HomeMy WebLinkAboutB09-0349 �
Community Development Department
75 South Frontage Road
Vnil, Colorndo USA 81657
CERTIFICATE OF OCCUPANCY
This certificate is issued pursuant to the requirements of Title 10, Section 10-1-2, ADOPTED CODES of the Vail Town
Code certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various
ordinances of the town regulating building construction or use for the following:
Name and description of project Sunroom reconstruction
Address of project: 4094 Lupine(west unit)Vail Co 81657
Owner name and address: Winter 501 13�Street Boulder,CO 80302
IBC Edition: 2003 IRC Occupancy Group(s): IRC Type(s) of Construction: IRC
Permit Number(s): B09-0349 Occupant Load: n/a Sprinkler System Y/N Type: N
Martin Haeberle, Chief Building Official
g 1 Z—I J �
Date
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
,.
TOWNOF VAII, '
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.4792149
ADD/ALT SFR BUILD PERMIT Permit #: B09-0349
Project #: PRJ09-0670
Job Address: 4094 LUPINE DR VAIL Status. . : ISSUED
Location......: UNIT B Applied . . : 12/15/2009
Parcel No....: 210112219019 Issued. .. : 01/29/2010
Expires . ..: 07/28/2010
OWNER WINTER,THOMAS A. 12/30/1899
4094 B LUPINE DR
VAIL
CO 81657
APPLICANT BLUESKY SUNROOMS LLC 12/15/2009 Phone: 303-473-2766
3400 INDUSTRIAL LN, SUITE 10C
BROOMFIELD
CO 80020
License: 1032-B
CONTRACTOR BLUESKY SUNROOMS LLC 12/15/2009 Phone:303-473-2766
3400 INDUSTRIAL LN, SUITE 10C
BROOMFIELD
CO 80020
License: 1032-B
Description:
REPLACE SUNROOM
Occupancy: R3 Single Family Residence Valuation: $8,750.00
Type Construction:VB Total Sq Ft Added: 0
_ .....<,.,.......<,,,...>�,,......�.....,,,....�...........................�....... FEE SUMMARY ..,........>...,,,......,.....,�...<.,...,,...xx,,,........,......_.,.....,.,,....
Building Permit Fee------> $167.25 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $279.96
Plan Check--------------------> $108.71 Use Tax Fee---------------------> $0.00 Additional Fees-----------------------> $0.00
Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $279.96
Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00
Payments-------------------------------> $279.96
Total Calculated Fees--------> $279.96 BALANCE DUE------------------------> $0.00
,,.........................�.����.....,....>..,,...........«.........,,,..,>.,....«.,.....««..,....xx.......,.�..,,x�..,,..,.xx.....,,......,,«...,,.,.,..,.....,,,...,,,,.....,...,.....,,..,�.
DECLARATIONS
I hereby acknowledge that I have read this application,filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. I agree to compiy with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure
according to the towns zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTIO HALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
- . M. '
�---- � �` j � `�e
Signature of Owner or Contractor Date
�`�'i" (/v� Ni���
Print Name
�,
'_a lt_constructio n_perm it_041908
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APPROVALS
Permit#: 609-0349 as of 04-13-2010 Status: ISSUED
.,..x.........................�.,.>........,,x........,..........��.,.,............,..........�..,.,..,...�,.,,........,..»....,..,,,...<.<,..,......,,.,.....,..........,.>...x.,...
Item: 05100 BUILDING DEPARTMENT
01/05/2010 JRM Action: AP
Item: 05400 PLANNING DEPARTMENT
12/22/2009 bgibson Action: AP plans routed to C-2
item: 05600 FIRE DEPARTMENT
01/05/2010 drhoades Action: AP
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See the Conditions section of this Document for any that may apply.
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CONDITIONS OF APPROVAL
Permit#: B09-0349 as of 04-13-2010 Status: ISSUED
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Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 16
(BLDG 2003): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION
R313 OF THE 2003 IRC.
s<:...
bld_alt_construction_perm it_041908
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�`-�' � ¢z� �F� � Department of Community Development
�` a 75 South Frontage Road
Vail, Colorado 81657
- � � � Tel: 970-479-2128
__ _�: �
/� °' Fax: 970-479-2452
� •� �� Web: www.vailgov.com
7f�j{ rfj�{}7''� 7(+{#{��j � : Development Review Coordinator
:.`��..id$��.YR, �lM�'�.' .
^I 'Y'�,��.
.. . .._. . '.=:'s:. . . . .
BUILDING PERMIT APPLICATION
Separate permits are required for electrical, plumbing, mechanical, fireplace, etc.
� Proj�ec�StreetAddress: / OfFce Use: �/� ��� �����
t
��•6 L�6'i,�lf Project#: 0���
(Number) (Street) (Suite#) DRB#: ����
Building/Complex Name: Building PeRnit#:����
Contractor Information: Lot#: Block# Subdivision:
Company: />�li'C�3�� �J�,E'oOI�,� 1, L �
n 5��1'c �l� C /� �
CompanyAddress: ,�'�� �ivDi�lY�k!i�-� �� Detaded Description ofWork: /Gc%J/1�Cc f��
City: /�/'t��/yt�t��t state: �c� Zip: �D o,�C.l L�Y!S��5 �d i✓2�ya:v� / G✓f%L. /�
Contact Name: ��Ly C.,�Gi���✓v /f/�!✓ !l/✓�- S�C ��li! s��u-vf
Contact Phone: �O�-- � � �— � � (,� ;
/� / / � (use additional sheet if necessary)
E-Mail /�lutSK✓�u�✓✓c'ODI?! � � "/Ll�a�� �d�Y!
Work Class:
Town of Vail Contrac egistrati No.:
New( ) Addition( ) Remodel( ) Repair ;Other{ )
X Work Type
Contractor Signa (re uired) Interior( ) E�erior( Both( )
Property Information Type of Building:
Parcel#: Single-Family�) Duplex( ) Multi-Family( )
(For parcel#,contact Eagle CouMy Assessors Office at 970-328-8640 or
visit wvwv,eaglecouty.us/patie) Commercial( ) Other( )
Tenant Name: Does a Fire Alarm ExisY? Yes( ) No(x}
Owner Name:_/O JYt ,F- �j�t�^J ��i�,/r� Monitored Alarm? Yes(�) No O
Does a Sprinkler System ExisY? Yes( ) No(x)
Valuations(Labor 8�Material)) #&Type of Existing Fireplaces: Gas Appliances_
• Gas Log Wood/Pellet Wood Buming
Building: $ �,� (Ip d.
#8 Type of Proposed Fireplaces: Gas Appliances
Plumbing: $ Gas Log Wood/Pellet Wood Buming_
Electrical: $ ?S'U, ��
Mechanical: $
Date Received:
Tota�: $ $�.�� D � � � � V �
� ��a g o�c o� 2009
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I � l � TOWN l�F VAIL .`
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A B C D E F G H I J.,. .K L M O P Q R
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....................._........,......... .._....... . .. ......;..;...................�._......_...... ... . .....: . • . :.....: RMANCE
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7►011im1t[anei� PRflectivhy� y ..ASHMe P (C.)GODE 76-Cen Oe u5�+d for roof
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FouY Seasons' Standard Glass--CONSERVAGLASS PLUST`" "�"'�""°"°'°`� " ��.�wcu������-���vwe
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ifetime Limite � ����d��,Ellminamig an W
Exclusive�Yigh Performance Insulated Safety Glass � � redueestadln9q�so�.
Product Warranty
Tempered eafety glasa which incorporates advanced exotic coating tectuiology with (H. �.)�¢a'��r '
A.r•��� •ae�fillui cu�a cztnrivr 1•ass•da�nin ,and rotecdon feaLUTe9.Enstues 5uperiOr !20-�r�ull Cov�rage) ' �° nw„6�r�IW I c+ro wl arso for �
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Wane�N For
p ear-round hvin . - � ; �ONDENSATI - , hc
erform�and life e can For ears of comfortable,cost-�ffect�ve.. . . ............ .......... . ....................... �ocwR Is ouralae' •
....._...................... ... . . .............................................
4� �.._.........M[-56/N,�on/Clear-•---•-•----•---56-.._..29....S 3._.._1_Q. .17 -8 57 0.38 0.33 0.45 ,...:0....1.30„Q51 tpmr�a++niro w�m�pz,i�s�le�tqwe�
78 � MG 16/Argon/Geat 16 10 7 'I 1. 25 -8 57 0.18 0.15 0.45 .0 1.50 123 h1°"�ry• (a� ��'��
. . .. . ...................._.....'...........,...,.........._........._.... ..__............................... ,.._... (K.)ASFIRAEGONDRIO S-15m
. ... .. ... . .......... .17 0.16 0.24 4.2 1.Q1 140 �nd,o�oublde,70"Insida(w�ntu).
78L...........�.. MC-16/MgOn/Laminated......._. 15 9 9 11 44 57 ....... ... .. ................................... .
�� Y,6 mo�wlnd B9°ou�lde,75°
Inside(wmmer),
The Competition's Standard Glass-�Single Glazing (�,)SHaDINa GOEFPI[IlNr-T�e
Can onty be used in unconditioned rooms deeigned for"part-time"use! lowuthe beaer PaUo ot solargbin
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..9,- CIeb�Single.Glazing......................... ... .90 .83 73 9 9.....58 17 0.99 0.65 1,10 0.9 5.60 674 � �H�T�NGOEF
........................._... ..... ...................._........ . . ......................... .. . . .. . . . .... �
, me Iewer the bettel.Ratio of ooW
4 _ B►onze Si e Glazing 67 64 39 7 7 58 17 0.84 0.7g 1.10 0.9 5.60 577 soler heat energv vansrcdaed e�d
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3_........_...............GreenSlrlaleGlaz]nR 76 48 Q8 7 8 58 17 0.71 n.61 1.10 0:9 5.bo a98 � ,
. . . .. .................................................................. ......�... ......._..............._.................. ........................
..4 ................_...Azurlite Slr�qle Glazing(Blue)....... ..77....43 36 8 8 58 17 0.67 0.57 1.10 0.9 5,60 469 (r+�)RElA1'nE NQwTGqIN-Th6
. .... ...... ..........................._.__. . .... ............_._........................ .•....... ....._.... ....... . rhebcRCrAmountof Y
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QO , Clear/Clear� .81 69 58 16 ^I 6 34 46 � 0.88 0,75 0.49 4.0 4.60 576 s��ie��o us(o�l�T H)Europcan
................... ................_........,..........,.,..........._...._.._.... ................... .......................... . . Fnvlronmenrel Co�tions arc;V4lnter
41 Blonze/Qear 61 54 33 11 14 34 46 0.74 0.64 .0;49 .Q.0 4.60 475 Temp Q+n=34f,Temo�n=6Bf
....................._.....................__......_........,.. ..........._...._._..._......._........__.._........._.._.,�..., ...,.._...._.__.................. . ...,..•. •
Q3 Azurlit¢/dear(Blue) 70 37 3� •13' '15 34 46 0.$d�0.�46 0.�9 2.0 Q.GO 561 W"d'�•emph�OIroR tola�-0,T
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Green/Clea� 69 44 4d 14 14 34 d6 0.59 0.50 0.49 4.0 4.60 393 Temp Ir�=eBf,W�nd��,emoti oirece
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The Compe�itxon's Optional Glass-Higl�-Ferformance Double Glazing oPglassfarvertiwi9leu,�����s
besed on vo%gas 1111 rooe.All velues
Offers comfortable ear-round livin bue at a si cant z�ice increase and an extended lead time., ��on 1/8°ures o�gi�wim a
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3� Soler Ccol�Bronze/SG 500 4Q 43 S 37 4�L 15 54 0.3B 0.34 0.35 4.8 1.90 254 °����fl'
...................._...._......... .......................................... . .. ._................._._......._.............. .. ..........._............._.... ..... ..... . .. meAt of Four See.ons
.Solar�ool Bronze/Argon/5B601/r 41 19 3 37 17 -5 57 O.St3 0.40 0.34 4.9 1,80 165 � ►oau�rs�itc.
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Soler 8r /HM-44/Cleer 28 1d 0
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(07/01/2010) Jennifer Eliuk-4094 B Lupine Drive-permit revision Page 1
From: Aileen Winter<aileenwinter@emi-co.us>
To: <Jeliuk@vailgov.com>
Date: 6/30/2010 9:20 PM
Subject: 4094 B Lupine Drive-permit revision
To whom it may concern-
A permit change has been approved by Martin Haeberle. Both Tom and Aileen Winter authorize this
permit change for the following contractors:
Construction Contractor: Thorne Enterprises
Electrical Contractor: Lutter Electric
Construction address: 4094 B Lupine Drive Vail, CO 81657
Please contact Aileen if you have any questions or concerns. Please respond to my email to confirm your
receipt of this request or contact me by phone. 303 437-0061 (mobile)
We appreciate your assistance with this permit contractor revision.
Thank you,
Aileen and Tom Winter
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
.�
�wxo�vn��
Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
ADD/ALT SFR BUILD PERMIT Permit #: B09-0349
Project #: PRJ09-0670
Job Address: 4094 LUPINE DR VAIL Status. . : ISSUED
I3 Location......: UNIT B Applied . . : 12/15/2009
Parcel No....: 210112219019 Issued... : 05/11/2010
Expires. ..: 11/12/2010
� OWNER WINTER,THOMAS A. 12/30/1899 ',
� 4094 B LUPINE DR ',
VAIL
CO 81657
� APPLICANT BLUESKY SUNROOMS LLC 12/15/2009 Phone: 303-473-2766 i
;� 3400 INDUSTRIAL LN,SUITE 10C �
� BROOMFIELD �
a CO 80020
�' License: 1032-B '
q CONTRACTOR T. HORN ENTERPRISES INC. 07/01/2010 Phone: (970)390-5111 �
� PO BOX 552
' EDWARDS j
� COLORADO 81632
License:926-B
� Description:
� REPLACE SUNROOM
x Occupancy: R3 Single Family Residence Valuation: $9,850.00
's
� Type Construction:V6 Total Sq Ft Added: 0
�
d
" 4ff1�t4kA�HRtfrfRf��#fH1'f'fff4frYYttkfYy'tk#4+tRf�+Hr4k4kkfAwfxf�itxxRxfiR#rtY�tLfiFY`hYkiRrt41 FEE SUMMARY ,•,,•••,,,,••,•••,•••••••,•••••••••••••••••••••••••••••••••••,•,••,•••••••,,,•,
£
� Building Permit Fee----> $181.25 Will Cal Fee-------------------> $4.00 Total Calculated Fees--------> $523.06
� Plan Check-----------------> $117.81 Use Tax Fee--------------------> $0.00 Additional Fees--------------------> $0.00
� Add'I Plan Check Hours-> $220.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES------------> E523.06
= Investigation-------- -> $0.00 Recreation Fee-----------------> $0.00
Payments-------------------------> 5523.06
� Total Calculated Fees--------> $523.06 BALANCE DUE-----------------> 50.00
�
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'� DECLARATIONS
�
;� i hereby acknowledge that I have read this application,filled out in full the information required, compieted an accurate plot plan,and state that all the information
as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure
� according to the towns zoning and subdivision codes,design review approved, Intemational Building and Residential Codes and other ordinances of the Town
applicable thereto.
� REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM-4:00 PM.
� �-��.� 7_ .Z— ��7
tt Signature of Owner or Contractor Date
� ?.U.oe���.,
' Print Name
F bld_alt construction�ermit_041908
�
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APPROVALS
Permit#: B09-0349 as of 07-02-2010 Status: ISSUED
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; Item: 05100 BUILDING DEPARTMENT
01/05/2010 JRM Action: AP
; Item: 05400 PLANNING DEPARTMENT ,
12/22/2009 bgibson Action: AP plans routed to G2
� Item: 05600 FIRE DEPARTMENT
01/05/2010 drhoades Action: AP
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CONDITIONS OF APPROVAL
Permit#: B09-0349 as of 07-02-2010 Status: ISSUED
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Cond: 12
� (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
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bld_alt_construction_perm it_041908
T. Horn Enterprises, Inc.
PO Box 552
Edwards, CO 81632
Ph- 970-390-5111
Fax- 970-328-7832
6 - 25 - 10
To, The Town of Vail
Community development
75 South Frontage Rd. �
Vail Co. 81657 G�?�G�
�
To Whom It May Concem this letter is to inform the town that we T.Horn
Enterprises inc. will be taking over as contractor for Tom and Aileen Winter at
4094 Lupine Dr. building permit # B09-0349
�,�����i�--'
Todd A Horn
� � � � oe � .
JUN 2 9 2010
TOWN OF V,qIL
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
.
.
�wxo�vn��
Town of Vail,Community Development, 75 South Frontage Road,Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
ADD/ALT SFR BUILD PERMIT Permit #: 609-0349
Project #: PRJ09-0670
Job Address: 4094 LUPINE DR VAIL Status. . : ISSUED
Location......: UNIT B Applied . . : 12/15/2009
Parcel No....: 210112219019 Issued... : 05/11/2010
Expires. ..: 11/12/2010
OWNER WINTER,THOMAS A. 12/30/1899
4094 B LUPINE DR
VAIL
CO 81657
APPLICANT BLUESKY SUNROOMS LLC 12/15/2009 Phone:303-473-2766
3400 INDUSTRIAL LN, SUITE 10C
BROOMFIELD
CO 80020
License: 1032-B
CONTRACTOR BLUESKY SUNROOMS LLC 12/15/2009 Phone:303-473-2766
3400 INDUSTRIAL LN,SUITE 10C
BROOMFIELD
co $oozo
License: 1032-B
Description:
REPLACE SUNROOM
Occupancy: R3 Single Family Residence Valuation: $9,850.00
Type Construction:VB Total Sq Ft Added: 0
.........................................,,..�..,..«.,,..,.,,,.....,,.,..,..««..... FEE SUMMARY .........,..,...,,.........,........,....,..«..«,.......,,.....,..,.,.,.....,,,
Building Permit Fee------> $181.25 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $523.06
Plan Check-------------------> $117.81 Use Tax Fee--------------------> $0.00 Additional Fees-----------------------> $0.00
Add'I Plan Check Hours-> $220.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES-------------> 5523.06
Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00
Payments------------------------------> 3523.06
Total Calculated Fees--------> $523.06 BALANCE DUE------------------------> a0.00
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DECLARATIONS
I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan,and state that all the information
as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws, and to build this structure
according to the towns zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS F R IN PEC SHAL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 A - :0 PM.
s-- r� -i�
Sign ur f Owner or Contractor Date
� S �\
Pr'n Name
bld_a lt_constructio n_perm it_041908
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APPROVALS
Permit#: 609-0349 as of 05-11-2010 Status: ISSUED
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Item: 05100 BUILDING DEPARTMENT
01/05/2010 JRM Action: AP
Item: 05400 PLANNING DEPARTMENT
12/22/2009 bgibson Action: AP plans routed to C-2
Item: 05600 FIRE DEPARTMENT
01/05/2010 drhoades Action: AP
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See the Conditions section of this Document for any that may apply.
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CONDITIONS OF APPROVAL
Permit#: 609-0349 as of 05-11-2010 Status: ISSUED
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Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 16
(BLDG 2003): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION
R313 OF THE 2003 IRC.
bid_a It_constru ctio n_perm it_041908
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TRANSMITTAL FORM
Revision Submittals:
1. "Field Set"of approved plans MUST accompany revisions.
2. No further inspections will be performed until the revisions are approved&the permit is re-issued.
3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum),and are due upon issuance.
Permit#(s)information applies to:������Attention:�� e�� Revisions �
Z '� Response to Correction Letter �
Q-��f?S�,Q�1 1_`� ���✓�q _attached copy of correction letter
+ j . !' ( ) Deferred Submittal #
�1� � tjy�S ( ) Other '
Project Street Address:
�- .�A� ��,.� � Description/List of Chan es: � �
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=Contact Information: � � i
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Revised ADDITIONAL Valuations (Labor 8�Materials) ` _ �
(DO NOT include original valuation) � ��r� t - �
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f Building: $��Q v �(use additional sheet rf necessary) _
;Plumbing: $ �
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� Electrical: $ i
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O1-Jan-10
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PLAN VIEW USE STAINLESS STEEL OR TRIPLE DIPPED
GALVANIZED FASTENERS INTO ACQ LUMBER �
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NOTE:
THE FkONT BEAM OF THIS DECK m
2 MAY BE RELOCATED UP TO A cn �
MAXIMUM OF 8 INCHES BEHIND � �
THE FRONT EDGE OF THE DECK p �
CONCRETE ENCASED GROU(VDIr�6` �YOUT PLAN FOUNDATION PLAN � z �° J
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ELECTRODE REQUiRED IN FOOTING! No�; � � r o
FOUNDATION PER NATIONAL PIER SIZES REFLECT ROUND CONCRETE PAD CONSTRUCTION. SEE � M � � �O >
ELECTRICAL C4DE CALCULATIONS SHEET FOR OPTIONAL SQUARE PAD APPLICATION. � � a w J� �
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MINIMUM 20'#4 REBAR OR No�: �" � m � °Q
OPEN HOLE EXCAVATt�N � ``' �' m
MfNiMUM 20� BARE CQPPER THE LEDGER TO EXISTING HOUSE IS A STRUCTURAL CONNECTION. � m .. I—
S OI LS REPORT REQUIRED AT IF THE LEDGER IS BEING FASTENED TO WOOD FRAMING, ALL LAG � w � �
FOOTiNG INS ECTlON. SCREWS MUST PENETRATE FULL DEPTH INTO THE SILL PLATE OR
MUST BE It�STALLED AT , �'` � w �
FOOTING INSPECTfON M�NIMUM_L„7��_PSF A WALL STUD. � o 0
IF THE LEDGER IS BEWG FASTENED TO MASONRY, THROUGH SHEET
BOLTS MUST PASS THROUGH THE ENTIRE WALL SYSTEM, AND
CANNOT BE FASTENED INTO THE HOLLOW SPACE.
IF THE LEDGER IS BEING FASTENED TO A CONCRETE WALL, FULL � O�j
DEPTH LAG SHIELDS ARE TO BE USED � 16" O.C. ��
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PER MANUFACTURERS SPECS `-'
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PROPOSED � ���,��� ' «A � �`
HEAVY RAFTER �a ��.� a"•
COUNTER FLASHING w�cr`��"W �i�x;
CAULK AT JOINT BETWEEN �e�
COUNTER FLASHING AND \ e . '' �
TOP OF GLAZING CAP ��� e` f. �
RIDGE CLIP CS'��+,�� � e� N
�08�� EXISTING EXTRUDED ALUMINUM �C7�°•� e � N
H4" HOUSE GLAZING CAP _ .�.
EXTRUDED ALUMINUM . �
22.75" HIGH RIDGE TRIM p �
KNEEWALL EXTRUDED ALUMINUM � Z w w
#8x10" DECK SCREWS RAFTER BAR �
2X6 SILL PLATE SECURED � 12" O.C.
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WITH SIMPSON LMA6 OR #10x1 1/4" TEK SCREW
EQUAL � 48" O.C. TWO PER CLIP
FOUNDATION HEIGHT ABOVE ?'��f�'�.,'" �YINSULATED FLOOR PANEL•",,�:•'��`x•+i�va"�a.�,�?%r�;':•.�:�.i ROOF HANGER TO STUD
GRADE MAX. 6" #12x2-1/3" HWH LAG �
GRADE ' SCREW � 16"O.C. v�
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...: ��" ���1 z Z�M
f ��a�`�; �,+� ��\r� �V,� � DETAIL RA1 � �N�
48" •��'•'. PROPOSED FOOTING �/"� VJ� W
�� 2x12 LAGGED TO STRUCTURE z ���
�'�,.ii� W/ 2x4 LAGGED AS SHOWN � w Q U
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WOOD FRAME: �'' � �
1/2" LAG BOLTS � 16" ��
�2�� 1.5"-2" AGGREGATE BASE 0/C — STAGGERED. �
MASONRY BLOCK OR
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CONCRETE WALL:
LEDGER THRU—BOLTED TO N��� \ w
STRUCTURAL DIAPHRAGM ALL EXTERIOR STRUCTURAL LUMBER ao p
i � 1 1/2" SCREWS OR TO BE PRESSURE TREATED � z
SECTION CS 1 8d NAILS � 6" O.C. FLOOR 1 1/2" SCREWS OR � w
PANEL 8d NAILS � 6" O.C. #8 x 2 1/4" � Q
NOTE: DECK SCREW o N
A CONCRETE ENCASED ELECTRODE IS REQUIRED. ONE OF THE FOLLOWING OPTIONS . � . � .
SHALL BE PERFORMED BY THE CONTRACTOR AT THE TIME OF CONSTRUCTION. � ���� • �" �� �ti�� � . ' �.�
� � � 1/2" LAG SCREWS
(2) 2x8 RIM (2) 2x8 JOIST � 16° O.C. m
1. AN ELECTRODE ENCASED BY AT LEAST (2") OF CONCRETE, LOCATED WITHIN AND �, �
NEAR THE BOTTOM OF A CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT o � �
CONTACT WITH THE EARTH CONSISTING OF AT LEAST (20 FT) OF ONE OR MORE BARE RIM DETAIL SPLICE DETAIL LEDGER DETAIL � �o w
OR ZINC GALVANIZED OR OTHER ELECTRICALLY CONDUCTIVE STEEL REINFORCING BARS � � ° J
OR RODS OF NOT LESS THAN (1/2") DIAMETER. REINFORCING BARS SHALL BE BONDED � � a o w
T O G E T H E R B Y S T E E L T I E W I R E S O R O T H E R E F F E C T I V E M E A N S. � Y
Q N J� W
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2. MINIMUM OF (20 FT) BARE COPPER #4 AWG INSTALLED IN THE CONCRETE. N m � oQ �
N W �> r
m .. H m
3. MINIMUM #4 AWG BARE COPPER CONDUCTOR BONDED TO THE REINFORCING STEEL BY: �w z z
-EXOTHERMIC WELD TO STEEL REINFORCING BARS � W � �
-LISTED CLAMP FOR CONCRETE ENCASEMENT TO STEEL REINFORCING BARS � � �
-LISTED PRESSURE CONNECTOR (HY-PRESS) TO STEEL REINFORCING BARS SHEET
USE STAINLESS STEEL OR TRIPLE DIPPED 4 OF
GALVANIZED FASTENERS INTO ACQ LUMBER
` '
CALCULATIONS �
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SO I L B EAR I N G CAPAC ITY �
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WIND UPLIFT DESIGN CALCULATIONS F����'��� °°���. �_ �
CAL C U LAT 10 N �����J � � �
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TOTAL WEIGHT OF PRODUCT 2soo �BS �%aYa� � - °�
ROOF LOADS �'� ° °°°P ° ' � N
LIVE 100 PSF DIMENSION OF DECK �
DEAD 6 PSF PROJECTION (FEET) 10.7 FT o �
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TOTAL 106 PSF WIDTH (FEE� 14.85 FT � �
ROOF AREA 158.90 FT2 EXTRA SQUARE FOOTAGE IF ODD SHAPED (SQUARE FEE� FT"2 � � �
TOTAL AREA (SQUARE FEE� 158.895 FT^2
FLOOR LOADS DECK WEIGHT PER SQUARE FOOT �o LBS/FT^2 °
LIVE 40 PSF ��r
DEAD 10 PSF H z�M
DIMENSION OF PIER FOOTING
T OTAL 5 0 P S F W w o�
DIAMETER (INCHES) 24 IN Z Z��
DEPTH (INCHES) 48 IN H z�a
CONCRETE FOOTING TOTAL VOLUME OF PIER FOOTING (CUBIC FEET) 12.57 FT^3 W �_�
RIGHT PROJECTION WALL 1 FT ��
LEFT PROJECTION WALL 1 FT NUMBER OF PIERS 4 �
WIDTH 14.85 FT o �
FOOTING WIDTH 12 IN ASSUMED WEIGHT OF CONCRETE 145 LBS/FT"3 � Z
0
FOOTING DEPTH 48 IN � Z
TOTAL FOOTPRINT 14.85 FT2 WIND CONVERSION � Q
TOTAL VOLUME 59.40 FT3 WIND SPEED (80,90,1Q0,110,120,130,140,150) 90 MPH o v"i
EXPOSURE (B,C,D) B
CALCULATED WIND PRESSURE 15.4 LBS/FT^2 m
WEIGHT OF SUNROOM PRODUCT �, �
WEIGHT 2300 LBS FINAL CALCULATIONS o � �
TOTAL UPLIFT 2446.983 LBS � z o o �
TOTAL WEIGHT OF DECK, PRODUCT, AND FOOTINGS 11180 LBS z v=i w Q w
T O T A L D E S I G N L O A D DIFFERENCE 8733.017 LBS � Y �o >
LOAD 23307 LBS
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