORM AN EFFECTIVE FIRE BARRIER BENNEEN STORIES, AND ' 8. CRAWL SPACE SHALL BE PROVIDED WITH CONTINUOUSLY OPERATED MECHANICAL BETWEEN A TOP STORY AND ROOF SPACE. 5. WOOD OR COMBUSTIBLE MATERIALS SHALL NOT BE PLACES WITHIN 2 INCHES OF THE
VENTILATION AT A RATE OF 1.0 CFM PER 50 SQ. FT, OF CRAWL SPACE MINIMUM WITH APPROVED OUTSIDE FRONT, BACK, OR SIDE SURFACE OF A MASONRY FIREPIACE, INCLUDING THE SMOKE
VAPOR BARRIER OVER BASE COARSE, ~ 5. WALL BRACIN~ SHALL BE PROVIDED BY THE USE OF STRUCTURAL SH~ATHING ON THE ENTIRE CHAMBER AND NOT LESS THAN 6 INCHES FROM THE INSIDE SURFACE OF THE NEAREST FLUE LINING.
PERIMETER OF THE HOUSE. SHEATHING SHOULD BE NAILED W/8d NAILS 6" O.C, PANEL EDGES
& 12" O.C. @ INTERMEDIATE SUPPORTS. 6, FACTORY-BUILT FIREPLACES SHALL BE INSTALLED IN ACCORDANCE WITH THE
6. MASONRY VENEER SHALL BE ANCHORED TO THE SUPPORTING WALL WVITH CORROSION- MANUFACTURERS RECOMMENDATIONS AND A COPY SI'.ALL BE PROVIDED PRIOR TO INSPECTION.
RESISTANT METAL TIES.
7. FACTORY-BUILT OR MASONRY FIREPLACES SHALL BE PROVIDED WITH AN EXTERIOR AIR SUPPLY TO ASSURE P~OPER FUEL COMBUSTION.
7. EACH TIE SHALL BE SPACED NOT MORE THAN 32 INCHES ON CENTER FHORIZONTALLY AND
SHALL SUPPORT NOT MORE THAN 2 2!3 SQ. FT. OF WALL AREA,
1. STRUCTURAL STEEL CHANNEL, ANGLES, PLATES, ETC.: ASTM A36, FY = 3& KSI; STRUCTURAL 8. THE VENEER SHALL BE SEPARATED FROM THE SHEATHING BY AN AIR ;SPACE OF A MINIMUM
STEEL WIDE FLANGES: ASTM A572 OR ASTM A992, FY = 50 KSI; HIGH STRENGTH BOLTS; ASTM OF 1 INCH BUT NOT MORE THAN 41/2 INCH. Q W
A325 OR A490; ANCHOR BOLTS: ASTM A307 OR A36; ELECTRODES: SERIES E70; STRUCTURAL 0 g Z
PIPES: ASTM A53 OR A501; FY = 35 KSI MIN; SQUARE AND RECTANGULAR TUBING: ASTM A500 9. FLASHING SHALL BE LOCATED BENEATH THE FIRST GOARSE OF MASOINRY ABQVE FINISHED
FY =46 KSI; EXPANSION BOLTS; HILTI "KWIK-BOLT II" OR APPROVED EQUAL, GROUND LEVEL ABOVE THE FOUNDATION WALL OR SLAB, AND AT OTHER POINTS OF SUPPORT. ~ o~ ~
2, MINIMUM BEAM BEARING ON MASONRY = 7112 INCHES UNLESS NOTED OTHERWISE. 10. WEEP HOLES SHALL BE PROVIDED IN THE OUTSIDE WHYTHE OF MASONRY 4'VALLS AT A MAX.
SPACING OF 33 INCHES ON CENTER. WEEP HOLES SHALL BE A MIN OF 31116 INCH IN DIAMETER ~ ~ o N ~ Z ~ y W
3. EMBEDMENT LENGTH OF EXPANSION BOLTS INTO SOLID MASONRY OR CONCRETE SHALL BE AS LOCATED IMMEDIATELYABOVE THE FLASHING. ° N ~U o(~
FOLLOWS:
112 INCH DIAMETER BOLTS 3112 INCHES EMBEDMENT 314 INCH DIAMETER BOLTS 5 INCHES EMBEDMENT
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STUCCO FINISH PER ' ' • • / ~ ~ , / 1 I ` ~ I I I
~ BUILDER ' . . ' - ' - ` - . , , ~ , , ~ - - ' ~ , , _ , . . . , _ _ ~ V O (D
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- - - - - - - 5~-0. - - , , ~ - - , - ~ ~ _ , _ , ~ i ~ ~ ~ , ~ ~
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- - - - - - - - -
- - - - - - - - - - - - - - - • - • - -
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TOP OF FOOTER ~ I ~
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STUCCO FINISH PER ~ , , ~ , , ~ , , ~ , , ~ , ~ , ~ , ~ , ~ , ~ , ~ , , ~ , ~ , ~ ~ . ; _ ; _ ; _ ; _ ; _ ; LEV 2, FF ~ a ~ ~ , ~ , ~ , ~ , ~ , , , ~ <
BUILDER ~ , ~ , ~ , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , , , ~ , ~ , ~ , ~ , ~
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~ ` ~ / / / i / / / ? / / / / / / ~ ; ~ ; _ LEV 1. Ff
, 1 1 I 1 i I i 1 r I . 1 i I i I i I i I i 1 i 1 i I i I i I ~ I i I 1 ~ I
~ , ~ ` ~ ~ I ~ 1 ~ I ~ I ~ I ~ I ~ I ~ I ~ I ~ I ~ I ~ I ~ I ~ I ~ i I ~ I
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, , , , , , , , , , . . . . , . . , . . , . . - - ~ - ~ - ~ - ~ - ~ - ~ - ~ - ~ - ~ - ~ - - ~ -
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~ / / / ~ / / / / / / / / / / / / ~ ~ ~ ~ ~ • ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
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, , , ' , ' , ' , ' , ~ , ' , ' , ~ , ' , ~ • ' - ' , ~ PAINTED ( ) NTED) Q
~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ . ' . ~ - - - - - - ~ - ~ - - - ~ - ~ - ~ - - - - - - • _ _ , ~
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I i I i 1 i 1 i 1 i I i 1 i I i I i I i I i I i I i I i I i / i ' ~ ,
I ~ ~ I ` I ` I ~ I ` I ~ I ~ I ~ I ~ I ~ I ` I ~ I ~ I ` I ` I ~ ~ ~ 0 I SET PA E-
, - , ~ , ~ , ~ , - , ~ , ~ , ~ , - , - , - , - , - , ~ , , ~ , ,
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/ / / / / / / / / / / / / / / / / ~ ~ ~ ~ ~ • ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ _ _ _ ~
/ _ / _ / _ / _ / _ / _ / _ / _ / _ / _ / _ ! _ / _ / _ / _ / _ / _ / _ _ - _ ~ ~ ~ ~ ~
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S~ split face block, brick pattern concrete, M~ ~
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Install to manufacturer'S S e~~ ~~~~5~ ELK25YEARDIMENSIONAL p SHINGLES
_ ~ COMPOSITE ROOFING PER ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ , ~ , ~ , ~ , ~ , , , , , , ~ , ~ , ~ , ~ , ~ , ~ , ~ , ~ , ~ , ~ , ~ , ~ , ~ ~ BUILDER , , , , , , , , ~ . . . . . , . . . . . . . .
. . . . . . . . . . . , . . . . ~
MBR CLG. ' - - - - - - - - - - - ~ - - - - - - - - - ~ ~ - - - ~ - - . i I i I i I i I ~ 1 i 1 ~ I ~ 1 i I i I • 1 i 1 i f i I i I i 1 ~ I ~ I ~ I ~ I ` I ~ I ~ I ~ I ~ I ~ I ~ I ~ I ~ I ` I ~ I ` I ~
~ , , , ~ , ~ , ~ , , , ~ , ~ , ~ , , , ~ . ~ ' rCEDAR TRIM ' ' ' ' ' , ' , ~ , ~ ~ ~ ~ ~ , ~ , ~ , ~ , ~ , ~ , ~ , ~ ~ , ~ , , , , , , , (1YPICAL , , , , ,
, , ~ , , , ~ ~ , ~ , , , ~ , ~ , ~ , PLT.
~ ~ ~ , ~ ~ , ~ , ~ ~ , ~ , ~ , ~ , ~ , ~ , ~ ~
~ . ' . . ' . ' , , ' . ' , ' . ' . ' . ' . ~ , _ , , , , . , , o - - - - - ~ - ~ - ~ - ~ -
r ~ ~ 1 i I ~ I ~ I i I i 1 i 1 I 1 1 i i i I ~ 1 I ~ I ~ I ~ I ~ 1 ~ I ~ I ~ I ~ I ` I ~ I , ~ , ~ , ~
I i 1 i 1 ~ I i I i I i 1 i 1 i / i 1 i 1 i , _ ~ , ~ , ~
~ I I ~ I ~ I ~ I ~ I ~ 1 ~ I ~ I ~ I ~ I ~ I , ' , ' fn
. / . ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ STUCCO FINISH PER _ , , , , , , , , , ~ Z . ~ ' - - 0
BUILDER MBR SIT FF , ~ , ~ , ~ , ~ , ~ , ~ , ~ , , , ~ , ~ , ~ , , , ~ , ~ , , , , ~ , ~ , ~ , ~ , ~ , ~ , ~ , ~ , ~ , , , ~ , ~ ~ ~ , , , ~
TRUSS BRG. , , ~ , , , , • , , , , , , , ~ • . , , , , , ~ , , . . . . . . , . . . . . . . . . _ . _ . . . . . . . . , ' , ' Q , , )
~ ~ , , , ~ ~ , ~ ~ , , , , , ~ CED,4RTRIM , , , , , , , , , , , , , , , , , , , , , , , , , - w , , , J
• ~ ~ , , , , , , , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ , ~ , ~ , ~ , ~ , ~ , ~ , ~ , ~ ' ~ ' ~ LEV 1•1(2 FF W
, , , , , , , , , . . . , . . . . . . . . . ~ ' ~ W F- . ~ ~ ~
' _ ' - - - - - - - ~ - ~ - - - - ~ - ~ - ~ - ~ - ~ - ~ - ~ , , , , , , , , , ~ , ~ , ~ , , , ~ , ~ , , , ~ , ~ ,
I I ` I ~ I ~ I ~ I I I I ~ I ~ I , I I I I ` I / / / / ' / ~ / i / ~ ` ~ Z ~
~ . . . . ~ . ~ - / / / / / i _ / _ _ _ _ _ ~ _ _ ~ ~ g o ~ ~ oz
~ ~ / I f i l ~ 1 i 1 1 I I ~ i i r i i i i ~ ~ I ~ ` I ` I ~ I ` I , I ~ I ` I ` I I ` I ~ . Q O aQ ~ , ~
CULTURED STONE VENEER . , , , , , , , , . ~ LEDGESTONE OR SIMILAR , _ , _ , _ , _ , _ , _ , _ ; _ m .J ~ ' j~ (D p ~ y
i i I ~ 1 i 1 i I i I i 1 i I i I i
I I ~ I ~ I ~ I ~ I I ` I ` I ` I I ~ I i i / / / / / / / ~ , , Ali exposed foundation must be brick,
~ . ~ ~ ~ . ~ ~ ' veneer brick, stone, cultured stone,
_ _ _ " _ _ _ _ split face b!ock, brick p~tfern cancrefe,
aCaa@ O~f4 miiet hn RIC;NT FI F1/ATI(1N or decorative concrete block,
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, 11 3 314 i i i i 4 w ~ I
i ~ " 3112" O.D. i ~ ~ ~ ~ i '4 i ~ i i BASED ~N~ C~NCRETE STRENGTH 1~ A MINIMUM ~F 3000 PSI p,~ ~
ADJ. STEEL THE YEILD OF THE REINFORCING iS 60000 PSI J o o M
i' COLUMN , i' i i ~ i ' i ~ ~ THE F~LLOWING ARE THE ALL~WABLE HEIGHTS FOR A BASEMENT WALL ASSUMING I`t u5
~ I N ~ I ~ I I ~ ~ I ~ I THE REINF~RCING IS PLACED 1 1/2' F?OM THE INSIDE (L~WER GRADE) FACE OF ~ O
~3 ~ I ~ I j ig cv ~ ; i , THE WALL WITH A GRANULAR FREE DRAINING MATERIAL, AND A MAXIMUM ~ a0 EQUIVALENT SOIL PRESSURE OF 75 psf, U J
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j ~ TOP OF FOUND. I ~ i j & SPACING 8° 10" 12° ~
J ~ ~ I j I ~ UNREWF~RCED 7,08' 8,2?' 9,09'
3 o~.o~ ~ ~ ~ ~ ~ ~ ~ TOPOrf00TING ~ i UNEXCAVATEDWl4" ~ #4 @ 24" 8,33' 9,2' 9,9'
p ~ j t12;SU P ~ I ~ I o ~ ~ CONCRETE SLAB OVCR ~ ~ #5 @ 24" 9,66' 10,7` 11,5`
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I - I ~ I ~ I ~ I ~ I ~ I
' I ~ I I q ~ I i I ~ I THE FOLL~WING ARE THE ALLOWABLE HEIGHTS FOR A BASEMENT WALL ASSUMING
~ I I I I ~ I ~ I THE REINFORCING IS PLACED 1 1/2' FROM THE iNSI?E (LOWER GRADE) FACE OF THE WALL WITH A GRANULAR FREE DRAINING MATERIAL, AND A MAXIMUM
I ~ I ~ I • PORCH ~ ~ ~ ~ ~ EQUIVALENT SOIL PRESSURE OF 55 psf,
W4" I i i i i t56;UNEXCAVATED ! ~ ~ ~ ~ ~
CONCRETESLAB OVER ~ ~ ~ I ~ . . ~ REIN~ORCING SIZE WALL THICKNESS
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~ O Q i i i i O ' ~ ' ' ILLUMINATIO , ~ O i n ~t
, o ~ 13-5112 UP , , , ~ ~ ~o3.s~ , ~ ~ ~ ~ a
N ~ r~~ _ ~ ~ ~ ~ - q N DESCRIPTION R.O. WIDTH R.O. HEIGHT p ~ J
~ - SMOKE p ~ i i~ DETECTOW NICHE i r
2~-~~~ 7~-~~~ i i i i i i i CARBON ~ , h ~ I ti i i i i e KEY NICHE - BOTTOM OF 14114" 15112" ~ 0 0
' ~ ~ ' ~ ~ ~ MONOXIDE 4 -7 30 ~ , ~ WN~ ~ ~ ~ ~ ~ ~ cv M
SMO ~ i i i i i i i i , o , DETECTO ~ i i ~ i ~ i ~ ~
, , i i i i ~ ~ M : ~ N FRIDGE ~i'~ - NICHE 53" OFF FLOOR y ~ o ~0
~ ~ 3~-0~ -----------------------------~9 ~ ~ ~ z
M O ~ FIREPLACE 42" 41" ~ W o m
a o~
~ " M 311 "O.D.STEEL~ ~ 3 EDGE OF : a I I 4 ~ • ' ~ a no
2-6 2'~ FOUNDATION i--------- EOtdMN--- - O ~ I I ~ ~ I ~ ~ ~ _
00 it N i i i N W
~ x , ~ ~ i i i ~ A ONITE (20 MINUTE) FIRE , r > ~
~ ~ ~ Q ~ TEFL D R ~ ~ ~ , , i i , N RATED S 00 r ~ ~ ~ DOME FOR CM f ~ ~ ~ o~
" ~ RCO R309 ~ ' ' ILIN I I ` ~ i O O ~ ' I I LIGHT IN CE G o~ ~
~ ~ ~ Q ~ 12 -0 ~ ~ ~ ' ~ N N i ~ I 4 O i x i ~
x ~ ' i i~ BENCH 21-2 GENERAL NOTES = ~ ~ ~
~ o q ~ ~ ii ' ~ ~ N ~ ~ I
~ ~ I I „ 5- N ~ ~ I , , 6- 1 _ ~ ~ 1. ALL FJ(TERIOR WALLS ARE 4" WIDE (UNLESS NOTED). N~
q i ~ i . a , ROUND i 9,~I.Ln Q ' " 4 2. A L L I N T E R I O R W ALL S ARE 3112" WIDE (UNLESS NOTED). o o
" ~ COLUMNS ~ ~ 3. ALL HEADER HEIGHTS ARE 6'-11" (UNLESS N07ED}. a a u.
4 ~ , i i cv . ~ ~ N ~TRAYCEILING ' ~ Q i ~ 4. ALL HEADERS ARE SIZED BY LUMBER YARD. ~
~ ~ ' i ~ N ~ 5. ALL STUDS ARE SPF STUD GRADE (UNLESS NOTED).
~C e- N Y ~ ~y ~ 6. FLOOR JOIST LAYOUT ~NGINEERED BY LUMBER YARD.
~ -0~ ~ ~ 3112 O.O.STEEL - e- 5 r ~'Ol01AfT ~ n i ~ 7. TRUSS L.AYOUT ENGINEERED BY LUMBER YARD.
iv ~ W12 X 30 @22 -0 ~ N N 3-0 xfi-0 ~ ~ i ~ e\- 8, ALL ANGLE WALLS ~RE 45 DEGREES (UNLESS NOTED).
O ~ r' i O 0
RCO R309.2 ~ ~ (V ~ ~ (V
, ~ GARA~E SLAB ~ M o M
° SLOPE = ' ~ ~ u~ ~
~ ~ 4 INCH FALL
31! "O.D.STEEL - . ~
COLUMN . ~ . ~
. 6'-0"xG-0' . ~
RCO R309.2 (518" DRYWALL ~~y .
~ ON WALLS AND CEILIN(~S) ~ ~
ATTICI ; g ~ •
o ACCESS ; ~
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~ ' ; ~ ~ „ ~
(V ~ . . i r ' ` i , ~z~ 31~° ~ ~325
• 22~ X 28~ i N ~ i . s .
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31! "O.D.STEEL, COLUMN
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g ° ~ ~ o~
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~ ~ ~ ~ ~ ~ CARB ~ N ~ D WN-~ ~ ~ ~ ~ ~ ~ ~ 2-~ SMOKE ~ ~ ~ ~ ~ . MONOXIDE _ - _ . 0
- - - ~ DETECTORI ' ' ' ' ' ' ' N N N N W J
~ ~ ' ~ N CA.RBON i i i i i i i M o7 M M r ~ ~4 M ~ MONOXIDE ~ Z O 0
~ N ~ N , e- ~ i ~ r 3-1/2' DEEP
M I 2~ M A R T N I C H E ~ A~ A T T I C _ _ _ ti ACCESS i~ ° tA w p et
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~ 3'-0" x 5'-0" i i N , , ~ . , , DESCRIPTION R.O. WIDTH R.O. HEIGNT
6'-0' x 5'-0' ~ ~ ~
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, ; M • i ~ ~ i MEDICINE CAB. 14112" 18112"
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GENERAL NOTES: z
1. ALL EXTERIOR WALLS ARE 4" WIDE (UNLESS NOTED). W g
6'-101/4" 7'-5 314" 3'-6" 3'-6" 2. ALL INTERIOR WALLS ARE 3112 WIDE (UNLESS NOTED}, ~ o
~ ~ 1'-10 `~60 7I1 ~ N 2-8 3-8 7/8 3-0 6'-0" 14'-4" ° fl ~ 3. ALL HEADER HEI~HTS ARE 6'-11" (UNLESS NOTED). 4. ALL HEADERS ARE SIZ.ED BY LUMBER YARD. z ~
4 3 7 0 6-7112 5. ALL STUDS ARE SPF STUD GRADE UNLESS OTHERWISE NOTED. g
4 4 4" 4" 31/2" 441'/2" N „ ~ 112 4 4 4~~ 3'-0" 4'-4 7/8" '-71I8" 10'-0" 15'-0" ~ Z
4-41/2 7 8 6'-11 112" 6. FLOOi~ JOIST LAYOUT ENGINEERED BY LUMBER YARD. Q p o Z 7. TRUSS LAYOUT ENGINEERED BY LUMBER YARD, m W~
8. ALL MEDICINE CABINETS HAVE HEADER HEIGHTS OF 6'. o 0 0~ W w
54'-0" 9. ALL MEDICINE CABINETS ARE 4112" OFF BACK OF WALL. U°~
10. ALL ANGLE WALLS ARE 45 DEGREES (UNLESS NOTED),
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ROOFING PAPER
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SEE ELEVATIONS FOR Q
PITCH 12 ~ N
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VENTED AIR SPACE
APPROVED ICE GUARD R-30 BLOWN GHT, VENTAND EGRESS SCHEDULE
~ A MINIMUM 24" INSIDE INSULATION
OUTSIDE WALL MANUFACTURER: ATRIA WINDOWS m
EAVE DRIP EDGE UNIT TOTAL S_F. UNIT TOTAL S_F.
ROOM MODEL # ~ODEL # TEMP. S_F. S_~. GLAZING S_F. S_F. VENT S.F. EGRESS
NOTES 1' 3(~Ty, OPERABLE GLAZING GLAZINGGLAZING REQ'D VENT VENT RE 'D SEE NOTE 2
R~OM S_F. TypE (SEE NOTES 1~6 3 CONTINUOUS SOFFIT w
VENT ~ Q
^ TI IJ ~ DINING ROOM 199.10 SINGLE HUNG 3060 . 112 OSB SHEATHING R-13 INSULA 0 ~ 0 3060 3 YES NO 13.80 41,40 15.94 7.10 21.30 7.96 7.10 0
~ 0 J
~ GREAT ROOM 332,40 SINGLE HUNG 3060 3060 3 YES NO 13.80 41.40 26.56 7.10 21.30 13.28 7.10
. 00 ~
~ STUDY 152.00 SINGLE HUNG 3060 3060 2 YES NO 13.80 27.60 12.16 7.10 14.20 6,08 7.10
31~" T.G. OSB
4040 2 NO NO 13.20 26.40 11.40 NIA N!A NIA N/A
BONU~ ROOM 419.00 PICTURE 4040 . ,
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11718" WOOD I-JOIST W J
UNIT TOTAL S_F. UNIT TOTAL S_F. W 0 a
EXTERIOR FINISHES SEE SPECIFICATIONS ROOM MODEL # VIODEL # TEMP. S_F. S_F. G L A Z I N G S_ F. S_ F. V E N T S. F. E G R E S S p N o~
~ SEE ELEVATIONS) FOR R~OOM S-F• TYpE fSEE NOTES 1$ ~ ~ NOTES 1 3~ O P E R A B L E G L A Z I N G~~ING GIAZING RE(~'D VENT VENT REQ'D SEE NOTE 2 ~ o W 0
INTERIOR FINISHES
MAST~R BAtH 142.60 PICTURE 4040 4040 1 NO YES 13,20 1320 11.40 N/A N/A NIA NIA ~ ~ c~ J
R-131NSULAfION ~ w W °m a o~
~ r' MASYER BR 251.30 SINGLE HUNG 3050 3050 3 YES NO 11.20 33.60 20.10 5.80 17.40 10,05 5.80 ~ a~ ~
~ ~
2 X 4 FRAMING @ 16" ~ 4
~ 0 BEDR',OOM #4 177.20 SINGLE HUNG 3050 O.C. J 3050 1 YES NO 1120 11.20 14.18 5,80 5.80 5.28 5.80 ~
~ ~
~ SINGLE HUNG 3030 314 T.G. OSB z BEDR~OOM #4 3030 2 YES NO 9.80 30.80 5.03 10.06 7.09 5.03 ° o o M
0 U =v ~
PRESSURE TREATED W BEDR~OOM #3 117,77 SINGLE HUNG 3050 3050 2 YES NO 11.29 22.40 14.22 5.8Q 11.60 7.11 5.80 ~ o ~ o
~ SILL PLATE = J d^.
r ~ v 3050 2 YES NO 11.20 22,40 14.54 5.80 11.60 7.27 5.80 N w
11718" WOOD I-JOIST BEDR;OOM #2 181.80 SINGLE HUNG 3050
FINSIH GRADE °a a~
1/2" X 15" ANCHOR BOLT
8" CONCRETE POURED
~ ° WALL .
WATERPROOFING ' ,
' TI N SHOWN FOR MULTIPLE MULLED UNITS RE N 1. SCHEDULE INFORM~A 0 ~ :D UNITS REFLECTS INDIVIDUAL UNIT SIZE.
~ 2. EGRESS FOR ONE VNINDOW ONLY OF MULLED UNIT. REBAR PER , ONLY END MOST UNITS SHALL BE OPERABLE.
• 3. WHEN THREE OR M~ORE UNITS ARE MULLED TOGETHER, ONLY END I LOCALCODE ~ ~
00 ABLE WINDOW OR EXTERIOR DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE. ~
EVERY SLEEPING ROOrM SHALL HAVE AT LEAST ONE OPERABLE WINDC ~ LL CLEAR OPENING WITHOUT THE USE OF A KEY OR TOOL. WHER UVINQOWS ARE
~ LL CLEAR Of THE U~VITS MUST BE OIPERABLE FROM THE INSIDE TO A FU #57 STONE ,LL HAVE A SILL HEIGHT OF NOT MORE THAN 44" AFF. ALL EGRESS OR RESCUE WINDOWS ~
PROVIDED AS A MEAN~ OF EGRESS OR RESCUE THEY SHALL HAVE A S IG OF 5.7 S.F. THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24". THE MINIMUM ~
~ " " CONCRETE FROM SLEEPING ROOf~S MUST HAVE A NET CLEAR OPENING OF 5.7 S.F . 8 X 16 ~a:•: LL BE 2". THE MINIMUM GLAZWG SHI ;LAZING SHALL BE 8% OF THE HABITABLE FLOOR AREA AND THE MINIMUM VENTILATION
F O O T I N G d' N E T C L E A N O P E N I N G W U I D T H S H A 0
. . LL BE 4% OF THE HABITABLE FLOOR AREA. SHA . . ..y.
a,• ; HE OPENING IS NOT REQUIRED ~Y A~D AN AFPROVED MECHANICAL VENTILATION SYStEM
THE GLAZED AREAS M~AY 8E OMITTED IN ROOMS WHERE THE OPENINC ER HOUR IN THE ROOM OR A WHOLE HOUSE MECHANICAL VENTILATION SYSTEM IS
3" DIAM. PERF. DRAIN 4 500 PSI 4" GONCRETE IS PROVIDED CAPABLE OF PRODUCING 0.35 AIR CHANGE PER HOUR IN ) )N AIR OF 15 CUBIC FEET PER MINUTES (CFM) PER OCCUPANT COMPUTED ON THE BASIS OF
' SLAB OVER 6 MIL VISQUEEN INSTAI_LED CAPABLE pF SUPPLYING OUTDOOR VENTILATION AIR OF 1~ ~UPANT FOR EACH ADDITIONAL BEDROOM, AND ARTIFICIAL LIGHT IS PROVID~ CAPABLE OF J
TWO OCCUPANTS FORt THE FIRST BEDROOM AND ONE OCCUPANT FOf . 4" GRAVEL PRODUCING AN AVEREAGE ILLUMINATION OF 6 FOOT CANDLES (6.461x) _ES (6.461x) OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES (762mm) ABOVE THE o
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FOR THE TJ-XPERT WARRANTY
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ROOF SNOW WIND SEISMIC WEATHERING FROST TERMITE DECAY WINTER DE I N
S G TEMP ~ ~Zao`~3zuFiQ , ; ; , _ a oW~QO~~a~ ~azZo
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20 PSF 90 MPH B SEUERE 36" YES YES 3 DEG. F. ~ , • , ` ; ~ ; ~ V ¢Qa?~aU~H
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1. TABLE OF LOADS FOR HOUSE STRUCTURE ~ ; . ' ' ,l' _ _ ~ ? _ _ ~ ? ' ' ? ' ~
1 ~ 1 ` ` ` i ~ i i ~ _ ' ' ~ I(~/~
~ . FLOOR LIVING AREAS - 40 ib. P.S.F. LIVE UNLE,~S NOTED OTHERUUISE ~ \ ? ? \ W
~ ` 5 ~ ~ I .
-15 Ib. P.S.F. DEAD BY CAL L ~ CU ATIO~IS, , .
, _ • - _ ' ~ ~ \ :
, ~ , , , , FLOOR SLEEPING AREAS - . ~ . ~ - ~ - 40 Ib. P.S.F. LIVE UNLESS NOTED OTHERWISE _ ; : ~ ~ ~ ' ` ,.`I , II~I .
' _ , _ " - - ~ _ .
BY CALCULATIONS TFi~N ' ~ ~ ~ ' ~ - ~ ~ ~ , , ~ " - _ • ~ Q . - ~ ' • ~ ~
301b. ~ ; - - ~ ~ ` ~ ~ 1 _ 1 _ I? ~ _ I? _ ` _ _ \
~ ~ ~ ~ ~ i ~ 1 ~ 1 ? 1 1 ~ 1 I ~ ~ ~ ~ i I
GARAGE FLOORS - 50 Ib. P.S.F. LIVE NL - - - U ESS NOTED OTHERWISE .
~ - I.P. - - - 50 b S.F. DEAD BY CALCULATIONS.
ROOF AREAS - TOP CHORD - 25 Ib. P.S.F. LIVE
-1a Ib. P.S.F. DEAD a 0
0
W J Z co
- BOTTOM CHORD - 5 Ib. P.S.F. LIVE ~ 0
WITH STORAGE - 20 P.S.F. G y Q~
- 5 Ib. P.S.F DEAD N w ~
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NET WIND UPL,FT: Ib. P. .F S.
~ W W opm . C~~1P~SS HOME~ INC. ~ ~ ~o
~ 06~ 2 CHURCHILL DRIVE W
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POWELL, OH 43065 o0
DESIGN CRITERIA: ~ e ~ JM MaMO
~ = 0~0 0~0
DESIGN CODES:
P~ON~: 614-885-8300 NW
1. NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION
BY NATIONAL FOREST PRODUCTS ASSOCIATIONS. ~~C: 614-885-8301 ° ° a ~
2. SPECIFICATION FOR THE DESIGN FABRICATION AND ERECTI ~d 0 OF
STRUCTURAL STEEL FOR BUILDERS ~Y AMERICAN INST. OF STEEL )EX SQUARE FOOTAGE
CONSTRUCTION. NUM~ER DESCRIPTION
TION UNFINISHED BASEMENT 485 SF
A-1 COVER PAGE 'AGE BONUS ROOM 515 SF
A-2 GENERAL NOTES ~OTES FIRST FLOOR 1383 SF ~
A-3 FRONT ELEVATI ON VATION GARAGE 701 SF
THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF C OMPASS HOMES INC. AND
UNAUTHORIZED USE OF THESE PLANS WITHOUT TNE WRITTEN CONSENT F _
0 COMPASS HOMES INC. A 4 REAR ELEVATI4N 'AT14N PORCHES & DECKS 0 SF
IS PROHIBITED.
A-5 LEFT AND RIGHT ELEVATI( ELEVATIONS SECOND FLOOR 1959 SF
THESE PLANS ARE SUBJECTED TO MODIFICATION AS NECESSARY TO MEET CODE
REQUIREMENTS OR TO FACILITATE MECHANICAL OR PLUMBING IN TALL S ATIONS OR TO A-6 FOUNDATION PLAN N PLAN TG?TAL LIVING AREA 3857 SF
INCORPORATE DESIGN IMPROVEMENTS.
A-7 FIRST FLOOR PLAN
R PLAN
THESE PLANS ARE NOT TO BE SCALED CONSTRUCTION PURPOSES. DIMEN SION
LINES AND NOTES SUPERCODE ALL SCALE REFERENCES. A-8 SECOND FLOOR PLAN OR PLAN
A-9 WALL SECTION & LIGHT & VENT ~ ~ & VENT SCHEDULE BEENSREVI~E EDFOAAND W
SHALL COMPLY WITH TH~ , 2008 EDITlON OF TH& ~ W
A-10 ROOF PLAN ~N ~ RESIDENTIAL CODE OF OHIO Z Q
A9 ~MIENDED
g ~o~
E-11 BASEMENT ELE T C RICAL PI f RICAL PLAN o~
E-12 FIRST FLOOR & SECOND FLOOR ELEI
~OR ELECTRICAL ~LAN ~ ~ ~ ~ ~ ~
~'~ppA~v~o p~NS Musr oN
, sIrEFOaau.iNSPEcrioNS.
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PREFA~RICATED WO~JD TRUSSES ^ QWQ~ok~~
1, JOISTS UNDER PARALLEL LOAD-BEARING PARTITIONS SHALL BE DOUBLED OR A BEAM OF ~W~~mo~z>
1. 2006 RESIDENTIAL CODE OF OHIO FOR ONE, TWO, AND THREE FAMILY DWELLINGS USED FOR ADEQUATE SIZE TO SUPPORT THE LOAD SHALL BE PROVIDED, 1. LUMBER; SOUTHERN PINE #2, ALLOWABLE STRESS PER THE NATIONAL DESIGN SPECIFICATION N Q w 0~ w~ N a SUPPLEMENT,1997 EDITION;19% MAX. M,C. Z F~ Z~ w g~
DESIGN AND PLANNING. w~°¢Zao~
2. THE ENDS OF EACH JOIST, BEAM, OR GIRDER SHALL HAVE A MINIMUM OF 1 112 INCH OF LOAD 2, HAZARDOUS GLAZING SHALL BE LOCATED IN THE FOLLQWING LOCATIONS: IN ALL !~OOR BEARING ON WOOD OR METAL AND A MINIMUM OF 3" INCHES ON MASONRY( OR CONCRETE. 2, METAL CONNECTOR PLATES: GALVANIZED SHEET STEEL, ASTM A446, GRADE A, COATING CLASS ~ p p w ~ W N z
INCLUDING SLIDING GLASS DOORS AND SIDELIGHTS; GLAZING IN DOORS AND ENCLOSURES FOR HOT G60 PER ASTM A525. MANUFACTURE WITH HOLES, PLUGS, TEETH OR PRORGS UNIFORMLY SPACED o Z o N o~ a~
TUBS, WHIRLPOOLS, BATHTUBS AND SHOWERS; GLAZING IN WALLS ABOVE BATH TUBS OR WITHIN 3. PRE-ENGINEERED FLOOR JOISTS, AND OR TRUSSES SHALL BE EN~INEERED BY THE AND FORMED. ~ z~= W w~ o o.
24" ARC OF A DOOR IN A CLOSED POSITION OR OTHERWISE NOTED ON THESE PLANS. MANUFACTURER. ENGINEERED DATA SHEETS SHALL BE PROVIDED PRIOR TO FRAMING INSPECTION. DESIGN: = awc~=u~~~~-' V' ~=~~ODu.wa TOP CHORD LIVE LOAD: 25 PSF Z~~ o w
TOP CHORD DEAD LOAD: 10 PSF ~ 3~ a o~ 3 Z u~ Q
3. EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE WINDOW OR EXTERIOR DOOR 4, DRILLING AND NOTCHING OF PRE-ENGINEERED FLOORS SHALL BE DONIE PER MANUFACTURERS APPROUED FOR EMER~ENCY ESCAPE OR RESCUE WITH A MIN. NET CLEAR OPENING HGT, OF 24" RECOMMENDATIONS. B O T T O M C H O R D D E A D L O A D: 5 P S F a~~~~ o~ N Q~
AND A WIDTH OF 20". BOTTOM CHORD LIVE LOAD: 6 PSF v~ Q Q Z~~ o~ F
NET WIND UPLIFT: 8 PS
4. A MINIMUM 3 FOOT BY 3 FOOT LANDING SHALL BE PROVIDED AT ALL EXTERIOR D004S WITH 3. FINAL DESIGN OF MEMBERS AND CONNECTIONS IS TO BE BY A PROFESSIONAL ENGINEER,
(4) OR MORE RISERS. REGISTERED IN OHIO, EXPERIENCE IN SIMILAR DESIGN, RETAINED BY THE MANUFACTURER.
5. THE MAXIMUM RISER HEIGHT SHALL BE 7 3/4 INCH AND THE MINIMUM TREAD DEPTH SHALL
BE 10 INCHES WITH A NOSING OF 3/4 INCH BUT NOT MORE THAN 1 114 INCH AT STAIRS WITH 1. STRUCTURAL LUMBER INCLUDING BEARING AND EXTERIOR WALL STUpS: SPRUCE PINE 4. SHOP DRAWINGS SHALL EXHIBIT THE SEAL OF THE ENGINEER RESPONSIBLE FOR THE TRUSS
SOLID RISERS. EQUAL, ALLOWABLE STRESSES PER THE NATIONAL DESIGN SPECIFICATIOIN SUPPLEMENT 1997 DESIGN. Z
5, MAXIMUM LIVE LOAD DEFLECTION IS TO BE L1360. ~
0 IDED AT Al.L STAIRS WITH 4 OR MORE RISERS. HANDRAILS SHALL EDITION;19% MAX. M.C. 6. HANDRAILS SHALL BE PR V N
HAVE A MINIMUM HGT, OF 34 INCHES AND A MAXIMUM HGT. OF 38 INCHES FROM THE NOSING 2, pLYW00D: PLYWOOD: CDX STRUCTURAL II OR BETTER EXTERIOR GLUE. FOR ROOF AND WALLS: OF THE TREADS. PANEL IDENTIFICATION INDEX 24I0 -15/32 INCH MIN. ITH PLYWOOD CLIPS , FOR FLOORS PANEL 6, MAXIMUM TOTAL LOAD DEFLECTION IS TO BE U240. W
~ ~ ~
I SHALL HAVE A CIRCUTAR CROSS SECTION WITH A DIAMETER OF 1 1/4 INCH TO IDENTIFICATION INDEX 32116 - 23132 INCH. 7, HANDRA LS 7, BOLT TOP CHORDS OF ALL MULTIPLE TRUSSES TOGETHER WITH 1/2" DIAMETER BOLTS AT 4'-0" O.C. BOLT WEB MEMBERS TO~ETHER WITfi 112" DIAMETER BLOTS AT 2'-0° O,C, AT
2 INCHES, OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4 CONCENTRATED LOADS, OR PER TRUSS DESIGNER RECOMMENDATIONS.
61/4 INCH AND A LARGEST CROSS-SECTION DIMENSION OF NOT 3. OSB: FOR WALLS:1l2 INCH THICK WITH PANEL INDEX W24, INCHES BUT NOT MORE THAN EXPOSURE 1. FOR ROOFS:112 INCH THICK WITH PANEL INDEX 1 R24, EXCEEDING 21/4 INCH, EXPOSURE 1. FOR Fl_OORS: 314 INCH THICK, STURD-I-FLOOR WITH PANEL If~DEX OF 1~24,
8, IN AREAS WHERE TOP CHORDS OF TRUSSES DO NOT RECEIVE PLYWOOD SHEATHING, PROVIDE
I ED FLOOR SURFACES LOCATED MORE TH,AN 30 INCHES ADOUE EXPOSURE 1, TONGUE AND GROOVE. 8. PORCHES, BALCONIES OR RA S 1 X 4 CONTINUOUS BRIdGiNG PERPENDICULAfi TO TOP CHORDS AND SPACED AT 3'-0" O.C. ~
THE FLOOR OR GRADE SHALL HAVE GUARDRAILS NOT LESS THAN 36 INCHES IN HGT. OPEN SIDES m 9. TRUSS FABRICATOR SHALL SUBMIT COPIES OF THE FINAL, APPROVED FABRICATION DRAWINGS
THAN 30 INCHES ABOVE THE FLOOR SHALL HAVE 4. MICROLAM (LVL): MODULUS OF EIASTICITY =1,900,000 PSI, FB = 2,600 PSI. DESIGN BASED OF STAIRS WITH A TOTAL RISE OF MORE L N T LE THAN 34 INCHES IN H~T, FROM THE NOSING OF THE STAIR. ON TRUSS JOIST MACMILLAN. TO THE DEPARTMENT OF COMMERCE, OFFICE OF CONSTRUCTION COMPLIANCE, PRIOR TO
GUARDRAI S 0 SS FABRICATION AND ERECTION,
HALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES 5. UNLESS SPECIFICALLY SHOWN OTHERWISE, DESIGN, FABRICATION ANID ERECTIO'V SHALL BE 9, REQUIRED GUARDRAILS S GOVERNED BY THE LATEST EDITION OF: NATIONAL DESIGN SPECIFICATIO~J FOR WOOD CONSTRUCTION,
WHICH DO NOT ALLOW THE PASSAGE OF A 4 INCH SPHERE, THE TRIANGUTAR OPENING FORMED BY U,S. PRODUCT STANDARD PS1 2006 RESIDENTIAL CODE OF OHIO FOR ONE TWO AND THREE FAMILY DWELLINGS, w
THE RISER, TREAD, AIvD BOTTOM RAIL SHALL NOT ALLOW THE PASSAGE OF A 6 lNCH SPHERE. ~ ' ' Q
T R SHALL BE HARDWIRED AND INTERCONNECTED WITH A BATTERY 6. JOISTS TO SIDES OF BEAMS:16 GA. GALVANIZED STD, JOIST HANGERS„ UNLESS SHOWN 10. REQUIRED SMOKE DETEC 0 S OTHERWISE. 0
BACK-UP. IN ROOMS WITH CATHEDRAL OR SLOPED CEILINGS THE LOCATION OF THE SMOKE
DETECTOR SHALL BE 3 FEET HORIZONTALLY FROM THE HIGHEST POINT OR PER THE 7. JOlSTS AND TRUSSES TO TOPS OF WALLS AND BEAMS;18 GA. GALVANIIZE~ HURRICANE ANCHORS, ROOF CO~ISTR~JCTION
MANUFACTURERS RECOMMENDATIONS.
LA TICS SHALL COMPLY WITH SECTION 314 OF THE LOCAL BUILDING CODE 8. PLYWOOD TO FLOOR JOISTS - GLUED AND NAILED - USE 8D COATED SIINKERS AT 6 fNCHES O/C 11, THE USE OF FOAM P S AT PANEL EDGES AND 12 INCHES OIC AT INTERMEDIATE SUPPORTS. USE {ADHESIVES MEETING APA ~ INCLUDING BUT NOT LIMITED TO SURFACE-BURNING CHARACTERISTICS AND THERMAL BARRIERS, S ECI C G-0 AND APPLIED IN ACCORDANCE WITH MANUFACTUIRER'S RECOMMENDATIONS. 1. TRUSSES SHALL BE PRE-ENGINEERED BY THE MAiuUFACI"URER ALL TRUSS DATA AND LAYOUT
P FI ATIONS AP 1 SHEETS SNALL BE PROVIDED PRIOR TO FRAMING INSPECTION.
12. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER g, pL OOD TO ROOF TRUSSES OR RAFTERS - NAILED - USE 8D COATED SINKERS AT 6 INCHES 2. RAFTERS SHALL BE NAILED TO CEILING JOISTS TO FORM A CONTINUOUS TIE BETWEEN
THAN 200. ~ O!C AT PANEL EDGES AND 12 INCHES OIC AT INTERMEDIATE SUPPORTS, P~ROVIDE PLYWOOD CLIPS EXTERIOR WALLS WHERE JOISTS ARE PARAI.LEL TO THE RAFTERS. WHERE NOT PARALLEL, a
RAFTERS SHALL BE TIED WITH A RAFTER TIE, LOCATED AS NEAR THE PLATE AS PRACTICAL. O
13. ALL EXPOSED INSULATION MATERIALS INSTALLED IN FLOOR ROOF AND WALL ASSEMBLIES, AT MID-SPAN OF PLYWOOD BETWEEN SUPPORTS. ~ ~ CRAWL SPACES AND ATTICS, SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED WITH AN 10, USE ONE LINE OF SOLID BLOCKING OR CROSS BRIDGING AT 8'-0" OIC M1AX. FOR ALL JOISTS AND RAFTER TIES SHALL BE SPACED NOT MORE THAN 4 FEET ON CENTER. RAFTERS SHALL BE FRAMED ~
ACCOMPANYING SMOKE DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE RAFTERS USE SOLID BLOCKING AT JOIST AND RAFTER BEARiNG. TO RIDGE BOARD OR TO EACH OTHER WITH GUSSET PLATE AS A TIE. W Z ~ ~
WITH ASTM E 84. ' 3. RIDGE BOARD SHALL BE AT LEAST 1 INCH NOMINAL THICKNESS AND NOT LESS IN DEPTH W ~ M
THAN THE CUT END OF THE RAFTER, AT ALL VALLEYS AND NGMINAL THICKNESS AND NOT ~ N
R VIDED IN ALL FRAME WALLS WITH A MAX. PERM 11, IT IS ASSUMED THAT THE STRUCTURAL SHEATHING WILL PROVIDE LATERAL BRACING FOR THE 14. MOISTURE VAPOR RETARDER SHALL BE P 0 STUDS AND ENTIRE STRUCTURE IF SHEATHING IS NOT PROVIDE, USE SOLIID BLOCKING AT MID-HEIGHT LESS IN DEPTH THAN THE CUT END OF THE RAFTER, HIP AND VALLEY RAFTERS SHALL BE W ~ Z=
RATING OF 1.0 ON THE WARM IN WINTER SIDE OF THE THERMAL INSULATION. FOR ALL EXTERIOR STUD WALLS AND INTERIOR BEARING PARTITIONS ANDI METAL DIAGONAL BRACING AS SUPPORTED AT THE RIDGE BY A BRACF TO A LOAD-BEARING PARTITION OR BE DESIGNED TO ~ o W~
15. SILLS AND SLEEPERS ON A CONCRETE OR MASOP7RY SLAB WHICH IS IN DIRECT GONTACT REQUIRED FOR LATERAL STABILITY OF THE STRUCTURE, CARRY AND DISTRIBUTE THE SPECIFIC LOAD AT THAT POINT. ~ a ~ Z
WITH THE GROUND SHALL BE PRESERVATIVELY TREATED, 12. USE DOUBLE JOIST UNDER INTERIOR P~~RTITIONS UNLESS SHOW OTHIERWISE. W o ~ 4. ROOF ASSEMBLIES SHALL HAVE RAFTER OR TRUSS TIES PROVIDED AT LOAD-BEARING W a o~
LOCATIONS. H a u°pj ~
16, WOOD COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED BEARING UNLESS SHO~WN OTHERWISE. PRESSURE PRESERVATIVELY TREATED WOOD. 13, USE DOUBLE STUDS UNDER BEAM AND LINTEL ,
5. ROOF SHEATHING SHALL BE SUPPORTED WITH BLOCKING OR EDGE CLIPS WHEN RAFTERS OR TRUSSES ARE 24 INCHES ON CENTER OR GREATER. ~
D N SHALL BE INSTALLED PER LOCAL JURISDICTION. 14. APPLY CONTINUOUS BEAD OF ADHESIVE ON JOISTS AND GROOVE OF 1fONGUE-ANQ GROQVE 17. PROTECTION A~AINST RA 0 PANELS.
6. SLOPES LESS THAN FOUR Itd TWELVE SHINGLES SHALL BE INSTALLED OVER (2) LAYERS o,~ ~
15, IN AREAS WHERE TOP CHORD OF TRUSSES DO NOT RECEIVE PLYW00)D OR OSB SHEATHING, OF 15# FELT APPLIED PARALLEL TO EAVES WITH 19 INCH TOP LAP AND 12 INCH END LAP, WITH ~ o o M
PROVIDE 1 X 4 CONTINUOUS BRIDGING PERPENDIGULAR TO TOP CHORDS ~AND SPACED AT 3'-0" O.C, END LAPS LOCATED AT LEAST 6 FEET FROM END LAPS IN PRECEDING COARSE. ~
7, AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED ~ 0
16. BEFORE APPLYING FINISH FLQORING, SET NAILS 1!8 INCH BUT DO NOT' F1Ll, AND LIGHTLY SAND ANY SURFACE ROUGHNESS, PARTICULARLY AT JOINTS AND AROUND NAIL:S. TOGETHER OR OF A SELF-ADHERING POLYMER MODIFIED BITUMEN SH~ET, SHALL BE USED IN LIEU OF ~ J ~ ~
NORMAL UNDERlAYMENT AND EXTEND FROM THE EAVE'S EDGE TO A{'OINT AT LEAST 24 INCHES N w
17. PROVIDE AND INSTALL BRIDGING FOR PREFABRICATED WOOD TRUSS~S AS INDICATED ON THE INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. v"
TRUSS MANUFACTURER'S APPR4VED SHOP DRAWINGS, °a a~
1. THE ASSUMED SOIL BEARING SHALL BE 1,500 PSF U.N.O.
2. BASEMENT SLABS SHALL BE A MINIMUM 3 AND ONE HALF INCHES WITH A COMPRESSIVE FIREPLACES
STRENGTH OF 2,500 PSI, PORCHES, STEPS, DRIVEWAYS, AND GARAGE FLOOR SLABS SHALL BE A M~NIMUM 4 INCHES WITH A GOMPRESSIVE STRENGTH OF 3,500 PSI. BOTH SHALL BE AIR
ENTRAINED A MIN. OF 5% AND A MAX. OF 7°/a. 1. CHIMNEYS SHALL EXTEND A MINIMUM OF 2 FEET HIGHER THAN ANY PORTION OF THE
BUILDING WITHIN 10 FEET BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE POINT WHERE
' 3. ALL FOOTINGS SHALL BE A MINIMUM S INCHES X 16 INCHES. TFiE CHIMNEY PASSES THROUGH THE ROOF.
4. FOUNDATION ANCHORAGE SHALL BE MIN. HALF INCH DIAMETER BOLTS AND SHALL EXTEND ~ A MINIMUM 7 INCHES INTO POURED CONCRETE AND 15 INCHES INTO MASONRY. BOLTS SHALL BE 2, A PORTION OF A CHIMNEY LOCATED IN THE INTERIOR OF THE BUILDING OR WITHIN THE EXTERIOR WALL OF THE BUILDING SHALL HAVE A MINIMUM AIR SPACE CLEARANCE TO
SPACES 6 FEET ON CENTER MAX. AND 12 INCHES FROM CORNERS MAX. 1. ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN ACCORDANCE WIITH SECTION 602 OF THE COMBUSTIBLES OF 2 INCHES. ~
BUILDING CODE IN AFFECT.
5. APPROVED ANCHOR STRAPS SHALL BE INSTALLED PER MANUFACTURERS RECOMMEyDATIONS. 3. CHIMNEYS LOCATED ENTIRELY OUTSIDE THE EXTERIOR WALLS OF THE BUILDING,
2, ENGINEERED DATA SHEETS FOR BUILT-UP BEAMS SHALL BE PROVIDEm PRIOR TO FRAMING INCLUDING CHIMNEYS THAT PASS THI~OUGH THE SOFFIT OR GORNICE, SHALL HAVE A MINIMUM
6. BACKFILL SHALL NOT BE PIACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIEN'f INSPECTION. STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN SUFFIENTLY BRACED AIR SPACE CLEARANCE OF 1 INCH THE AIRSPACE SHALL NOT BE FILLED, EXCEPT TO PROVIDE FIRE BLOCKING.
TO PREVENT DAMAGE BY THE BACKFILL. 3. ALL HEADERS IN EXTERIOR WALLS & IN INTERIOR LOAD BEARING WALILS TO 8E ENGINEERED BY
LUMBER YARD. 4. HEARTH EXTENSIONS SHALL EXTE~ID A MINIMUM OF 16 INCHES IN FRONT OF, AND A
7. ALL SURFACES OF STEEL COLUMNS SHALL BE GIVEN A SHOP COAT OF RUST-INHIBITIVE PAINT MiNIMUM OF 8 INCHES, BEYOND EACH SIDE OF THE FIREPIACE OPENING.
UNLESS TREATED TO PROVIDE CORROSION RESISTANCE. 4, FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DfL'AFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) TO FORM AN EFFECTIVE FIRE BARRIER BENJYEEN STORIES, AND
8. CRAWL SPACE SHALL BE PROVIDED WITH CONTINUOUSLY OPERATED MECHANICAL BETWEEN A TOP STORY AND ROOF SPACE. 5. WOOD OR COMBUSTIBLE MATERIALS SHALL NOT BE PLACES WITHIN 2 INCHES OF THE OUTSIDE FRONT, BACK, OR SIDE SURFACE OF A MASONRY FIREPIACE, INCLUDING THE SMOKE
VENTILATION AT A RATE OF 1.0 CFM PER 50 SQ. FT. OF CRAWL SPACE MINIMUM WITH APPROVED CHAMBER AND NOT LESS THAN 6 INCHES FROM THE INSIDE SURFACE OF THE NEAREST
VAPOR BARRIER OVER BASE COARSE. 5. WALL BRACING SHALL BE PROVIDED BY THE USE OF STRUCTURAL SHEEATHING ON THE ENTIRE FLUE LINING.
PERIMETER OF THE HOUSE. SHEATHING SHOULD BE NAILED WI 8d NAILS @ 6" O.C, @ PANEL EDGES & 12" O.C. @ INTERMEDIATE SUPPORTS.
6. FACTORY-BUILT FIREPLACES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS REGOMMENDATIONS AND A COPY SHALL BE PROVIDED PRIOR TO INSPECTION.
6. MASONRY VENEER SHALL BE ANCHORED TO THE SUPPORTING WALL IWITH CORROSION-
RESISTANT METAL TIES. 7. FACTORY-BUILT OR MASONRY FIREPLACES SHALL BE PROVIDED WITH AN EXTERIOR AIR
SUPPLY TO ASSURE PROPER FUEL GOMBUSTION.
7, EACH TIE SHALL BE SPACED NOT MORE THAN 32 INCHES ON CENTER hHOf21ZONTALLY AND SHALL SUPPORT NOT MORE THAN 2 213 SQ, FT, OF WALL AREA.
1. STRUCTURAL STEEL CHANNEL, ANGLES, PLATES, ETC.: ASTM A36, FY = 36 KSI; STkUCTURAL 8. THE VENEER SHALL BE SEPARATED FROM TFiE SHEATHING BY AN AIR SPACE OF A MINIMUM W
STEEL WIDE FLANGES: ASTM A572 OR ASTM A992, FY = 50 KSI; HIGH STRENGTH BOLTS: A5'i M OF 1 INCH BUT NOT MORE THAN 4112 INCH. ~ ~ 0
A325 OR A490; ANCHOR BOLTS; ASTM A307 OR A36; ELECTRODES: SERIES E70; STRUCTURAL g Z
PIPES: ASTM A53 OR A501; FY = 35 KSI MIN; SQUARE AND RECTANGULAR TUBING: ASTM A500 9, FLASHING SHALL BE LOCATED BENEATH THE FIRST COARSE OF MASOINRY ABOVE FINISHED Z J ~ O ~
FY =46 KSI; EXPANSION BOLTS: HILTI "KWIK-BOLT II" OR APPROVED EQUAL. GROUND LEVEL ABOVE THE FOUNDATION WALL OR SLAB, AND AT OTHER POINTS OF SUPPORT. F-
2. MINIMUM BEAM BEARING ON MASONRY = 7112 INCHES UNLESS NOTED OTHERWISE. 10. WEEP HOLES SHALL BE PROVIDED IN THE OUTSIDE WHYTHE OF MAS~NRY WALLS AT A MAX. ~ ~ ~ a Z
SPACING OF 33 INCHES ON CENTER. WEEP HOLES SHALL BE A MIN OF 31116 INCH IN DIAMETER ~ ~ y W ~u~i ~U c(~
3. EMBEDMENT LENGTH OF EXPANSION BOLTS INTO SOLID MASONRY OR CONCRETE SHALL BE AS LOCATED IMMEDIATELY ABOVE THE FLASHING.
FOLLOWS: 112 INCH DIAMETER BOLTS 3112 INCHES EMBEDMENT
314 INCH DIAMETER BOLTS 5 INCHES EMBEDMENT
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' i ~ ~ CONCRETE WALL i i ~ ~ N
~ i i i " " i , ~ ~ 4,~. OVER 16 X 8 , ~ W
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~ I I I . I ~ ~ I I I I ~ FINISH GRADE ~
~ j O I I I ~ Q
~ I ~ I I I ~ ~ ~ ~ ~ ~ 2i~n ~ I 1/2" X 15" ANCH~R B~LT ~
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- ~ I I i I ~ NC UNIT i' WATER ~ i CONC. PAD WATERPR~~FING FACE
~ ~ ~ ~ i ~ ~ ~ HEATER ' i ~ ~ ~ ~
i i , 4~~q~ i i ~ i ~ ~ ~ ~ 31/2 O,D.
i ~ TOPOFSLAB ~ ~ ~--F~Jk~1~1CE ~ i ~ ~ ~ ~ ~ ~ ADJ.STEEL ~ REINF~RCFMENT PER
~ i 12'~" i i ~ ~ COLUMN ' ~ 2 ~ ; ~ CHART H= HEIGHT ~F WALL
I, ~ ~ TOPOFFOUND. ! I ~ ~ ____~WSX 8(a~ 2 2 ~ I ~ i i ---~3 , ------------~t i . a
~ I 4~~~ I I 4"XB"X9" BEAM ~ I I I I i i i 4"X8"X8" B I ~ 0 0
~ i TOP OFFOOTING i ~ POCKET i i I i i , ; ; POCKET ~ i BACKFILL WITH W J
~ I i i I I I I I _ U 2__~ ~ ~ ~ I I I I I I ~ ~ ~ ~ I I ~ ~ I 14R. N ~ ~ GRAVEL T~ 36° V Z~
~ ~ ~ 42" X 42" X 12" M ~ ~ AB~VE F'~I]TER 8° X lo" C[]NCRETE FDOTING W ~ O
~ i i iFLUSH MOUNT ~ I~~ SMOKE N i ~ LIGHT TECTOf:~ CONCRETE PAD cv , ~ . ~ vyi 0 `t
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ j ~ 8' X 8' POURED CONCRETE WALL I I(R303.6) i i I I I I i i CARBON WI (4) #5 E.W. N ~ ~ ~ °Q W~
i ~ OVER 16° x 8° FOOTING ~ ~ I i i i I I i i MONOXIDE j~ I i ~;f•• ~ a JZ
~ i : i i i i i i I i;-~i-------- ~ I i i ~ i i i i i i i i, i i ~ ~ ~ i ~ i ~ i i i i i i, i i ~ ~ ~ i ~
~ ~ ~ ~ ~ ~ ~ 6 il ~ i ,W8X18(a~22-2 ~ ~ 3" DIAM~ PERF~ DRAIN ~ ~ ~ ~ (4,500 PSI) 4" CONCRETE SLAB ~VER 6 MIL W a p m ~
I i - i VISQUEEN ~ a ~ 0
~ ~ ~ ~ ~ 4°X8"X8" BEAM ~ I I----------- I 4"X8"X8" BEAM ~ ~ ~ ~ I I I I j ppC!(ET i i i i ~ POCKET j ~ 4' GRAVEL
_ ~ ~ ~ 11-3 /4 , ~ w
i i i' 31/2" 0, D. 4"; i i i i i ~ i >
~ ~ ADJ. STEEL , ~ BASED ~IJ CL7NCRETE STRENGTH 1S A MINIMUM ~F 3000 PSI p~ c
i ~ ~ ~ COLUMN i ~ ~ ~ ~ i - i ~ THE YEILD ~F THE REINF~RCING IS 60000 PSI ~ o o M
i ~ ~ i N i ' i i i THE FOLLOWING ARE THE ALL~WABLE HEIGHTS FpR A BASEMENT WALL ASSUMING I
I I I ~ (M I I ~ ~ ~ N THE REINFORCING IS PLACED 1 1/2' FROM THE INSIDE (L~WER GRADE) FACE ~F ~ 2 THE WALL wITH A GRANULAR FREE DRAINING MATERIAL, AND A MAXIMUM ~ O ap ~
I I I ~ M Z' I EQUIVALENT SOIL PRESSURE OF 75 psf. NW
~ ~ ~ I 0'-4" ' ~~S j ~ I ~ ' TOP OF SIAB ~ ~ v..
I ~ ~ i ~ ~ REINFORCING SIZE WALL THICKNESS ° a a~
~ ~ j I 8'-0' I ~ i I i i TOP OF FOUND. j i & SPACING 8" 10" 12"
I ~ I ~ I UNREINFORCED 7,08' 822' 9,09'
~ ~ ~ i a'-0" i ~ 3 i i ~ ~ TOP OF FOOTING ~ i 3 #4 @ 24" 8,33' 9 2' 9~9'
~ ~ UNEXCAVATED Wl4 ~ ~ n;SUMP ; ~ o . _
i i CONCRETE SLAB OVER i' ' i °z I ~ n ~ I r- I #5 @ 24" 9,66' 10,7' 11,5'
~ ~ 4 GRAVEL BASE ~ ~ 3 ~ ~ ' ; ; ~ i #6 @ ~4" 10,8' 119' 12,9'
~ ~ ~ ~ i i ~ i i i-------------------------~
i i ~ i i i ~ i i i i ~ R THE F~LLOWING ARE THE ALLOWABLE HEIGHTS FOR A BASEMENT WALL ASSUMING
i i i ~ , i i i i THE REINFORCING IS PLACED 1 1/~' FR~M THE iNS1DE (L~WER GRADE) FACE OF
i ~ i i ~ ; ; ~ ~ PORCH THE WALL WITH A GRANULAR FREE DRAINING MATERIAL, AND A MAXIMUM EQUIVALENT SDIL PRESSURE ~F 55 psf,
~ , , ~ ~ j I I i i t56;UNEXCAVATEDWI4"
~ ~ I CONCRE?E SLAB OVER I
~ ~ ~ i I GRAVEL FILL I ~ ~ ~ ~ REINF~RCING SIZE WALL THICKNESS \
~ I I ~ I I I & SPACING 8" 10" lz" ~
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I ~ ~ I #4 @ 24" 9.25' 10,33' 1L0'
I I ~ I I ~ ~ I #5 @ 24" lOJ' 12,1' 12 75'
I ~ ~ I I ~ ~ I
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~ ~ ~ ~ ~ ~ ~ ~UP (R303. ) ~ ~ ~ ~ ~ ~ ~ N a
~ I I I I I I I I r N E g ~ ~ ~ ~ ~ ~ ~ ~ DESCRIPTION R.O. UUIDTH R.O. HEIGHT ~ 0
~ ~i NICHE SMOK ~ ~ i i i i i 2, n i_ n DETECTORI ] 2 W J
i i i i i i i i , ~ ~ ~ ~ CARBON ~ ~ ~ ~ ~ ~ ~ ~ ~ I i ~ u i i i i i i i ~ ,
~ 30 4"7 ~v10NOXIDE ~ ~ ~ ~ DOWN ~ N a ~ ~ ~ ~ ~ ~ ~ ~ SMOKE KEY NICHE - BOTTOM OF 141/4" 15112" W 0 0
~ o o ~ ~ ~ ~ ~ ~ ~ ~ DETECTOR ~ i i i i i i i i ' ~ y Q~
M ' ' ' ' ' ' ' ' FRIDGE N ~ . ~ 3-0 NICHE 53" OFF FLDOR ~
~ ~~~-~Z`~- ~ ~ c~ ~ ~ ° w~
O o0 ~ ~z FIREPLACE 42" 41" W W a m
~ ° a
3'-8" 3112" O.D. ST EL EDGE OF Q ~ ~ ----~ptifA~1N FOUNDATION ~ ~ ¦ 2-4 2'-6 r ~ ~ a ~o
~ i ~ ~ ~ ~ ~ q d. op
N i ~ I I i i X ~ W
~ ; MASONITE (20 MINUTE) F R , ~ i i ~ i ~ ~ o >
o , ; RATED STEEL DOOR N ~ M i i ; ; N ~ i ~ I I DOME FOR ~ ~ i i o ~ o~ ~
' ~RCO R3O.9. ~ n LIGHT IN CEILING I I ' ~ n ' ~ o ~ 10-458 ~ 12_p ~ Q r , ~ i N N p ~
i i 1 Q i i x i J~ M~ x~ ~ U
~ 21'-2" BENCH ~ ~ ; ~ q ~ ii ~ ~ N o ~ENERAL NOTES ~ o o ~
~ ~ ~i ~ ~ N ~ 6~_ ~ ~ = J
' ~ ~ ' 4 1. ALL EXTERIOR WALLS ARE 4" WIDE (UNLESS NOTED), N w
~ „ i OUND i o ~ ~ ° 9112 , x ~ Q ~ ~ ~COLUMNS i Q 2. ALL INTERIOR WALLS ARE 3112" WIDE (UNLESS NOTED), o~
i i i ~ ~ ~ ~ TR,4Y CEILIN~' N ~ 3. ALL HEADER HEIGHTS ARE 6'-11" (UNLESS NOTED). a~-
i N i Q I I 4. ALL HEADERS ARE SIZED BY LUMBER YARD.
~ , N ~ N I ' ' I N ~ 5. ALL STUDS ARE SPF STUD GRADE (UNLESS NOTED).
~ N ~ 31l2" O.D, STEEL ~ ~ 8. FLOOR JOIST LAYOUT ENGINEERED BY LUMBCR YARD.
-----i-------~ n -----~l~u1R-- ~ i 5-0 7. TRUSS LAYOU7 ENGINEERED BY LUMBER YARD.
~ W12 X 30 @22 -0 ~ ~ s~-o° x s~-o^ N N , i 8. ALL ANGLE'NALLS ARE 45 DEGREES (~'NLESS NOTED),
~ ~ ~ ~ O i ~
o ° ; RCO R3092 N , N ' ~ O
M = M ~ GARAGE SiAB o in '
. ' ~ SLOPE _ ~ ~
~ 4 INCH FALL ~t
~ 3112" O.D. ST EL E-
COLUMN 6'-0'x6'-D" ~
~ ~
RC ~ R309,2 518" DRYWALL .
Q ( N WALLS AND CEILINGS 0 )
~ ~
~ ~ ATTIC
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~ ~ ~ ~ W DETECTOR ~ ~ ~ ~ ~ ~ X W DOW~ ~ ~ ~ ~ ~ ~ ~ ~ o M ~ a
~ ~ ~ I I I I I I I N N M 0
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M ~n SMOKE ~ ~ ~ ~ ~ ~ ~ ~~_6~~ p DETECTOW ~ ~ ~ ~ ~ ~ ~ Z Cfl
_ ~ ~ ~ ~ ~ ~ ~ _ : . - s~ R80 ~ ~ ~ ~ ~ ' DOWN ~ - MONOXI ~ ¦ N 0~ O W ~M
N N N N ~ SMOKE 2-6 ~ ~ ~ ~ ~ ~ M i i i i i i i i ~ ~ ~ ~ , , , , , , , DETECTOW ~ ~ y a~
M M M M ' ' ' ' ' ' ' CARB~N ~ tA w ~ _
MONOXIDE ° M `0 ~ N
3•112' DEEP ° N ~ ~ p e ATTIC ART NICHE ~ 2'-~" ' ~ ~ Q JZ
, cq ACCESS _ _ ' M W p J W m
12'-11 ~12" " _ - - - a o~ ~ a N~
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~ ~ ~ `Y x ~
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° cV N ~ DETECTOR ~ ~
N ~ ° ~ 5- 1/2 W ~ 13-0 ~ M o N r~ JM M~ _ ~p
~t ~ ~ ~ a Z ~ O i ~ ~ r - 0 ~ r ~ ~ = 0~0 0~0
~1' r r ~ i n U f~ r ~ ~ 6 -0 = J
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~ ~ ~ ~ ~ ~ , N ~ ~
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v u 2~'6
~ ~ ~ ~ ~ DESCRIPTION R.O. WIDTH R.O. HEIGHT
N , i 3~_p~~ x 5~~~ d' ~ ~
~ ~ ~ , ~
~ ' 6'-0" x 5'-0' N , ~ MEDICINE CAB. 14112" 18112" ~
M , ~ ~ ~ i ~
. ~ ~ ~ ~
~ ~ ~ ~ ~ ~
~ ~ ~
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O ~ ~ i ~ ~ i~ i i n ~i i O
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2'-D" x 4'-0"
GENERAL NOTES: Q
1, ALL EXTERIOR WALLS ARE 4" WIDE (UNLESS NOTED). W a
2, ALL INTERIOR WALLS ARE 3112" WIDE (UNLESS NOTED), ~ ~
3'-6" 3'-6" 7'-5 314" 6'-10114" 3. ALL HEADER HEIGHTS ARE 6'-11" (UNLESS NOTED). Z p
-10 7Y`~8 7116" 4. ALL HEADERS ARE SIZED BY LUMBER YARD. ~
~ 7~_p~~ 4~_3~~ 14~.~~~ g~_p° 3'-p" 3'-8 718~~ 2~_$~~ 6 -7112 5. ALL STUDS ARE SPF STUD GRADE UNLESS OTHERWISE NOTED. Q 0 o Z
° " 4° 11/~" 414~" 3112~~ 4° 4~~ 4~~ 4° 6. F L O O R J O I S T L A Y O U T E N G I N E E R E D B Y L U M B E R Y A R D. m ~ ° 0
4 ~ 4 ~ ~ ~ ~ " '-71/8" 4'-4 718" 3~_~~~ 6-11112 7-8 4-4112 15-0 10-0 7. TRUSS LAYOUT ENGINEERED BY LUMBER YARD, o~ y U
8. ALL MEDICINE CABINETS HAVE HEADER I'.EIGHTS OF 6'. °,°n $ U o N
54'-0" 9. ALL MEDICINE CABINETS ARE 4112" OFF BACK OF INALL. 10. ALL ANGLE WALLS ARE 45 DEGREES ~UNLESS NOTED).
S 00
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MINUMUM 15#
ROOFING PAPER
7116" OSB SHEATHING
WITH CLIPS
Z O
SEE ELEVATIONS FOR N
PITCH 12 w
P ~
ASPHALT SHINGLES
VENTED AIR SPACE
APPROVED ICE GUARD R-30 BLOWN ~HT WENT AND EGRESS SCHEDULE
A MINIMUM 24" INSIDE INSULATION ~ OUTSIDE WALL
P MANUFACTURER: ATRIA 1NINDOWS m
EAVE DRIP EDGE UNIT TOTAL S_F. UNIT TOTAL S_F.
ROOM MODEL# ~DEL # TEMP. S_F• S_F. GLA'LIIVG S_F, S_F. VENT S.F. EGRESS
R04M S-F• TYPE (SEE NOTES 1$ 3) OTES 1 3(, ~y, OPERABLE GLAZING ~~INGGLAZING REQ'D VENT VENT REQ'D SEE NOTE 2 W
CONTINUOUS SOFFIT
VENT a 3060 3 YES NO 13.80 41,40 15.94 7,10 21.30 7.96 7.10 p
~ LE HUNG 3060 „ ~ p QINfNG ~t00M 199.10 SING 112 OSB SHEATHING R-13 INSULATION ~
~ 0 ~
~ GREAT IROOM 332.00 SINGLE HUNG 3060 3060 3 YES NO 13.80 41.40 26.56 7.10 21.30 13.28 7.10
00 N
~ 3060 LL STUIDY 152.00 SINGLE HUNG 3060 2 YES NO 13.80 27.60 12.1 E 7.10 14.20 6.08 7.10
314" T.G. OSB 4040 2 NO NO 13.20 26.40 11.40 NIA N/A NIA N/A
BONUS ROOM 419.00 PICTURE 4040 a
0
0
11718" WOOD I-JOIST a W Z ~p
0
UNIT TOTAL S._F. UNiT TOTAL S._F:
SEE SPECIFICATIONS ROOM MODEL # EXTEftIOR FINISHES S,F. S.F. GLAZING S_F. S_F. VENT S.F. EGRESS o N Q~ ODEL # TEMP. - - y o
ELEVATIONS FOR RO'OM S-F~ TYPE (SEE NOTES 1 31 (SEE ) JOTES 1 3~ OPERABLE GLAZING~~ING GLAZING REQ'D VENT VENT REQ'D SEE NOTE 2 W W = d, o W 0
INTERIOR F~NISHES ~ Q JZ
. MASTEIR BATN 142.60 PICTURE 4040 4040 1 NO YES 13,20 1324 11.40 NIA NIA N/A NIA } W o m
R-13 INSULATION 00 W a o~
~ LE HUNG 3050 3050 3 YES NO 11.20 33.60 20.10 5.80 17.40 10.Q5 5.80 ~
MAST~R BR 251.30 SING
~ ~ 2 X 4 FRAMING @ 16" ~ ~
~ ~ BEDR~OM #4 177.20 SINGLE HUNG 3050 O.C. ~ 3050 1 YES NO 11.20 1120 14.18 5,80 5.80 5.28 5.80 ~
~ o~ ~
~ G 3030 3/4 T.G. OS3 z BEDR~~M #4 SINGLE HUN 3030 2 YES NO 9.80 30.80 5.03 10,06 7.09 5.03 ~ o M~ =~r ~~y
O U az
W BEDRQOM #3 177.77 SINGLE HUNG 3050 3050 2 YES NO 11.20 22.40 14.2? 5,80 11.60 7.11 5.80 ~ o
PRESSURE TREATED ~n
SILL PLATE NW 3050 2 YES NO 11.20 22.40 14.54 5,80 11.60 7.2"r 5.80 ~
BEDRC~OM #2 181.80 SINGLE HUNG 3050 11718 VIIOOD I-JOIST °a a~
FINSIH GRADE
1J2" X 15" ANCHOR BOLT
~ " ONCRETE POURED 8C
WALL
, . WATERPROOFING ~
D UNITS REFLECTS INDIVIDUAL UNIT SIZE.
~ INFORMaTION SHOWN FOR MULTIPLE MULLED UNITS REF N 1. SCHEDULE
~ NE W'INDOW ONLY OF MULLED UNIT. r- 2. EGRESS FOR ~ REBAR PER ONLY END MOST UNITS SHALL ~E OPERABLE.
, WHEN THREE OR MqRE UNITS ARE MULLED TOGETHER, ONLY END ti ~ 3 LOCALCODE ,
~ BLE WINDO~ ,BLE WINDOW OR EXTERIOR DOOR APPROVED FOR EMERGENCY EGRESS OR RESGUE.
EVERY SLEEPING ROOfW SHALL HAVE AT LEAST ONE OPERA ~ E INSIDE TO A FULL CLEAR OP L CLEAR OPENING WITHOUT THE USE OF A KEY OR TOOL. WHER WINDOWS ARE
THE UNITS MUST BE OPERABLE FROM TH #57 STONE EY HALL HAVE A SI .L HAVE A SILL HEIGHT OF NOT MORE THAN 44" AFF. ALL EGRES~ OR RESCUE WINDOWS ~
PROVIDED AS A MEANS~ OF EGRESS OR RESCUE TH S „ T LEAR OPENING OF 5.7 S.F, 3 OF 5.7 S.F. THE MINlMUM NET CLEAR OPENING HEIGHT SNALL BE 24". TI1E MINIMUM
8 X 16 CONCRETE FROM SLEEPING RCOMIS MUST HAVE A NE C LAZING SHALL BE 8% OF THE HABITABLE FLOOR AREA AND TH~ MINIMUM VENTILATION
PENING VWIDTH SHALL BE 20". THE MINIMUM GLAZING SHA ~a' FOOTING d' NET CLEAN 0
. , SHALL BE 4% OF THE H~ABITABLE FLOOR AREA. , . ~ ~
IE OPENING IS NOT REQUIRED BY AND AN APPROVED MECHANICAL VENTILATION SYSTEM
THE GLAZED AREAS M~1Y BE OMITTED IN ROOMS WHERE THE OPENING E PER HOUR IN ~ :R HOUR IN THE ROOM OR A WHOLE HOUSE MECHANICAL VENTILATION SYSTEM IS
" IN " NCRETE IS PROVIDED CAPABLE OF PRODUCING 0.35 AIR CHANG 3 DIAM. PERF. DRA (4,500 PSI) 4 CO ~N AIR OF 15 CUBIC FEET PER MINUTES (CFM) PER OCCUPANT COMPUTED ON THE BASIS OF
N INSTALLED CAPABLE OIF SUPPLYING OUTDOOR VENTILATION AIR OF 15 SLAB OVER 6 MIL VISQUEE ;UPANT FOR EACH ADDITIONAL BEDROOM, AND ARTIFICIAL LIGHT IS PROVIDE CAPABLE OF W
TWO OCCUPANTS FOR THE FIRST BEDROOM AND ONE OCCUPANT FOR ES (6.461x) OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES (762mm) ABOVE THE o
4" GRAVEL PRODUCING AN AVEKA,GE ILLUMINATION OF 6 FOOT CANDLES (6.461x) ( w
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