HomeMy WebLinkAbout2005-P08574 - new structure PERMIT
CITY OF ORONO
2750 Kelley Parkway- PO Box 66 Permit Number: P08574
Crystal Bay, Minnesota 55323 Permit Type: New Structure
(952) 249-4600 Date Issued:
6/14/2005
SITE ADDRESS: 645 Old Long Lk Rd Unit#
Wayzata,MN 55391
PID: 36-118-23-32-0004
DESCRIPTION: UBC Occupancy R3
Construction Type VN
Proposed Use: Residential Census Code 101
Permit Class: Building
Permit Type:
New Structure Permit Sub-type(s): New Home-Single Family
DETAILS:
Approved per resolution#:
Separate permits required: Plumbing Mechanical Septic Fireplace Sewer Connection Irrigation Well(state)Electrical
(state)Other-0
NOTICES/REMARKS:
Reclaim SAC From Demo Credit 02/22/01
FEE SUMMARY: Permit Fee: $ 5,133.75
Valuation: $ 900,000.00
Plan Review Fee: $ 3,336.94
State Surcharge Fee: $ 450.00
SAC Fee: $ 1,450.00
TOTAL FEE: $ 10,370.69
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APPLICANT: John Thomas Custom Homes,Inc. OWNER: -1faie4iut&Alistair Jacques
1161 Wayzata Blvd. #218 645 Old Long Lake Road
Wayzata,MN 55391 Wayzata MN 55391
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING.2317/REQUIREMENTS.
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r.ANT PERMITEE SIGNATURE ISSUED BY SIGNATURE
Copies. `-File(Signatures Required), 1-Applicant, 1-Monthly Reports, I-Assessing,(If Septic, 1-Septic) Page 1
Apr-04-2005 01:5Tpm�,�4 om-CITY OF ORONO �- ,i +9522494616 T-7?J F1001/002 F-018
4rG\ Lilt 6113/G�
/D 370. 69 0, c%\ �1
Total Fee: S , (Q` ,�i , Date Received: 0 g'S 7‘.(
Entered By: it(--- C1.)0' Permit#: __. y l s/o
CITY OF ORONO - BUILDING PERMIT APPLICATION
All information must be submitted in full before plan review will be started.
.%)cm ui:62....myz...cilaittra2ZMI:fornsfKii7).
THE APPLICANT IS: (circle one)
OWNER ORONTRACTOR
JOB SITE ADDRESS: (t5 cW L/ Q fikEEXCAl0 ZIP: r.4/
.
Will this be a Parade of Homes,Remodelers Showcase Home or other Display Home?
Yes ❑ No If yes, a special event permit is required with Police Department and City
Council approval 60 days prior to the event. Non permitted events will not
be allowed.
NAME OF OWNER: 44S4cz, \ArCQUE PHONE: (home) ' 47/.o45O
(work) (o(2 -S54 • S97_41
MAILING ADDRESS: 296S Du) b - CITY: O'e t0 ZIP: l
CONTRACTOR: � N6 GU 4 vt tt 1A�(,r PHONE: 157-744.7 999
CONTACT PERSON:, AGK - ' MOBILE/PAGER: G/ ,?. 240.
MAILING ADDRESS: I IIQI WA • • = 4 .* ,2 CITY: �Z4?4k- ZIP: '5 3)I
STATE LICENSE: # 45z
ARCHITECT/ENGINEER: PHONE: 011•125).Z
MAILING ADDRESS: 4 CITY: QVl P(!- ZIP: P.dc 10
NAME: VAI( (187P i-rg l '['' • REGISTRATION#
TYPE OF WORK: New /\ Accessory Structure
Addition Move
Remodel/Alteration Laud Alteration /
PROPOSED WORK(describe in detail): lc ?(L(r& jJJ'fr\O Mya4 �, ^ '
STORIES: 2 SQ. FEET OF EACH FLOOR: N " 1q2511 V�L�%(Iq$ (� Q
NO.OF BEDROOMS: 4 GARAGE STALLS: ATT. 3 DET.
-1 �1
`
ESTIMATED CONSTRUCTION VALUATION(excluding land): $ 04 C c "\
I hereby apply for a building permit and I acknowledge that the information above is complete and accurate;that the
work will be in conformance with the ordinances and codes of the City and with the State Building Code;that I
understand this is not a permit and work is not to st. ,f ,ut a permit;and that the work will be in accordance with
the approved plan.
APPLICANT'S SIGNATURE. tri%�
DATE: 4. 4.675
Total Fee: $ Date Received:
Entered By: Permit#:
CITY OF ORONO - BUILDING PERMIT APPLICATION
All information must be submitted in full before plan review will be started.
(please print all information)
THE APPLICANT IS: (circle one) OWNER OR CONTRACTOR
JOB SITE ADDRESS: ZIP:
Will this be a Parade of Homes,Remodelers Showcase Home or other Display Home?
❑ Yes ❑ No If yes,a special event permit is required with Police Department and City Council approval
60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates
sufficient on-site parking is available. Non permitted events will not be allowed
NAME OF OWNER: PHONE: (home)
(work)
MAILING ADDRESS: CITY: ZIP:
CONTRACTOR: PHONE:
CONTACT PERSON: MOBILE/PAGER:
MAILING ADDRESS: CITY: ZIP:
STATE LICENSE: # EXPIRATION DATE:
ARCHITECT/ENGINEER: PHONE:
MAILING ADDRESS: CITY: ZIP:
NAME: REGISTRATION: #
TYPE OF WORK: New Addition Accessory Structure
Move Home Remodel/Alteration
PROPOSED WORK(describe in detail):
STORIES: SQ.FEET OF EACH FLOOR:
NO. OF BEDROOMS: GARAGE STALLS: ATTACHED DETACHED
ESTIMATED CONSTRUCTION VALUATION(excluding land): $
I hereby apply for a building permit and I acknowledge that the information above is complete and accurate;
that the work will be in conformance with the ordinances and codes of the City and with the State Building
Code;that I understand this is not a permit and work is not to start without a permit;and that the work will be
in accordance with the approved plan.
APPLICANT'S SIGNATURE: DATE:
31
Sec.13.04 RIGHTS OF SUBJECTS OF DATA
Subd.1. Type of data. The rights of individual on whom the data is stored or to be stored shall be as set forth in this section.
Subd.2. Information required to be given individual.An individual asked to supply private or confidential data concerning himself shall be
informed of: (a)the purpose and intended use of the requested data within the collecting state agency,political subdivision,or statewide system;(b)
whether he may refuse or is legally required to supply the requested data;(c)any known consequence arising from his supplying or refusing to supply
private or confidential data;and(d)the identity of other persons or entities authorized by state or federal law to receive the data.This requirement shall
not apply when an individual is asked to supply investigative data,pursuant to section 13.82,subdivision 5,to a law enforcement officer.
The commissioner of revenue may place the notice required under this subdivision in the individual income tax or property tax refund
instructions instead of on those forms.
Subd.3.Access to data by individual.Upon request to a responsible authority,an individual shall be informed whether he is the subject of
stored data on individuals,and whether it is classified as public,private or confidential. Upon his further request,an individual who is the subject of
stored private or public data on individuals shall be shown the data without any charge to him and,if he desires,shall be informed of the content and
meaning of that data. After an individual has been shown the private data and informed of its meaning,the data need not be disclosed to him for six
months thereafter unless a dispute or action pursuant to this section is pending or additional data on the individual has been collected or created. The
responsible authority shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority
may require the requesting person to pay the actual costs of making,certifying,and compiling the copies.
The responsible authority shall comply immediately,if possible,with any request made pursuant to this subdivision,or within five days of
the date of the request,excluding Saturdays,Sundays and legal holidays,if immediate compliance is not possible. If he cannot comply with the request
within that time,he shall so inform the individual,and may have an additional five days within which to comply with the request,excluding Saturdays,
Sundays and legal holidays.
Subd.4. Procedure when data is not accurate or complete.An individual may contest the accuracy or completeness of public or private data
concerning himself.To exercise this right,an individual shall notify in writing the responsible authority describing the nature of the disagreement.The
responsible authority shall within 30 days either: (a)correct the data found to be inaccurate or incomplete and attempt to notify past recipients of
inaccurate or incomplete data,including recipients named by the individual;or(b)notify the individual that he believes the data to be correct.Data in
dispute shall be disclosed only if the individuals statement of disagreement is included with the disclosed data.
The determination of the responsible authority may be appealed pursuant to the provisions of the administrative procedure act relating to
contested cases.
DATA PRIVACY ADVISORY
In accordance with M.S. 13.04,Subd.2,"Rights of subjects of data",we would like to inform you that your request
for a permit or license from the City of Orono or any of its departments may require you to furnish certain private or
confidential information.
You are notified that:
1. The information you furnish will be used to determine your qualification for the permit or license
requested.
2. You may refuse to supply data,but refusal may require that the City deny the permit or license.
3. The information may be shared with other local, state or federal agencies to the extent necessary to
process the permit or license.
4. If your requested permit or license requires Council action to approve,some information may become
public.
5. You have certain rights under M.S. 13.04(available upon request)to review private data on yourself.
6. Your /11 name� is required to process this application or permit.
Cer ri
iu
Fir-st Middle Last
Address
Cit-y State Zip Phone
I understa as stated above.
Signature
/�I,
32
CHECK OFF LIST FOR ISSUANCE OF PERMITS
FOR OFFICE USE ONLY
ADDRESS OR LEGAL: (o'4 0t.-0 LOr 6 K-Ar CZoI
PID:
DESCRIPTION OF WORK: ("IE'-A. (2-es •
ZONING REVIEW BY: cclDAy
TE APPROVED: rs -4?-6
BUILDING REVIEW BY: I f DATE APPROVED: ¢--e cirr (0,13•o5-
•
FEES TO BE CHARGED: Misc. Fees Calculated By:
PERMIT Yes ✓ No
PLAN REVIEW Yes ✓ No SEWER CONNECTION
STATE SURCHARGE Yes ✓ No WATER CONNECTION
INVESTIGATION FEE Yes No PARK FEE
SAC Yes 1. No SITE INSPECTION
•
Number of SAC Units' 5dgcOTHER (specify) M M-_- -�
ZONING CHECK LIST Zoning District:
Fire Department: Post Office: School District: _..
Lot Area: Sq.ft. '1441506;;Z Acres I. o2Z Width Depth
Survey Submitted: Yes A. No Date of Suvey: 3-31-05
Proposed Setbacks
Front(Lake): SS•to Right Side: '/S. 5
Rear(Street): SS Left Side: 9O'
Adjacent Structures: N(, Wetland: N//4
Building Height: Def Hgt. 2"7' Peak Hgt. 3Z`
Lot Coverage: - S 2 '1-
Grading: Staff Approval Date: 6-13 0 S TK 4'-By: Council Approval Date:
Septic: Staff Approval Date: NWA By:
Zoning File: # D(-27r Resolution: # S/8S Resolution Date: 6-/y-D
Shoreland District: VV 0
Avg.Setback: Bluff Setback: Lot Coverage:
Existing Proposed
Hardcover: 0-75'
75-250'
250-500'
500-1000'
Hardcover
Hardcover Variance Required: Yes No Date of Council Approval:
REMARKS(in house):
3I
•
BUILDING REVIEW CHECK LIST
UBC: IZ'3 • CONSTRUCTION TYPE: V/1/4-1
Sq Footage S Per Sq Fig
Basement x = •
1st Floor x =
2nd Floor x =
Garage x
x =
TOTAL
Estimated Construction Value: S 900,00D
Inspections Required: Work Requiring Separate Permits:
Site 0< Plumbing • Fire
Hardcover Removal —o'tvfechanical Water Connection
K FootingSeptic A( Sewer Connection
r Framing ac Fireplace Lawn h•rigation
co, Insulation . • (Masons}) Other
Wall Board (tvffg) oC Well(State Permit)
Final. Grading/Filling y,�Electrical(State Permit)
Other
REMARKS(IN HOUSE):
REVIEW BY OTHERS: DATE:
Access: Existing New
Access Approval: Date By:
REMARKS (TO BE NOTED ON PERMIT):
32
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Permit Number
REScheck Compliance Certificate Checked By/Date
2000 Minnesota Energy Code
REScheckSoftware Version 3.6 Release 1
Data filename:T:\00proj\F_Nacques\4_TECHNICAL SUPPORT\4_CONSULTANT OTHER\Jacques res check.rck
PROJECT TITLE:Jacques
COUNTY:Hennepin
STATE:Minnesota
ZONE: 2
CONSTRUCTION TYPE: Single Family
WINDOW/WALL RATIO:0.24
DATE: 03/24/05
DATE OF PLANS: 3.23.05
COMPLIANCE:Passes
Maximum UA=701
Your Home UA=629
10.3%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor1LA
Ceiling north roof:Flat Ceiling or Scissor Truss 386 42.0 0.0 11
Ceiling south roof:Flat Ceiling or Scissor Truss 515 42.0 0.0 14
Ceiling east west elevation:
Cathedral Ceiling(no attic) 535 38.0 0.0 14
North Wall:Wood Frame, 16”o.c. 820 19.0 0.0 34
Window n 203-205: Above-Grade:Metal Frame:Double Pane 34 0.250 9
Window n105-n118:Above-Grade:Metal Frame:Double Pane 103 0.250 26
Window n 201-202:Above-Grade:Metal Frame:Double Pane 15 0.250 4
Window N200,N100: Above-Grade:Metal Frame:Double Pane 20 0.250 5
Window n 101-n104: Above-Grade:Metal Frame:Double Pane 47 0.250 12
Door 1: Glass 22 0.250 6
South Wall:Wood Frame, 16"o.c. 1010 19.0 0.0 45
Window s100-s120:Above-Grade:Metal Frame:Double Pane 186 0.250 47
Window s001-s006:Above-Grade:Metal Frame:Double Pane 30 0.250 8
Window s200-202:Above-Grade:Metal Frame:Double Pane 18 0.250 5
Door 2: Glass 20 0.250 5
chimney:Wood Frame, 16"o.c. 250 19.0 0.0 15
East Wall:Wood Frame, 16" o.c. 1041 19.0 0.0 39
Window E100-E117: Above-Grade:Metal Frame:Double Pane 169 0.250 42
Window E200-204: Above-Grade:Metal Frame:Double Pane 37 0.250 9
Window E001-004: Above-Grade:Metal Frame:Double Pane 49 0.250 12
Door 3:Solid 126 0.250 32
East&West entry wall:Wood Frame, 16"o.c. 161 19.0 0.0 8
Window 12:Above-Grade:Metal Frame:Double Pane 23 0.250 6
West Wall:Wood Frame, 16"o.c. 657 19.0 0.0 27
Window w100-101:Above-Grade:Metal Frame:Double Pane 13 0.250 3
Window w104-09 111-114:
Above-Grade:Metal Frame:Double Pane 87 0.250 22
Window w200-204:Above-Grade:Metal Frame:Double Pane 37 0.250 9
Door 4: Glass 59 0.250 15
East chimney:Wood Frame, 16"o.c. 50 19.0 0.0 3
West chimney:Wood Frame, 16"o.c. 70 19.0 0.0 4
Basement Wall 1: Solid Concrete or Masonry 181 7.5 7.5 8
Wall height:9.0'
Depth below grade:9.0'
Insulation depth: 8.0'
Floor 2 balcony:All-Wood Joist/Truss:Over Outside Air 134 60.0 0.0 2
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 711 60.0 0.0 13
Floor 0: Slab-On-Grade:Heated 166 8.3 115
Insulation depth:6.0'
Furnace 1:Forced Hot Air,90 AFUE
Proposed and Maximum U-Factor Averages
Proposed Maximum
Average U-Factor Allowed U-Factor
Above-Grade Windows and Glass Doors 0.250 0.370
Includes Foundation Windows>5.6 ft2
Floors Over Unconditioned Space 0.018 0.033
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,
specifications,and other calculations submitted with the permit application. The proposed building has been designed to
meet the 2000 Minnesota Energy Code requirements in RES checkVersion 3.6 Release 1 (formerly MECchec1 and to
comply with the mandatory requirements listed in the RES checklnspection Checklist.
Builder/Designer Date
_ , MAKVINL
t* Windows and Doors
PRODUCT PERFORMANCE AND INFORMATION Made for you.."
PERFORMANCE STANDARDS / PRODUCT RATING CODES / PERFORMANCE CLASSES
�..r
Marvin windows and doors meet or exceed the following industry and federal performance standards. r " �' �
AAMA American Architectural Manufacturers Association
ANSE American Society of Civil Engineers
ANSI American National Standards Institute
ASTM American Society of Testing Materials
CSA Canadian Standards Association
CMBSO California Model Building Security Ordinance
CWDMA Canadian Window and Door Manufacturers Association
FHA Federal Housing Administration,"Marvin Windows meet or exceed FHA performance requirements for wood windows
and sliding glass doors"
HUD Housing and Urban Development
IBC International Building Code
IGCC Insulating Glass Certification Council
IGMA Insulating Glass Manufacturers Association
NFRC National Fenestration Rating Council 00.91 Product Thermal Properties
NVVWDA/WDMA National Wood Window&Door Association/Window and Door Manufacturers Association
SMA Screen Manufacturers Association
WDMA Wood Window and Door Manufactures Association
Marvin products have been tested and passed the following applicable test procedures referenced by WDMA,AAMA,IGCC,IGMA,SMA
and CMBSO.
AAMA 605.2-92 "Specifications for High Performance Organic Coatings"
AAMA 2605-98 "Specification for High Performance Organic Coating"
ANSI/AAMA/WDMA 101/I.S.2-97
1. Wood Windows- I.S.2
2. Wood Sliding Patio Door I.S.2
3. Wood Swinging Patio Doors I.S.2
WDMA Window and Door Manufactures Association
1. Water-Repellent Preservative I.S.4
ANSI A 201-2 "Specification for Aluminum Sliding Screen Doors";"SMA 2005"
ASTM E-283 "Standard Test Method for Rate of Air Leakage Through Exterior Windows,Curtain Walls and Doors"
ASTM E-330 "Standard Test Method for Structural Performance of Exterior Windows,Curtain Walls and Doors by Uniform Static Air
Pressure Differences"
ASTM E-331 "Standard Test Method for Water Penetration of Exterior Windows,Curtain Walls and Doors by Uniform Static Air
Pressure Differences"
ASTM E-547 "Standard Test Method for Water Penetration of Exterior Windows,Curtain Walls and Doors by Cyclic Static Air Pressure
Differences"
ASTM F-588-85 "Standard Test Method for Resistance of Window Assemblies to Forced Entry"
ASTM E-774 "Specification for Sealed Insulating Glass Units";Certified through level CBA
ASTM F-842 "Standard Entry Method for Measurements of Forced Entry Resistance of Horizontal Sliding Door Assemblies"
SMA 1004 "Specification for Aluminum Tubular Frame Screen for Windows"
ASTM E-1300-97 "Standard Practice for Determing the Load Resistance of Glass in Buildings WDMA/NWWDA"
ASTM D-3310 "Standard Specification for Adhesives Used in Non-Structural Glued Lumber Products"
Federal Specification DD-G-451-D"Glazing Thickness"
CCPOA "California Crime Prevention Officers Association"
•
PRODUCT RATING CODES
Product Type Performance Class and Grade Example
AP =Awning,Hopper,Projected Window R =Residential,15 psf(720 Pa) AP-C 40
C =Casement Windows LC =Light Commercial,25 psf(1200 Pa)
DA =Dual Action Windows C =Commercial,30 psf(1440 Pa)
F =Fixed Windows HC =Heavy Commercial,40 psf(1920 Pa) Performance Grade
H =Hung Windows AW =Architectural,40 psf(1920 Pa)
HGD =Hinged Glass Doors Performance Class
HS =Horizontal Sliding Windows Product Type
SGD =Sliding Glass Doors
Performance Classes (psf) (psf) (psf) (cfm/ft2) Operating Force(Ib)
Min.DP Struct.Press. Water Press. Max.Air Inf.
R=Residential 15 22.5 2.86* 0.3(1.57 psf) 25
LC=Light Commercial 25 37.5 3.75 0.3(1.57 psf) 30
C=Commercial 30 45.0 4.50 0.3(1.57 psf), 30
HC=Heavy Commercial 40 60.0 6.00 0.3(6.24 psf)** 35
AW=Architecural _ 40 60.0 8.00 0.3(6.24 psf) 35
Metric
R=Residential 720 1080 140 5.00 111
LC=Light Commercial 1200 1800 180 3.40 133
C=Commercial 1400 2160 220 3.40 133
HC=Heavy Commercial 1920 2880 290 2.00 156
AW=Architecural 1920 2880 387 2.00 156
*(AAMA/WDMA chose to establish 2.86 psf as the minimum air pressure used during water testing although it is greater than 15%of the design pressure at DP15)
**(In HC Air testing,"Hung"or"Sliding'windows are tested at 1.57 psf,25 mph).
7/03 1.9
• DIRK V1111 i
f Windows a n d Doors
PRODUCT PERFORMANCE AND INFORMATION Made for you.'
PRODUCT PERFORMANCE RATINGS
Product Performance Ratings
101/1.S.2-97 CSA A-440.1
Product Rating Air Water Wind
Clad Windows
Clad Casemaster C-050 A3 B7 C3
Clad French Casemaster C-C40 A3 67 C4
Clad Awning AP-C40 A3 67 C3
Clad Ultimate Double Hung H-LC40/30 A3 B7 C3
Clad Ultimate Double Hung Round Top Operator H-R45
Clad Glider HS-C35 A3 B2 C2
Clad Round Top-Direct Glaze F-AW40 Stationary B7 C3
Clad Polygon-Direct Glaze F-AW40 Stationary B7 C3
Clad Magnum Double Hung H-C40/30 P2 B3 C2
Clad Magnum Single Hung H-040/30
Clad Magnum Tilt-Turn DA-C40 A3 87 C3
Clad Magnum Hopper AP-C40 A3 B7 C5
Clad Doors
Clad Inswing French Door(Mortise latch and deadbolt) HGD-LC20
Clad Inswing French Door(Multi-point lock) HDG-LC30 A3 B2 C2
Clad Ultimate Inswing French Door(Up to 12080 unit) HGD-LC40 A3 82 C2
Clad Ultimate Inswing French Door(Over 12080 unit) HGD-LC30 A3 82 C2
Clad Outswing French Door(Up to 12070 unit,Mortise latch and deadbolt) HGD-R20
Clad Outswing French Door(Multi-point lock and LVL stile) HGD-LC40 A3 B2 Cl
Clad Ultimate Outswing French Door(Up to 12080 unit) 1-1GD-LC40 A3 B2 Cl
Clad Ultimate Outswing French Door(12080 to 14080 unit) HDG-LC30 A3 B2 Cl
Clad Sliding French Door SGD-C40 A3 B4 Cl
Clad Trimline Patio Door(Up to 80 heights) SGD-LC30
' Clad Trimline Patio Door(80 heights) SGD-LC25 A3 81 Cl
Wood Windows
Wood Casemaster C-050 A3 B7 C4
Wood French Casemaster C-040 A3 B7 C4
Wood Awning AP-C40 A3 B7 C3
Wood Ultimate Double Hung H-LC40/30 A2 B1 C2
Wood Ultimate Double Hung Round Top Operator
Wood Glider HS-C35 A3 B2 C2
Wood Round Top-Direct Glaze F-050 Stationary B7 04
Wood Polygon-Direct Glaze F-050 Stationary B7 C3
Wood Magnum Double Hung H-LC35 A3 B4 C4
Wood Magnum Single Hung H-LC35 A3 84 C4
Wood Magnum Tilt-Turn DA-C40 A3 B7 C4
Wood Magnum Hopper AP-C40 A3 B7 05
Wood Doors
Wood Inswing French Door(Mortise latch and deadbolt) HGD-LC20
Wood Inswing French Door(Multi-point lock) HDG-LC30 A3 B2 C2
Wood Ultimate Inswing French Door(Up to 12080 unit) HGD-LC40 A3 B2 C2
Wood Ultimate Inswing French Door(Over 12080 unit) HGD-LC30 A3 B2 C2
Wood Outswing French Door(Up to 12070 unit,Mortise latch and deadbolt) HGD-R20
Wood Outswing French Door(Multi-point lock and LVL stile) HGD-LC30 A3 B2 Cl
Wood Ultimate Outswing French Door(Up to 12080 unit) HGD-LC40 A3 B4 Cl
Wood Ultimate Outswing French Door(12080 to 14080 unit) HGD-LC30 A2 B2 Cl
Wood Sliding French Door SGD-C40 A3 B4 Cl
Wood Trimline Patio Door(Up to 80 heights) SGD-LC25 A3 62 Cl
Wood Trimline Patio Door(80 heights) SGD-R20 A3 B2 Cl
NOTE:
The listed values represent general product line ratings,refer to the individual sections for design pressure ratings per product size.
AAMA/NW WDA Ratings are based upon I.S.2-97.CAN/CGSB Ratings are based upon A-440.Design pressures specified are based upon units without dividers.Authentic divided lite patterns,
multiple assemblies,and oversized units are not represented by listed values. For product exceptions or higher DP's than those listed please contact your local Marvin representative or the
Architectural Department for more information at 800-346-3363.
❑Values not available
7/03 1.10
MARVIN%
Windows and Doors
PRODUCT PERFORMANCE AND INFORMATION Made for you.`
PERFORMANCE VALUES / CONVERSIONS
Performance Values -Glass Only
Glass
Approximate Visible Light U-Factor R-Value
PW Solar Heat UV
Glass type Thickness Weight Reflectance Winter Winter Gain
Transmittance% Blockage
Lb/Sq.Ft. Out% I In% Center of Glass Only Coefficient
Single Glass •
Clear Glass 1/8" (3.0) 1.63 90 9 9 1.11 0.90 0.85 20
3/16" (5.0) 2.45 89 9 9 1.11 0.90 0.82 24
1/4" (6.0) 3.20 88 9 9 1.11 0.90 0.81 27
Bronze Tint 1/8" (3.0) 1.63 68 6 6 1.11 0.90 0.71 57
3/16" (5.0) 2.45 59 6 6 1.11 0.90 0.65 65
1/4" (6.0) 3.20 52 6 6 1.11 0.90 0.61 71
Gray Tint 1/8" (3.0) 1.63 60 6 6 1.11 0.90 0.67 49
3/16" (5.0) 2.45 51 6 6 1.11 0.90 0.64 59
1/4" (6.0) 3.20 45 6 6 1.11 0.90 0.56 66
Reflective Bronze 1/8" (3.0) 1.63 25 35 18 1.11 0.90 0.43 85
3/16" (5.0) 2.45 22 35 14 1.11 0.90 0.39 90
1/4" (6.0) 3.20 21 35 14 1.11 0.90 0.38 91
Clew Laminated 7/32" (6.0) 3.00 89 8 8 1.11 0.90 0.80 99.9
Insulated Glass
Outside/Inside lite
Clear Glass Air Space
1/8" (3.0) 1/4" (6.0) 82 16 16 0.57 1.75 0.75 33
1/8" (3.0) 3/8" (9.5) 82 16 16 0.51 1.96 0.75 33
1/8" (3.0) 1/2" (13) 82 16 16 0.49 2.04 0.75 33
3/16" (5.0) 5/8" (16) 80 15 15 0.48 2.10 0.71 35
1/4" (6.0) 1/2" (13) 79 15 15 0.48 2.10 0.70 37
Lam(nated 1/4" (6.0) 1/2" (13) 79 14 14 0.49 2.04 0.69 99.9
Low E II 1/8" (3.0) 1/2" (13) 72 11 12 0.30 3.33 0.41 84
Low E II with 1/8" (3.0) 1/4" (6.0) 72 11 12 0.32 3.13 0.41 84
Argon Gas 1/8" (3.0) 1/2" (13) 72 11 12 0.25 4.00 0.41 84
3/16" (5.0) 5/8" (16) 71 11 11 0.25 4.00 0.40 85
Bronze Tint/Clear 3/16" (5.0) 3/8" (9.5) 53 10 14 0.51 1.96 0.53 66
3/16" (5.0) 1/2" (13) 53 10 14 0.48 2.10 0.53 66
1/4" (6.0) 1/2" (13) 46 9 14 0.48 2.10 0.49 72
Gray Tint/Clear 3/16" (5.0) 3/8" (9.5) 45 9 14 0.51 1.96 0.52 61
3/16" (5.0) 5/8" (16) 45 9 14 0.48 2.10 0.52 61
1/4" (6.0) 1/2" (13) 40 9 14 0.49 2.04 0.44 67
Reflective Bronze/Clear 3/16" (5.0) 3/8" (9.5) 20 37 20 0.51 1.96 0.31 90
3/16" (5.0) 5/8" (16) 20 37 20 0.48 2.10 0.31 90
1/4" (6.0) 1/2" (13) 19 37 20 0.48 2.10 0.29 91
Gray Tint/Low E II 3/16" (5.0) 5/8" (16) 38 6 9 0.30 3.33 0.30 93
Bronze Tint/
Low E it 3/16" (5.0) 5/8" (16) 46 8 10 0.25 4.00 0.34 92
Low E II Tri-Pane
with Krypton 1/8" (3.0) 5/16" (8.0) 58 13 13 0.12 8.30 0.34 95
with Argon Gas 3/16" (5.0) 3/8" (9.5) 56 13 13 0.14 7.14 0.34 95
NOTE:
SOLAR HEAT GAIN COEFFICIENT(SHGC)-The ratio of the solar heat gain entering the space through the fenestration product to the incident solar radiation.Solar heat gain includes directly transmitted
solar heat and absorbed solar radiation which is then reradared,conducted,or convected into the space.
U-FACTOR-Is the overall coefficient of heat transfer in BTU/HR•SO FT•°F
R-VALUE-Measures resistance of the unit to thermal transfer. '
Glass U&R Values are calculated according to ASHRAES Handbook of Fundamentals and refer to center of glass only. Due to spacer edge effect and glazing conditions total glass values
vary with size and glazing.
CONVERSIONS
Imperial to Metric Measurements Metric to Imperial Measurements
If you know Multiply By To Get If you know Multiply By To Get
LENGTH LENGTH
Inches 25.4 Millimeters Millimeters 0.04 Inches
Feet 304.8 Millimeters Meters 3.3 Feet
AREA AREA
Square Feet 0.09 Square Meters Square Meters 1.2 Square Yards
MASS MASS
Pounds 0.45 Kilograms Kilograms 2.2 Pounds
VOLUME VOLUME
Gallons 3.8 Liters Liters• 0.26 Gallons
Cubic Feet 0.03 Cubic Meters Cubic Meters 35 Cubic Feet
PASCALS
Pounds per
Square Foot 48 Pascals
7/03 1.11
• II.
t.cr:
#i e_
EXTERIOR WINDOW & DOOR SCHEDULE
` .; i,.';•.,, ( Page 1 of 1
0433.00 Jacques Residence March 24,2005
TEA2 Architects [p]612.929.2800 [f]612.929.2820
Brk Jamb Mull
Wdw No. Mfg. No. mid. Ext. Cover Fr. Exp. Sub Sill Notes
W100 CCM2824(2-4 x 1-11 1/8) (3W x 2H)100 Factory mulled to 101
W101 CCM2848(2-4 x 3-11 1/8) I No Divided Lites
W102 1CCM2448(2-0 x 3-11 1/8) (2W x 4H)
I W 103 itvaries ( XOXRL,Special arched door grouping --
))
CIFDXXXX 8-10 1/2 x arched
W104-105 CCM3224(2-8 x 1-11 1/8) (3W x 2H)Factory Mulled Together
IW106 ICIFDXX68( x6-10) I � IXOR
- . --- --
W107-108 1 CCM3224(2-8 x 1-11 1/8) (3W x2H)Factory Mulled Together
— —
'W1 09-1 1 0 CCM3264(2-8 x 5-3 1/8) 'No Divided Lites,Factory Mulled Together
W111-112 CCM3224(2-8 x 1-11 1/8) (3W x 2H)Factory Mulled Together
— — — —
W113-114 CCM3264(2-8 x 5-3 1/8) No Divided Lites
W200-202 i CCM2864(2-4 x 5-3 1/8) ,;(3W x 5H)
W203-204 CCM3224(2-8 x 1-11 1/8) (3W x 2H)Factory Mulled Together
TEA2,3,I,6a Window Schedule Updated 01.13.2003 Printed 3/24/2005 9:01 AM
EXTERIOR WINDOW& DOOR SCHEDULE
Page 1 of 1
0433.00 Jacques Residence March 24,2005
T EA2 Architects [p]612.929.2800 [f]612.929.2820
Wdw No. Mfg.No. Brk Jamb Mull
mid. Ext. Cover Fr. Exp.,Sub Sill Notes
E001 I CCM3256(2-8 x 4-7 1/8) (3W x 4H)
1E002-003 CCM3256(2-8 x 4-7 1/8) (3W x 4H)Factory Mulled Together
E004 CCM3256(2-8 x 4-7 1/8) 1(3W x 4H)
1E100-101 ,CCM3224(2-8 x 1-11 1/8) (3W x 2H)Factory Mulled Together
El 02-103 I CCM3264(2-8 x 5-3 1/8) I No Divided Lites,Factory Mulled Together
E104-105 CCM3224(2-8 x 1-11 1/8) (3W x 2H)Factory Mulled Together
-
E106-107 CCM3264(2-8 x 5-31/8) No Divided Lites,Factory Mulled Together
1
E108-109 ,CCM3224(2-8 x 1-11 1/8) . (3W Xx 2H)Factory Mulled Together
E110-111 CCM3264(2-8 x 5-3 1/8) i No Divided Lites,Factory Mulled Together
I''1E112 ',CCM2060(1-8x4-111/8) (1Wx4H)
E113 CCM2472(2-0 x 5-11 1/8) (2W x 5H)
E114 ICCM2472(2-0 x 5-11 1/8) (2W x 5H)
1E115 CCM1624(1-4 x 1-11 1/8) i (1W x 2H)
I
1E116 CCM2824 i - —
( 1/8) (3W x 2H)
-4x1-11i
E117 CCM2848(2-4 x 3-11 1/8) I No Divided Lites,Factory Mulled Together
E200-201 CCM3224(2-8 x 1-11 1/8) (3W x 2H)Factory Mulled Together
E202-204 CCM2864(2-4 x 5-3 1/8) 1(3W x 5H)Factory Mulled Together
0 L ,
7E42,3.f,6a Window Schedule Updated 01.13.2003 Punted 3/24/2005 9.15 AM
EXTERIOR WINDOW& DOOR SCHEDULE
Page 1 of 1
0433.00 Jacques Residence March 24,2005
T EA2 Architects [p]612.929.2800 [f]612.929.2820
9 Brk Jamb Mull P
Wdw No. Mf No. mid. Ext. Cover Fr. Ex Sub Sill' Notes
S001 CCM1648(1-4 x 2-11 1/8) 3-side I BY G.C. DIV.LITE PATTERN(1W X 3H)
S002 CIFD3065(3-0 15/16 x 6-6 3/4) 3-side 1(3W X 7H)
S003 CCM36XX(3-0 x 1-11 1/8) 3 side 1(4W x 2H)
'S004 CCM36XX(3-0 x 1-11 1/8) 3-side !TEMPERED(4Wx2H)
S005 CCM3248(2-8 x 3-11 1/8) i 3-side i (3Wx4H)
ISi00-101 CCM3224(2-8 x 1-11 1/8) j 3-side (3Wx2H)Factory Mulled Together
S102-103 CCM3264(2-8 x 5-3 1/8) I i 3-side �(No Div-Lite) Factory Mulled Together
S104-105 CCM3224(2-8 x 1-11 1/8 I i 3-side (3Wx2H)Factory ll Together
) Mulled To ether
CCM3264(2-8 x 5-3 1/8) 3-side !!(No Div-Lite)Factory Mulled Together
S106-107
S108 CCM3624(3-0 x 1-11 1/8) I 3-side 1(4W x 2H)
S109 1CCM3624(3-0 x 1-11 1/8) }
3-side �(4W x 2H)
S110 'CCM3624(3-0 x 1-11 1/8) _ -
�
3-side (4W x 2H)
1 I
L—
�S111 CCM3064(3-0 x 5-3 1/8) 3-side (No Div-Lite)
- — — — — _—
( 1/8) I — 3-side (No Div-Lite)
S112 j CCM3064 3-0 x 5-3 v-L
1S113 I CCM3064(3-0 x 5-3 1/8) 3-side (No Div-Lite)
15114 I CCM1648(1-4 x 3-11 1/8) 3-side 1(1W x 4H)
S115-117 CCM2448(2-0 x 3-11 1/8) (2W X 4H)3 Windows Fact.Mulled Together
H
(3Wx7H)Factory Mulled Together
CCM3272(2-8 x 5-11 1/8)
S118120 — — —
i S200 I CCM3624(3-0 x 1-11 1/8) (4W x 2H)
52014(
_ ((4Wx2H)
4
S202 (CCM3624(3-0 x 1-11 1/8) (4W x 2H)
TEA2,3,I,6a Window Schedule Updated 01.13.2003 Printed 3/24/2005 9:00 AM
EXTERIOR WINDOW&DOOR SCHEDULE
Page 1 of 1 4
0433.00 Jacques Residence March 24,2005
TEA 2 Architects [P]612.929.2800 [f]612.929.2820
Brk Jamb Mull
1 Wdw No. Mfg. No. mid. Ext. Cover Fr. Exp. Sub Sill Notes
N100 CCM2424(2-0 x 4-7 1/8) (2W x 5H)
IN101 1CCM16XX(1-4x5-2 1/16) (1W x 5H)
N102 CIFD??XX(2-9 15/16 x 7-5 1/2)
N103 'CIFD??XX 3-1 15/16 x 7-5 1/2)
- -
'N104 CIFD
1
N105 CCM28242(2-4 x 1-1156 7-5 1/2)
• 1/8) - -
(3W x 2H)105 Factory Mulled to 106
I 11— + —
N106 I CCM2848(2-4 x 3-11 1/8) Factory Mulled to 105
f
— —N107 1CCM2824(2-4 x 1-11 1/8) 1(3W x 2H)107 Factory Mulled to 108
—
N108 'CCM2848(2-4 x 3-11 1/8) I Factory Mulled to 107
N109-111 CCM2824(2-4 x 1-11 1/8) — —
— (4W x 2H)109 Factory Mulled to 112,110 to 113,111 to 114
— —
N112 114 CCM2848(2-4 x 3-11 1/8) I No Divided Lites,112 Factory Mulled to 109,113 to 110,114 to
— 111
N115 I
1CCM2824(2-4 x 1-11 1/8) (3W x 2H)115 Factory Mulled to 116
N116 I CCM2848(2-4 x 3-11 1/8) 1 No Divided Lites,116 Factory Mulled to 115
N117 CCM2824(2-4 x 1-11 1/8) —
- — —
(3W x 2H)117 Factory Mulled to 118
N118 'CCM2848(2-4 x 3-11 1/8) No Divided Lites,118 Factory Mulled to 117
j —
4 — — — — L 1 —
N200 CCM1672(1-4 x 5-11 1/8) I(1W x 6H)
- — _ j
N2011 CCMP4824(4-0 X 1-11 1/8) (6W x 2H)
— —
N202 CCMP4824(4-0 X 1-11 1/8) !(6W x 2H)
— —
N203-205 I CCM2860(2-4 x 4-11 1/8) ((3W x 5H),Factory Mulled Together 203 to 204 to 205
TEA2,3.f,6a Window Schedule Updated 01 13.2003 Printed 3/24/2005 9:02 AM
.4 •
EXTERIOR WINDOW& DOOR SCHEDULE
Page 1 of 1
0433.00 Jacques Residence March 24,2005
TEAZ Architects [p]612.929.2800 [f]612.929.2820
NOTES:
11.-Provide jamb extensions. Required depth to be verified by Owner/G.C.
2.-Definition of jamb extensions
MA-Manufacture applied
MS-Manufacture supplied,shipped loose&field applied
No-No Jamb extension
3.-Screens:All operable windows&swing doors shall be supplied with screens.
I4.-Exterior mull covers listed for all units that are mulled to another unit. Total quantity of clips will not be
identical to window count(e.g.:4 units,3 clips)
5.-Provide jamb extensions at perimeter only of factory mulled windows,U.N.O.
6.-Manufacturer to identify in shop drawings any conflicts with operation of windows between schedule,
specification,and drawings. Any of these shall be brought to the G.C.prior to fabrication.
17.-Manufacturer to supply G.C.with complete set of shop drawings to review and be approved prior to fabrication.
'8.-All window and door frames to be 4 9/16"nominal construction.
+9:Clad Frame Expander: A110-2"-Factory Applied @ head and jambs. Frame Expanders to be used in
(place of standard nailing fins. Do Not Include standard nailing fins.
10.-Provide Frame Expanders at perimeter only(head,jambs)of factory mulled windows U.N.O.
11.-Nailing Fin:V499-Typical @ Head&Jambs
Questions for Jeff Hoffman
TEA2,3,I.6a Window Schedule Updated 01.13.2003 Printed 3/24/2005 8:59 AM
EXTERIOR WINDOW&DOOR SCHEDULE
Page 1 of 1
0433.00 Jacques Residence March 24,2005
TEA2 Architects [p]612.929.2800 [f]612.929.2820
NOTES:
1.-Provide jamb extensions. Required depth to be verified by Owner/G.C.
2.-Definition of jamb extensions
MA-Manufacture applied
MS-Manufacture supplied,shipped loose&field applied
No-No Jamb extension
3.-Screens:All operable windows&swing doors shall be supplied with screens.
4.-Exterior mull covers listed for all units that are mulled to another unit. Total quantity of clips will not be
identical to window count(e.g.:4 units,3 clips)
5.-Provide jamb extensions at perimeter only of factory mulled windows,U.N.O.
6.-Manufacturer to identify in shop drawings any conflicts with operation of windows between schedule,
specification,and drawings. Any of these shall be brought to the G.C.prior to fabrication.
7.-Manufacturer to supply G.C.with complete set of shop drawings to review and be approved prior to fabrication.
8.-All window and door frames to be 4 9/16"nominal construction.
9.-Clad Frame Expander: A110-2"-Factory Applied @ head and jambs. Frame Expanders to be used in
'place of standard nailing fins. Do Not Include standard nailing fins.
10.-Provide Frame Expanders at perimeter only(head,jambs)of factory mulled windows U.N.O.
11.-Nailing Fin:V499-Typical @ Head&Jambs
Questions for Jeff Hoffman
TEA2,3,t.6a Window Schedule Updated 01 13.2003 Punted 3/24/2005 8:59 AM
EXTERIOR WINDOW&DOOR SCHEDULE
Page 1 of 1 4
0433.00 Jacques Residence March 24,2005
TEA 2 Architects [p]612.929.2800 [f)612.929.2820
Wdw No. I Mfg.No. Brk Jamb Mull
Fr. Exp. Sub Sill' Notes
mid. Ext. Cover
N100 CCM2424(2-0 x 4-7 1/8) (2W x 5H)
N101 CCM 16XX(1-4 x 5-2 1/16) I (1W x SH)
N102 CIFD??XX(2-9 15/16 x 7-5 1/2)
N103 CIFD??XX(3-1 15/16 x 7-5 1/2)
N104 CIFD??XX(2-9 15/16 x 7-5 1/2)
N105 CCM2824(2-4 x 1-11 1/8) (3W x 2H)105 Factory Mulled to 106
I N106 CCM2848(2-4 x 3-11 1/8) Factory Mulled to 105
N107 CCM2824(2-4 x 1-11 1/8) .(3W x 2H)107 Factory Mulled to 108
N108 CCM2848(2-4 x 3-11 1/8) Factory Mulled to 107
N109-111 CCM2824(2-4 x 1-11 1/8) ! (4W x 2H)109 Factory Mulled to 112,110 to 113,111 to 114
N112-114 CCM2848(2-4 x 3-11 1/8) No Divided Lites,112 Factory Mulled to 109,113 to 110,114 to
111
N115 CCM2824(2-4 x 1-11 1/8) I
1(3W x 2H)115 Factory Mulled to 116
N116 CCM2848(2-4 x 3-11 1/8) No Divided Lites,116 Factory Mulled to 115 ,
N117 CCM2824(2-4 x 1-11 1/8) (3W x 2H)117 Factory Mulled to 118
N118 'CCM2848(2-4 x 3-11 1/8) No Divided Lites,118 Factory Mulled to 117
N200 CCM1672(1-4 x 5-11 1/8) (1W x 6H)
N201 CCMP4824(4-0 X 1-11 1/8)
(6W x 2H)
i N202 CCMP4824(4-0 X 1-11 1/8) �(6W x 2H)
N203-205 CCM2860(2-4 x 4-11 1/8) 1((3W x 5H),Factory Mulled Together 203 to 204 to 205
,
TEA2,3,f,6a Window Schedule Updated 01.13.2003 Printed 3/24/2005 9:02 AM
EXTERIOR WINDOW& DOOR SCHEDULE
Page 1 of 1
0433.00 Jacques Residence March 24,2005
T EA2 Architects [p]612.929.2800 [f]612.929.2820
Wdw No.' Mf No, Brk Jamb Mull
9' mid. Ext. Cover Fr. Exp. Sub Sill' Notes
S001 CCM1648(1-4 x 2-11 1/8) 3-side BY G.C. DIV.LITE PATTERN(1W X 3H)
S002 CIFD3065(3-0 15/16 x 6-6 3/4) 3-side (3W X 7H)
1 I1
S003 CCM36XX(3-0 x 1-11 1/8) 3-side ,(4W x 2H)
S004 CCM36XX 3-0 x 1-11 1/8 'TEMPERED(4Wx2H) -
- 3 side --
S005 CCM3248(2-8 x 3-11 1/8) 3-side (3Wx4H)
1
S100-101 CCM3224(2-8 x 1-11 1/8) 3-side (3Wx2H)Factory Mulled Together
S102-103 CCM3264 x 5-3 2-8
( 1/8) 3-side (No Div-Lite) Factory Mulled Together
S104-105
CCM3224(2-8 x 1-11 1/8) 3-side (3Wx2H)Factory Mulled Together
- -
S106-107 CCM3264(2-8 x 5-3 1/8)
3-side (No Div-Lite)Factory Mulled Together
S108 CCM3624(3-0 x 1-11 1/8) 3-side (4W x 21-1)
S109 CCM3624(3-0 x 1-11 1/8) 3-side (4W x 2H)
S110 CCM3624(3-0 x 1-11 1/8) 3-side (4W x 2H)
S111 CCM3064(3-0 x 5-3 1/8) 3-side (No Div-Lite)
i -
S112 CCM3064(3-0 x 5-3 1/8) 3-side I(No Div-Lite)
S113 CCM3064(3-0 x 5-3 1/8) 3-side (No Div-Lite)
—
S114 CCM1648(1-4 x 3-11 1/8) . 3-side (1W x 4H)
S115-117 IiCCM2448(2-0 x 3-11 1/8) (2W X 4H)3 Windows Fact.Muted Together
CCM3272(2-8 x 5-11 1/8) (3Wx7H)Factory Mulled Together
S200 CCM3624(3-0 x 1-11 1/8) (4W x 2H)
S201 CCM3624(3-0 x 1-11 1/8) (4W x 2H)
l
S202 CCM3624(3-0 x 1-11 1/8) (4W x 2H)
TEA2,3,1,6a Window Schedule Updated 01 13.2003 Printed 3/24/2005 9:00 AM
EXTERIOR WINDOW&DOOR SCHEDULE
Page 1 of 1
0433.00 Jacques Residence March 24,2005
T EA2 Architects [p]612.929.2800 [f]612.929.2820
mrk JambExt. Cover Mull
Wdw No. Mfg.No. Fr. Exp.��Sub Sill Notes
E001 CCM3256(2-8 x 4-7 1/8) (3W x 4H)
E002-003 CCM3256(2-8 x 4-7 1/8) (3W x 4H)Factory Mulled Together
E004 CCM3256(2-8 x 4-7 1/8) (3W x 4H)
E100-101 ICCM3224(2-8 x 1-11 1/8) (3W x 2H)Factory Mulled Together
E102-103 CCM3264(2-8 x 5-3 1/8) No Divided Lites,Factory Mulled Together
x 1-11 1/8
E104-105 CCM3224
(2-8 ) (3W x 2H)Factory Mulled Together
E106-107 CCM3264(2-8 x 5-3 1/8) I
No Divided Lites,Factory Mulled Together
E108-109 CCM3224(2-8 x 1-11 1/8) (3W Xx 2H)Factory Mulled Together
E110-111 CCM3264(2-8 x 5-3 1/8) No Divided Lites,Factory Mulled Together
E112 CCM2060(1-8 x 4-11 1/8) (1 W x 4H)
E113 CCM2472(2-0 x 5-11 1/8) (2W x 5H)
E114 �CCM2472(2-0 x 5-11 1/8) I (2W x 5H)
E115 CCM1624(1-4 x 1-11 1/8) (1Wx2H)
E116 CCM2824(2-4 x 1-11 1/8) (3W x 2H)
E117 CCM2848(2-4 x 3-11 1/8) No Divided Lites,Factory Mulled Together
E200-201 CCM3224(2-8 x 1-11 1/8) (3W x 2H)Factory Mulled Together
{ i
E202-204 ICCM2864(2-4 x 5-3 1/8) (3W x 5H)Factory Mulled Together
0
TEA2,3,f,6a Window Schedule Updated 01.13.2003 Punted 3/24/2005 9:15 AM
EXTERIOR WINDOW& DOOR SCHEDULE
Page 1 of 1
0433.00 Jacques Residence March 24,2005
TEA 2 Architects [p]612.929.2800 [f]612.929.2820
Brk Jamb Mull
Wdw No. Mfg.No. Fr. Exp.,Sub Sill Notes
mid. Ext. Cover
W100 CCM2824(2-4 x 1-11 1/8) I(3W x 2H)100 Factory mulled to 101
W101 CCM2848(2-4 x 3-11 1/8) ' I No Divided Lites
W102 I CCM2448(2-0 x 3-11 1/8) I
(2W x 4H)
iCIFDXXXX(8-10 1/2 x arched
W103 XOXRL,Special arched door grouping
-. - - (vanes)) ( -81/8) 1(-- 2H) - ry le
W104 105 ICCM3224 2-8 x 1-11 3W x Facto Mulled Together
W106 ICIFDXX68( x 6-10) I IXOR
{ _
W107-108 CCM3224(2-8 x 1-11 1/8) (3W x2H)Factory Mulled Together
W109-110 'CCM3264(2-8 x 5-3 1/8) No Divided Lites,Factory Mulled Together
W111-112 1CCM3224(2-8 x 1-11 1/8) 1(3W x 2H)Factory Mulled Together
W113-114 CCM3264(2-8 x 5-3 1/8) No Divided Lites
- -
I W200-202 j CCM2864(2-4 x 5-3 1/8) l(3W x 5H)
- { �-
I W203-204 L CM3224(2-8 x 1-11 1/8) i I I j(3W x 2H)Factory Mulled Together
— i- i-
- L
TEA2,3,f,6a Window Schedule Updated 01.13.2003 Printed 3/24/2005 9:01 AM
•
A.M. STRUCTURAL ENGINEERING
133 COUNTY ROAD W
RIVER FALLS, WI 54022
9 March 2005
Chris Strom
TEA2
2724 W. 43rd Street
Minneapolis, MN 55410
Re: Structural Review
Jacques Residence
Dear Chris:
As you requested, I have reviewed the framing for the above referenced project. I am providing
you with "red-lined" drawings indicating the minimum structural member sizes to be incorporated
into your drawings. I am also providing you with structural notes and several details for this
project.
I have not reviewed the living room fireplace framing or ridge beam support. I will provide bearing
and shear wall information once the contractor decides on masonry or wood framed construction.
Please call me if you have any questions concerning the above.
Sincerely,
A.M. Structural Engineering, LLC
Oaj
David P. Wagner, P"E.
MN Reg. No. 25420
(Iet5027a)
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STRUCTURAL NOTES
MATERIAL STRENGTHS
Reinforcing Steel Fy= 60,000 p.s.i. (A615 grade 60)
Concrete F'c= Compressive strength in 28 days
3,000 p.s.i.for footings
3,500 p.s.i.for interior slabs on grade
4,000 p.s.i. unless noted
DESIGN LIVE LOADS
Roofs 50 p.s.f. ground snow load
Typical Floors 40 p.s.f.
Basic Wind Speed 90 m.p.h. (3 second gust)
DESIGN CODES - LATEST EDITIONS
International Building Code
Minnesota State Building Code
American Concrete Institute
CRSI Manual of Standard Practice
American Institute of Timber Construction
National Design Specifications for Stress-Graded Lumber and its Fastenings
SOIL BEARING DESIGN VALUE
2,000 p.s.f. on undisturbed soil or compacted fill for footings.
Bearing value to be verified by a geotechnical engineer.
COORDINATION -ARCHITECTURAL, MECHANICAL AND ELECTRICAL ITEMS
Location, dimensions and details of recesses, depressions, openings and equipment supports
shall be verified by reference to architectural, mechanical and electrical drawings.
TEMPORARY BRACING
Provide temporary lateral support for all walls until walls are adequately braced by floor or roof
structure.
OPENINGS
Verify size and location of all openings with architectural and mechanical drawings. Openings in
floor and roof not shown on structural drawings must be placed between structural members.
FOOTINGS
Wall footings are cast-in-place concrete with continuous reinforcing placed 3"clear of bottom and
sides. Provide 40 diameter lap at all splices and full crossing lap at corners and intersections.
Unless otherwise noted, wall footings are centered under walls and column footings under
columns. Footing elevations shown on plan are to top of footing. Footings for walls, unless
otherwise noted, shall be 10"thick with a minimum projection of 4" each side with 2 -#4
continuous.
. ,
SLABS ON GRADE
All slabs on grade, unless otherwise noted, shall be 4"thick with 6x6-W1.4xW1.4 WWF centered
in slab. All stair slabs on grade, unless otherwise noted, shall be 4"thick with 6x6-W1.4xW1.4
WWF centered in slab.
POURED CONCRETE WALLS
Unless otherwise noted on plans or sections, reinforce poured concrete walls with#5 verticals at
30" on center inside face and#5 horizontals at 24" on center inside face. Provide#5 x 4'-0" (2'-0"
each leg) corner bars at 24"on center, horizontal reinforcing, at corner of wall with 3-#5 vertical
support bars. All wall openings larger than 12"shall have 2-#5 all sides of openings. Extend
reinforcing 2'-0" beyond each edge of opening.
DIMENSION LUMBER
Dimension lumber shall be No. 2 hem Fir or equal for joists, beams and headers. Wall studs shall
be Stud Grade SPF or equal. Spacing of bridging for joists shall not exceed 8'-0". Wood lintels
and headers shall have a full 1'/2" length of bearing at each end unless notes otherwise. Double
all joists under parallel partitions. All beams and joists not bearing on supporting members shall
be framed with "Simpson Strong-Tie"joist hangers or equal. Interior walls to have 2x4 studs at
16" on center. Exterior walls to have 2x6 studs at 16" on center. Wood joists shall bear the full
width of supporting members (stud wall, beams, etc.) unless otherwise noted. Wood beams
made of 2 or more 2x's shall be bolted together with 3/8"diameter through bolts at 2'-0" on center
or equivalent spikes. Sill plates to be bolted to foundation walls with %" diameter anchor bolts at
4'-0" on center maximum to extend 15" minimum into grouted masonry. Each sill plate to have a
minimum of 2 bolts with one bolt located within 12"of each end of each piece. Nailing to be in
accordance with Table 2304.9.1 of the I.B.C.
LVL WOOD MEMBERS
LVL members noted on drawings are laminated veneer lumber as manufactured by the Trus-Joist
MacMillan. Equivalent at contractor's option. Sizes shown on plan are actual size.
Fb =2,600 p.s.i., E = 1,900,000 p.s.i.
WOOD FLOOR TRUSSES
Lumber for wood floor trusses shall in accordance with the manufacturer's recommendations.
Floor trusses shall be designed to support, in addition to dead loads, the live loads listed above or
indicated on the drawings. Floor trusses shall have a minimum live load deflection criteria of
L/480. Design trusses for top chord bearing or bottom chord bearing as shown on the drawings
or details. No cutting, notching, or modification of floor trusses will be allowed without the
manufacturer's written approval. Submit certified calculations with the shop drawings. Provide
girder trusses, header beams, etc. as required to frame openings. Install bridging as required by
the truss manufacturer. Truss manufacturer shall provide metal hangers where required.
CONCRETE COVER ON REINFORCING
Footings 3" clear bottom and sides
Walls 1'/2" clear inside face, unless noted otherwise
Slabs Center reinforcing in slab
Slab on Grade Center reinforcing in slab
4-3 PI
j DATE TIME V
CITY OF ORONO �! LED IN elf 7/0S-
INSPECTION NQ[IC SCHEDULED (,/ZD/c 41er dm-,
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07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
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INSPECTOR WILL RETURN
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Call for the nex 'nspection 24 hours in advance. (952) 249-4600
Owner/Contr c o sit :
Inspector.
White Copy/Inspector's File Canary Copy/Site Notice
DATE TIME 1/
CITY OF ORONO CALLED IN 7-7
INSPECTION5�,/ SCHEDULED 7 ' 130
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09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
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Inspector. 116.141* f(4
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09 PLUMBING RI 23 SEPTI FINAL 35 HARD COVER REMOVAL
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Owner/Contractor on site
Inspector. (.cJ ^8
White Copy/Inspector's File Canary Copy/Site Notice
PVim/(1' e..... C� TE. TIME
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Inspector.
White Copyllnspector's File Canary Copy/Site Notice
K.. .- W/LL/E__- -DA TIME V
CITY OF ORONO CALLED IN 1-2
INSPECTION NOTICE SCHEDULED 1-27-46, c.7:0 0
PERMIT NO p85 79- COMPLETED
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Inspector_ (IL/ I rU�d`:s
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07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
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