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HomeMy WebLinkAboutB06-0174TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT �o 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW (SFR,P /S,DUP) PERMIT Job Address: 1404 MORAINE DR VAIL Location.....: 1404 MORAINE DR Parcel No...: 210312209002 OWNER GISH, AMY BECHER 1850 LIONSRIDGE LP VAIL CO 81657 CONTRACTOR DIAMOND G CAPITAL 1850 LIONSRIDGE LOOP VAIL COLORADO 81657 License: 392 -L APPLICANT GISH, AMY BECHER 1850 LIONSRIDGE LP VAIL CO 81657 07/06/2006 Permit #: B06 -0174 Project #: PRJ06 -0147 Status ...: ISSUED Applied..: 07/06/2006 Issued . .. 08/04/2006 Expires.....: 01/31/2007 07/06/2006 Phone: (970) 479 -5393 07/06/2006 Desciption: NEW CONSTRUCTION OF A SINGLE FAMILY RESIDENCE Occupancy Type Factor Sq Feet Valuation Totals... 8,147 $1,695,000.00* Number of Dwelling Units: 1 Town of Vail Adjusted Valuation: 1,695,000.00 Revision Valuation: $0.00 * + *rr ►r * * *► *r *s * * ++ * * * * *r * * ■s * * * * +r* *► * *r * +* * *+a *e *+ FEE SUMMARY + * *a► * * *r * *•rr ** * *r * * *s * * * * * ** * *r * «+ * * *s* s « * * +* ** Building ------ > $8, 145.50 Restuarant Plan Review - -> $0. 00 Total Calculated Fees - - - - -> $14,367.78 Plan Check --- > $5,294 .58 Recreation Fee ------------ > $814.70 Additional Fees ------------ > $0.00 Investigation -> $0. 0 0 TOTAL FEES ------------- > $14,367.78 Total Permit Fee------ - - - - -> $14,367.78 Will Call - - - - -> $3 . 0 0 Payments------------- - - - - -- > $14, 3 6 7. 78 BALANCE DUE --------- $0.00 : ��* rr* s* �r» x+***+***** ���* a+******** �** r** s+*+*** a******►*** �+* �r*r a**■ rs** �*. �:* �* �+****«r s** �**»**r �**** ��**:* s� *� : « *�► *r• * * * *� *s *�� * + * * + *� * *s Approvals: Item: 05100 BUILDING DEPARTMENT 07/25/2006 cgunion Action: AP 06/15/2007 cgunion Action: Item: 05400 PLANNING DEPARTMENT 07/20/2006 eer Action: another review of the site plan, 08/02/2006 eer Action: 06/15/2007 SDH Action: Item: 05600 FIRE DEPARTMENT AP approved revised structural sheets S1 -S7 COND Applicant will be returning to DRB on Augu; per DRB's request. AP DRB approved grading plan AP Approved revised structurais S1 -S7. Update( 07/18/2006 JJR Action: COND See conditions. Item: 05500 PUBLIC WORKS 07/12/2006 gc Action: COND Provide 100.00 dollar Public Way fee. 09/07/2006 gc Action: AP Item: 05550 ENGINEERING CIVILS See the Conditions section of this Document for any conditions that may apply to this permit. 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 FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS 1N-ADVANCE BY TELEPHONE AT 479 -2149 OR AT OUR OFFICE FROM 8:00 AM 4 PM. Lq, SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER ************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CONDITIONS OF APPROVAL Permit #: B06 -0174 as of 06 -18 -2007 Status: ISSUED ************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Type: NEW (SFR,P /S,DUP) PERMIT Applicant: GISH, AMY BECHER Job Address: 1404 MORAINE DR VAIL Applied: 07/06/2006 Issued: 08/04/2006 Location: 1404 MORAINE DR Parcel No: 210312209002 ************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CONDITIONS ************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Cond: 33 (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY" SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0008278 Fire sprinkler system recommended and shall comply with NFPA 13R (2002) and VFES standards. Monitored fire alarm system required Cond: CON0008279 Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. Cond: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: 18 (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. Cond: 19 (BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: CON0008310 OPEN HOLE SOILS REPORT REQUIRED PRIOR TO FOOTING INSPECTION. 2000 PSF MINIMUM Cond: 39 (BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R310 OF THE 2003 IRC OR SECTION 1025 OF THE 2003 IBC. Cond: CON0008311 SEE NOTES ON PLANS 1) DECORATIVE CHIMNEY SHROUDS NOT APPROVED. 2) DOORS MAY NOT SWING OVER STEPS 3) MINIMUM 36" LANDING REQUIRED AT GARAGE ENTRY DOOR STAIRWAY. 4) SEE ALL OTHER NOTES ON PLANS FOR TYP. CODE REQUIREMENTS TOWN OF VAIL, COLORADO Statement Statement Number: R070001008 Amount: $110.00 06/18/200702:34 PM Payment Method: Check Init: DDG Notation: Didier 8181 ----------------------------------------------------------------------------- Permit No: B06 -0174 Type: NEW (SFR,P /S,DUP) PERMIT Parcel No: 2103 - 122 - 0900 -2 Site Address: 1404 MORAINE DR VAIL Location: 1404 MORAINE DR Total Fees: $14,367.78 This Payment: $110.00 Total ALL Pmts: $14,367.78 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Curr.ent'Pmts -------------- - - - - -- ---------------------- -- - - - - -- - ----- - - - - -- PF 00100003112300 PLAN CHECK FEES 110.00 ----------------------------------------------------------------------- - - - - -- ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADOCopy Reprinted on 02 -07 -2013 at 16:21:25 02/07/2013 Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R060000927 Amount: $3,970.00 07/06/200607:39 AM Payment Method: Check Init: JS Notation: 3006 /DIAMOND G CAPITAL IV ----------------------------------------------------------------------------- Permit No: B06 -0174 Type: NEW (SFR,P /S,DUP) PERMIT Parcel No: 2103 - 122 - 0900 -2 Site Address: 1404 MORAINE DR VAIL Location: 1404 MORAINE DR Total Fees: $14,367.78 This Payment: $3,970.00 Total ALL Pmts: $14,367.78 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- PF 00100003112300 PLAN CHECK FEES 3,970.00 APPLICA CCEPT ED IF I $A M Gk. 1 !14 C, N OMPLETE OR UNSIGNED Building Permit #: B06 TOWN Of V& R ISIO Tb TOWN OF VAIL BUILDING PERMIT Separ� e Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. s Vail, Colorado 81657 j TOWN OF V i ** *All Revision submittals must include the Field Set of approved plans. No further inspections will be preformed until the revisions are approved * ** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone #'s: ATTENTION: JOE, JR, CHARLIE, GREG, CHRIS ignature: COMPI FTF RFVISInNC FVAI YiATInN¢ GnQ RI ni nIKir_ nr-DnniT n -k-.. 4 Rfi_6 _:_1_X REVISED AMOUNT: $ N(, CH 41�t� ELECTRICAL: $ OTHER: $ LPLUMBING: $ MECHANICAL: $ REVISED TOTAL: $ For Parcel # Contact Eaa/e Countv Assessors offir_e at 97n_12R_Rrian nr vicif IAAAAA1 aarrla_r'nJ 1nfir rnr%M 10312Z09CC:2, Job Name: & l s ° ILobAddress: 1904 Legal Description Lot: ;a- Block: Filing: I Subdivision: 17ttL/P6111cit.S hosdeq Name: A Arch itect/Designer: tPVY� _�,rnes pide�, Address: done: 4 7 Address: p PE �acx 323 CL�I�S9t(- Phone: c 41�-I En ineer: r✓,V vlfq h!5 1"L Address: ('o hox 572 V c ( Cc SCI - 8 IF—Phone: REASON FOR REVISIONS: t J I 1 [WorkCIass: New (<) Addition( ) Remodel( ) Repair( ) Demo( ) Other( ) Work Type: Interior ( ) Exterior ( ) Both (i,) Does an EHU exist at this location: Yes( ) No (A) Type of Bldg.: Single- family W Two - family ( ) Multi- family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: ( No. of Accommodation Units in this building: 0 No/Type of Fireplaces Existing: Gas Appliances o Gas Logs c Wood /Pellet G Wood Burning o No/Type of Fireplaces Proposed: Gas Appliances (.2) Gas Logs (I ) Wood /Pellet ( ) Wood Burnin (NOT ALLOWED) Does a Fire Alarm Exist: Yes( ) No (Q =1 Does a Fire Sprinkler System Exist: Yes( ) No (.<) FnR nPrirlG I icy nNl v� bate!l2ce,�red • t: Pe mgt >,Fee '! 0 : P an C Fe e' 13 tiAccept! 8�.. Peirm�t fee {11 }r f PIaCi� Fee {_ Outsnur`ced':'(errns f F: \cdev\ FORMS\ Permits\ Building \building _ revision_4- 18- 2007.doc Page 1 of 1 4/18/2007 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW (SFR,P /S,DUP) PERMIT Job Address: 1404 MORAINE DR VAIL Location.....: 1404 MORAINE DR Parcel No...: 210312209002 OWNER GISH, AMY BECHER 1850 LIONSRIDGE LP VAIL CO 81657 CONTRACTOR DIAMOND G CAPITAL 1850 LIONSRIDGE LOOP VAIL COLORADO 81657 License: 392 -L APPLICANT GISH, AMY BECHER 1850 LIONSRIDGE LP VAIL CO 81657 07/06/2006 Permit #: B06 -0174 Project #: PRJ06 -0147 Status ...: ISSUED Applied ..: 07/06/2006 Issued . .. 08/04/2006 Expires.....: 01/31/2007 07/06/2006 Phone: (970) 479 -5393 07/06/2006 Desciption: NEW CONSTRUCTION OF A SINGLE FAMILY RESIDENCE Occupancy Type Factor Sq Feet Valuation Totals... 8,147 $1,695,000.00* Number of Dwelling Units: 1 Town of Vail Adjusted Valuation: 1,695,000.00 Revision Valuation: $0.00 ************+************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEE SUMMARY *************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Building ------ > $8,145.50 Restuarant Plan Review - -> $0.00 Total. Calculated Fees - - - - -> $14,257.78 Plan Check --- > $5,294.58 Recreation Fee ------------ > $814.70 Additional Fees ------------ > $0.00 Investigation -> $0.00 TOTAL FEES ------------- > $14,257.78 Total Permit Fee------ - - - - -> $14,257.78 Will Call - - - - -> $3.00 Payments------------- - - - - -- > $14,257.78 BALANCE DUE --------- > $0.00 Approvals: Item: 05100 BUILDING DEPARTMENT 07/25/2006 cgunion Action: AP Item: 05400 PLANNING DEPARTMENT 07/20/2006 eer Action: COND Applicant will be returning to DRB on August 2nd for another review of the site plan, per DRB's request. 08/02/2006 eer Action: AP DRB approved grading plan Item: 05600 FIRE DEPARTMENT 07/18/2006 JJR Action: COND See conditions. Item: 05500 PUBLIC WORKS 07/12/2006 gc Action: COND Provide 100.00 dollar Public Way fee. Item: 05550 ENGINEERING CIVILS See the Conditions section of this Document for any conditions that may apply to this permit. CONDITIONS OF APPROVAL Permit #: B06 -0174 as of 08 -04 -2006 Status: ISSUED Permit Type: NEW (SFR,P /S,DUP) PERMIT Applied: 07/06/2006 Applicant: GISH, AMY BECHER Issued: 08/04/2006 Job Address: 1404 MORAINE DR VAIL Location: 1404 MORAINE DR Parcel No: 210312209002 CONDITIONS Cond: 33 (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0008278 Fire sprinkler system required and shall comply with NFPA 13R (2002) and VFES standards. Cond: CON0008279 Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. Cond: 16 (BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION R313 OF THE 2003 IRC. Cond: 18 (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. Cond: 19 (BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: CON0008310 OPEN HOLE SOILS REPORT REQUIRED PRIOR TO FOOTING INSPECTION. 2000 PSF MINIMUM Cond: 39 (BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R310 OF THE 2003 IRC OR SECTION 1025 OF THE 2003 IBC. Cond: CON0008311 SEE NOTES ON PLANS 1) DECORATIVE CHIMNEY SHROUDS NOT APPROVED. 2) DOORS MAY NOT SWING OVER STEPS 3) MINIMUM 36" LANDING REQUIRED AT GARAGE ENTRY DOOR STAIRWAY. 4) SEE ALL OTHER NOTES ON PLANS FOR TYP. CODE REQUIREMENTS 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 FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 479 -2149 OR AT OUR OF ICE FROM 8:00 AM -4PM. HIMSELF AND OWNEF TOWN OF VAIL, COLORADO Statement Statement Number: R060001160 Amount: $10,287.7808/04 /200611:20 AM Payment Method: Check Init: LT #3010 Notation: Diamond G / ck ----------------------------------------------------------------------------- Permit No: B06 -0174 Type: NEW (SFR,P /S,DUP) PERMIT Parcel No: 2103 - 122 - 0900 -2 Site Address: 1404 MORAINE DR VAIL Location: 1404 MORAINE DR Total Fees: $14,257.78 This Payment: $10,287.78 Total ALL Pmts: $14,257.78 Balance: $0.00 ACCOUNT ITEM LIST: Account Code -------------- - - - - -- Description Current Pmts BP 00100003111100 ------------------------ - - - - -- BUILDING PERMIT FEES ------ - - - - -- 8,145.50 PF 00100003112300 PLAN CHECK FEES 1,324.58 RF 11100003112700 RECREATION FEES 814.70 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 A TOWN OF VAIL 75 S. Frontage Rd. Vail, Colorado 81657 L-1 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG 9(o- W Project #: _ Building Permit #: ,$) TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! CONTRACTOR INFORMATION COMPLETE V, For Parcel # Contact Faale Cnunty dccpccnrc t)ffr -a a* Parcel, - - - - -- - - - - 2 Do z. Job Name: Job Address. Legal Description Lot: " Block: Filing: Subdivision: Owners Name: i 6 < Address: Phone:, � t I s Architect/Designer: Address: Engineer: ( Address: �- - 1 IF Phone:; Detailed description of work: ° iM1a�.l �, . ;r'.il >t T i `Jf [Work Class: New (i,) Addition ( ) Remodel ( ) Repair ( ) Demo ( ) Other( ) Work Type: Interior ( ) Exterior ( ) Both (W° Does an EHU exist at this location: Yes (; No( ) Type of Bldg.: Single- family (gyp' Two - family ( ) Multi- family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: A No. of Accommodation Units in this building: No/Type of Fireplaces Existing: Gas Appliances Gas Los Wood /Pellet Wood Burning No/Type of Fire laces Proposed: Gas Appliances Gas Los Wood /Pellet Wood Burnin NOT ALLOWE Does a Fire Alarm Exist: Yes O No( ) 11 Does a Fire Sprinkler System Exist: Yes( ) No (/) FOR OFFICE USE ONLY ..Type of Construction , Date Received: D Occupancy Group:,; „ „ Accepted By: JUL 3 0 2006 n TOWN OF VAIL F: \cdev \FORMS \Permits \Building \building-permit.DOC Page 1 of 16 02/09/2005 TOWN OF VAIL, COLORADO Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R060000927 Amount: $3,970.00 07/06/200607:39 AM Payment Method: Check Init: JS Notation: 3006 /DIAMOND G CAPITAL IV ----------------------------------------------------------------------------- Permit No: B06 -0174 Type: NEW (SFR,P /S,DUP) PERMIT Parcel No: 2103 - 122 - 0900 -2 Site Address: 1404 MORAINE DR VAIL Location: 1404 MORAINE DR Total Fees: $13,443.08 This Payment: $3,970.00 Total ALL Pmts: $3,970.00 Balance: $9,473.08 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- PF 00100003112300 PLAN CHECK FEES 3,970.00 Project Name: GISH NEW SFR Project Description: Participants: Design Review Board ACTION FORM Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 web: www.vailg€tv.com DRB Number: DRB060190 New Single Family Residence in Grand Traverse: approved with six conditions of approval. All specifications on file. OWNER GISH, AMY BECHER 05/30/2006 1850 LIONSRIDGE LP VAIL CO 81657 APPLICANT STEVEN JAMES RIDEN, AIA ARCH05 /30/2006 Phone: 949 -4121 PO BOX 3238 VAIL CO 81658 License: C000001738 Project Address: 1404 MORAINE DR VAIL Location: 1404 MORAINE DR Legal Description: Lot: 2 Block: Subdivision: DAUPHINAIS - MOSELEY FIL 1 Parcel Number: 2103 -122- 0900 -2 Comments: see conditions BOARD /STAFF ACTION Motion By: Dantas Action: APPROVED Second By: Dunning Vote: 4 -0 -1 Date of Approval: 06/21/2006 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and /or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0008141 Fire sprinkler system required and shall comply with NFPA 13R(2002) and VFES standards. Cond: CON0008142 Monitored fire alarm system required and shall comply with NFPA 72(2002) and VFES standards. Cond: CON0008197 The applicant shall return to the Design Review Board prior to issuance of a building permit by TOV CDev with a final grading plan to better reflect proposed topographical conditions at the southeast side of Lot 2. Cond: CON0008198 At the time of the applicant's submittal for a building permit, a staging plan shall be submitted for review and approval to the Public Works Department. Cond: CON0008199 At the time of the applicant's submittal for a building permit, stamped PED drawings must be included for all walls that exceed four feet (4') in height. Cond: CON0008200 The applicant shall demonstrate compliance with the architectural projection section of the Vail Town Code at the time of framing inspection by the Town of Vail (Section 14- 10 -c -6). Cond: CON0008201 Prior to receiving a Temporary Certificat of Occupancy, the applicant shall comply with all Town of Vail Fire Dept. directives. Cond: CON0008202 No more than one dwelling unit shall exist on this site. Planner: DR13 Fee Paid: $650.00 i J. D k TOWN OF VAIL. w Account No Test Date /Tir / ne /0 %�!U f O3spA i ! � Tester Certification 06- 0 00 V,/ Device Serial N2 4111M ckffow Prevention device Device Test Result Pass Fail 'Test $ Maintenance Re ort ater Supplier: ERWg,SD Account Ng: - Property Owner U If -_4r -- a Address: A !3o x gjgd City: L I„L r T: a u d O p __ Meter Na: SS %JP Service Name: Q;Pr� (A� Z .O Address; City: !/a; I sT �/� -- - - - - -- Make:______ -- _`_— _Model: �( Type: n RPZ DC I_; PVB AVB n Air Gap ize- _� - - -- % P Location:- ����r— n, Existing `— ��._AM&, )20,lew Date Installed: OV11 Old Device "—'-- Serial Ne; _ Orientation Use I Vertical up XDomestic D Vertical Down i i Fire >eNorizontal n Irrigation Repairs /Comments a Alarm Company /Fire Department Notified: iV w Person Notified:_ i Turn Off Date /Time: Y Test Kit Make: N ,°_' Serial No: Tester Name.- Tester certifies that this assembly has returned to pr t st orien ti m . a� ~ Tester: Owner /Manager: /L Test Procedure: Notified By: Turn On Date /Time: Model: — Last Calibration Date: / Protection X Containment n Isolation Re -Test Results Tightness Differential Leak J Tight Leak i-! Tight . Certificate Expiration Date: it XWO �f_- t with the above listed procedure and verifies that isolation valves were (Submit original copy to water purveyor) Date: Date: Initial Test Results i Tightness Differential Check Valve #1 a Leak (RPZ, DC, PVB) Night ��°2 i Check Valve #2 n Leak d (RPZ, DC) Night p cRelief Valve d (RPZ) i `- Buffer (RPZ) I c Air Inlet (PVB) Shutoff Valve #1 iu Leak Tight !Shutoff Valve #2 ❑ Leak UTight Comments: Orientation Use I Vertical up XDomestic D Vertical Down i i Fire >eNorizontal n Irrigation Repairs /Comments a Alarm Company /Fire Department Notified: iV w Person Notified:_ i Turn Off Date /Time: Y Test Kit Make: N ,°_' Serial No: Tester Name.- Tester certifies that this assembly has returned to pr t st orien ti m . a� ~ Tester: Owner /Manager: /L Test Procedure: Notified By: Turn On Date /Time: Model: — Last Calibration Date: / Protection X Containment n Isolation Re -Test Results Tightness Differential Leak J Tight Leak i-! Tight . Certificate Expiration Date: it XWO �f_- t with the above listed procedure and verifies that isolation valves were (Submit original copy to water purveyor) Date: Date: OVA11TOWN Department of Community Development 75 South Frontage Road Vail, Colorado 81657 970 -479 -2138 FAX 970 - 479 -2452 www.vailgov.com September 19, 2008 Millennium Banc Attn: Trish Stone 2111 North Frontage Road West, Suite A Vail, CO 81657 Re: Irrevocable Letter of Credit #70210034 Borrower: Amy Gish Dear Ms. Stone: The above mentioned letter of credit has been released. Please find the original letter enclosed. If you have any questions contact Bill Gibson, planner for the Town of Vail at 970 - 479 -2173. Sincerely, helley Bellm Administrative Assistant, Planning Department Enclosure ��� RECYCLED PAPER Copy Kej� -� cdM-5e- IRREVOCABLE LETTER OF CREDIT FORMAT Legal Description: Lot lock Subdivision: J)GU t P GUS -- , Address: N04 oU 'V,:Z;l " Developer: Project Number: z) Permit Number: — 4 Improvement Completion Date: Letter of Credit Expiration Date: D1VA1107 »All , I � THIS AGRE MENT, made and entered into this 4-"' day of <,l B 20, by and among I (the "Developer "), and the Town of Vail (the "Town ") and (the "Bank "). WHEREAS, the Developer, as a con ' ion of approv I of the Temporary Certificate of T cupan y for D rcu �t Vl(; 1 4 A — V 19 (address, legal description, and project number) wishes to enter ini6 a Developer Improvement Agreement; and WHEREAS, the Developer is obligated to provide security or collateral sufficient in the judgement of the Town to make reasonable provisions for completion of certain improvements set forth in the attached estimated bid(s) in accordance with the approved plans and specifications filed in the office of the Community Development Department of the Town of Vail; and WHEREAS, the Developer wishes to provide security to guarantee performance of this Agreement, including completion of all improvements referred to in this Agreement, by means of the following: The Developer agrees to establish an irrevocable letterpf- _credit # �.Z, 10 D 9 � in the amount of $ � 1 JV X . 0 `� with as the security for the completion of all improvements referred to in this Agreement, in the event there is a default under this Agreement by the Developer. NOW THEREFORE, in consideration of the following mutual covenants and agreements, the Developer and the Town agree as follows: 1. The Developer agrees, at its sole cost and expense, to furnish all equipment and materials necessary to perform and complete all improvements referred to in this Agreement. The DD velgper agrees t c mplete all improvements referred to in this Agreement on or before the day of 20 09. The Developer shall complete, in a good workmanlike manner, alll improvements referred to in this Agreement, in accordance with all approved plans and specifications filed in the office of the Community Development Department of the Town of Vail, and to do all work incidental thereto according to and in compliance with the following: F: \cdev\ FORMS\ Permits \Planning\Administrative _Actions \DIA credit form at_5- 16- 2007.doc Page 2 of 6 a. All said work shall be done under the inspection of, and to the satisfaction of, the Town Planner, the Town Engineer, the Town Building Official, or other official from the Town of Vail, as affected by special districts or service districts, as their respective interest may appear, and shall not be deemed complete until approved and accepted as completed by the Community Development Department and Public Works Department of the Town of Vail. 2. To secure and guarantee performance of the obligations as set forth herein, the Developer agrees to provide security as follows: Irrevocable letter of credit # D S L( in the amount of $ /0,9,-0 Y 5% of the total costs of the attached pstimated bidW with k6 �1 {Wtri„'tfx�t ( set to expire on the day of 20 D-R (not to expire less than 30 days after the date set forth in Paragraph 1 of this Agreement) as the security for the - completion of all improvements referred to in this Agreement, in the event there is a default under this Agreement by the Developer. 3. The Developer may at any time substitute the security originally set forth above for another form of security or collateral acceptable to the Town to guarantee the faithful completion of those improvements referred to in this Agreement and the performance of the terms of this Agreement. Such acceptance by the Town of alternative security or collateral shall be at the Town's sole discretion. 4. The Town shall not, nor shall any officer or employee thereof, be liable or responsible for any accident, loss or damage happening or occurring to the work specified in this Agreement prior to the completion and acceptance of the same, nor shall the Town, nor any officer or employee thereof, be liable for any persons or property injured by reason of the nature of said work, but all of said liabilities shall and are hereby assumed by the Developer. The Developer hereby agrees to indemnify and hold harmless the Town, and any of its officers, agents and employees against any losses, claims, damages, or liabilities to which the Town or any of its officers, agents or employees may become subject to, insofar as any such losses, claims, damages or liabilities (or actions in respect thereof) that arise out of or are based upon any performance by the Developer hereunder; and the Developer shall reimburse the Town for any and all legal or other expenses reasonably incurred by the Town in connection with investigating or defending any such loss, claim, damage, liability or action. This indemnity provision shall be in addition to any other liability which the Developer my have. 5. It is mutually agreed that the Developer may apply for and the Town may authorize a partial release of the security provided to the Town for each category of improvement at such time as such improvements are constructed in compliance with all plans and specifications as referenced hereunder and accepted by the Town. Under no condition shall the dollar amount of the security provided to the Town be reduced below the dollar amount necessary to complete all uncompleted improvements referred to in this Agreement. F: \cdev\FORMS\ Permits \Planning\Administrative _Actions \DIA credit format_5- 16- 2007.doc Page 3 of 6 6. If the Town determines, at its sole discretion, that any of the improvements referred to in this Agreement are not constructed in compliance with the approved plans and specifications filed in the office of the Community Development Department of the Town of Vail or not accepted by the Town as complete on or before the date set forth in Paragraph1 of this Agreement, the Town may, but shall not be required to, draw upon the security referred to in this Agreement and complete the uncompleted improvements referred to in this Agreement. Pursuant to Section 12 -11 -8, Vail Town Code, the Temporary Certificate of Occupancy referred to in this Agreement may be revoked until all improvements referred to herein are completed by the Developer or the Town in accordance with this Agreement. If the costs of completing the uncompleted improvements referred to in this Agreement exceed the dollar amount of the security provided to the Town, the excess, together with interest at twelve percent (12 %) per annum, shall be a lien against the property and may be collected by civil suit or may be certified to the treasurer of Eagle County to be collected in the same manner as delinquent ad valorem taxes levied against such property. If the Developer fails or refuses to complete the improvements referred to in this Agreement, such failure or refusal shall be considered a violation of Title 12 (Zoning Regulations), of the Vail Town Code, and the Developer shall be subject to penalties pursuant to Section 12 -3 -10 (Violations: Penalties) and Chapter 1 -4 (General Penalty), Vail Town Code. 7. The Developer shall warranty the work and materials of all improvements referred to in this Agreement located on Town property or within a Town right -of -way, pursuant to Chapter 8 -3, of the Vail Town Code, for a period of two years after the Town's acceptance of said improvements. 8. The parties hereto mutually agree that this Agreement may be amended from time to time, provided that such amendments be in writing and executed by all parties hereto. Dated the day and year first above written. Q_� 1 Developer STATE OF l� ) ) ss. COUNTY OF ) The oregoing Devejoper Improvement Agreement w ackno ed ed before me this Day of Ala , 20_U by —� Witness my hand and official seal. My commission expires My Commission Expires 7/5/2009 Notary Public p%! %.- ..ERR ` 0 fJ 8 L ti C' .O0 r co` - F: \cdev\ FORMS\ Permits \Planning\Administrative _Actions \DIA credit format_5- 16- 2007.doc Page 4 of 6 Town Planner STATE OF COLORADO ) )ss. COUNTY OF EAGLE ) The foregoing.Devefoper Improvement Agr ement was acknowledged before me this Day of d ca�-� , 2006 by W, ,k 44.1 e1 � Vgw\� Witness my hand and official seal. My commission expires: 426(L( )9 4-)0( F: \cdev\ FORMS\ Permits \Planning\Administrative _Actions \DIA credit format_5- 16- 2007.doc Page 5 of 6 ATTACHED COPIES OF THE ESTIMATED BID(S) V, F: \cdev\FORMS\ Permits \Planning\Administrative _Actions \DIA credit format_5- 16- 2007.doc Page 6 of 6 Estimate Submittal: Gish Residence ,z2zQw Post ONN Sox 5747 vok Colorado ausr Ofika{97L)MIt" Fax (9 017aj -0=f LandsospWaj000looea :�`: �: y .iL ?`.r`•,- '•�,Dr`1.7:/ fF'%'' yy��..>.l �: .li. ')[�wv.:._: t.�n '•err r; ,.l _, r..tr�. ;.. F T�r' eta- (()) ..er�l %,:+{�•.t .Y.. PLANT MATERIALS �M Uwr COST Tax on TOTALS S16 881 63 ..: :16Edt.d3 0 lot 8�q I, Ji it o 9 ftw, G" IK no TOW W M"M &AM* )I sus. AL WNW" LABOR, EQUIP a sue TOTAL Uwr COST Tax on TOTALS S16 881 63 ..: :16Edt.d3 0 lot 8�q I, Ji it o 9 ftw, G" IK no TOW W M"M &AM* MILLENNIUM BANK COV4 is , W IRREVOCABLE LETTER OF CREDIT Date: January 9, 2008 Amount: $21,102.04 Number: 70210034 Expiration: September 15, 2008 Attn.: Warren Campbell, Town Planner, Town of Vail Gentlemen: We hereby open our Irrevocable Letter of Credit No. 70210034 in favor of the TOWN OF VAIL (Beneficiary) or its designees, available by draft drawn on Millennium Bank at sight for any sum not exceeding of TWENTY ONE THOUSAND ONE HUNDRED AND TWO AND 04/100 ($21,102.04), on the account of Amy B. Gish (Applicant). Each draft must bear upon its face the clause, "Drawn Under Letter of Credit No. 70210034, dated January 9, 2008 of Millennium Bank." Each draft must be accompanied by a statement signed by the Town Planner, or his designee, stating under oath that Amy B. Gish has failed to complete the landscaping work authorized under permit number B06 -0174 and that was required as a condition of approval of the Temporary Certificate of Occupancy for 1404 Moraine Drive, Lot 2, Filing 1, Dauphinais - Moseley subdivision of Vail. The amount of each draft, which is negotiated pursuant to this Letter of Credit, together with the date of negotiation, must be endorsed on the reverse side of this Letter of Credit. We further agree with you that in the event this Letter of Credit is wrongfully dishonored by us, and you find it necessary to enforce the terms and conditions hereof by legal proceedings in which you prevail, you shall be entitled to interest at the legal rate from the time of bringing this action and reasonable attorney's fees and such other relief as may seem proper to the Court. This Letter of Credit is issued subject to the most recent revision of the Uniform Customs Practice of Documentary Credits, International Chamber of Commerce Publication No. 500. We further certify that any officer of the Millennium Bank is authorized to issue letters of credit of this nature. Sincerely, Milena Perrine Loan Officer 970.790 BANK (2265) telephone 800.816.9419 toll free 970.790.2275 fax www.MillenniumPrivateBank.com 2111 North Frontage Road West Suite A Vail, Colorado 81657 Ford Community Development 75 South Frontage Road Vail, CO 81657 970.479.2139 LETTER OF CREDIT DEVELOPER IMPROVEMENT AGREEMENT Instructions: This page should be given to your lenderlbank and returned with your letter of credit. Project Name: & Project Number: PIE l n, bQ 1 L4 T Permit Number: 8 U °1 Planner: y, e Letter of Credit Number: —4d L D U Issuing Bank: Ylii V F: \cdev\ FORMS\ Permits\ Planning \Administrative_Actions\DIA credit form at_5- 16- 2007.doc Page 1 of 6 TOWN OF HAIL ; Department of Community Development 75 South Frontage Road Vail, Colorado 81657 970 -479 -2138 FAX 970- 479 -2452 www.vailgov.com January 15, 2008 Ms. Milena Perrine Millennium Bank 2111 North Frontage Road, West Suite A Vail, CO 81657 Re: Irrevocable Letter of Credit #70210034 Dear Ms. Perrine, Enclosed you will find a copy of the executed Town of Vail Developer Improvement Agreement and a copy of your letter of credit. This will be released on or before July 30, 2008 when approved by the planner on the project, Bill Gibson. If you have any questions do not hesitate to contact me at 970 - 479 -2150. Sincerely, �VLV�A. v�L Lynne Campbell Office Manager f #*a RECYCLED PAPER A OVELTOWN Department of Community Development 75 South Frontage Road Vail, Colorado 81657 970 -479 -2138 FAX 970 -479 -2452 www.vailgov.com January 15, 2008 Ms. Milena Perrine Millennium Bank 2111 North Frontage Road, West Suite A Vail, CO 81657 Re: Irrevocable Letter of Credit #70210034 Dear Ms. Perrine, Enclosed you will find a copy of the executed Town of Vail Developer Improvement Agreement and a copy of your letter of credit. This will be released on or before July 30, 2008 when approved by the planner on the project, Bill Gibson. If you have any questions do not hesitate to contact me at 970 - 479 -2150. Sincerely, Lynne Campbell Office Manager �a RECYCLED PAPER TOWN*VKIL Department of Community Development 75 South Frontage Road Vail, Colorado 81657 970- 479 -2138 FAX 970- 479 -2452 www.vailgov.com January 21, 2008 Amy Becher Gish 1850 Lionsridge Loop Vail, CO 81657 Re: Developer Improvement Agreement letter of credit #70210034 Dear Mrs. Gish, Enclosed you will find an executed copy of you developer improvement agreement with the Town of Vail. This document expires July 30, 2008. If you have any questions do not hesitate to contact your planner, Bill Gibson at 970 - 479 -2173. Sincerely, i Lynne Campbell Office Manager enclosure �� RECYCLED PAPER EAGLE RIVER WATER & SANITATION DISTRICT 4111AMP 846 Forest Road • Vail, Colorado 81657 • (970) 476 -7480 • FAX (970) 476 -4089 • www.erwsd.org WATER AND /OR SEWER LINE LOCATION REQUEST IMPORTANT: DO NOT CONNECT water or sewer service unless TAP FEES have been paid, under penalty of fine. NO LIABILITY: Eagle River Water & Sanitation District (ERW &SD) will attempt to locate water /sewer lines, upon request and without charge. Please be aware that ERW &SD did not install the water or sewer lines it is attempting to locate. It is relying on a drawing of record or other location of information provided by others. ERW &SD will attempt to locate water /sewer lines using available information. ERW &SD will not accept financial liability for costs incurred as a result of an inaccurate location. Date: 6 -29 -06 Time: 11:00 Reason for Locate: NEW CONSTRUCTION Special Instructions: Account Number(s): 653024 -PADD Subdivision: VAIL Lot: 2 Block: Address: 1404 MORAINE DR Locating For (Company): MIKE GISH Phone: Contact Name: Type: XD Stubout XD Main Line F--1 Service Line 0 Curbstop Filing: 471 -1632 Map Page # 2103 -122 LOCATION to be sketched or described in space below. Indicate paint or stakes and number thereof. 2 co c� t ktr Y � F:\15WSD\3CUST\APPTMNTS\LOCATERQST.DOC I I I VJV 1475 FH 018 SOLAR ?, a 1475 OP GV 033 � O �o CR EST Pie C/-,-c CONDOS MH 0640 02 S 24 1402 1 \ OLD 064 1450 \ 67' -8" MH 0660 \ @ 7.04% FH 023 1403 066 23 1404 1500 1320 MH 80124.5' -8" RIM 8 26.0 184.8'-B" @ 5.4% j INV S 113.8 @ 1.52% 2 OLD 08 2 2 S MH 0680 1550 1406 OLD 068 32. -8 "P G @ 0.4 " GV C�) @5.9� ��� @ 0.48% o p� '11, 1408 ,\ 3 �� H 0720 ; �o 0 S 1410 0L 072 S FH 20 4 0740 M 0700 INV 8115.09 5 OLD 0 0 1, OLD 4 1412 6 N H:. L7_ Upper Eagle Valley Consolidated Sanitation District . Flushing/'Televising Cut Sheep / _/Z Z Date Hushed: i t% . ri Date televised: L „C14 Map page: - Tape no: Line location ewe: �Zr Surface cover code: S LT Line type code Lm Area: o n s= Street: Pipe type: Pi L Pipe diameter:_ t Run length: I o) _L4 . S Joint length: c)� 0 MH ring type: C.ifFJT Distance• d1 (top of cone to rim) f , MH lid diameter: A `-f invert - in:(dir) (depth) 8” ervi(c Invert - 1n:(dir) (depth)1, Invert - in:(dir) (depth) Drop :(dir) (depth) Invert - out:(dir) (depth) Distance (MH to MH, centers): a L4 MH condition: Good , Fair Poor (circle) Infiltration inton"No K Yes GPM Crew: TES u (n - - - - -> Camera Travel )c W ith Flow _Q W Upstream MH direction of Bow Camera Travlc Against Flow Downstream MH I)�sa ��:'";.° � E k`W �y F " -r A'iJ'. ).Y.6k •'a. i A.n. CEO . .r• 'A......: _ a Zy :sJl<P]f 1ri 8 x<...:: Fi?OS1G'I74I .. 'yS::. 'i. T4 r.. �.�. C Q�ye.pt'[ kDl�`TLfia�c z$ v hs .ci'r *a ; .. r � t .i:� - -y y ]f L. � x a`kk MiSS> .1 g F+•3 C��n .y� te" : case indicate Iea " og:cresCla :tialliita =basecii ons'<" "etc: ' Ci`i .1 do LO j X10 • `7 10- 0G �L.1 3'ev a ,5 I Overall pipe condition: Adequate pipe condition. Pipe will need to be repaired. - - Pipe needs to be repaired ASAP Page No. , ^ � / --- \ \ . 23 24 x4l 6 37A 6t 51p, ror RIM ELEV. = 8145.67 MANHOLE C 3.3 / _~ \ / / ` \ V / v \ .~� —`- r—~ _ ` \ ` C3, \ ' | . - \) / \ ` ] � | ' ` . | \ \ | ' � / [ HOLY" CROSS 1 i-ECTRIC ASSOk-"IATION, INC. 3799 NIG11WAF 52 11. U. 1)RAR F:R 1: 51t GLENWOOD SPRIN(.S. COLORADO August 2, 1990 Ms. Kristin Pritz Planning Dept., Town of Vail Dauphinais - Mosely Construction, Inc. Mr. Pat Dauphinais P.O. Box 1515 Vail, CO. 81658 RE: Lionsridge, Lots 1 -19 Resubdivision Electrical Service Dear Kristin: AREA CODE 303 945 -5491 Holy Cross Electric Association, Inc. is in the process of completing our primary electric installation within the above mentioned project. We have already received funds from Dauphinais - Mosely Construction, Inc. for the estimated cost of this project. Primary electrical service installation should be completed by mid - August. Should you have any questions, please call me at 303 -949 -5892. Sincerely, HOLY "CROSS ELECTRIC ASSOCIATION, Inc. Ted Huskey Engineering Service Supervisor TH: lw W /0 #12235:5167:Lionsridge, Lots 1 -19 Resubdivision Heritage Cablevision P.O. Bc)x 439 0140 Njercalt Road ao:on. Colorado 81621 ;03) 949 -5530 August 2, 1990 To whom it may concern, Heritage Cablevision will provide cable service to the Dauphinais - Moseley subdivision, filing #1 . At this time the cable is in place at this site. Sincerely, 4 0 ' `O'-k �J . Mark G. Guzinski Heritage Cablevision Lead Technician NO 75 south ft~ road van, colorado 61657 (303) 479 -2138 (303) 479 -2139 June 21, 1991 of&* of community development Mr. Pat Dauphanais P.O. Box 1515 Vail, CO 81658 Re: Revocable Right -of -Way Permit for Dauphanals- Mosely Subdivision Dear Pat: After speaking with Kristan Pritz regardin o ect, I spoke with Greg Hall about thehissuea it is with filing revocable permits for individual lots on the above p ) P our feeling that it will be possible to file only two revocable right-of-ways with Loth 1-24. project. this, will cover landscaping and site walls for the landscaping Gre we will reference the proposed landscaping plan or the subdivision. concerns t e andscl review an each lot at the time of submittal, and may have comments develops. The entry landscaping will be on an individual permit which references the approved design of this area. Should you have any questions, please do not hesitate to call me at 479 -2138. Town Planner /ab cc: Greg Hall Kristan Pritz I"-- 1I� :�v4pi . LOMMUNICATiONS l3oX ,�a5a DiLLr��, CnLa. �'CJ�/35 i %I Atf 75 9et "! /2% 6500 -A SUBJECT: �.�Dr)_5' �Id9e S�V ISIOr7 /L! ,.29 NO, S Ill.-sr COMMUNICATIONS �] / QEXCHANGE C��� 2064,11-2 VT- VA / / , � 19 DATE 7o Z-/- 12-21-1 y rar2r-e /-rJ - q Zo >/e I }'6 -DVS 1-7'J!�-127iar2eCL �re� 1�'I(f ,lo /9s' 6t1,)c°sf LIIJIZ-Z- A,--- 146- -Le_ To Vii' J Y /G�e_ ��%�? •?-� �.�1?In � �i ©r� Sir yi�� ,� � 7% �s �re•9 X97 APPROVED- ' YOURS TRULY, BY 8 TITLE: TITLE: Public Service August 2, 1990 'Ibwn of Vail Comunity De,.,elopment Department Attn: Kristan Pritz, Director 75 South Frontage React Vail, cc) 81657 Dear Kristan, Public Service Company of Colorado P.O. Box 430 Minturn, CO 81645 13031949 -5781 Please allow this letter to serve as evidence that D.M.C., Inc., the developer of Lots 1 -19 Lions Ridge Lane, has satisfied Public Service COMany's request regu'rements" All necessary natural gas system designs are complete at this time. D.M.C. Inc. has signed the necessary facility agreement and remitted the required cash contribution for the facility in- stallation. Increased demand for Public Service Company's services during this year, and the limited manpower to satisfy this de- mand will require efficient job scheduling. Public Service Company crews are prepared to begin construction at this time. Please let me know if I may be of additional assistance in providing information related to this develorment. Sinc,tf �ly, ary ] 1 E ac" strict Representative C ,• H G ONMAIIP o tech HEPWORTH- PAWLAK GEOTECHNICAL September 21, 2006 Didier Construction Company Attn: Rico Didier Hepworth - Pawlak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 email: hpgeoghpgeotech.com E 06 -0M P.O. Box 4990 Eagle, Colorado 81631 Job No. 106 0808 Subject: Observation of Excavation, Proposed Residence, Lot 2, Filing 1, Dauphinais- Moseley Subdivision (formerly Lot 2, Filing 5, Lion's Ridge Subdivision), 1404 Moraine Drive, Vail, Colorado. Dear Mr. Didier: As requested, a representative of Hepworth - Pawlak Geotechnical, Inc. observed the excavation at the subject site on September 14, 2006 to evaluate the soils exposed for foundation support. The findings of our observations and recommendations for the foundation design are presented in this report. The services were performed in accordance with our agreement for professional engineering services to Didier Construction Company, dated September 11, 2006. Inter - Mountain Engineering, Ltd. Previously conducted a subsoil study for Lots 1 through 24, Filing 5 of the Lion's Ridge Subdivision and presented their findings in a report dated January 1990, Project No. 90014G. The proposed residence will consist of a two story wood frame structure over a walkout basement level. The attached garage and basement floors will be slab -on- grade. There will be a second story of living area above the garage. Spread footings sized for an allowable soil bearing pressure of 2,000 psf were assumed in the design. At the time of our visit to the site, the foundation excavation had been cut in two levels fiom 4 to 11 feet below the adjacent ground surfdCe. The southern frost depth trench had not been excavated at the time of our observation. The soils exposed in the bottom of the excavation generally consisted of gravelly silty sand in the upper, northern level and silty sand and gravel with cobbles in the lower, southern level. An area of fill was observed in the northeast corner of the upper level excavation. We recommended on -site that the fill be subexcavated to the natural granular soils. The results of a gradation analysis performed on a sample of the sand and gravel (minus 3 inch fraction) obtained from the site are presented on Figure 1. No free water was encountered in the excavation and the soils were slightly moist. Considering the conditions exposed in the excavation and the nature of the proposed construction, spread footings placed on the undisturbed natural granular soil designed for an allowable soil bearing pressure of 2,000 psf should be adequate for support of the proposed residence. Footings should be a minimum width of 16 inches for continuous Parker 303 - 841 -7119 • Colorado Springs 719- 633 -5562 • Silverthorne 970- 468 -1989 Didier Construction Company September 21, 2006 Page 2 walls and 2 feet for columns. Existing fill and loose disturbed soils in footing areas should be removed and the bearing level extended down to the undisturbed natural granular soils. The bearing soils should be protected against frost and concrete should not be placed on frozen soils. Exterior footings should be provided with adequate soil cover above their bearing elevations for frost protection. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 10 feet. Foundation walls acting as retaining structures should also be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 45 pcf for on -site granular soils, excluding rock larger than about 6 inches, as backfill. A perimeter foundation drain should be provided to prevent temporary buildup of hydrostatic pressure behind the basement walls and prevent wetting of the lower level. Structural fill placed within floor slab areas can consist of the on -site soils compacted to at least 95% of standard Proctor density at a moisture content near optimum. Backfill placed around the structure should be compacted and the surface graded to prevent ponding within at least 10 feet of the building. The recommendations submitted in this letter are based on our observation of the soils exposed within the foundation excavation and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have equal or better support than those exposed. The risk of foundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. In order to reveal the nature and extent of variations in the subsurface conditions below the excavation, drilling would be required. It is possible the data obtained by subsurface exploration could change the recommendations contained in this letter. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. If you have any questions or need further assistance, please call our office. 32,C:f:YCi , HEPWORTH — PA Jordy Z. Adamson, Rev. by: SLP JZA/ksw attachment Figure 1 — Swell- Consolidation Test Results Job No. 106 0808 G95bech m KRM CONSULTANTS, INC. J06 0605 -08 Gish Residence 6638 W. Ottawa Ave. Suite 210 SHEET N0, OF Littleton, CO 80128 CALCULATED BY RAU DATE 07/16/07 (303) 973 -9806 CHECK BY DATE Fax (303) 973 -9847 SCALE 1/4" = V -0 ,. +N � 2 -2x i 17 /5 3 .4 {� % 105 00 4cf & �5'', All/ C A' C. ' 2x6 / `L i2)-2x 12 5)<5x1 ,vU tX c L TOWN OF VAIL s7 C8 J !bd nA�ls are �Xy replace.. ' cV iGa co nnGc4Vr L- sdu219 -2, X 62x6 N N N �p RE6 l "x/16 /07 07/17/2007 15:11 9705243001 INSULVAIL ce (f �� � of CertainTeedM Builders Statement Homeowner Name / Jobsite Name 80� -017 InsulSafe0 SP Fiber Glass Akwaig PAGE 02/04 Home /Address - I TOWN OF VAIL Installer / Contractor (sign) Company Name Date 0. _ �' J C e tZ-o 19 5 0 (-- VA I -( ?_ o} Builder (sign) Company Name Date Inspected By (sign if required) - Date OPEN ATTIC APPLICATION R -VALUE MINIMUM RAGS PER 1000 SO. FT. MAXIMUM NET 3o. FT. PER BAG COVERAGE MINIMUM WEIGHT- POUNDS PER SQ_._PT, MINIMUM INSTALLED THICKNESS MINIMUM SETTLED THICKNESS To Obtain a thermal resistance 04( oh, 51(�S nor 1006 sq. fl. of nol area; Golllonts or bag shall not cover moro than; (sg• ft.l_ wel(1ht 06r s%� ft. of _ installed Insulaton shall not be Ims than; (ft.) - fnsiallod insulation shall nor be less than: (in,) Minimum settled Insulation shall not be (ORs th w (in.) 60 31.4 31.9 -�w 09 72 22.00 22.00 49 252, 39.7 0780 18.50 18.50 44 22.4 44,5 0.695 16.75 16.75 38 m'l 5215 0,591 14,50 14.50 ,30 14.9 67.1 0.462 11.75 11.75 26 12.8 77.9 0.398 10.29 10.25 22 10.8 92.0 0.334 875 8.75 19 9.3 107.4 0.289 7,75 7.75 13 6,7_ 161,7 Q,192 512.9 5.25 11 5.3 190,5 0.163 4.50 4.50 THERMAL PERFORMANCE -ATTIC SLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq, ft. of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R- Value. • The insulation must be installed at or above the specified installed thickness for each R- Value- • Failure to install the required minimum weight per sq, ft, of insulation at or above the initial installed thickness will result in reduced R- Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES --TO (PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. THIS WARNING DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS, 602DD7 Corlainlr%d Corporation A Saint- Gobain Compnny 30- 24.298 Builders Statement 2/07 R- VALUFF THICKNESS NET AREA (SQ. rT,) INSULSArE SP (✓) BAGS USED BATTSIROLLS (✓) CEILINGS p -� _ t �2 " I r WALLS FLOORS THERMAL PERFORMANCE -ATTIC SLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq, ft. of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R- Value. • The insulation must be installed at or above the specified installed thickness for each R- Value- • Failure to install the required minimum weight per sq, ft, of insulation at or above the initial installed thickness will result in reduced R- Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES --TO (PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. THIS WARNING DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS, 602DD7 Corlainlr%d Corporation A Saint- Gobain Compnny 30- 24.298 Builders Statement 2/07 07/17/2007 15:11 9705243001 INSULVAIL PAGE 04/04 - \--'r CertainTeedN Builders Statement OPTIMA TM Fiber Glass Insulation used in the Blow-In-Blanket" System The OPTIMA System has been installed using OP 'TIMA Insulation to provide a R -value of lt r A using tag r2, hags of insulation I:o cover�� square feet of area at a thickness of 5 r�� inches. c N rWTa- 2101 :. WAt- -L ej InstallerCootracr(�r(sign) ma�yy. I.tlGCP -0 Co panyNarri _ I 5(/LVAIC- /Dat" /7'/J!-O3'•- Builder (41 n) Company Name / Date / THERMAL PERFORMANCE OPTiMAT ^3 Loose Fill Insulation is manufactured for closed cavity application installed behind OPTIMA Fabric or equivalent. It should not be used for open blow ypplications. In accordance with the charts below, you must install the minimum number of bags per 1,400 Sq. ft. of net area for each R- value /cavity thickness listed. Coverage is based on a nominal 28 lb_ bag. The maximum net coverage must not exceed that specified for each R- value. Failure to install the required minimum weight per sq. ft- of insulation will result in a reduced R•,value. This product should not 1-.)e mixed with ether blown insulations or the thermal claims will become invalid. Sidewalls, Cathedral Thidtr4ss Inches Ceilings and other closed cavities that are compression filled. Density Minimum Weight oa Per R- vwlur. Lhe. Per Cu. FL Lbs. Per Sq. F t. 1,OOA Sq. Ft- Maximum Sq Ft. Coverage Per R-1g" 1lb" (2k4) 'Is Maximum Sq, Ft. Per Hag` 1.8 0,525 18.9 _ 53 S'/z" ( ?xb) 73 3,8 0.825 2'x,4 34 7' /n" x1i 30 13 1.F1 1.0E14 :1F3.5 2G 9114° 2x101 3�1 1.4 1 1.t) 1„1AA 504) zn 111/4 "(2x12) 47 1.8 I,r,88 SF3,n _ 17 1:41/.1" (2x14) y (i I,tl 1.986 71,4 14 cl........A Asi:., f"l -.,A 4hn * tea " t 016el 21 1.2 Thickness Denfily Minimum Weight 101gv Per Maximum Sq, Ft. Per Hag` Inches R -value th%. Per Cu. Ft. Lbli. Per Sq, F,. 1,000 Sq. Ft. Coverage 12 1.0 0.292 10.4 _ 96 31b" (2x41 13 1,2 0.3i(1 1),,,5 00 - ,31h" (2k4) 14 1.4 0,4011 14,:i 69 3'/z" (2k4) 14 1.G 0.467 16,7 60 5lb" (2,x6) 1 rr _l.(.) D,4511 16.4 51h" (2x6) 21 1.2 0.550 19.6 51 22 1.4- - 0,642 22.7 44 51h" (2x6) 2-1 1L6 0.733 26.3 to 7'1,1" (2xfi 7, fi 1.0 ^T1.2 o.604 21.7 40 7'14" (2x4) 27 OJ25 25,7 �. 39 7b4" (2xt1) 29 r 1.4. (1,84(, 303 :13 ...._, 7' /4" (24) 10 1.6 0.967 31 i 29 911" 12x10) 1 3:'1 1,0 - 0,771 27.8 .1 6 nh "(2k1m .. 5 3., 1.2 0,975 33.3 30 36 1.4_ _ 1,V7n _ 38,5 23,�1„ 91/4" (2x10) ;SF4 116 1.233 43.5 i3 R- values nre detcrrrlined in accoTdence with A5TM C 687. Comptit.4 wlh ASTM C 761 as lyps 1 IMLIIaTlon. -K` means resstanrn 10 iwak nvw, 1/1 111•., 111(, greater the j,,.1v ating Power. Tn got the marked R- value, 111s csscnt.inl 1:110 the Inn, dorL,n IA ina111ca l,rnrrtrly fol InwiriS INn mr.nmmcndntiol,5 of Carlain ePr{ Carpnra,ion, APPROVED FOR USE IN THE B LOW IN- SLANKET" "SYSTEM 131ow- In- 131,n,kel", System I% a registered ITAdumark of Ark-Scnl Lnrerntidonal, in-, Denver CO 80221 • OPTIMA " I, n trnrlemark of (.ertalnTcrrl (:orporatlon CF.RTAINTEED CORPORATION, P.O. BOX 860, VALLEY FORCE, PA 19482 (:ode, :30.24.2111 1999 Gertaineed Corporation 5199 M 07/17/2007 15:11 9705243001 INSULVAIL PAGE 03/04 CertalnTeedE Builders Statement DIP P �j ,�o���,t�c 1� o orrinnA.M Fiber Glass Insulation used in the Blow -In- Blanket" System The OPTIMA System has been installed using OPTIMA, Insulation to provide a Revalue of R � i using All Xzbags of insulation to covera�quare feet of area at a thickness of-IL/1- inches. ore a, 'TC -R 1 o N c.c i <-I Nci Installer Contrlf:lor (sign) �} L. GL rL 0 Company N mr Date /'I -I4 =U =� . 5i,ilder (sign) Cotnpany Narrle _ _ / Date / THERMAL PERFORMANCE OPTIMAT^^ Loose Fill insulation is manufactured for closed cavity application installed behind OPTIMA Fabric or equivalent. It should not be used for open blow applications. in accordance with the Charts below, you must install the minimum number of bats per 1,000 sq. ft. of net area for each R -value /cavity thickness listed. Coverage is based on a nominal 28 11), bag. The maximum net coverage must not exceed that specified for each R- value. Failure to install the required minimum weight per sq. ft. ofinsulation will result in a reduced R- value. This product should not he mixed with other blown insulation or the thermal claims will become invalid, Sidewalls, Cathedral Ceilings and other closed cavities that are compression filled. Thicknoo Bags Per 1,000 Sq. Ft. 1 Density Minimum WeiIIht Ra Per Maximum 5q Ft. Cover. Per Bag" inches R -value Lbs. per Cu. Ft- l,b(r, Per Sq. Ft. 1,000 Sry. Ft, 11/2" (2x4) '('!i "(2x4) 17, 1.A 0.525 1a.') _ 53 i'l," (201) 2:3 1,8 0,£i7s 29.4. 14 7114" 2x8) 30 I.g 1.088 31115 26 T/4" 12x 10) 39 1.8 1.388 50.0 20 1 11/411(2x 12) 47 1.8 1.688 58.8 17 1 3' /," (20 4) :5fi 'I'll 1.988 7T.4 14 Floored Attics- Closed Cavities that are not con ression hilted. Thickness Denvity Minimum Weight inches R- vitlpe I.hc- Per Cu. Ft. Lhs. Per 9q. Ft. 12 1.o 0,292 _ Bags Per 1,000 Sq. Ft. 1 Maximum Sq. Ft. Coverage Per ling* 96 3 h" (.K l a _ 1.2 0.;i5(I 12.5 WT 190 11/2" (2x4) 14 1.4 0.408 j4, i 69 _ :S'J:" (2x4) 14 1.6 0.467 16.7 (�0 5' /a" (2x6) V) I.n 0.458 16.4. 61 T- 5112" (2x(,) 21 _ 1.2 - 0,550 19.6 51 51h"(2xb) 22 �. 1.4 0.642 .- 22.7 _ 44 22 1.6 0.733 26.3 38 7' /t" (2x11) 2,6 1.0 �1.2 (),6(14 21.7 46 7114" (20) 27 - 0.725 2iJ - 3T) 7'/a" (2x8) 29'.. 1,4 0.048 103 w., -- 1.1 71/e" (2x8) 111 116 0.967 34.5 29 91 /1" (7,x1(I) 13 1,0 _ 0.771 _ X7,8 :)4 9th" (2x10) a5 1.2 0.925 3:5.3 90 91y, ('1.x10 36 1.4 �. 1 .Ct74 _ 38.5 2fs 9th" (75,10) 39 1 1.233 4:.i.S 21 R- vallm5 ,arc de(ennlned in Zrx:orclance with 6STM C 687. CnmF>lirs wllh ASTM (7 76A ns lyl3c 1 ins dAri0t). "R" means re;listnnce to hr.m fkwv.7lte higher they R- value, the gI'e)tll @r the Insulating puweP. To gcl the markad R'- voluc, It In event ;al thr,tthe Insulation IB Inatnlle.d Iirtipxly F.NIlr.win8 Jilt nxu,nmendations of C.'etlainTeedCM110rn11rga, APPROVED FOR USE IN THE BLOW -IN -B LAN KFT"'SYSTEM 151rtw- In�f3l:uika10' System ig a registered trademark of Ark -Sell Intr;rhnrl(.Inal, Inc., Drmvet' CC) 8022:5 * ()PTIMA"' is A trarloniirk of CerlainR)t,rl Corl)oratlnn CERTAINTEED CORPORATION, PO. BOX 860, VALLEY FORGE, PA 19482 Code: 30 -24 -) 141 1999 Ceriatneed Corporation 5199 MRY -17 -2007 09:57 From: e * . }5 InsulVaH, uc 11 Mr. Mike Gish 1850 Lionshead Loop Vail CO 9 1657 VIA FA,CS.. MILE 479 -5392 328 -5589 Rico %idier PROJECT: 1.404 Morraine I)r. West Vail To:970 328 5589 P.1/2 May 17, 2007 Post Office Box 2888 Vail, Colorado 81658 970 -524 -3000 Fox 970 -524 -3001 SPECIFICATIONS; R-47 Blow -In- Blanket System fiberglass insulation (BIBS) to 2x12 exterior ceilings R49 fiberglass loosefill to flat truss exterior ceiling_ R -50 (2x25) unfaced fiberglass batty to special firaxned area R -23 BIBS to 2,x6 exterior walls R -25 unfaced fiberglass batty to 2x4 knee walls with strapping R-47 BIBS to 2x 12 garage exterior ceiling R -1.9 unfaced fiberglass Batts -to 2x6 garage exterior walls R -23 BIBS to 2x6 garage common walls 6-mil poly air /vapor barrier to exterior walls, miss exterior ceilings, knee walls, garage exterior walls and garage common walls MemBrain smart vapor barrier to 2x12 exterior ceilings and garage exterior ceiling R -38 unfaccd fiberglass baits to 11 7/8" garage ceiling R -19 unfaced fiberglass baits to 11 7/8" raid floor R -38 unfaced fiberglass baits to 117/8" mid floor above the wine room R -19 unf ed fiberglass batty to drop ceilings R. -38 unfaced fiberglass batxs to 11 7/8" crawl ceiling R -25 unfaced fiberglass Batts to 11 7/8" rim joist R-49 BIBS to 11 7/8" cantilevered areas R -11 sound batty to 2x4 elevator walls R -19 sound batty to 2x6 interior walls Foam all windows, doors, and penetrations Total coat installed including labor & tax 5 22,947.00 NO'NC'E: This pricing is within $30 of the pricing given 9/15/06 including all the option. JAN /16 /2008 /WED 03:30 PM NWCCOG FAX No.9704681208 P,001 /001 .SST o�'si'�'rss'�' :x�•r.; ' J2GUP9tIl pGOVNN1T s F / Kill r U- To: Charlie Davis, Town of Vail, Building Official From: Mike Stewart, Lead Elevator Inspector 970-468-0295 ext. 108 or elevator@nwc.cog.co.us Date: 1/16/2008 Project Name: Gish Residence Permit # B06 -0174 ❑ Elevator Plan Review 0 Elevator Test and Inspection Lomtion: 1404 Maraine Rd, Vail, Co. Permit Number: NWCCOG 07 --168 Elevator Type: Residential Roped Hydraulic ❑ The plans; have been reviewed and found to conform to all applicable ASME 17.1 and IBC codes. E''-- The rated speed of 'the conveyance meets ASME A17.1 requirements, speed in up direction 37 FPM, speed in down direction 40 I=PM 2-�- The Elevator at the above location was inspected and tested on 12/21 /2007 and a: ❑ TEMPORARY Certificate; has been issued. FINAL Inspection Certificate; has been issued. ❑ . NO certificate; is being Issued. ❑ FOR CONSTRUCTION USE ONLY Comments: i Signature -'- Northwest Colorado Council of GovemmenU ♦ PO Box 230$ * Silvwthome ♦ CO 4 80498 970468-0295 + Pax 970-468-1208 ♦ www.nwc.cog.00.us / N eJob Cover Sheet Fertott * BN -017A Engineering eJob 3/20/2007 This eJob is prepared exclusively for: Wholesale Truss Company 838 21 1/2 Rd Grand Junction, CO 81505 -9712 Work Order: 0038 -07 Job Customer: HARBERT ED -KEVIN Job Name: 0038 -07 Job Address: DIDIER CONSTRUCTION GISH / 1404 MORAINE DR Truswal ID: T272740.J298938 Page 1 of 1 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. Q REG /s - 3513 MAR 2 0 190? C Truswal Systems Corporation 4445 Northpark Drive, Suite 102 Colorado Springs, CO 80907 800 - 322 -4045 file://C:\Documents and Settings \TransfersC\Local Settings \Temp\radE54D8.tmp.O.eJob \e... 3/20/2007 eJob Table of Contents Page 1 of 1 Z��tJ�'ill�i 'WWWWA SYSTM& Engineering eJob 3/20/2007 Table of Contents Page No. Truss Label Page No. Truss Label Page No. Truss Label 1 T01 2 T02 3 T03 4 T04 5 T05 6 IF T06 7 T07 8 T08 9 IF T09 10 T10 11 T11 12 T12 13 T13 14 T14 15 T15 16 T16 17 T17 18 IF T18 Page 1 Truswal Systems Corporation 4445 Northpark Drive, Suite 102 Colorado Springs, CO 80907 800 - 322 -4045 file: / /C:\Documents and Settings \TransfersC\Local Settings \Temp\radE54D8.tmp.O.eJob \e... 3/20/2007 eJob Scope of Work Statement 0 �a Engineering eJob 3/20/2007 Truss Engineer Design Responsibilities Page 1 of 1 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 -1995 Section 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 4445 Northpark Drive, Suite 102 Colorado Springs, CO 80907 800 - 322 -4045 file://C:\Documents and Settings \TransfersC\Local Settings \Temp\radE54D8.tmp.O.eJob \e... 3/20/2007 eJob Table of Details � IA �1 F. Page 1 of 1 Engineering eJob 3/20/2007 Required Details* Other Available Details* ftp:// 140: truswal@ ftp. truswal. com /DesignsDetails /CO /AltBrace. pdf ftp: / /l40:truswale-ftp.truswal. com /DesignsDetails /CO /CAL- HIP.pdf ftp: //l 40:truswal @ftp.truswal. com / DesignsDetails /CO /EvaluationReportl 607.rdf ftp: //l 40:truswal�ftp.truswal. com / DesignsDetails /CO /FalseFramp.pdf ftp:/ /140:truswal(a� ftp.truswal. com / DesignsDetails /CO /GableBra ce.pdf ftp: / /140:truswal@ftp. truswal. com / DesignsDetails /CO /Piggyback.pdf *Sealed versions of these details are available upon request. Truswal Systems Corporation 4445 Northpark Drive, Suite 102 Colorado Springs, CO 80907 800 - 322 -4045 Job Name: 0038 -07 All connector plates are Truswal 20 ga. unless preceded by "W" for have 20 ga., "HS " for NS 20 ga., "9" for SS 18 ga. frog Alpine; or preceded by " "WX "" for TWW 20 ga, or wn " "N "" for 16 ga. fray Truswal, positioned per Joint Detail Reports. Circled plates and false frame plates are positioned as sho above. Shift gable stud plates to avoid overlap with structural plates (or staple). Truss ID: T01 Qty: 2 _ BRG X -LOC REACT SIZE REQ'D TC 2x4 SPF 165OF -1.5E Designed per ANSI/TPI 1 -2002 UPLIFT REACTIONS) : 1 0- 2 -12 4865 5.50" 2.42" 2x6 SPF 165OF -1.5E 2 -5 This design does not account for long term Support C&C Wind Main Wind Non -Wind 2 31- 9- 4 5439 5.50" 2.71" BC 2x6 DFL 240OF -2.OE time dependent loading (creep). Building 1 -102 lb -62 lb BRG REQUIREMENTS shown are based ONLY 2x6 SPF 165OF -1.5E 9 -10 Designer must account for this. 2 -115 lb -70 lb on the truss material at each bearing WEB 2x4 WW SPECIAL Refer to Joint QC Detail Sheet for Hip -Drop : 0 -1 -13 MAX DEFLECTION (span) : 2x4 SPF 165OF -1.5E 2 -9, 10 -5 Maximum Rotational Tolerance used This truss is designed using the L/999 MEM 10 -11 (LIVE) LC 23 SLIDER 2x4 SPF 165OF -1.5E THIS DESIGN IS THE COMPOSITE RESULT OF ASCE7 -02 Wind Specification L= - 0.20" D= - 0.06" T= - 0.26" PLT BLK 2x6 SPF 165OF -1.5E MULTIPLE LOAD CASES. Bldg Enclosed ==Yes Importance Factor = 1.00 CRITICAL MEMBER FORCES: Lumber shear allowables are per NDS. IF HANGERS ARE INDICATED ON THIS DRAWING, Truss Location = Not End Zone rc COMP. WR. / TENS.(WR.) csi 1.00 0.78 IRC /IBC truss late values are based on P THEY ARE BASED ON 1.5" HANGER NAILS FOR Hurricane /Ocean Line = No Exp Category = B 1 -2 1 -2 -1287 / -6622 1.00 / 0.90 testingg and approval as required by IBC 1703 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Length = 99.00 ft, Bid g Width = 50.00 ft 2 -3 -7117 1.00 / 1.00 0.52 0.50 and AN?I/TPI and are reported in available GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Mean roof height = 23.08 ft, mph = 90 3 -4 4 -5 5 -6 -7151 / -71s1 1.00 / -6625 1.00 / 0.51 0.90 documents as ER -1607 and ESR -1118. ASCE7 -02 SNOW LOAD DESIGN CRITERIA: HANGERS MUST BE RE- EVALUATED (BY OTHERS). Loaded for 10 PSF concurrent BCLL. TPI Standard Occupancy, Dead Load 11.0 psf Designed as Main Wind Force Resisting System 5 -6 -127a 1.00 / 0.78 Pg - 80 psf, Ce =1.00, I -1.001 Ct = 1.10 + + + + + + + + + + + + + + + + + + + + + + - Low -rise and Components and Cladding Drainage must be provided to avoid ponding. Nail pattern shown is for PLF loads and Tributary Area = 95 sqft ec COMP.(DUR.)/ TENS. WR. CSI Permanent bracing is required (by others) to point loads converted to PLF loads only. --- - - - - -- -LOAD CASE #1 DESIGN LOADS ---------------- 7 -e s -9 / 5301 / s3o3 1.00 0.37 1.00 0.25 prevent rotation /toppling. See BCSI 1 -03 Concentrated loads MUST be distributed to Dir L.PIf L.Loc R.PIf R.Loc LL/TL 9 -10 / 7192 1.00 0.47 and ANSI/TPI 1. each ply equally. Multi -ply with hangers are TC Vert 190.00 0- 0- 0 190.00 8- 0- 0 0.84 10 -11 / 5306 1.00 0.24 2 -PLY! Nail w /10d BOX, staggered (per NDS) based on hanger nails using 3.0" in min. TC Vert 295.00 8- 0- 0 295.00 24- 0- 0 0.81 11 -12 / 530a 1.00 0.37 in: TC- 2 BC- 2 WEBS - Z * *PER FOOT! ** into the carrying member. TC Vert 190.00 24- 0- 0 190.00 32- 0- 0 0.84 wB COMW111. / TENS. WR. CSI Cluster screws, if shown, are 3" long. If shown, use additional fasteners for point TC Vert 210.00 32- 0- 0 210.00 34- 5- 0 0.76 2 -8 - 59(1.00/ 17a 1.2s 0.07 -Web lumber listed as "WW SPECIAL" is loads from the back plysl distributed BC Vert 20.00 0- 0- 0 20.00 32- 0- 0 0.00 2 -9 / 3127 1.00 0.29 any of the following three grades: symm. around the hanger in the chords. .Type... lbs X.Loc LL/TL Fastener 3 -9 - 1997(1.00)/ 0.42 STUD WW Use an other approved detail (by others). i TC Vert 420.0 8- 0- 0 0.76 3 -10 4 -10 - 196(1.00)/ 72(1.00) 0.05 - 1876(1.00)/ 0.39 STANDARD WW IF 2.5 GUN NAILS ARE USED, ANY NAIL CLUSTER TC Vert 420.0 24- 0- 0 0.76 S-10 / 3146 <(1.00) 0.29 #2 WW (OR BETTER) AMOUNTS SHOWN MUST BE INSTALLED FROM THE TC Vert 60.0 34- 6- 0 1.00 11 -38 1.00 / 197(1.25) 0.08 FRONT AND BACK FACE EQUALLY (TOTAL NAILS = S5_ SLDRL - 5975(1.003/ 0.39 DOUBLE THE AMOUNT SHOWN). SLDRR - 5992(1.00)/ 0.39 10d - 10d NAILS, SDS = Simpson SDS screws or equivalent substitute. ( *) = Special Connection Req. (by others) 8 -0 -0 16 -0 -0 I 8 -0 -0 r 1 3 4 6 2 -PLYS I2 REQUIRED 8'00 I5 8.0 420# Y 420# y RW6X8 W3X4 W2.5X4 RWQX8 j W 3X8 W 3X8 6 -1 -13 W 3X8 W 3X8 7 -4 -3 W10X12 WIOX12 SHIP 0 -9--13 0 -U__ 13 W2.5X4 W8X10 W8X10 W2.5X4 61 B2 W:508 W:508 R:4865 R:5439 U:-102 U:-115 22H 32 -0 -0 7 8 9 10 11 12 r All connector plates are Truswal 20 ga. unless preceded by "W" for have 20 ga., "HS " for NS 20 ga., "9" for SS 18 ga. frog Alpine; or preceded by " "WX "" for TWW 20 ga, or wn " "N "" for 16 ga. fray Truswal, positioned per Joint Detail Reports. Circled plates and false frame plates are positioned as sho above. Shift gable stud plates to avoid overlap with structural plates (or staple). A _ �,�0'iOO� WAR IN Read all notes on this sheet and give a copy of it to the Erecting Contractor, Cust: HARBERT ED -KEVIN This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer W0: D ri ve_J_0038- 07_1-00006_700001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r • GNC #LC = 25 (Air' 241# ale to be verified by the component manufacturer and /or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 80.00 psf Li veDu r L =1.00 P =1.03 utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord WHOLESALE is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 61.60 psf SnowDu r L =1.00 P =1.Od noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 15.00 psf Rep Mb r Bnd / Comp / Tyr s ® TRUSS environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion Fabricate, handle, install 'Joint BC Live 0.00 psf 1.00 / 1.00 / 1.1'0 4445 Northpark Dr. and brace this truss in accordance with the following standards and Cutting Detail Reports' available as output from Truswal software, 'BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 O.C.Spacing 2- 0- D CO)o Springs, CO 80907 ANSI/TPI 1','WTCA 1'- Wood Truss Council of America Standard Design Responsibilities, psf (BCSI 1 -03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofno Drive, Madison, TRUSPLUS 6.0 VER: T6.5.52 Wisconsin 53719, The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036 Bldg Code: IRC-2003 DEFL RATIO • L/240 TC • L,118 Job Name: 0038 -07 A77 connector plates are Truswa7 20 ga. unless preceded by "M' for Have 70 ga., "1,15" for HS 20 ga., "S" for SS IS ga, fraar Alpine; or preceded by "MX" for TWX 20 ga. or "H" for 16 ga. fras rruswa7, positioned per Joint Detail Reports. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). Truss ID: T02 Qty: 1 _ BRIG X -LOC REACT SIZE REQ'D TC 2x6 SPF 1650F -1.5E Web bracing required at each location shown. UPLIFT REACTIONS) : 1 0- 2 -12 3604 5.50" 3.59" BC 2x4 DFL 240OF -2.OE ® See standard details (TX01087001 -001 rev1). Support C&C Wind Main Wind Non -Wind 2 31- 9- 4 4084 5.50" 4.06" 2x4 SPF 1650F -1.5E 11 -14 Designed per ANSI/TPI 1 -2002 1 -85 lb -53 lb BRIG REQUIREMENTS shown are based ONLY WEB 2x4 WW SPECIAL This design does not account for long term 2 -154 lb -120 lb on the truss material at each bearing 2x4 SPF 1650F -1.5E 3 -12, 13 -6 time dependent loading (creep). Building Hip -Drop : 0 -1 -13 MAX DEFLECTION (span) : SLIDER 2x4 SPF 165OF -1.5E Designer must account for this. This truss is designed using the L/999 MEM 12 -13 (LIVE) LC 24 PLT BLK 2x8 DFL 225OF -1.9E Refer to Joint QC Detail Sheet for ASCE7 -02 Wind Specification L= - 0.23" D= - 0.06" T= - 0.29" Lumber shear allowables are per NDS. Maximum Rotational Tolerance used Bldg Enclosed = Yes, Importance Factor = 1.00 CRITICAL MEMBER FORCES: 'ANSI/TPI 1', WTCA 1'- Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION'- IRC /IBC truss plate values are based on THIS DESIGN IS THE COMPOSITE RESULT OF Truss Location = Not End Zone ITC COMP. R. / TENS -861 i. o0 5a DJR. csi 1.60 test.n and a roval as re uired b IBC 1703 9 PP q Y MULTIPLE LOAD CASES. Hurricane Ocean Line = No Ex Cate or = B / p 9 Y 1 -2 -4539 1.00 / 137 1.60 and ANSI /TPI and are reported in available IF HANGERS ARE INDICATED ON THIS DRAWING, Bldg Length = 99.00 ft, Bldg Width 50.00 ft ft, 90 2 -3 -4165 1.00 / 176 3 -4 -3714 1.00 / 180 IDU 1.60 0.47 1.60 0.29 documents as ER -1607 and ESR -1118. Loaded for 10 PSF concurrent BCLL. THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Mean roof height = 23.74 mph = TPI Standard Occupancy, Dead Load 11.0 psf 4 -5 -3719 1.00 / 176 5 -6 -3719 1.00 / 176 1.60 0.29 1.60 0.29 ASCE7 -02 SNOW LOAD DESIGN CRITERIA: GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Designed as Main Wind Force Resisting System 6 -7 -4167 1.00 / 169 1.60 0.46 Pg - 80 psf, Ce =1.00, I =1.00, Ct = 1.10 HANGERS MUST BE RE- EVALUATED (BY OTHERS). - Low -rise and Components and Cladding 7 -8 -453a 1.00 127 1.60 0.24 _Web lumber listed as "WW SPECIAL" is Drainage must be provided to avoid ponding. Tributary Area = 64 sgft 7 -e -a47 i. oo / so 1.60 o.1e any of the following three grades: BC COMP. WR. / TENS. DUR, CSI STUD WW 9 -10 55 1.603/ 3688 1.00 0.53 STANDARD WW 10 -11 -56(1.60)/ 3687 1.00 0.42 #2 WW (OR BETTER) 11 -12 / 3230 12 -13 - 10(1.60)/ 3733 1.00 0.64 1.00 0.69 13 -14 / 3232 1.00 0.65 14 -15 49 1.60 / 3687 15 -16 -48 1.60 / 3688 1.00 0.42 1.00 0,53 WE CDMP.(DUR.)/ TENS. DUR. CSI 2 -10 / 88 0.90 0.09 2 -11 -574 1.00 / 112 1.60 0.59 3 -11 -27 1.60 / 475 1.00 0.45 3 -12 -29 1.60 / 1381 1.00 0.26 4 -12 -1104 1.00 / 66 1.60 0.90 4 -13 -260 1.o0 / 212 1.00 0.47 5 -13 -868 1.00 / 72 1.60 0.99 6 -13 -30 1.60 / 1376 1.00 0.26 6 -14 -13 1.60 / 482 1.00 0.46 7 -14 -572 1.00 / 90 1.60 0.59 7 -15 / 87 0.90 0.09 SLDRL -4074 1.00) / 68 1.60 0.83 SLDRR -4087 1.00)/ 67 1.60 0.83 10 -0-0 I 12 -0 -0 I 10 -0 -0 i 1 2 3 4 5 6 7 8 8.00 W6X8 8.0 W6X8 W 3X4 W2.5X4 TW3X4 W4X8 W 4X4 >W4X4 7 -5 -13 W4X8 I V1 W 12X12 10-T-13 W2.5X4 W6X8 W5X6 W6X8 W6X8 W2.5X4 B1 W:508 R:3604 U:-85 8 8 -10 -10 W4X8 SHIP W 12X12 0 -313 B2 W:508 R:4084 U: -154 32 -0 -0 F2 6Ai 9 10 11 12 13 14 15 16� w ,s • � a * s A77 connector plates are Truswa7 20 ga. unless preceded by "M' for Have 70 ga., "1,15" for HS 20 ga., "S" for SS IS ga, fraar Alpine; or preceded by "MX" for TWX 20 ga. or "H" for 16 ga. fras rruswa7, positioned per Joint Detail Reports. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). -SUNWAIRl _ 3/20/2007 WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: HARBERT ED -KEVIN This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer W0: Dri ve_J_0038- 07_L000O6_J 00001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r • GNC #LC = 25 WT: .. :t ' are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the bads TIC 80.00 psf Li veDu r L =1.00 P =1.00 utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord wHOL ESA L E is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TIC Snow 61.60 psf SnowDu r L =1.00 P =1.00 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TIC Dead 15.00 psf Rep Mbr Bnd / Comp / Tens �j I' ® / TR V SS environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install 'Joint BC Live 0.00 psf 1.15 / 1.10 / 1..0 4445 Northpark Dr. and brace this truss in accordance with the following standards: and Cutting Detail Reports' available as output from Truswal software, BC Dead 10.00 O.C.Spacing 2- 0- 0 Colo Springs, CO 80907 'ANSI/TPI 1', WTCA 1'- Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION'- psf (SCSI 1 -03) and 'SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofno Drive, Madison, TRUSPLUS 6.0 VER: T6.5.52 Wisconsin 53719 The American Foms and Paper Association (AFPA) is located at 1111 1 9th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: IRC -2003 DEFL RATIO: L/240 TIC: L /18 Job Name: 0038 -07 WAKN/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: HARBERT ED -KEVIN Truss ID: T03 Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x6 SPF 1650F -1.5E Web bracing required at each location shown. UPLIFT REACTION(S) : 1 0- 2 -12 3604 5.50" 5.17" BC 2x4 DFL 240OF -2.OE TC Snow 61.60 psf ® See standard details (TX01087001 -001 revl). Support C&C Wind Main Wind Non -Wind 2 31- 9- 4 3971 5.50" 3.95" 2x4 SPF 165OF -1.SE 8 -11 BC Live 0.00 Designed per ANSI/TPI 1 -2002 1 -84 lb -53 lb BRG REQUIREMENTS psf P shown are based ONLY WEB 2x4 WW SPECIAL BC Dead 10.00 psf This design does not account for long term 2 -153 lb -120 lb on the truss material DEFL RATIO: L/240 TC: L/18 at each bearing SLIDER 2x4 SPF 165OF -1.5E time dependent loading (creep) . Building Hip -Drop : 0 -1 -13 MAX DEFLECTION (span) : PLT BLK 2x6 SPF 1650F -1.5E Designer must account for this. This truss is designed using the L/999 MEM 9 -10 (LIVE) LC 24 Lumber shear allowables are per NOS. Refer to Joint QC Detail Sheet for ASCE7 -02 Wind Specification L= - 0.23" D= - 0.07" T= - 0.30" THIS DESIGN IS THE COMPOSITE RESULT OF Maximum Rotational Tolerance used Bldg Enclosed = Yes, Importance Factor = 1.00 CRITICAL MEMBER FORCES: MULTIPLE LOAD CASES. IRC /IBC truss plate values are based on Truss Location = Not End Zone TC 1 -2 COMP. DUR. / -820 1.00 / TENS. 49 0IR. CSI 1.60 O.zz IF HANGERS ARE INDICATED ON THIS DRAWING, testing and approval as required by IBC 1703 Hurricane /Ocean Line - No Exp Category = B 1 -2 -4451 1.do / 140 1.60 0.37 THEY ARE BASED ON 1.5" HANGER NAILS FOR and ANSI/TPI and are reported in available Bldg Length = 99.00 ft, Bldg Width = 50.00 ft 2 -3 3 -4 -3880 1.00 / -3171 1.00 / 11187'111:221 o.s7 o. z7 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY documents as ER -1607 and ESR -1118. Mean roof height = 24.41 ft, mph = 90 4 -5 5 -6 -3171 1.00 / -3885 1.00 / 187 179 1.60 0.27 1.60 0.56 GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE- EVALUATED (BY OTHERS). ) Loaded for 10 PSF concurrent BCLL. ASCE7 -02 SNOW LOAD DESIGN CRITERIA: TPI Standard Occupancy, Dead Load 11.0 psf Designed as Main Wind Force Resisting System 9 Y 6 -7 -4453 1.00 / 131 1.60 0.36 Drainage must be provided to avoid ponding. Pg = 80 psf, Ce =1.00, I =1.00, Ct = 1.10 i - Low -rise and Components and Cladding 6 -7 -835 1.00 / 43 1.60 0.24 -Web lumber listed as "WW SPECIAL" is Tributary Area = 64 sqft ec COMP.(WR.)/ TENS. CSI any of the following three grades: 9 3608 1.00 0.89 STUD WW 9 -10 _51(1.603/ 51(1.60 / 3606 1.00 Oil STANDARD WW 10 -11 / 2960 IMR. 1.00 0.62 #2 WW (OR BETTER) 11 -12 12 -13 / 45 1.60) / 2961 3612 1.00 0.36 1.00 0.41 13 -14 -45 1.60)/ 3613 1.00 0.53 WB COMP.(DUR.)/ TENS. DUR. CSI 2 -9 / 177 1.25 0.13 2 -10 3 -10 -92811 .00 / -27 1.60 / 126 694 1.60 0.93 1.00 0.66 , 3 -11 -18 1.60 / 899 1.00 0.86 4 -11 -919 1.00 / 70 1.60 0.55 5 -11 -76 1.60 / 991 1.00 0.94 5 -12 6 -12 -9 1.60 / -918 1.00 / 686 98 1.00 0.65 1.60 0.93 6 -13 / 171 1.25 0.13 SLDRL SLDRR -4000 1.00) / -3997 1.00)/ 74 73 1.60 0.97 1.60 1.00 12_0 -0 B -O -O 12 -0 -0 r1 2 I 3 I 4 5 6 7 8.00 W 2.5X4 W7X10 W8X10 W 3X4 W 4X4 W 7X10 8 -9 -13 W4X8 L W4X8 W4X8 10- -10 SHIP W4X8 W 10X12 10-T-1 W 10X12 3 0 -213 W2.5X4 W3X6 W8X10 W3X6 W2.5X4 W508 W :508 W: W: &A R:3604 U: -84153 R:3971 %e r4l� r8 9 32 -0 -0 11 12 13 14 r ,! 351 3rf 7 x 10 A77 connector plates are Truswal 20 ga. unless preceded by "b" for Wave 20 ga., "HS" for HS 20 ga., "S" for SS 18 ga. frow Alpine; or preceded by "MX" for TRMX 20 ga. or "H" for 16 ga. froa Truswal, positioned per Joint Detail Reports. Circled plates and false fraee plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). 3/20/2007 WAKN/NURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: HARBERT ED -KEVIN This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer W0: Dri ve_J_0038- 07_L00006_300001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r • GNC #LC = 25 WT' '54# ' are to be verified by the component manufacturer and /or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 80.00 psf Li veDu r L =1.00 P =1.00 utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord WHOLESALE is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 61.60 psf SnowDu r L =1.00 P =1.00 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 15.00 psf Rep Mb r Bnd / Comp / Te1a ® TRUSS environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 1.15 1.10 1.10 4445 NOrtfipd rk Dr. Noringsr and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software, psf P / / Colo CO SO9O7 ' ANSI /TPI 1', WTCA 1'- Wood Truss Council of Ameica Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION'- (BCSI 1 -03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofno Drive, Madison, BC Dead 10.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.52 Wisconsin 53719, The American Forest and Paper Association ( AFPA) is located at11111 9th Street, NW, Ste 800, Washington, DC20036, Bldg Code: IRC -2003 DEFL RATIO: L/240 TC: L/18 Job Name: 0038 -07 BRIG X -LOC REACT SIZE REQ'D 1 0- 2 -12 3604 5.50" 5.17" 2 31- 9- 4 3945 5.50" 3.92" BRIG REQUIREMENTS shown are based ONLY on Ihe_ truss material at each bearing L/999 MEM 8 -9 (LIVE) LC 24 L= - 0.27" D= - 0.10" T= - 0.37" CRITICAL MEMBER FORCES: TC COMP. TENS. DUR. CSI 1 -2 -832 1.00 37 1.60 0.22 1 -2 -4434 1.00 143 1.60 0.62 2 -3 3 -4 JDIJR.j� -3632 1.00 -2695 1.00 194 1.60 0.72 195 1.60 0.29 4 -5 -3623 1.00 / 189 1.60 0.71 5 -6 -4433 1.00 / 135 1.60 0.63 5 -6 -834 1.00 / 32 1.60 0.24 BC COMPj(llk )/ TENS. DUR. CSI 7 -8 - 47(1.60)/ 3588 1.00 0.88 8 -9 9 -10 -47(1.60)/ / 3587 1.00 0.75 2692 1.00 0.60 10 -11 40(1.60)/ 3588 1.00 0.42 11 -12 40(1.60)/ 3588 1.00 0.52 WB COMP.(DUR.)/ TENS. DUR. CSI 2 -8 / 241 1.25 0.18 2 -9 - 1267(1.00)/ 135 1.60 0.77 3 -9 - 28((((1.60))))/ 876 1.00 0.83 3 -10 -611 1.00 / 499 1.00 0.21 4 -10 -15 1.60 / 778 1.00 0.74 5 -10 5 -11 -1260 1.00 / / 105 1.60 0.77 239 1.25 0.18 sLDRL -3966 1.00) / 84 1.60 0.90 SLDRR -3965 1.00)/ 83 1.60 0.94 TC 2x6 SPF 1650F -1.5E BC 2x4 SPF 1650F -1.5E 2x4 DFL 240OF -2.OE 10 -12 WEB 2x4 Will SPECIAL 2x4 SPF 165OF -1.5E 3 -10 SLIDER 2x4 SPF 165OF -1.5E PLT BLK 2x6 SPF 1650F -1.5E Lumber shear allowables are per NDS. IRC /IBC truss plate values are based on testin and approval as required by IBC 1703 and AN?I/TPI and are reported in available documents as ER -1607 and ESR -1118. Loaded for 10 PSF concurrent 8CLL. ASCE7 -02 SNOW LOAD DESIGN CRITERIA: Pg = 80 psf, Ce =1.00, I =1.00, Ct = 1.10 -Web lumber listed as "WW SPECIAL" is any of the following three grades: STUD Will STANDARD WW #2 WW (OR BETTER) Truss ID: T04 ®Web bracing regwired at each location shown See standard details (7X01087001 -001 revl) Designed per ANSI/TPI 1 -2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. Refer to Joint QC Detail Sheet for Maximum Rotational Tolerance used THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE- EVALUATED (BY OTHERS). Drainage must be provided to avoid ponding. 14 -0-0 4 -0 -0 F 14 -0 -0 1 2 3 4 5 6 8 8.0 UPLIFT REACTION(S) : Support C&C Wind Main Wind Non -Wind 1 -83 lb -53 lb 2 -152 lb -120 lb Hip -Drop : 0 -1 -13 This truss is designed using the ASCE7 -02 Wind Specification Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = Not End Zone Hurricane /Ocean Line = No , Exp Category = B Bldg Length - 99.00 ft, Bldg Width = 50.00 ft Mean roof height = 25.08 ft, mph = 90 TPI Standard Occupancy, Dead Load = 11.0 psf Designed as Main Wind Force Resisting System - Low -rise and Components and Cladding Tributary Area = 64 sqft W 7X10 W 7X10 10 -1 -13 W 3X4 11 -6 -10 W4X8 W4X8 SHIP W4X8 W4X8 W 10X12 W 10X12 10-9-13 0 -9.:13 W6X8 W3X8 1W6X8 W2.5X4 B1 B2 W:508 W:508 R:3604 R:3945 U: -83 LI A 52 32 -0-0 F2- _ 7 8 9 10 11 12H All connector plates are TrusMal 20 ga. unless preceded by "W" for Wave 20 ga., "NS" for 115 20 ga., "S" for SS 18 ga. frog Alpine; or preceded by "MX" for TWX 20 ga. or "R" for 16 ga. fro TrusMal, positioned per Joint Detail Reports. Circled plates and false fraae plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). WAHNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: HARBERT ED -KEVIN This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer WC: Dri ve_]_0038- 07_L000O6_JOOOOI ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r • CNC #LC = 25 WT: 2251# ' are to be verified by the component manufacturer and /or building designer poor to fabrication. The building designer must ascertain that the bads TIC Live 80.00 psf Li veDu r L =1.00 P =1. O0' utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top Cho d I�/HOL ESA L E is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TIC Snow 61.60 psf SnowDu r L =1.00 P =1.00 p C' ®T°U S$ noted. Bracing shown is for lateral support of Components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture Content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate. handle, install TIC Dead 15.00 psf Rep Mbr Bnd / Comp / Tens brace this truss in the following 'Joint and Cutting Detail Reports' output from Trusval software. BC Live 0.00 psf 1.15 / 1.10 / I.:0 4445 Northpa rR Dr. and accordance with standards: available as ' ANSI /TPI 1'.WTCA Truss America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 psf O.C.Spacing 2- 0- 0 Colo Springs, CO 80907 1'- Wood Council of TRUSPLUS 6.0 VER: T6.5.52 (SCSI 1 -03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofno Dnve, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: IRC-20O3 DEFL RATIO: L 240 TIC: L /18 Job Name: 0038 -07 WAf'KNLNURead all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: T05 Qty: 2 BRIG X -LOC REACT SIZE REQ'D TC 2x6 SPF 165OF -1.5E Web bracing required at each location shown. UPLIFT REACTION(S) : are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads 1 0- 2 -12 3604 5.50" 5.17" BC 2x4 DFL 240OF -2.OE ® See standard details (TX01087001 -001 rev/). Support C&C Wind Main Wind Non -Wind is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise 2 31- 9- 4 3945 5.50" 3.92" 2x4 SPF 165OF -1.5E 6 -8 Designed per ANSI/TPI 1 -2002 1 -63 lb -51 ib Rep Mb r Bid / Comp / Te�:s BRIG REQUIREMENTS shown are based ONLY WEB 2x4 WW SPECIAL This design does not account for long term 2 -132 lb -118 lb accordance with standards, ' 'BUILDING on the truss material at each bearing 2x4 SPF 1650F -1.5E 8 -3 time dependent loading (creep). Building This truss is designed using the ng MAX DEFLECTION (span) : SLIDER 2x4 SPF 165OF -1.5E Designer must account for this. ASCE7 -02 Wind Specification Wisconsm53719, The American Forest and Paper Association ( AFPA) is located at11111 9th Street, NW, Ste 800, Washington, DC20036. L/999 MEM 7 -8 (LIVE) LC 24 PLT BLK 2x6 SPF 165OF -1.5E Refer to Joint QC Detail Sheet for Bldg Enclosed = Yes, Importance Factor = 1.00 L= - 0.28" D= - 0.11" T= - 0.39" Lumber shear allowables are per NOS. Maximum Rotational Tolerance used Truss Location = Not End Zone CRITICAL MEMBER FORCES: IRC /IBC truss plate values are based on THIS DESIGN IS THE COMPOSITE RESULT OF Hurricane /Ocean Line = No Exp Category = B TC COMP. Dl1R. / TENS. W6 CSI ygS and IF HANGERS height 2 -3 -3351 1.o0 % 168 1.60 0.95 asaER-1607 andoESR-1118available03 ON 1.5" HANGER NAILS TPI Standard Occupancy, Dead9Loadth_ 1150.00 0 fft 3 -4 -3351 1.00 / 165 1.60 0.96 Loaded for 10 PSF concurrent BCLL. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Designed as Main Wind Force Resisting ystem a -5 4846 1 :0000 j 110 i.6o 0.26 ASCE7 -02 SNOW LOAD DESIGN CRITERIA: GIRDERS. IF 2.5" GUN NAILS ARE USED, THE - Low -rise and Components and Cladding Fig = 80 psf, Ce =1.00, I =1.00, Ct = 1.10 HANGERS MUST BE RE- EVALUATED (BY OTHERS). Tributary Area = 64 sqft BC COMP.(DUR. / TENS.((DUR.) CSI 6 -7 _15(1.60/ 3539(1.00) 0.86 -Web lumber listed as WW SPECIAL" is any of the following three grades: ' 7 -8 3538i((1.003) 8 -9 4 1.60 / 3539 0.92 1.00 0.55 STUD WW 9 -10 4 1.60 / 3540 1.00 0.51 STANDARD WW #2 WW (OR BETTER) WB COMP.(DUR.)/ TENS. DUR. CSI 2 -7 / 286 1.25 0.22 2 -8 -1618 1.00 / 144 1.60 0.98 3 -8 -62 1.60 / 1791 4 -8 -1619 1.00 / 121 4 -9 / 283 1.o0 0.33 1.60 0.98 1.25 0.22 . SLDRL - 3904(1.00)/ 68 1.60 1.00 5LDRR - 3911(1.00)/ 67 1.60 1.00 r 15 -11 -0 I 16 -1 -0 I 1 2 3 4 5 8.00 8.0 RW6X8 50712 S07 11 -5 -2 W U W X W l OX12 0 -� 13 W215X4 W7X10 W2.5X4 131 W:508 R:3604 U: -63 12 12 -9 -15 SHIP W4X8 W4X8 WlOX12 0 -9_13 132 W:508 R:3945 U: -132 32 -0 -0� 6 7 8 9 10 t A77 connector plates are Truswal 20 ga. unless preceded by "W" for Wave 20 ga., "NS" for HS 20 ga., "S" for SS 18 ga. frog Alpine; or preceded by "MX" for TWX 20 ga. or "R" for 16 ga. from Truswal, positioned per Joint Detail Reports. circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). 3/20/2007 WAf'KNLNURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: HARBERT ED -KEVIN This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer WO • Dr i ve_J_0038- 07_L00006_J 00001 .. ' //a'� \/''� /�� and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r • GNC #LC = 25 WT' 2* ?3# L.I�iI are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 80.00 psf Li veDu r L =1.00 P=1. CC) utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord In/HOL ESA L E is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 61.60 psf SnowDu r L =1.00 P=1.00 I I TRUSSenvironment noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any that will cause the moisture content of the wood to exceed 19% and /or cause connector plate corrosion. Fabricate, handle, install TC Dead 15.00 psf Rep Mb r Bid / Comp / Te�:s and brace this truss in the following 'Joint and Cutting Detail Reports' available as output from Truswal software, BC Live 0.00 psf 1.15 / 1.10 / 1.10 4445 r Or. accordance with standards, ' 'BUILDING BC Dead 10.00 0. C. Spaci 2- 0- 0 Springs, CO 80907 Colo Sp , ANSI /TPI 1', WTCA V. Wood Truss Council of America Standard Design Responsibilities, COMPONENT SAFETY INFORMATION'- psf ng (BCSI 1-03) and 'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofno Drive, Madison, TRUSPLUS 6.0 VER: T6.5.52 Wisconsm53719, The American Forest and Paper Association ( AFPA) is located at11111 9th Street, NW, Ste 800, Washington, DC20036. Bldg Code: IRC -2003 DEFL RATIO: L/240 TC: 1/18 Job Name: 0038 -07 Truss ID: T06 Qty: 2 BRG X -LOC REACT SIZE REQ'D TC 2x6 SPF 1650F -1.5E Designed per ANSI/TPI 1 -2002 UPLIFT REACTION(S) : 1 0- 2 -12 3750 S.50, 2.69" 2x6 DFL 240OF -2.OE 3 -4 This design does not account for long term Support C&C Wind Main Wind Non -Wind 2 20- 8- 2 3689 7.75" 2.64" BC 2x4 SPF 165OF -1.5E time dependent loading (creep) . Building 1 -101 lb -75 lb BRG REQUIREMENTS shown are based ONLY WEB 2x4 WW SPECIAL Designer must account for this. 2 -98 lb -73 lb on the truss material at each bearing 2x4 SPF 165OF -1.5E 9 -5 Refer to Joint QC Detail Sheet for Hip -Drop : 0 -1 -13 MAX DEFLECTION (span) : 2x6 SPF 1650F -1.5E 10 -5 Maximum Rotational Tolerance used This truss is designed using the L/999 MEM 7 -8 (LIVE) LC 24 WEDGE 2x6 SPF 165OF -1.SE THIS DESIGN IS THE COMPOSITE RESULT OF ASCE7 -02 Wind Specification L= - 0.13" D= - 0.03" T= - 0.16" Lumber shear allowables are per NDS. MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 CRITICAL MEMBER FORCES: IRC /IBC truss plate values are based on IF HANGERS ARE INDICATED ON THIS DRAWING, Truss Location = Not End Zone TC COMP. DUR. / TINS.(DUR.) CSI 1 -2 -4111 1.00 / 0.47 testing and approval as required by IBC 1703 THEY ARE BASED ON 1.5" HANGER NAILS FOR Hurricane /Ocean Line = No Exp Category = B 2 -3 -3733 1.00 / 0.31 and ANSI /TPI and are reported in available I -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Length = 99.00 ft, Bldg Width 50.00 ft 3 -4 -zoos 1.00 / O.aD documents as ER -1607 and ESR -1118. GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Mean roof height = 23.37 ft, mph = 90 4 -5 -2525 i.00 / 0.25 Loaded for 10 PSF concurrent BCLL. HANGERS MUST BE RE- EVALUATED (BY OTHERS). TPI Standard Occupancy, Dead Load = 11.0 psf BC COMP.(DUR.)/ TENS. < < <(DU0..)))) CSI -Web lumber listed as "WW SPECIAL" is ASCE7 -02 SNOW LOAD DESIGN CRITERIA: Designed as Main Wind Force Resisting System 6 -7 / 3082(1.o0) o.9e an of the following three grades: Pg = 80 psf, Ce =1.00, I =1.00f Ct = 1.10 - Low -rise and Components and Cladding 7 -e / 3oa6 l.o0 0.57 Drainage must be provided to avoid ponding. Tributary Area = 70 sqft e -9 / 3009 l.o0 0.42 TUD WW Permanent bracing is required (by others) to - - - - - -- -LOAD CASE #1 DESIGN LOADS --------------- - 9-10 - 99(1.60)/ 11a 1.60 0.17 STANDARD WW prevent rotation /toppling. See BCSI 1 -03 Dir L.Plf L.Loc R.Plf R.Loc LL /TL #2 WW (OR BETTER) WE COMP. DUR. / TENS.((DUlo CSI and ANSI/TPI 1. TC Vert 210.00 - 2- 6- 0 210.00 0- 0- 0 0.76 z -7 -205 1.Co / 13(1.603 o.oa End verticals are designed for axial loads TC Vert 190.00 0- 0- 0 190.00 8 -10- 8 0.84 2 -e a9 1.00 / assC(1.0033 0.22 only unless noted otherwise. TC Vert 322.00 8 -10- 8 322.00 16- 7- 8 0.81 3 -B -105 1.00 / 385 1.25 0.15 Extensions above or below the truss profile TC Vert 190.00 16- 7- 8 190.00 21- 0- 0 0.84 3 -9 -1371 1.00 / 0.54 P 4 -9 -1187 1.00 / 0.27 (if any) have been designed for loads BC Vert 20.00 0- 0- 0 20.00 21- 0- 0 0.00 5 -9 / 2725(1.00) 0.25 indicated only. Horizontal loads applied at .Type... lbs X.Loc LL /TL Fastener 5 -10 - 3461(1.00)/ 0.13 the end of the extensions have not been TC Vert 60.0 - 2- 6- 0 1.00 considered unless shown. A drop -leg to an TC Vert 525.0 8 -10- 8 0.76 otherwise unsupported wall may create a TC Vert 525.0 16- 7- 8 0.76 hinge effect that requires additional design + + + + + + + + + + + + + + + + + + + + + + consideration (by others). Nail pattern shown is for PLF loads and I 8 -10 -8 I 7 -9 -0 14 -4r8� point loads converted to PLF loads only. 1 2 3 4 5 Concentrated loads MUST be distributed to each ply equally. Multi -ply with hangers are 8.00 525# 3 525# 8'0 based on hanger nails using 3.0" nails min. into the carrying member. EEEb If shown, use additional fasteners for point loads from the back plys, distributed 2 -PLYS W6) 8 W6) 8 symm. around the hanger in the chords. REQUIRED Use any other approved detail (by others). IF Z.5 GUN NAILS ARE USED, ANY NAIL CLUSTER AMOUNTS SHOWN MUST BE INSTALLED FROM THE FRONT AND BACK FACE EQUALLY (TOTAL NAILS = W4X4 W5X6 DOUBLE THE AMOUNT SHOWN). T lod = 10d NAILS, SDS = Simpson SDS screws 6 -8 -13 or equivalent substitute. ( *) = Special Connection Req. (by others) + + + + + + + + + + + + + + + + + + + + + + 3 -9 -13 W8X10 1 0 -9-13 W2.5X4 W5X6 W4X12 W2.5X4 Wpif B1 B2 W:508 W:712 A R:3689 �w U01 • I'll 2-6-0 U: -101 U: -98 Zr- ( �2 -6 -0 I 21 -0 -0 4 -6 -0 6 7 8 9 10 STUB 2 -PLY! Nail w /10d BOX, stag red (per NOS) in: TC- 2 BC- 2 WEBS - 2 * *PER FOOT! ** Cluster screws, if shown, are 3" long. A77 connector plates are Truswal 20 ga. unless preceded by "W" for Wave 20 ga., "HS" for HS 20 ga., "S" for SS 18 ga, from Alpine; or preceded by "Hx" for TWX 20 ga. or "H" for 16 ga. free Truswal, positioned per Joint Detail Reports. Circled plates and false frame above, Shift are positioned as shown ab Shift gable stud plates to avoid over7ap with structural plates (or staple). 3/20/2007 AR Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: HARBERT ED -KEVIN This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer W0: Dri ve_J_0038- 07_L00006_300001 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsg n r : GNC #LC = 25 WT: _59# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the bads TC Live 80.00 psf Li veDu r L =1.00 P =1.00 utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord WHOLESALE is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 61.60 psf SnowDu r L =1.00 P =1.00 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 15.00 psf Rep Mb r Bnd / Comp / Tet: s ® TRUSS environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install 4445 Or. and brace this truss in accordance with the following standards. 'Joint and Cutting Detail Reports' available as output from Truswal software, BC Live 0.00 psf 1.00 / 1.00 / 1.00 Colo Springs, CO 80907 Springs, 'ANSI/TPI 1', WTCA 1'- Wood Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 psf 0. C. Spaci ng 2- 0- 0 (BCSI 1 -03) and 'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofno Drive, Madison, TRUSPLUS 6.0 VIER: T6.5.52 Wisconsin 53719, The American Forest and Paper Association ( AFPA) is located at1111191h Street, NW, Ste 800, Washington, DC20036. Bldg Code: IRC -2003 DEFL RATIO: L/240 TC: L/18 Job Name: 0038 -07 10 -10 -8 2 Truss ID: T07 Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x6 SPF 165OF -1.5E Web bracing required at each location shown. UPLIFT REACTION(S) : W6`(8 W6 C8 1 0- 2 -12 2990 5.50" 2.97" BC 2x4 DFL 240OF -2.OE ® See standard details (TX01087001 -001 revl). Support C&C Wind Main Wind Non -Wind 8 -0 -13 2 22- 8- 2 2624 7.75" 3.76" 2x4 SPF 165OF -1.5E 10 -12 Designed per ANSI /TPI 1 -2002 1 -135 lb -118 lb Rep Mb r Bnd / Comp / Tens BRG REQUIREMENTS shown are based ONLY WEB 2x4 WW SPECIAL This design does not account for long term 2 -75 lb -48 lb jW3X8 SHIP on the truss material at each bearing 2x4 SPF 165OF -1.5E 11 -6 time dependent loading (creep). Building Hip -Drop : 0 -1 -13 psf MAX DEFLECTION (span) : 2x6 SPF 1650F -1.5E 12 -6 Designer must account for this. This truss is designed using the 1 L/999 MEM 8 -9 (LIVE) LC 24 WEDGE 2x8 DFL 2250F -1.9E Refer to Joint QC Detail Sheet for ASCE7 -02 Wind Specification L= - 0.21" D= - 0.06" T= - 0.27" Lumber shear allowables are per NOS. Maximum Rotational Tolerance used Bldg Enclosed = Yes, Importance Factor = 1.00 CRITICAL MEMBER FORCES: IRC /IBC truss plate values are based on THIS DESIGN IS THE COMPOSITE RESULT OF Truss Location = Not End Zone ITC COMP. 1. / TENS. WR. CSI testingg and a roval as required b IBC 1703 MULTIPLE LOAD CASES. Hurricane Ocean Line = No Ex Category Width = B -i -2426 i.o�o)2 ias(5yji.5o 0.43 and AN and are reported in available IF HANGERS ARE INDICATED ON THIS DRAWING, Bldg Length =g 99.00 ft, Bldg 0.00 ft {Sj 11 12 STUB 5 6 i.o00o j 1is(i.5o o.3a NAILS FOR MULTI-PLY TPI 00g 11.0 -i767 ASCE7 -02 GIRDERS. IF 2.5" DesigneddasdMainuWindy Forced Resistin Systemf Bc COMP. OUR, / TENS. WR, C5I P 80 psf, Ce =1.00, I =1.00, Ct = 1.10 HANGERS MUST BE RE- EVALUATED (BY OTHERS). - Low -rise and Components and Cladding 7 -8 -70 1.60 / 2350 l,00 0.85 End verticals are designed for axial loads Drainage must be provided to avoid ponding. Tributary Area = 46 sqft 8 -9 -70 1.60 / 2350 1,W 0.43 only unless noted otherwise. -Web lumber listed as "WW SPECIAL" 1s 9 -10 -7 1.60 / 1776 10 -11 -38 1.60 / 1462 1.00 0.27 1.00 0.34 Extensions above or below the truss profile P an of the following three grades: 9 9 11 -12 -151 1.60 / 16011 .60 0.12 (if any) have been designed for loads TUD WW indicated only. Horizontal loads applied at STANDARD WW WB COMP. WR. / TENS. 2 -8 -61 1.00 / 72 WR. CSI 0.90 0.08 the end of the extensions have not been #2 WW (OR BETTER) 2 -9 -824 1.00 / 96 1.Bo 1.. considered unless shown. A drop -leg to an 3 -9 -14 1.60 / 649 1.00 0.62 Otherwise unsupported Wall may create a 3 -10 -652 1.60 / 184 1.00 0.40 hinge effect that requires additional design 4 -10 -77 1.00 / 362 5 -10 -59 1.60 / 486 1.00 0.35 1.00 0.46 consideration (by others). 5 -11 -1184 1.00 / 77 1.60 0.63 6 -11 -44 1.60 / 1901 1.00 0.36 6 -12 -2407 1.00 / 84 1.60 0.19 1 10 -10 -8 2 3 -9 -0 13 �4 8-4 -8 5 6r This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer 8.00 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r : GNC #LC = 2 5 WT: 1$8# W6`(8 W6 C8 TIC Live 80.00 psf Li veDu r L =1.00 P =1.00 W 7X10 utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord 8 -0 -13 TIC Snow 61.60 psf SnowDu r L =1.00 P =1.00 TRUSS C' ® RUSS noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and /or cause connector plate corrosion. Fabricate, handle, install TIC Dead 15.00 psf Rep Mb r Bnd / Comp / Tens ti 9 -5 -10 brace this truss in the following 'Joint and Cutting Detail Reports' available as output from Truswal software, BC Live 0.00 psf 1.15 / 1.10 / �.. jW3X8 SHIP and accordance with standards, 'ANSI/TPI 'BUILDING BC Dead 10.00 0. C. Spaci 2- 0- 0 Colo Springs, CO 80907 Colo Springs, W 10X12 psf ng 2-5-13 0 -9 -13 Bldg Code: IRC -2003 DEFL RATIO: L/240 TIC: x /18 1 W2.5X4 W3X6 W6X8 W5X6 W3X4 B1 82 W:508 W:712 R:2990 R:2624 U: -135 U: -75 i 22-6 -0 7 10 11 12 STUB All connector plates are Truswal 20 ga. unless preceded by "M' for Nave 20 ga., "HS" for HS 20 ga., "S" for SS I8 ga. front Alpine; or preceded by MX" for n fX 20 ga. or "H" for 16 ga. front Truswal, positioned per Joint Detail Reports. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). 3/20/2007 WANNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: HARBERT ED -KEVIN This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer W0: Dri ve_J_0038- 07_L000O6_JO0001 ...., ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r : GNC #LC = 2 5 WT: 1$8# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the bads TIC Live 80.00 psf Li veDu r L =1.00 P =1.00 utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord WHOLESALE is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TIC Snow 61.60 psf SnowDu r L =1.00 P =1.00 TRUSS C' ® RUSS noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and /or cause connector plate corrosion. Fabricate, handle, install TIC Dead 15.00 psf Rep Mb r Bnd / Comp / Tens 1 brace this truss in the following 'Joint and Cutting Detail Reports' available as output from Truswal software, BC Live 0.00 psf 1.15 / 1.10 / �.. 4445 Dr. and accordance with standards, 'ANSI/TPI 'BUILDING BC Dead 10.00 0. C. Spaci 2- 0- 0 Colo Springs, CO 80907 Colo Springs, 1', WTCA 1'- Wood Truss Council of America Standard Design Responsibilities, COMPONENT SAFETY INFORMATION'- (SCSI 1 -03) and 'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofno Dave, Madison, psf ng TRUSPLUS 6.0 VER: T6.5.521 Wisconsin 53719. The American Forest and Paper Association(AFPA) is located at 111119th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: IRC -2003 DEFL RATIO: L/240 TIC: x /18 Job Name: 0038 -07 All connector plates are Truswa7 20 ga. unless preceded by "N" for Nave 20 ga., "HS" for HS 20 ga., "S" for SS 18 ga. fray Alpine; or preceded by "MX" for TWX 20 ga, or "H" for 16 ga. fros Trusnui positioned per Joint Detail Reports. Circled plates and false oid rlap with structural plates (or staple). frame plates are positioned as show above. Shift abo Shift gable stud plates to av ove ^ �/� 0/i 0 0 Truss ID: T08 Qty: 1 BRG X -LOC REACT SIZE REQ'D TIC 2x6 SPF 1650F -1.5E Designed per ANSI/TPI 1 -2002 UPLIFT REACTION(S) : antl done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy Dimensions 1 0- 2 -12 2806 5.50" 2.79" BC 2x4 SPF 1650F -1.5E This design does not account for long term Support C&C Wind Main Wind Non -Wind 80.00 psf 2 24- 8- 2 2802 7.75" 4.02" 2x4 DFL 240OF -2.OE 6 -7 time dependent loading (creep). Building 1 -56 lb -50 lb 61.60 psf BRG REQUIREMENTS shown are based ONLY WEB 2x4 SPF 1650F -1.5E Designer must account for this. 2 -57 lb -50 lb on the truss material at each bearing BC Live 2x4 WW SPECIAL 2 -7, 8 -4 Refer to Joint QC Detail Sheet for This truss is designed using the BC Dead MAX DEFLECTION (span) : WEDGE 2x8 DFL 2250F -1.9E Maximum Rotational Tolerance used ASCE7 -02 Wind Specification C. Spaci ng 0- 0 L/766 MEM 7 -8 (LIVE) LC 24 SLIDER 2x6 SPF 1650F -1.5E THIS DESIGN IS THE COMPOSITE RESULT OF Bldg Enclosed = Yes, Importance Factor = 1.00 L= - 0.39" D= - 0.13" T= - 0.52" PLT BILK 2x6 SPF 1650F -1.5E MULTIPLE LOAD CASES. Truss Location = Not End Zone CRITICAL MEMBER FORCES: Lumber shear allowables are per NOS. IF HANGERS ARE INDICATED ON THIS DRAWING, Hurricane /Ocean Line = No Exp Category = B TC COMP. WR. / TENS. <DUR. CSI 1 -2 -3542 1.00 / 109((1.603) 0.78 IRC /IBgCg truss plate values are based on THEY ARE BASED ON 1.5" HANGER NAILS FOR Bldg Length =gg 99.00 ft, Bldg Width 50.00 ft 170Sj }j((1.60)) 0.66 required NAILS 3 -4 -2964 1.00 170 a % 1521.00) 0.53 andtANSI /TPIaandoare reported available GIRDERS. GIRDERS. IF OTHERS). Rfor TPIDStandardl Occupancy,6Dead,Load = 1190 psf DesLow -5 -21611.00 ASCE7e02sSNOWELOAD DESIGNECRITERIA: Loaded 10 PSFRconcurrentDBCBL -rise andnComponentseandsCladdingystem Bc COMP.(DUR.)/ TENS.(DUR. CSI Pg = 80 psf, Ce =1.00, I =1.00, Ct = 1.10 -Web lumber listed as "WW SPECIAL" is Tributary Area = 50 sqft 6 -7 - 53(1.60)/ 2652(1.003 0.87 any of the following three grades: 7 -8 / 1805((1.003 0.64 STUD WW 8 -9 - 48(1.60)/ 2490 1.00 0.74 STANDARD WW WB COMP. DUR, / TENS. DUR. CSI 2 -7 -1084 1.0o / 171 1.60 0.83 #2 WW (OR BETTER) 3 -7 -76 1.60 / 7211 1.00 0.23 - 3 -8 -76 1.60 / 1081 1.00 0.20 4 -8 -891 1.00 / 169 1.60 0.68 SLDRR -337011.001/ 84 1.60 0.39 9 -3 -13 WlOX12 T 0 -9 -13 i 12 -9 -0 r 12 -3 -0 r 1 2 3 4 5 8.00 RWBXS 8.0 9 -3 -13 SHIP 3X8 W 8X10 T 1 -1 -13 1 B1 B2 W:508 W:712 R:2806 R:2802 U: -56 U: -57 25 -0 -0 0-6 -0 6 7 8 9 ' STUB 11 All connector plates are Truswa7 20 ga. unless preceded by "N" for Nave 20 ga., "HS" for HS 20 ga., "S" for SS 18 ga. fray Alpine; or preceded by "MX" for TWX 20 ga, or "H" for 16 ga. fros Trusnui positioned per Joint Detail Reports. Circled plates and false oid rlap with structural plates (or staple). frame plates are positioned as show above. Shift abo Shift gable stud plates to av ove ^ �/� 0/i 0 0 Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: HARBERT ED -KEVIN This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer W0: D ri ve_]_0038-07_L00006_J 00001 ..- ® antl done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy Dimensions Dsg n r : GNC #LC = 2 5 WT: 1.; °$# are to be verified by the component manufacturer and /or building designer prior to fabrication. The building designer must ascertain that the loads TIC Live 80.00 psf Li veDu r L =1.00 P =1.00 u ilized on this design meet or exceed the loading imposed by the local building code and the particular application The design assumes that the top chord WHOLESALE is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TIC Snow 61.60 psf SnowDu r L =1.00 P =1.00 ® TRUSS noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and /or cause connector plate corrosion. Fabricate, handle, install TIC Dead 15.00 psf Rep Mb r Bird / Comp / Tens and brace this truss in the following 'Joint Cutting Detail Reports' available as output from Truswal software, BC Live 0.00 psf 1.15 / 1.10 / 1.10 4445 Dr. accordance with standards, and 'ANSI/1PI 'BUILDING BC Dead 10.00 0. 2- Colo Springs, CO 80907 Springs, 1', WTCA 1'- Wood Truss Council of America Standard Design Responsibilities, COMPONENT SAFETY INFORMATION' - psf C. Spaci ng 0- 0 (BCSI 1-03) and 'SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofno Drive, Madison, TRUSPLUS 6.0 VER: T6. 5. 52 Wisconsin 53719. The American Forest and Paper Association ( AFPA) is located at11111 9th Street, NW, Ste 800, Washington, DC20036. Bldg Code: IRC -2003 DEFL RATIO: L/240 TC: L'18 Job Name: 0038 -07 All connector plates are Truswal 20 ga. unless preceded by "W" for Wave 20 ga., "US" for WS 20 ga., "S" for SS 18 ga. froi A7pinw; or preceded by ••MX'• for TkKX 20 ga. or •'R" for 16 ga. from Truswal, positioned per Joint Detail Reports. Circled plates and false frase plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). Truss ID: T09 Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 SPF 1650F -1.SE Web bracing required at each location shown. UPLIFT REACTIONS) : ® 1 0- 2 -12 2856 5.50" 4.09" 2 x 6 SPF 1650F -1.5E 2 -4, 4 -6 ® See standard details (TX01087001 -001 rev1). Support C&C Wind Main Wind Non -Wind 80.00 psf 2 25- 3- 4 2856 5.50" 4.09" BC 2x4 SPF 1650F -1.5E Designed per ANSI/TPI 1 -2002 1 -70 lb -51 lb SnOWDU r L =1.00 P =1.00 BRG REQUIREMENTS noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any shown are based ONLY WEB 2x4 WW SPECIAL This design does not account for long term 2 -70 lb -51 lb BC Live on the truss material Co✓o Springs, CO 8090.7 at each bearing 2x4 SPF 1650F -1.5E 1 -9, 11 -4 time dependent loading (creep). Building Hip -Drop : 0 -1 -13 0 -1 -13 TRUSPLUS 6.0 VER: T6.5.52 MAX DEFLECTION (span) IRC-2003 : 6 -14 Designer must account for this. This truss is designed using the L/999 MEM 10 -11 (LIVE) LC 24 Lumber shear allowables are per NDS. Refer to Joint QC Detail Sheet for ASCE7 -02 Wind Specification L= - 0.15" D= - 0.05" T= - 0.19" THIS DESIGN IS THE COMPOSITE RESULT OF Maximum Rotational Tolerance used Bldg Enclosed = Yes, Importance Factor = 1.00 CRITICAL MEMBER FORCES: MULTIPLE LOAD CASES. IRC /IBC truss plate values are based on Truss Location = Not End Zone TC 1 COMP. R. / -1838 1. TENS. 34 CSI 1.0.15 IF HANGERS ARE INDICATED ON THIS DRAWING, testin and a proval as required by IBC 1703 P Hurricane /Ocean Line = No Exp Category = B 2 -3 -3457 1.00 / 1oa 1.60 0.58 THEY ARE BASED ON 1.5" HANGER NAILS FOR and AN I/TPI and are reported in available Bldg Length 99.00 ft, Bldg Width = 50.00 ft 3 -4 -2181 1.00 / IDUfto 1416 1.60 0.57 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY documents as ER -1607 and ESR -1118. Mean roof height = 24.66 ft, mph = 90 4 -5 5 -6 -2586 1.o0 / -3463 1.00 / 148 105 1.60 0.55 1.60 0.56 GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Loaded for 10 PSF concurrent BCLL. TPI Standard Occupancy, Dead Load 11.0 psf 6 -7 0 1.00 / 0 1.00 0.30 HANGERS MUST BE RE- EVALUATED (BY OTHERS). ASCE7 -02 SNOW LOAD DESIGN CRITERIA: Designed as Main Wind Force Resisting System Drainage must be provided to avoid ponding. Pg = 80 psf, Ce =1.00, I =1.00, Ct = 1.10 - Low -rise and Components and Cladding BC COMP. DUR. / TENS. WR. CSI -Web lumber listed as "WW SPECIAL" is End verticals are designed for axial loads Tributary Area 51 sgft 8 -9 9 -10 -183 1.60 / -82 1.60 / 113 2332 1.60 0.07 1.00 o.57 any of the following hree grades: g only nless in otherwise. 10- 11 -35 1.60 / 2665 1.00 0.57 STUD WW Extensions above or below the truss profile P 11 -12 -35 1.60 / 2659 1.00 0.57 STANDARD WW (if any) have been designed for loads 12 -13 -83 1.60 / 2416 1.00 o.ss #2 WW (OR BETTER) indicated only. Horizontal loads applied at 13 -14 -76 1.60 / 2423 1.00 0.43 the end of the extensions have not been WB COMP. DUR. / TENS. DUR. CSI considered unless shown. A drop -leg to an 1 -8 -2651 1.00 / 53 1.60 0.98 Otherwise Unsupported wall may create a 1 -9 -56 1.60 / 3067 1.00 0.57 hinge effect that requires additional design 2 -9 -2459 1.00 / 106 1.60 0.91 con s7deration (by others). 2 -10 3 -10 -2 1.60 / / 356 146 1.00 0.33 1.25 0.11 3 -11 -1236 1.00 / 116 1.60 0.66 4 -11 -73 1.603/ IWO 1.00 0.29 ! 5 -11 5 -1229 1.00) / 115 165 1.60 0.65 1.25 0.13 1-6 11 11 -0 -lz 6 -12 / - 13(1.60)/ 269 1.00 0.26 -q -3 -0 11 2 3 4 -3 5 6 7 6 -13 6 -14 7 -14 / -3388 1.00 / -292 1.00 / 92 0.90 0.10 70 1.60 0.40 121 1.60 0.11 8,Q _p, Od 9 -3 -13 W 7X T 1 to 9 -3 -13 SHIP ✓2.5X4 T 1-1-0 B1 W4X4 7X10 VV Z.OJA4 W:508 W W6X8 R:2856 U: -70 8 9 10 11 12 134 B2 W:508n5l R:2856 All connector plates are Truswal 20 ga. unless preceded by "W" for Wave 20 ga., "US" for WS 20 ga., "S" for SS 18 ga. froi A7pinw; or preceded by ••MX'• for TkKX 20 ga. or •'R" for 16 ga. from Truswal, positioned per Joint Detail Reports. Circled plates and false frase plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). " 3/20/2007 WARNIN Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: HARBERT ED -KEVIN This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer W0: D ri ve_J_0038-07_L00006_JO0001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r • GNC #LC = 2 5 WT: 1£7i✓ are to be verified by the component manufacturer and /or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 80.00 psf Li veDu r L =1.00 P =1.00 utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord WHOLESALE is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 61.60 psf SnOWDU r L =1.00 P =1.00 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 15.00 psf Rep Mb r Brill / Comp / Teals ®TRUSS 4445 Northpark Dr. environment that will cause the moisture content of the wood to exceed 19% and /or cause connector plate corrosion_ Fabricate, handle. install and brace this truss in accordance with the following standards: Joint and Cubing Detail Reports' available as output from Truswal software. BC Live 0.00 psf 1.15 / 1.10 / 1.10 Co✓o Springs, CO 8090.7 ' ANSI /TPI 1', WTCA 1'- Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.52 (BCSI 1 -03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofno Drive, Madison, Wisconsin 53719, The Amencan Forest and Paper Association (AFPA) is located at 1111 19th Street, NW. Ste 800, Washington, DC 20036, Bldg Code: IRC-2003 DEFL RATIO: L/240 TC: L /18 Job Name: 0038 -07 Truss ID: T10 Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 SPF 165OF -1.5E Web bracing required at each location shown. UPLIFT REACTION(S) 1 0- 2 -12 2872 5.50" 4.12" BC 2x4 SPF 165OF -1.5E ® See standard details (TX01087001 -001 rev1). Support C&C Wind Main Wind Non -Wind 2 25- 2- 8 2853 7.00" 4.09" WEB 2x4 WW SPECIAL Designed per ANSI/TPI 1 -2002 1 -88 lb -52 lb BRG REQUIREMENTS shown are based ONLY 2x4 SPF 1650F -1.5E 8 -1, 1 -9 This design does not account for long term 2 -88 lb -52 lb on the truss material at each bearing 11 -4, 13 -7 time dependent loading (creep). Building Hip -Drop : 0 -1 -13 0 -1 -13 MAX DEFLECTION (span) 14 -7 Designer must account for this. This truss is designed using the L/999 MEM 11 -12 (LIVE) LC 24 Lumber shear allowables are per NDS. Refer to Joint QC Detail Sheet for ASCE7 -02 Wind Specification L= - 0.19" D= - 0.06" T= - 0.25" THIS DESIGN IS THE COMPOSITE RESULT OF Maximum Rotational Tolerance used Bldg Enclosed = Yes, Importance Factor = 1.00 CRITICAL MEMBER FORCES: TC COMP. DUR. TENS. WR. CS MULTIPLE LOAD CASES. IRC /IBC truss plate values are based on Truss Location = Not End Zone ITHEYNARESBASEDIONII�SEDNANGERINAILSWFOR gg i 3 -ii5 i.0°°o 116 1.60 1.00 andtANSI /TPIaand are reportedrin availab1e03 BldgiLengthc= 0 ft, BldgxWidthegor50.00 ft 3 -a -2s11 1.00 1�/ 155 1.60 0.99 DIF NAILS gan99. 4 -5 5 -6 -2511 1.00 -3229 1.00 / 155 117 1.60 0.99 1.60 1.00 GIRDERASN. LoadednforalOEPSF60oncurrent BCLL. TPIOStandardi0ccupancy ,6Dead,Load == 1190 psf 6 -7 -2920 1.00 / 90 1.60 0.49 HANGERS MUST BE RE- EVALUATED (BY OTHERS). ASCE7 -02 SNOW LOAD DESIGN CRITERIA: Desi ned as Main Wind Force Resistin S stem 9 Y Drainage must be provided to avoid ponding. P = 80 psf, Ce =1.00, I =1.00, Ct = 1.10 i - Low -rise and Components and Cladding BC COMP. DUR. / TENS. WR. CSI -Web lumber listed as WW SPECIAL" is End verticals are designed for axial loads Tributary Area 51 sqft s -9 -151 1.60 / 151 1.60 0.07 an of the following three grades: only unless noted otherwise. 9 -10 10 -11 -61 i.6o / -43 1.60 / 271s 2477 1.00 0.56 1.00 0.51 STUD Will Extensions above or below the truss profile 11 -12 -44 1.60 / 2491 1.00 0.52 STANDARD WW (if any) have been designed for loads 12 -13 -83 1.60 / z7az 1.00 0.57 #2 WW (OR BETTER) indicated only. Horizontal loads applied at 13 -14 -151 1.60 / 151 1.60 0.07 the end of the extensions have not been WB COMP.(WR.)/ TENS. DUR. CSI Considered unless shown. A drop -leg to an 1 -8 - 2645(1.00)/ 102 1.60 0.36 otherwise unsupported wall may create a 1 -9 - 114(((1.60)))/ 3698 l.00 0.69 hinge effect that requires additional design 2 -9 -2290 1.00 / 116 1.60 ) 0.97 (onside ration (by others). 2 -10 3 -10 3 -11 -417 1.00 / / -1157(1.00)/ 48 299 96 1.00 0.35 1.00 0,28 1.60 0.61 r 3 -6 -0 r 9 -3-0 9 -3 -0 3-6 -0 4 -11 - 92(1,603/ 1701 1.00 0.32 1 2 3 4 5 6 7 5 -11 5 -12 6 -12 - 1176(1.00 / / - 466(1.00)/ 96 323 53 1.60 0.62 1.00 0.31 1.60 0.39 11001 8.00 -8.0 6 -13 7 -13 - 2282(((1.003)/ -115 1.60 / 116 3743 1.60 0.97 , 0.70 7 -14 -2628 1.00 / 101 . 0.36 RW5X6 9 -3 -13 W T 3 -0-0 1 9 -3 -13 SHIP T 3 -0 -0 1 W4X4 W4X4 B1 82 W:508 W:700 s� U- 872 U- 853 U: -88 U: -88 25 -6 -0 8 9 10 11 12 13 14 3513 m L, A77 connector plates are Truswa7 20 ga. unless preceded by "M' for Nave 20 ga., "HS" for HS 20 ga., "S " for SS 18 ga. from, Alpine; IN or preceded by 'MK" for TWX 20 ga. or "H" for 16 ga. froia Truswa7, positioned per Joint Detail Reports. Circled plates and false 3/2012007 frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). RNI Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: HARBERT ED -KEVIN ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer WO: Dri ve_J_0038- 07_L000O6_J 00001 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and /or building designer prior to fabrication. The building designer must ascertain that the loads Dsg n r : GNC #LC = 25 WT: 182# - WHOLESALE utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord TC Live 80.00 psf Li veDu r L =1.00 P =1.00 is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached. unless otherwise TC Snow 61.60 psf SnOWDD r L =1.00 P =1.00 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any ® TRUSS environment that will cause the moisture content of the wood to exceed 19% and /or cause connector plate corrosion. Fabricate, handle, install TC Dead 15.00 psf Rep Mb r Bnd / Comp / Tens and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software, BC Live 0.00 psf 1.15 / 1.10 / 1.1J 4445 Springs, Dr. 'ANSI/TPI 1', WTCA 1'- Wood Truss Council of America Standard Design Responsibilities, COMPONENT SAFETY INFORMATION'- BC Dead 10.00 psf O.C.S acln 2- 0- 0 Co 10 Springs, CO 80907 p p g (BCSI 1 -03) and'BCSI SUMMARY SHEETS' by W7CA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofno Drive, Madison, TRUSPLUS 6.0 VER: T6.5.52 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 111119th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: IRC -2003 DEFL RATIO: L/240 TC: ! -/181 Job Name: 0038 -07 All connector plates are Truswal ZO ga. unless preceded by 'b'; for Wave 20 ga., "MS" for HS ZO ga., "S" for SS 18 ga. from Alpine; or preceded by "MX" for TNMX 20 ga. or "re M" for 16 ga. frov Truswa7, positioned per Joint Detail Reports. Circled plates and false frame plates a positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). Truss ID: T11 Qty: 1 BRG X -LOC REACT SIZE REQ'D TIC 2x6 SPF 1650F -1.5E Web bracing required at each location shown. UPLIFT REACTIONS) : 07_L00006_300001 1 0- 2 -12 2942 5.50" 4.22" BC 2x4 SPF 1650F -1.5E ® See standard details (TX01087001 -001 rev1). Support C&C Wind Main Wind Non -Wind are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads 2 25- 2- 8 2923 7.00" 4.19" WEB 2x4 SPF 1650F -1.5E Designed per ANSI/TPI 1 -2002 1 -93 lb -54 lb !�/HOL ESA L E BRG REQUIREMENTS shown are based ONLY 2x4 WW SPECIAL 7 -2, 2 -8 This design does not account for long term 2 -93 lb -53 lb ' on the truss material at each bearing 8 -4, 9 -4 time dependent loading (creep). Building Hip -Drop : 0 -1 -13 0 -1 -13 BC Live MAX DEFLECTION (span) : Lumber shear allowables are per NOS. Designer must account for this. This truss is designed using the 10.00 psf L/999 MEM 8 -9 (LIVE) LC 24 THIS DESIGN IS THE COMPOSITE RESULT OF Refer to Joint QC Detail Sheet for ASCE7 -02 Wind Specification TRUSPLUS 6.0 VER: T6.5.52 L= - 0.21" D= - 0.08" T= - 0.30" MULTIPLE LOAD CASES. Maximum Rotational Tolerance used Bldg Enclosed = Yes, Importance Factor = 1.00 CRITICAL MEMBER FORCES: IF HANGERS ARE INDICATED ON THIS DRAWING, IRC /IBC truss plate values are based on Truss Location = Not End Zone 1, 1 -2 -2288g1 W� TEN85S o as THEY ARE BASED ON 1.5" HANGER NAILS FOR testing and approval as required by IBC 1703 Hurricane/Ocean Line = No Exp Category = B }jIX.602 {S I/TPI and are tt a -5 i9i5 i.o0°o j e6(i.6o} o.so HANGERS 2.5" GUN NAILS ARE RE- EVALUATED Load dnSfora10 ER-1607 an TPInStandar�dTOccupancy, Dead9Loadth 1190 BC COMP. (((DUR. / TENS. < < <(DUR.)))) CSI (BYSOTHERS). Drainage must be provided to avoid ponds ASCE7 -02 SNOW LOAD DESIGN CRITERIA: psf Designed as Main Wind Force Resisting System 6 -7 - 1181.60/ 118(1.60) 0.19 End verticals are designed for axial loads Pg = 80 psf, Ce =1.00, I =1.00, Ct = 1.10 - Low -rise and Components and Cladding 7 -8 -81 1.60 / 282a 1.00))) 0.75 only unless noted otherwise. -Web lumber listed as WW SPECIAL" is Tributary Area 51 sgft s -9 -ez 1.60 / 2859 1.00 0.75 Extensions above or below the truss profile any of the following three grades: 9 -10 -118 1.60 / 118 1.60 0.19 (if any) have been designed for loads STUD WW 43 COMP. DUR. / TENS. WR. CSZ indicated only. Horizontal loads applied at STANDARD WW 1 -6 -2636 1.00 / 115 1.60 0.54 the end of the extensions have not been #2 WW (OR BETTER) 1 -7 -106 1.60 / 3611 1.60 0.67 considered unless shown. A drop -leg to an 2 -7 2 -8 -2042 1.00 / 133 -1217 1.00 / 73 1.60 0.93 1.60 0.71 otherwise unsupported wall may create a P Y, 3 -8 / 1108 1.00 0.21 hinge effect that requires additional design 4 -8 - 1251(1.00)/ 74 1.60 0.73 consideration (by others). 4 -9 5 -9 - 2032(((251.00))) / 134 -107 1.60 / 3633 1.60 0.93 1.00 0.68 5 -10 -2619 1.00 / 114 1.60 0.53 , 5 -6 -0 t 7 -3 -0 } 7 -3 -0 i 5 -6 -0 r 1 2 3 4 5 9 -3 -13T W 4 41. 1 0 8.00 8.0 RWRXR W4X4 llr..r., 11r­ 11 111 .. W4X4 131 W:508 R:2942 U: -93 i 25 -6 -0 r 6 7 8 9 10 T 9 -3 -S SHIP 4-4 -0 1 B2 W:700 R:2923 U: -93 All connector plates are Truswal ZO ga. unless preceded by 'b'; for Wave 20 ga., "MS" for HS ZO ga., "S" for SS 18 ga. from Alpine; or preceded by "MX" for TNMX 20 ga. or "re M" for 16 ga. frov Truswa7, positioned per Joint Detail Reports. Circled plates and false frame plates a positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). - �fllawi " 3/20/2007 Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: HARBERT ED -KEVIN This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer W0: D ri ve_]_0038- 07_L00006_300001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsg n r : GNC #LC = 25 WT • 189# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TIC Live 80.00 psf Li veDu r L =1.00 P =1.00 utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord !�/HOL ESA L E is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TIC Snow 61.60 psf SnowDu r L =1.00 P =1.00 ® TRUSS noted Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and /or cause connector plate corrosion. Fabricate, handle, install TIC Dead 15.00 psf Rep Mb r Bnd / Comp / Tens 4445 Northpa rk Dr. and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software, BC Live 0.00 pSf 1.15 / 1.10 / 1.10 Colo Springs, CO 80907 ' ANSI /TPI 1', WTCA 1'- Wood Truss Council of America Standard Design Responsibilities,' BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 psf O.C.Spacing 2- 0- 0 (SCSI 1 -03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, TRUSPLUS 6.0 VER: T6.5.52 Wisconsin 53719, The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036, Bldg Code: IRC -2003 DEFL RATIO: L/240 TIC: L;118 Job Name: 0038 -07 Truss ID: T12 Qty: 1 BRG X -LOC 1 0- 2 -12 2 25- 2- 8 BRG REQUIREMENT on the truss ma MAX DEFLECTION L/999 MEM 11 -12 BC 8 -9 9 -10 10 -11 11 -12 12 -13 13 -14 we 1 -e 1 -9 2 -9 2 -10 3 -10 3 -11 4 -11 5 -11 5 -12 6 -12 6 -13 7 -13 7 -14 COMP. DUR. / -85 1.60 / -53 1.60 / -85 1.60 / -85 1.60 / -54 1.60 / -85 1.60 / COM2654 P. DUR. / - 1.00 / 91 1.60 / -2244 1.00 / 63 1.60 / -1434 1,Do / -110e 11.00 -22 1.60 -1133 1.00 -1414 1.00 62 1.60 2236 1.00 -91 1.60 -2637 1.00 / ACT SIZE REQ'D 942 5.50" 4.22" 923 7.00" 4.19" shown are based ONLY rial at each bearing LIVE) LC 24 06" T= - 0.27" S: TENS. jDU6R( CSI 49 1.60 0.52 88 1.60 0.55 124 1.60 0.83 124 1.60 0.83 89 1.60 0.57 50 1. 0.55 TINS. DUR 1 CSI 85 .66 0,08 1561 1.00 0.32 2551 1.00 0.56 2568 1.00 0.56 1592 1.00 0.33 85 1.60 0.08 TENS. DUR. CSI 111 1.60 0.99 2164 1.00 0.52 115 1.60 0.94 1833 1.00 0.34 98 1.60 0.92 59 1.60 0.59 1421 1.00 0.26 60 1.60 0.60 97 1.60 0.90 1808 1.00 0.34 115 1.60 0.94 2775 1.00 0.52 109 1.60 0.98 TC 2x4 DFL 2400F -2 .OE 2x4 SPF 1650F -1.5E 1 -3, 5 -7 BC 2x4 SPF 1650F -1.5E WEB 2x4 SPF 1650F -1.5E 2x4 WW SPECIAL 9 -2, 10 -3 3 -11, 11 -5 12 -5, 13 -6 Lumber shear allowables are per NOS. IRC /IBC truss plate values are based on testingg and approval as required by IBC 1703 and AN and are reported in available documents as ER -1607 and ESR -1118. Loaded for 10 PSF concurrent BCLL. ASCE7 -02 SNOW LOAD DESIGN CRITERIA: Pg = 80 psf, Ce =1.00, I =1.00, Ct = 1.10 End verticals are designed for axial loads only unless noted otherwise. Extensions above or below the truss profile (if any) have been designed for loads indicated only. Horizontal loads applied at the end of the extensions have not been considered unless shown. A drop -leg to an otherwise unsupported wall may create a hinge effect that requires additional design consideration (by others). 9 -3 -137 5 -8 -0 1 ®Web bracing required at each location shown See standard details (7X01087001 -001 revl) Designed per ANSI/TPI 1 -2002 This design does not account for long term time dependent loading (creep) . Building Designer must account for this. Refer to Joint QC Detail Sheet for Maximum Rotational Tolerance used THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE- EVALUATED (BY OTHERS). Drainage must be provided to avoid ponding. -Web lumber listed as "WW SPECIAL" is any of the following three grades: STUD WW STANDARD WW #2 WW (OR BETTER) t 1 2 7 -6-0 i 3 5 -3 -0 i 4 r 5 6 5 -3 -0 7 -6 -0 7. 8.00 -8.0 RW4X6 X8 W 4X4 W 4X4 B1 W:508 R:2942 U: -94 25 -6 -0 8 9 10 11 12 13 14 UPLIFT REACTION(S) : Support C&C Wind Main Wind Non -Wind 1 -94 lb -56 lb 2 -93 lb -56 lb Hip -Drop : 0 -1 -13 0 -1 -13 This truss is designed using the ASCE7 -02 Wind Specification Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = Not End Zone Hurricane /Ocean Line = No Exp Category = B Bldg Length - 99.00 ft, Bldg Width = 50.00 ft Mean roof height = 24.66 ft, mph = 90 TPI Standard Occupancy, Dead Load = 11.0 psf Designed as Main Wind Force Resisting System - Low -rise and Components and Cladding Tributary Area = 51 sqft I 9 -3 -13 SHIP 5- -0 B2 W:700 U: 93 3 4r , 351 M A77 connector plates are Truswal 20 ga. unless preceded by "M' for Wave 20 ga., "HS" for HS 20 ga., "S" for SS IS ga. from Alpine; or preceded by 'Alt" for TWgX 20 ga. or "N" for 16 ga. fros Truswal, positioned per Joint Detail Reports. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). '-mlil1/g - �/2 O/2 O O -J I AR I Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: HARBERT ED -KEVIN This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer WO • D ri ve_J_0038-07_L00006_J 00001 . . ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r : GNC #LC = 25 WT: 211# are to be verified by the component manufacturer and/or building designer pnor to fabrication. The building designer must ascertain that the loads TIC Live 80.00 psf Live Du r L =1.00 P =1.0`3 utilized on this design meet or e-no the loading Imposed by the local building code and the particular application. The design assumes that the top chord WHOLESALE is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TIC Snow 61.60 psf SnowDu r L =1.00 P =1.00 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TIC Dead 15.00 psf Rep Mb r Bnd / Comp / Tens ® TRUSS 4445 r Dr. environment that will cause the moisture content of the wood to exceed 19% and /or cause connector plate corrosion. Fabricate, handle. install and brace this truss in accordance with the following standards 'Joint and Cutting Detail Repons' available as output from Truswal software, BC Live 0.00 psf 1.15 / 1.10 / 1.10 Colo Sp Springs, CO 80907 , 'ANSIIrPi 1', WTCA 1'- Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION'. (SCSI 1 -03) and 'SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofno Dave, Madison, BC Dead 10.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.52 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 1 9th Street, NW, Ste 800, Washington, DC 20036, Bldg Code: IRC -2003 DEFL RATIO: L/240 TIC: L /18 Job Name: 0038 -07 WANNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: T13 Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 SPF 1650F -1.5E Web bracing required at each location shown. UPLIFT REACTION(S) : TC Live 80.00 psf 1 0- 2 -12 2942 5.50" 4.22" 2x6 SPF 1650E -1.5E 1 -3, 5 -7 ® See standard details (TX01087001 -001 rev1). Support C&C Wind Main Wind Non -Wind SnowDu r L =1.00 P =1.00 2 25- 2- 8 2923 7.00" 4.19" BC 2x4 SPF 1650F -1.5E Designed per ANSI/TPI 1 -2002 1 -92 lb -57 lb BC Live 0.00 psf ERG REQUIREMENTS shown are based ONLY WEB 2x4 WW SPECIAL This design does not account for long term 2 -92 lb -57 lb TRUSPLUS 6.0 VER: T6.5.52 on the truss material at each bearing 2x4 SPF 1650E -1.5E 8 -2, 2 -9 time dependent loading (creep). Building Hip -Drop : 0 -1 -13 0 -1 -13 MAX DEFLECTION (span) : 10 -4, 11 -6 Designer must account for this. This truss is designed using the L/967 MEM 11 -12 (LIVE) LC 24 6 -12 Refer to Joint QC Detail Sheet for ASCE7 -02 Wind Specification L= - 0.31" D= - 0.26" T= - 0.57" Lumber shear allowables are per NDS. Maximum Rotational Tolerance used Bldg Enclosed = Yes, Importance Factor = 1.00 CRITICAL MEMBER FORCES: IRC /IBC trU66 plate values are based on THIS DESIGN IS THE COMPOSITE RESULT OF Truss Location = Not End Zone rc 1 -2 COMP. 3. / TENS. OUR. 0 1.60 / 0 1.00 0.39 CSI testin and approval as required by IBC 1703 MULTIPLE LOAD CASES. Hurricane /Ocean Line = No Exp Category = B 2 -3 -2369 1.00 / 70 1.60 o.ao and AN I/TPI and are reported in available IF HANGERS ARE INDICATED ON THIS DRAWING, Bldg Length 99.00 ft, Bldg Width 50.00 ft 3 -4 -2395 1.00 / 113 1.60 0.47 documents as ER -1607 and ESR -1118. THEY ARE BASED ON 1.5" HANGER NAILS FOR Mean roof height = 24.66 ft, mph 90 4 -5 -2395 1.00 / 113 1.60 0.47 Loaded for 10 PSF concurrent BCLL. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY TPI Standard Occupancy, Dead Load = 11.0 psf 5 -6 6 -7 -2398 1.00 / 70 160 0.41 0 1.60 / oil: 00 0.40 ASCE7 -02 SNOW LOAD DESIGN CRITERIA: GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Designed as Main Wind Force Resisting System Fig 80 psf, Ce =1.00, I -1.00, Ct = 1.10 HANGERS MUST BE RE- EVALUATED (BY OTHERS). - Low -rise and Components and Cladding sc COMP. WR. / TENS. CSI End verticals are designed for axial loads Drainage must be provided to avoid ponding. Tributary Area = 51 sqft 8 9 -63 1.60 / 1519 1.00 0.76 only unless noted otherwise. -Web lumber listed as "WW SPECIAL" is 9 -10 I-11.1 -65 1.60 / 2341 1.00 0.89 Extensions above or below the truss rofile an of the followin three rades: any 9 g 11 ea i.6o 1542 1.00 0.78 (if any) have been designed for loads WW indicated only. Horizontal loads applied at STANDARD WW WB 1 -8 COMP. WR. / TENS. WR. CSI -433 a6 1.60 0.53 the end of the extensions have not been #2 WW (OR BETTER) 2 -8 -2695 1.00 / 112 1.60 0.99 considered unless shown. A drop -leg to an 2 -9 -12 1.60 / 1462 1.00 o.z6 otherwise unsupported wall may create a 3 -9 -991 1.00 / 116 1.60 0.93 hinge effect that requires additional design 3 -10 -1198 1.00 / 17 1.60 0.65 COn57deratl0n (by others). 4 -10 5 -10 -48 1.60 / 1745 1.00 0.33 -1217 1.00 / 17 1.60 0.66 5 -11 -971 1.00 / 116 1.60 0.91 6 -11 -11 1459 1.00 0.27 , 6 -12 7 -12 -2701 1.00 / 112 1.60 0.99 -423 l.00 / 45 1.60 0.52 9 -6 -0 3 -3 -0 3 -3 -0 9 -6 -0 '1 2 13 �4 �5 6 7' 8.00 W7X10 W7X10 W2.5X4 W6X8 W6X8 W2.5X4 9 -3 -13 - - 7- -0 70 B1 W6X8 W5X6 W6X8 W5X6 W6X8 B2 W:508 W:700 R:2942 R:2923 U: -92 U: -92 25 -6 -0 8 9 10 11 12' All connector plates are Truswa7 20 ga. unless preceded by `M" for Wave 20 ga., "1S" for 7S 20 ga., "S" frost SS 16 ga. fr Alpine; or preceded by "MX" for TW X 20 ga. or "R" for 16 ga. frog Truswa7, positioned per Joint Detail Reports. Circled plates and false free- plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). 13 SHIP U WANNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: HARBERT ED -KEVIN This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer W0: Dri ve_J_0038- 07_L000O6_300001 ® and done in accordance with the current versions of TPI and AFPA design standards, No responsibility is assumed to( dimensional accuracy. Dimensions Dsg n r • GNC #LC = 25 WT' 25.7# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 80.00 psf Li veDu r L =1.00 P =1.00 utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord bt/HOL ESA L E is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 61.60 psf SnowDu r L =1.00 P =1.00 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 15.00 psf Rep Mb r Bnd / Comp / Tess ® TRUSS 4445 Northpa rk Dr. environment that will cause the moisture content of the wood to exceed 19% and /or cause connector plate corrosion. Fabricate, handle. install and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software, BC Live 0.00 psf 1.15 / 1.10 / 1.10 I Springs, CO 80907 'ANSI1TPI 1',WTCA i'- Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.52 (SCSI 1 -03) and'SCSI SUMMARY SHEETS' by WTCA and TPI, The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719 The American Forest and Paper Association (AFPA) is located at 111119th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: IRC-2003 DEFL RATIO: L/240 TC: L/18 Job Name: 0038 -07 A77 connector p7ates are Truswa7 20 ga. unless preceded by "W" for Wave 20 ga., "WS" for NS 20 ga., "S" for SS 18 ga. free Alpine; or preceded by "MX" for 7WMX 20 ga. or "N" for 16 ga. free Trusnal, positioned per Joint Oetail Reports. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or stap7e). Truss ID: T14 Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x4 SPF 1650F -1.5E Web bracing required at each location shown. UPLIFT REACTION(S) \/''� /�' \ ' //�C 1 0- 2 -12 2942 5.50 4.22" 2x6 SPF 165OF -1.5E 1 -4, 6 -9 ® See standard details (TX01087001 -001 revl). Support C&C Wind Main Wind Non -Wind Li veDu r L =1.00 P =1.00 2 25- 2- 8 2923 7,00" 4.19" BC 2x4 SPF 165OF -1.5E Designed per ANSI/TPI 1 -2002 1 -85 lb -57 lb noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any BRG REQUIREMENTS 15.00 psf shown are based ONLY WEB 2x4 WW SPECIAL This design does not account for long term 2 -85 lb -57 lb 4445 Or. on the truss material at each bearing 2x4 SPF 165OF -1.5E 10 -2, 2 -11 time dependent loading (creep). Building Hip -Drop : 0 -1 -13 0 -1 -13 O.C.Spacing 2- 0- 0 MAX DEFLECTION (span) (BCSI 1 -03) and 'SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'OnoMo Dave, Madison, 1 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036, : IRC-2003 12 -5, 5 -13 Designer must account for this. This truss is designed using the L/999 MEM 13 -14 (LIVE) LC 24 14 -8, 8 -15 Refer to Joint QC Detail Sheet for ASCE7 -02 Wind Specification L= - 0.17" D= - 0.06" T= - 0.23" Lumber shear allowables are per NOS. Maximum Rotational Tolerance used Bldg Enclosed = Yes, Importance Factor = 1.00 CRITICAL MEMBER FORCES: IRC /IBC truss plate values are based on THIS DESIGN IS THE COMPOSITE RESULT OF Truss Location Not End Zone rc 1 -2 COMP. DUR. / 0 1.60 / TENS. 0 OUR. 1.00 o.zs CSI testin and approval as required by IBC 1703 gg in MULTIPLE LOAD CASES. Hurricane /Ocean Line - No Ex Category = B P. 9 99.00 ft, Bldg Width 50.00 ft 2 -3 3 -4 -1423 1.00 / -2074 1.00 / 3a 60 1.60 0.26 1.60 0.25 and AN /T and are reported available documents as ER -1607 and ESR -1118. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR Bldg Length = = Mean roof height = 24.66 ft, mph = 90 4 -5 -2389 1.00 / 79 1.60 0.32 Loaded for 10 PSF concurrent BCLL. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY TPI Standard Occupancy, Dead Load = 11.0 psf 5 -6 6 -7 -2392 1.00 / -2076 1.00 / 79 60 1.60 0.32 1.60 0.24 ASCE7 -02 SNOW LOAD DESIGN CRITERIA: GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Designed as Main Wind Force Resisting System 7 -8 -1439 1.00 / 3a 1.60 0.26 Pg 80 psf, Ce =1.00, I =1.00, Ct = 1.10 HANGERS MUST BE RE- EVALUATED (BY OTHERS). - Low -rise and Components and Cladding 8 -9 0 1.00 0.26 End verticals are designed for axial loads Drainage must be provided to avoid ponding, Tributary Area = 51 sgft aC COMP. WR. / TENS. DUR. CSI only unless noted otherwise. -Web lumber listed as "WW SPECIAL" is 10 -11 -3z 1.60 / 1o3s i.o0 0.39 Extensions above or below the truss profile any of the following three grades: 11 -12 -54 1.60 / 1776 l.00 o.so (if any) have been designed for loads STUD WW 12 -13 -50 1.60 / 1856 1.00 0.36 indicated only. Horizontal loads applied at STANDARD WW 13 -1a -55 1.60 / 17a7 l.00 o.s1 the end of the extensions have not been #2 WW (OR BETTER) 14 -15 -33 1.60 / 1056 1.00 0.40 considered unless shown. A drop -leg to an Will COMP. OUR. / TENS. DUR. CSI otherwise unsupported wall may create a 1- 10 -3aa 1.00 / 37 1.60 0.60 hinge effect that requires additional design 2 -10 -2557 1.00 / 79 1.60 0.67 consideration (by others). 2 -11 3 -11 -17 1.60 / -1453 1.00 / 1592 86 1.00 0.30 1.60 0.85 3 -12 -18 1.60 / 803 1.00 0.76 4 -12 -1580 1.00 / 85 1.60 0.94 5 -12 -36 1.60 / 1259 1.00 0.24 5 -13 -37 1.60 / 1275 1.00 0.24 6 -13 7 -13 -1561 1.00 / -18 1.60 / 85 1.60 0.94 790 1.00 0.75 1 2 4 5 6 7 8 9 7 -14 8 -14 -1432 1.00 / -16 1.60 / 85 1573 1.60 0.83 1.00 0.29 8,00 8 -15 9 -15 -2558 1.00 / -334 1.00 / 79 36 1.60 0.67 1.60 0.58 RW5X6 W7X10 W7X10 W4X6 W2.5X4 W6X8 W4X6 W6X8 W2.5X4 9 -3 -13 9-3-13 8-4 -0 8-4-0 HIP 81 W:508 R:2942 U: -85 10 11 12 13 14 1 82 r W-64 4r REq,,i W:700 R:2923 351 m A77 connector p7ates are Truswa7 20 ga. unless preceded by "W" for Wave 20 ga., "WS" for NS 20 ga., "S" for SS 18 ga. free Alpine; or preceded by "MX" for 7WMX 20 ga. or "N" for 16 ga. free Trusnal, positioned per Joint Oetail Reports. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or stap7e). 3/20/2007 WARNIN Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: HARBERT ED -KEVIN This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer WC: Dr i ve_]_0038- 07_L00006_300001 �,. \/''� /�' \ ' //�C and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsg n r • GNC #LC = 25 WT: ' �1.�1 are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 80.00 psf Li veDu r L =1.00 P =1.00 utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord WHOLESALE is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 61.60 psf SnowDu r L =1.00 P =1.00 p I IC' C' noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 15.00 psf Rep Mb r Bnd / Comp / T'AS ® TRUSS environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install 'Joint BC Live 0.00 psf 1.15 / 1.10 / 1,110 4445 Or. and brace this truss in accordance with the following standards: and Cutting Detail Reports' available as output from Truswal software, Colo Springs, CO 80907 Springs, ' ANSI /TPI 1', WTCA 1'- Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6. 5.52 (BCSI 1 -03) and 'SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'OnoMo Dave, Madison, 1 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036, Bldg Code: IRC-2003 DEFL RATIO: L/240 TC: 1 /18 Job Name: 0038 -07 A77 connector plates are Truswa7 20 ga. unless preceded by "W" for Wave 20 ga., "WS" for HS 20 ga., "S" for SS IS ga. frow Alpine; or preceded by "MX" for TWMX 20 ga. or "W" for 16 ga. frog Truswa7, positioned per Joint Detail Reports. Circled plates and false fraee plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). Truss ID: T15 Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x6 DFL 240OF -2.OE Web bracing regired at each location shown. UPLIFT REACTION(S) : WO • Dri ve_J_0038-07_L00006_J 1 0- 2 -12 2942 5.50" 4.22" BC 2x4 SPF 1650F -1.5E ® See standard details (TX01087001 -001 rev1). Support C&C Wind Main Wind Non -Wind #LC = 27 WT • 216# 2 25- 2- 8 2923 7.00" 4.19" WEB 2x4 SPF 165OF -1.5E Designed per ANSI /TPI 1 -2002 1 -78 lb -57 lb TC Live BRG REQUIREMENTS shown are based ONLY Lumber shear allowables are per NOS. This design does not account for long term 2 -77 lb -57 lb is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise on the truss material at each bearing Refer to Joint QC Detail Sheet for time dependent loading (creep) . Building Hip -Drop : 0 -1 -13 TC Dead MAX DEFLECTION (span) : Maximum Rotational Tolerance used Designer must account for this. This truss is designed using the 0.00 psf L/999 MEM 8 -9 (LIVE) LC 26 IRC /IBC truss plate values are based on THIS DESIGN IS THE COMPOSITE RESULT OF ASCE7 -02 Wind Specification O.C.Spacing 2- 0- 1 L= - 0.20" D= - 0.15" T= - 0.36" testingg and approval as required by IBC 1703 MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 CRITICAL MEMBER FORCES: Bldg Code: and AN and are reported in available IF HANGERS ARE INDICATED ON THIS DRAWING, Truss Location = Not End Zone 1-2 CDM90 Du06 / TEN4O 1160 o�is documents as ER -1607 and ESR -1118. THEY ARE BASED ON 1.5" HANGER NAILS FOR Hurricane/Ocean Line = No Exp Category = B 2 3 _17 0:75 Loaded cDESIGN eCRITERIA: NNAILS FARE MUSED, PTHE Width 50.00 900.00 theight9 ft a -s -ii3a i.o00o j ai i.6o 0.74 ASCE7-02oSNOW LOAD GI DERS. IF 2H55""G GUN =0024t83Bft9 Mean roof TENS. <DU1 CSI ec "15 P - 80 psf, Ce =1.00, I =1.00, Ct = 1.10 End verticals are designed for axial loads HANGERS MUST BE RE- EVALUATED (BY OTHERS). Drainage must be provided to avoid ponding. TPI Standard Occupancy, Dead Load 11.0 psf Designed as Main Wind Force Resisting System 1.6 6-7 0(1.60)/ 611.003 0.44 only unless noted otherwise. -Web lumber listed as "WW SPECIAL" is - Low -rise and Components and Cladding 7 -e 43 1.60 / 1736((1.00)) 0.72 Extensions above or below the truss profile any of the following hree g grades: Tributary Area = 51 sgft s -9 0 1.00 / 0 1.00 0.46 (if any) have been designed for loads STUD WW WB COMP. TENS. IxIR. CSI indicated only. Horizontal loads applied at STANDARD WW 1 -6 -2617 1.00 113 1.60 0.76 the end of the extensions have not been #2 WW (OR BETTER) 1 -7 -60 1.60 / 2567 3 0 0.48 considered unless shown. A drop -leg to an IDUR,I/ 2 -7 -1750 100 / 137 2 -8 -21 1.60 / 26 1.60 0.49 1.60 0.04 otherwise unsupported wall may create a 4 -8 -1741 1.00 141 1.60 0.49 hinge effect t at requires additional design h 5 -8 -62 1.60 / 2594 1.00 6.48 consideration (by others). 5 -9 -2598 3 Ito / 112 1.60 0.76 W6X8 W3X6 S =W6X8 W2.5X4 W6X8 I ,1a W4X4 61 W:508 R:2942 U: -78 W4X4 i 25 -6 -0 6 7 8 9 B2 W:700 %a (� W 35137 A77 connector plates are Truswa7 20 ga. unless preceded by "W" for Wave 20 ga., "WS" for HS 20 ga., "S" for SS IS ga. frow Alpine; or preceded by "MX" for TWMX 20 ga. or "W" for 16 ga. frog Truswa7, positioned per Joint Detail Reports. Circled plates and false fraee plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). Bi1 ° 3/20/2007 A N Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: HARBERT ED -KEVIN This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer WO • Dri ve_J_0038-07_L00006_J 00001 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Ds n r • GNC #LC = 27 WT • 216# are to be verified by the component manufacturer and /or building designer prior to fabrication. The building designer must ascertain that the loads g TC Live 80.00 psf Li veDu r L =1.00 P =1.OU utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord WHOLESALE is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 61.60 psf SnowDu r L =1.00 P =1.00 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 15.00 psf Rep Mb r Brill / Comp / Tens ® TRUSS 4445 NOrthpark Dr. environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate comosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software, BC Live 0.00 psf 1.15 / 1.10 / '...10 Colo Springs, CO 80907 'ANSIITPI V, WTCA V- Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION' - BC Dead 10.00 psf O.C.Spacing 2- 0- 1 (BCSI 1 -03) and'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofho Dnve, Madison, TRUSPLUS 6.0 VER: T6.5.52 Wisconsin53719. TheAmericanForestandPaperAssociation( AFPA) islocatedat1111191hStreet ,NW,Ste800,Washington,DC20036, Bldg Code: IRC -2003 DEFL RATIO: L/240 TC: L 118 Job Name: 0038 -07 W4X4 vvfntu vvfntu W4X4 Truss ID: T16 Qty: 1 BRG X -LOC REACT SIZE REQ'D TC 2x6 DFL 240OF -2.OE Web bracing required at each location shown. UPLIFT REACTION(S) : 1 0- 2 -12 2942 5.50" 4.22" BC 2x4 SPF 165OF -1.5E ® See standard details (TX01087001 -001 rev1). Support C&C Wind Main Wind Non -Wind 2 25- 2- 8 2923 7.00" 4.19" WEB 2x4 SPF 1650F -1.5E Designed per ANSI /TPI 1 -2002 1 -78 lb -57 lb BRG REQUIREMENTS shown are based ONLY Lumber shear allowables are per NDS. This design does not account for long term 2 -77 lb -57 lb on the truss material at each bearing Refer to Joint QC Detail Sheet for time dependent loading (creep). Building Hip -Drop : 0 -1 -13 MAX DEFLECTION (span) Maximum Rotational Tolerance used Designer must account for this. This truss is designed using the L/999 MEM 8 -9 (LIVE) LC 26 IRC /IBC truss plate values are based on THIS DESIGN IS THE COMPOSITE RESULT OF ASCE7 -02 Wind Specification -0.20" D= T= - 0.36" testing9 and approval as required by IBC 1703 MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor - 1.00 CRITICAL CRITICAL MEMBER FORCES: FORCES: AR I Read all notes on this sheet and give a copy of it to the Erecting Contractor. and AN and are reported in available IF HANGERS ARE INDICATED ON THIS DRAWING, Truss Location = Not End Zone rc 1 -2 COMP. DUO. / TENS. WR. CSI -1479 1.003/ 35 1.60 0.75 documents as ER -1607 and ESR -1118. THEY ARE BASED ON 1.5" HANGER NAILS FOR Hurricane Ocean Line = No Ex Category = B / p, 9 Y 2 -3 3 -1517 1.00)/ 36 1.60 0.75 Loaded for 10 PSF concurrent BCLL. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Length = 99.00 ft, Bldg Width = 50.00 ft ft, -4 4-5 -15 17 l.00 / 36 -1517 1.00 / 36 1.60 0.73 1.60 0.73 ASCE7 -02 SNOW LOAD DESIGN CRITERIA: pg = 80 psf, Ce =1.00, I =1.00, Ct = 1.10 GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE- EVALUATED (BY OTHERS). Mean roof height = 25.50 mph = 90 TPI Standard Occupancy, Dead Load = 11.0 psf BC COMP.<DUR. / TENS. <WR.) CSI End verticals are designed for axial loads Drainage must be provided to avoid ponding. Designed as Main Wind Force Resisting System 6 -7 0(l.003/ 0(1.00) o.aa only unless noted otherwise. -Web lumber listed as "WM1J SPECIAL" is - Low -rise and Components and Cladding 7 -a 3x((1.6033/ 151s((1.Oo)) 0.68 Extensions above or below the truss profile any of the following three grades: Tributary Area = 51 sgft 8 -9 0 1.00 / 0 1.00 0.46 (if any) have been designed for loads STUD WW (SCSI 1 -03) and'BCSI SUMMARY SHEETS' by WTCA and TPI, The Truss Plate Institute (TPI) is located at 583 D'Onofno Drive, Madison, WB COMP. TENS. DUR. CSI indicated only. Horizontal loads applied at STANDARD WW Wisconsin53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. 1 -6 -2617 1.00 113 1.60 0.98 the end of the extensions have not been #2 WW (OR BETTER) 1 -7 -57 1.60 / 2435 1.00 0.45 considered unless shown. A drop -leg to an 2 -7 2 -a IDUR.I/ -1751 1.00 / 137 -20 1.60 / 2a 1.60 0.62 1.60 0.01 otherwise unsupported wall may create a 4 -8 -1742 1.00 / 141 1.60 0.62 hinge effect that re uires additional desi n q 9 5 -8 5 -9 -s9 1.60 / 2454 -2598 1.00 / 112 1.00 0.46 1.60 0.97 consideration (by others). B£ W6X8 W3X6 S =W6X8 W2.5X4 W6X8 11 -0 -0 W4X4 vvfntu vvfntu W4X4 61 B2 F W:508 W:700 R:2942 R:2923 U: -78 U: -77 i6 7 25 -6-0 8 9 3513,7 m w All connector plates are Truswal 10 ga. unless preceded by "N" for wave 10 ga., "HS" for HS 10 ga., "S" for SS 18 ga. fro Alpine; or preceded by "MX" for TWX 10 ga. or "H" for 16 ga. frog Truswa7, positioned per Joint Detail Reports. Circled plates and false 3/20/2007 fraae plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). AR I Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: HARBERT ED -KEVIN This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer W0: Dri ve_J_0038- 07_L00006_300001 ..., ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r • GNC #LC = 2 % WT' 228# are to be verified by the component manufacturer and /or building designer prior to fabrication. The building designer must ascertain that the bads TC Live 80.00 psf Li veDu r L =1.00 P =1.OU utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord In/HOL ESALE is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 61.60 psf SnowDu r L =1. DD P =1. DO p I' noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 15 . DD psf P Re Mb r Bnd Comp p / p / TE.RS ® TRUSS environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle. install '.joint BC Live 0.00 psf 1.15 / 1.10 / 1.10 4445 Northpark Dr. and brace this truss in accordance with the following standards and Cutting Detail Reports' available as output from Truswal software, Colo Springs, CO 80907 'ANSI/TPI 1', WTCA 1'- Wood Truss Council of America Standard Design Responsibilities,' BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 psf O.C.Spacing 2- 0- 0 (SCSI 1 -03) and'BCSI SUMMARY SHEETS' by WTCA and TPI, The Truss Plate Institute (TPI) is located at 583 D'Onofno Drive, Madison, TRUSPLUS 6.0 VER: T6.5.52 Wisconsin53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. Bldg Code: IRC -2003 DEFL RATIO: L/240 TC: L/18 Job Name: 0038 -07 WAKNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Truss ID: T17 Qty: 1 BRG X -LOC REACT SIZE REQ'D TIC 2x6 DFL 240OF -2.OE Web bracing required at each location shown. UPLIFT REACTION(S) : are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads 1 0- 2 -12 2942 5.50" 4.22 BC 2x4 SPF 165OF -1.5E ® See standard details (TX01087001 -001 rev1). Support C&C Wind Main Wind Non -Wind is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise 2 25- 2- 8 2923 7.00" 4.19" WEB 2x4 SPF 1650F -1.5E Designed per ANSI/TPI 1 -2002 1 -78 lb -57 lb Rep Mbr Bnd / ComP / Tens BRG REQUIREMENTS shown are based ONLY Lumber shear allowables are per NDS. This design does not account for long term 2 -77 lb -57 lb 'ANSI/TPI 'BUILDING on the truss material at each bearing Refer to Joint QC Detail Sheet for time dependent loading (creep). Building Hip -Drop : 0 -1 -13 . ng MAX DEFLECTION (span) : Maximum Rotational Tolerance used Designer must account for this. This truss is designed using the Wisconsin 53719, TheAmeicanForestandPaperAssociation( AFPA) islocatedat111119thStreet ,NW,Ste800,Washington,DC20036. L/999 MEM 8 -9 (LIVE) LC 26 IRC /IBC truss plate values are based on THIS DESIGN IS THE COMPOSITE RESULT OF ASCE7 -02 Wind Specification L= - 0.20" D= -0ES: T= - 0.36" testingg and approval as required by IBC 1703 MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 CRITICAL MEMBER FORCES: and ANSI/TPI and are reported in available IF HANGERS ARE INDICATED ON THIS DRAWING, Truss Location = Not End Zone Tc COMP.Syj(WR.))/ TENS. CSI documents as ER -1607 and ESR -1118. THEY ARE BASED ON 1.5" HANGER NAILS FOR Hurricane/Ocean Line No Ex Cate or = 81190 B }SjDUR.2 {j a 5 - i63i(i.o�o)j 39(i.5o} 0.73 APgCE7a080SPOf LCeD=1.000, Bc COMP.(WR. / TENS.(DUR. CSZ ICR1T00, Ct = 1.10 End verticals are designed for axial loads HANGERSNMUST2BENRE- EVALUATED(BYSOTHERS). Drainage must be provided to avoid ponding. TPInStandardiOctupancytlDead9Loadih psf Designed as Main Wind Force Resisting System s -7 0(1.00/ 0(1.003 0.44 only unless noted otherwise. -Web lumber listed as "WW SPECIAL" is - Low -rise and Components and Cladding 7 -6 a1 1.60 / 163a 1.00 0.70 Extensions above or below the truss profile any of the following three grades: Tributary Area = 51 sqft s -9 0 1.00 / 0 1.00 0.46 (if any) have been designed for loads STUD WW WB CON'* . / TENS . WR. CSI indicated only. Horizontal loads applied at STANDARD WW 1 -6 -2617 1.00 / 113 1.60 0.85 the end of the extensions have not been #2 WW (OR BETTER) 1 -7 -59 1.60 / 2504 1.00 o.a7 considered unless shown. A drop -leg to an IDU' 2 -7 -1750 1.00 / 137 2 -e -20 1.60 / 25 1.60 0.55 1.60 0.01 otherwise unsupported wall may create a 4 -8 -1739 1.00 / 141 1.60 0.5a h hinge effect t at requires additional design 5 -8 -61 1.60 / 2525 1.00 0.47 consideration (by others). 5 -9 -2598 1.00 / 112 1.60 0.85 10 -3 -0 W6X8 W3X6 S =W6X8 W2.5X4 W6X8 W4X4 -1- .. 1 ".. W4X4 B1 W:508 R:2942 U: -78 25 -6 -0 6 7 8 9 10 -3 -0 B2 W:700 R:2923 U: -77 A17 connector plates are Truswal 10 ga. unless preceded by "W" for Wave 10 ga., "MS" for HS 10 ga., "S" for 55 33 ga. fray Alpine; or preceded by "MX" for TWX 10 ga. or "N" for 16 ga. fraw Truswal, positioned per Joint Detail Reports. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). WAKNINURead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: HARBERT ED -KEVIN This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer W0: D ri ve_J_0038- 07_L000O6_J 00001 .._._. ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r : GNC #LC = 27 WT: .721# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TIC Live 80.00 psf Li veDu r L =1.00 P=1. CC utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord In/HOL ESA L E is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise TIC Snow 61.60 psf SnOWDU r L =1.00 P =1.0l- ® TRUSS noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle. install TIC Dead 15.00 psf Rep Mbr Bnd / ComP / Tens and brace this truss in accordance with the following standards, 'Joint and Cutting Detail Reports' available as output from Truswal software, BC Live 0.00 psf 1.15 / 1.10 / 1.0 4445 Northpark Dr. 'ANSI/TPI 'BUILDING BC Dead 10.00 C C. Spaci 2- 0- 0 Colo Springs, CO 80907 1', WTCA 1'- Wood Truss Council of Amedce Standard Design Responsibilities, COMPONENT SAFETY INFORMATION'- psf . ng (BCSI 1 -03) and 'BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofno Dave, Madison, TRUSPLUS 6.0 VER: T6.5.52 Wisconsin 53719, TheAmeicanForestandPaperAssociation( AFPA) islocatedat111119thStreet ,NW,Ste800,Washington,DC20036. Bldg Code: IRC -2003 DER RATIO: L/240 TC: L /18 Job Name: 0038 -07 A77 connector plates are Truswal ZO ga. unless preceded by "H" for Wave ZO ga., "HS" for HS ZO ga., "S" for SS 18 ga. free Alpine; or preceded by "MX" for TWMX 20 ga. or "H" for 16 ga. free Truswal, positioned per Joint Detail Reports. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). Truss ID: T18 Qty: 3 BRG X -LOC REACT SIZE REQ'D TC 2x8 DFL 225OF -1.9E Designed per ANSI/TPI 1 -2002 UPLIFT REACTION(S) : 1 0- 2 -12 11001 5.50" 5.26" BC 26 SPF 165OF -1.5E This design does not account for long term Support C&C Wind Main Wind Non -Wind 2 25- 2- 8 10929 7.00" 5.22" WEB 2x4 SPF 165OF -1.5E time dependent loading (creep). Building 1 -278 lb -124 lb BRIG REQUIREMENTS shown are based ONLY 2x4 WW SPECIAL 2 -8, 8 -3 Designer must account for this. 2 -276 lb -123 lb on the truss material at each bearing 8 -4 Refer to Joint QC Detail Sheet for Hip -Drop : 0 -1 -13 MAX DEFLECTION (span) : Lumber shear allowables are per NOS. Maximum Rotational Tolerance used This truss is designed using the L/999 MEM 7 -8 (LIVE) LC 26 IRC /IBC truss plate values are based on THIS DESIGN IS THE COMPOSITE RESULT OF ASCE7 -02 Wind Specification L= - 0.17" D= - 0.05" T= - 0.22" testlny and approval as required by IBC 1703 MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor = 1.00 CRTrICAL MEMBER FORCES: and ANSI /TPI and are reported in available IF HANGERS ARE INDICATED ON THIS DRAWING, Truss Location = Not End Zone 7C COMP, DOR. / TENS.(DUR.) CSI 1 -2 -6217 1.00 / 0.38 documents as ER -1607 and ESR -1118. THEY ARE BASED ON 1.5" HANGER NAILS FOR Hurricane /Ocean Line = No Exp Category = B 2-3 -e251 l.00 / 0.39 Loaded for 10 PSF concurrent BCLL. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY Bldg Length = 99.00 ft, Bldg Width = 50.00 ft 3 -4 -8251 1.00 / 0.39 ASCE7 -02 SNOW LOAD DESIGN CRITERIA: GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Mean roof height = 24.38 ft, mph = 90 4 -5 -6279 1.00 / 0.39 Pg = 80 psf, Ce =1.00, I =1.00, Ct = 1.10 HANGERS MUST BE RE- EVALUATED (BY OTHERS). TPI Standard Occupancy, Dead Load = 11.0 psf ec COMP.<WR,)/ TENS.(DUR.) CSI Drainage must be provided to avoid ponding. -Web lumber listed as "WW SPECIAL" is Designed as Main Wind Force Resisting System 6 -7 0(1.00)/ 0.03 Permanent bracing is required (by others) to any of the following three grades: - Low -rise and Components and Cladding 7 -8 / 6404(1.00) 0.29 prevent rotation /toppling. See BCSI 1 -03 STUD WW Tributary Area = 209 sgft e -9 / 6465(1,00) 0.29 and ANSI/TPI 1. STANDARD WW - LOAD CASE #1 DESIGN LOADS --------------- - 9-10 0(1.00)/ 0.03 End verticals are designed for axial loads #2 WW (OR BETTER) Dir L.Pif L.Loc R.Plf R.Loc LL /TL WE COMP. <WR.) / TENS.(DUR.) csi only unless noted otherwise. TC Vert 820.00 0- 0- 0 820.00 25- 6- 0 0.78 1 -6 - 10682(1.00)/ 0.64 Extensions above or below the truss profile BC Vert 20.00 0- 0- 0 20.00 25- 6- 0 0.00 1 -7 / 10484(1.00) 0.65 (if any) have been designed for loads 2 -7 - 8287(1.00)/ 0.50 2 -8 / 3141(1.00) 0.96 indicated only. Horizontal loads applied at + + + + + + + + + + + + + + + + + + + + + + 3 -8 - 4826(1.00)/ 0.76 the end of the extensions have not been Nail pattern shown is for PLF loads and a -e / 303e(l.00) 0.93 considered unless shown. A drop -leg to an point loads converted to PLF loads only. 4-9 - 8254(1.00)/ 0,49 otherwise unsupported wall may create a Concentrated loads MUST be distributed to 5 -9 / 10496(1.00) 0,65 5 -10 - 10612(1.00)/ 0.64 hinge effect that requires additional design each ply equally. Multi -ply with hangers are consideration (by others). based on hanger nails using 3.0" nails min. 1 2 3 4 5 into the carrying member. If shown, use additional fasteners for point loads from the back plyst distributed symm. around the hanger in the chords. Use an Y other approved detail (by others). W8X10 W6X8 W10X12 W5X6 W8X10 IF Z.5 GUN NAILS ARE USED, ANY NAIL CLUSTER AMOUNTS SHOWN MUST BE INSTALLED FROM THE FRONT AND BACK FACE EQUALLY (TOTAL NAILS = DOUBLE THE AMOUNT SHOWN). 3 -PLYS 10d = 10d NAILS, SOS = Simpson SDS screws REQUIRED or equivalent substitute. ( *) = Special Connection Req. (by others) + + + + + + + + + + + + + + + + + + + + ++ 8 -9 -0 8- -0 W3X6 .. r.,, W3X6 131 W:508 R:11001 U: -278 25 -6 -0 r6 7 8 9 10 3 -PLY! Nail w /10d BOX, stag Bred (per NDS) in: TC- 4 BC- 2 WEBS - 2 PER FOOT! ** Nail in layers or from each face. Cluster screws, if shown, are 4.5" long. 62 W:700 R:10929 U: -276 A77 connector plates are Truswal ZO ga. unless preceded by "H" for Wave ZO ga., "HS" for HS ZO ga., "S" for SS 18 ga. free Alpine; or preceded by "MX" for TWMX 20 ga. or "H" for 16 ga. free Truswal, positioned per Joint Detail Reports. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). 'atRietl ` 3/20/2007 WAR I Read all notes on this sheet and give a copy of it to the Erecting Contractor, Cust: HARBERT ED -KEVIN This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer W0: D ri ve_J_0038- 07_L00006_J 00001 ^ and clone in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r : GNC #LC = 27 WT: 7.72# are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 80.00 psf Li veDu r L =1.00 P =1.00 utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord WHOLESALE is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached. unless otherwise TC Snow 61.60 psf SnowDu r L =1.00 P =1.00 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 15.00 psf Rep Mb r Brill / Comp / Tens ® TRUSS environment that will cause the moisture content of the wood to exceed 19% and /or cause connector plate corrosion. Fabricate, handle, install 1 4445 Or. and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software, BC Live 0.00 psf 1.15 / 1.10 / i0 Colo Springs, CO 80907 Springs, ' ANSI /TPI 1', WTCA 1'- Wood Truss Council of America Standard Design Responsibilities, 'BUILDING COMPONENT SAFETY INFORMATION'- BC Dead 10.00 psf O.C.Spacing 2- 0- 0 (Wisconsin 1 -03) antl'BCSI SUMMARY SHEETS' by WTCA and 7P1. The Truss Plate Institute (TPI) is located at 583 D'Onofno Drive, Madison, TRUSPLUS 6.0 VER: T6.5.52 Wisconsin 53719, The American Forest and Paper Association( AFPA) is located at 111119th Street, NW, Ste 800, Washington, DC 20036, Bldg Code: IRC -2003 DEFL RATIO: L/240 TC: L418 TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Permit #: A07 -0039 Job Address: 1404 MORAINE DR VAIL Status ...: ISSUED Location.....: 1404 MORAINE DR Applied..: 05/22/2007 Parcel No...: 210312209002 Issued . .. 06/06/2007 Project No Expires. .: 12/03/2007 OWNER GISH, AMY BECHER 05/22/2007 1850 LIONSRIDGE LP VAIL CO 81657 APPLICANT SUPERIOR ALARM AND ELECTRONI05 /22/2007 Phone: 970 - 926 -8788 P.O. BOX 4910 EDWARDS CO 81632 -4910 License: 429 -S CONTRACTOR SUPERIOR ALARM AND P.O. BOX 4910 EDWARDS CO 81632 -4910 License: 429 -S ELECTRONI05 /22/2007 Phone: 970 - 926 -8788 Desciption: INSTALLATION OF FIRE ALARM SECURITY SYSTEMS Valuation: $5,500.00 ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEE SUMMARY ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Electrical --------- > $0.00 Total Calculated Fees - -> $438 .2 5 DRB Fee --------- > $0.00 Additional Fees ---------- > $0.00 Investigation ---- > $0.00 Total Permit Fee--- - - - - -> $438.25 Will Call --------- > $0.00 Payments------------------ > $438.25 TOTAL FEES - -> $438.25 BALANCE DUE--- - - - - -> $0.00 ****************************************************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Approvals: Item: 05600 FIRE DEPARTMENT 06/05/2007 DRhoades Action: AP Approved as noted: 1. Heat detector(s) required in all accessible storage areas and in all accessibif crawlspaces. 2. One set of stamped, approved plans must remain on -site. 3. Add a heat detector to the elevator equipment room. 4. Beam depths in MBR not shown. May require additional devices (fieid inspection: determine). ****************************************************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CONDITIONS OF APPROVAL ****************************************************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS N ADVANCE BY E PHONE AT 479-2135 FROM 8:00 AM - 5 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER TOWN OF VAIL, COLORADO Statement Statement Number: R070000898 Amount: $438.25 06/06/200702:43 PM Payment Method: Check Init: LT Notation: Superior Alarm /ck 3863 ----------------------------------------------------------------------------- Permit No: A07 -0039 Type: ALARM PERMIT Parcel No: 2103 - 122 - 0900 -2 Site Address: 1404 MORAINE DR VAIL Location: 1404 MORAINE DR Total Fees: $438.25 This Payment: $438.25 Total ALL Pmts: $438.25 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 FIRE ALARM PERMIT FEES 206.25 PF 00100003112300 PLAN CHECK FEES 232.00 APPLI TION WILL NOT BE ACCEPTED IF INCOMPLETE OR owl Alarm r"Iif TOW OF OVAIJ TOWN OF VAIL FIRE ALARIVE PER MAT Commercial & Residential Fire Alamn of 75 S. Frontage Rd. a the 2pplication submittal and altast �� '1�cltulj'e "'n d Vail, Colorado 81657 page of this form. Apr ,1;c:-AJcjv vviti E� ilE information. CONTRACTOR Fire Alarm Contractor: Town of Va i I T_g.-Zw0 F E-Mail Address: Contractor Signature: VALUATIONS FOR ALARM PERMIT Fire Alarm: $ Contact Eagle County Assessors Office- at 970-328-8640 or visA4 Parcel # l -3 Job Name: P�-- - C. H Legal Description =Block: Owners Name',,, s ry, -]Fkl- dr Engineer: Filing: Detailed Location of work: (i.e., floor, unit #, bldg. #) ption Work Class: New Addition( Remodel( Repair -, Type of Bldg.: Single-family (X Two-family Multi-larni�y 1 Odlei No. of Existing Dwelling Units in this building: SO! J- __ - NO Does a Fire Alarm Exist: Yes No r !0C_ r **************FOR OF", IATAMAC1471 Other Fees: 13 Public Way Permit Fee: Accep_ ? i t Occupancy Group: or. L-41 Qjgd(24=Wz� - F:\cdev\FORMS\PERMrTS\Fire\alarm-perm_12-05-05.doc M 7 1 - lwcw�--C-MIR -1-"T . eza� %* -TU09 4. cQQ27 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Job Address: 1404 MORAINE DR VAIL Location.....: 1404 MORAINE DR Parcel No...: 210312209002 Project No OWNER GISH, AMY BECHER 1850 LIONSRIDGE LP VAIL CO 81657 APPLICANT LYON ELECTRIC PO BOX 1237 VAIL COLORADO 81658 License: 381 -E CONTRACTOR LYON ELECTRIC PO BOX 1237 VAIL COLORADO 81658 License: 381 -E 10/31/2006 Permit #: E06 -0233 >b� ���`� Status ...: ISSUED Applied. 10/31/2006 Issued . .. 11/02/2006 Expires . .: 05/01/2007 10/31/2006 Phone: (970) 376 -4357 10/31/2006 Phone: (970) 376 -4357 Desciption: SERVICE FOR TRANSFORMER, COMPLETE ROUGH IN AND TRIM OF THE VOLTAGE ELECTRIC ONLY Valuation: $0.00 Square feet: 8000 *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEE SUMMARY **************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Electrical --------- > $362.25 Total Calculated Fees - -> $365.25 DRB Fee --------- > $0.00 Additional Fees ---------- > $0.00 Investigation ---- > $0.00 Total Permit Fee--- - - - - -> $365.25 Will Call --------- > $3.00 Payments ------------------ > $365.25 TOTAL FEES - -> $365.25 BALANCE DUE--- - - - - -> $0.00 Approvals: Item: 06000 ELECTRICAL DEPARTMENT 10/31/2006 shahn Action: AP Item: 05600 FIRE DEPARTMENT CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. 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 stricture according to the towns zoning and subdivision codes, design review approved, International Building and Refflential C es a/d other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADI PM. ADVANCE BY TELEPHONE AT 479 -2149 OR AT OUR OFFICE FROM 8:00 AM - 4 TOWN OF VAIL, COLORADO Statement Statement Number: R060001871 Amount: $365.25 11/02/200601:17 PM Payment Method: Check Init: LC Notation: #146581 (MONEY ORDER) LYON ELECTRIC ----------------------------------------------------------------------------- Permit No: E06 -0233 Type: ELECTRICAL PERMIT Parcel No: 2103 - 122 - 0900 -2 Site Address: 1404 MORAINE DR VAIL Location: 1404 MORAINE DR Total Fees: $365.25 This Payment: $365.25 Total ALL Pmts: $365.25 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- -- ----- - - - - -- EP 00100003111100 ELECTRICAL PERMIT FEES 362.25 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI Project #: - �CJ Building Permit #: (o 0 33 Ll� Electrical Permit #: —IM OF a 970 - 479 -2149 (Inspe ns 75 S. Frontage Rd. Vail, Colorado 81657 TOWN OF VAIL ELECTRICAL PERMIT APPLICATION CONTRACTOR INFORMATION Electrical Contractor* 11 Town of Vail Reg. No.: Contact Person and Phone #'s: E -Mail Address:n 1�� I ��lr "L_ . ��� : Fax #: Contractor Signature: COMPLETE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Materials) AMOUNT OF SQ FT IN STRUCTURE: ELECTRICAL VALUATION: $a`j% Contact Eagle County Assessors Office at 970 - 328 -8640 or visit www, eqqle-countv , com for Parcel # Parcel # Job Name: IFb Address: o.i L)� Legal Description Lot: Block: ]Filing: Subdivision: n�n��` Owners Name: W Address: Ph one: 1--n ��3Z Engineer: Address: Phone: Detailed description of work: 5 L o f r"✓vler in c, e° Work Class: New Addition ( ) Remodel( ) Repair ( ) Temp Power ( ) Other ( ) Work Type: Interior ( ) Exterior ( ) Both Does an EHU exist at this location: Yes( ) No (X� Type of Bldg.: Single - family Duplex ( ) Multi- family ( ) Commercial( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Is this permit for a hot tub: Yes No ` Does a Fire Alarm Exist: Yes( ) No (n Does a Fire Sprinkler System Exist: Yes( ) No ( * ** * * * * * * * * * * * * * * * * * * ** * ** *FOR OFFICE USE Other Fees: Date Received: DRB.Fees',ti , Accepted By: Planner Sign-off: r r F: \cdev \FORMS \PERMITS\ Building \electical _permit_11- 23- 2005.DOC Page 1 of 2 11/23/2005 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2138 Job Address: Location.....: Parcel No...: Legal Description: Project No : NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT 1404 MORAINE DR VAIL 1404 MORAINE DR 210312209002 ­;i>-q-50 4 _ 0 t'k ,_1 OWNER GISH, AMY BECHER 1850 LIONSRIDGE LP VAIL CO 81657 APPLICANT WESTERN FIREPLACE SUPPLY, 1685 PAONIA COLORADO SPRINGS COLORADO 80915 License: 323 -M CONTRACTOR WESTERN FIREPLACE SUPPLY, 1685 PAONIA COLORADO SPRINGS COLORADO 80915 License: 323 -M 03/14/2007 Permit #: M07 -0030 $0.00 Total Calculated Fees --- - C 0074 Status ...: ISSUED Applied. 03/14/2007 Issued . .. 03/14/2007 Expires . .: 09/10/2007 IN03/14/2007 Phone: 668 -3760 IN03/14/2007 Phone: 668 -3760 Desciption: INSTALL A WOOD BURNING FIREPLACE WITH GAS LOGS. AND 1 OPEN HEARTH GAS LOG FIREPLACE Valuation: $26,628.00 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 FEE SUMMARY ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * + ** Mechanical --- > $540.00 Restuarant Plan Review - -> $0.00 Total Calculated Fees --- > $678.00 Plan Check --- > $135.00 TOTAL FEES--------- - - - - -> $678.00 Additional Fees------ - - - - -> $0.00 Investigation -> $0.00 Total Permit Fee ---------- > $678.00 Will Call - - - - -> $3.00 Payments ------------------- > $678.00 BALANCE DUE --------- > $0.00 Item: 05100 BUILDING DEPARTMENT 03/14/2007 JRM Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC.. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. 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 FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 479 -2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. ,I SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF TOWN OF VAIL, COLORADO Statement Statement Number: R070000279 Amount: $678.00 03/14/200704:41 PM Payment Method: Check Init: DDG Notation: Western Fireplace 1528 ----------------------------------------------------------------------------- Permit No: M07 -0030 Type: MECHANICAL PERMIT Parcel No: 2103 - 122 - 0900 -2 Site .Address: 1404 MORAINE DR VAIL Location: 1404 MORAINE DR Total Fees: $678.00 This Payment: $678.00 Total ALL Pmts: $678.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- MP 00100003111100 MECHANICAL PERMIT FEES 540.00 PF 00100003112300 PLAN CHECK FEES 135.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 1G APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED TOV Project #: `(7 Building Permit #: *VK, Mechanical Permit #: TOWN 9 970- 479 -2149 (Inspections) 75 S. Frontage Rd. Vail, Colorado 81657 nical Contrac:toj: TOWN OF VAIL MECHANICAL PERMIT APPLICATION Permit will not be accepted without the following: Provide Mechanical Room Layout drawn to scale to include: ❑ Mechanical Room Dimensions ❑ Combustion Air Duct Size and Location ❑ Flue, Vent and Gas Line Size and Locatio 11 Heat Loss Calcs. A407 we 6030 ❑ Equipment Cut /Spec Sheets _ CONTRACTOR INFORMATION k-i UI L � Town of Vail Reg. No.: Contact Person and Phone #'s: II E -Mail Address: _ Fax #: Q'7(--,. 1 n► ,.ck- ��YL'l 11 Contractor Signature: V COMPLETE VALUATION FOR MECHANICAL PERMIT MECHANICAL: $ u- -A ContactEaq /e Countv Assessors Office at rnty. rom for Parre/ .* Parcel 3,Q Job Nam R/; J AdfrJ., . Legal Description Lot: B i ubdivision: , 7 .• _I Owners Nam nn,c),�,-4) Ad Phone: f fT ' ; Engineer: Address: Phone: Detailed description of work: a vr a r � Work Class: New( Addition ( ) Alteration ( vJ Repair ( ) Other( ) , Boiler Location: Interior ( ) Exterior ( ) Other ( ) Does an EHU exist at this location: Yes( ) No ( ) Type of Bldg: Single - family ( Duplex ( ) Multi- family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: JNo_.o_fAccommodation Units in this building: No /Type of Fireplaces Existing: Gas Appliances Gas Los Wood /Pellet Wood Burning No/Type of Fireplaces Proposed: Gas Appliances ( ) Gas Logs (I ) Wood /Pellet ( ) Wood Burning (NOT ALLOWED) Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No( ) * * * * * * * * * * * * * * * * * * * * * ** *FOR OFFICE USE ONLY * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 01/29/2006 12:36 FAX 9708279222 'WESTERN FIREPLACE Z00111.-'004 e SUW E PLY 910 Nottingham Rd. Avon 970 827 9623 970 827 9222 Fax object: permit # M07 -0030r J.R.. Date: 1/29/08 To: J.R. Mondragon Company: TOV Building Department Fax: 479 -21.72 Pages: Four (including this cover) From: Cory Denissen FILE COPY I t� On the ,following pages you will find information on the fireplace installed in the family room at 1404 Moraine Dr. in Vail. You have flagged this to block open the damper. This fireplace has a damper that is integrated in to the gas loft controls. The etas log will not fire if the damper is not in the lolly Upoll pubitiUll. 11115 Uallip" allu 5witUll 15 Atli'/ Ur1l1C LOWU i155C111U1y . 1110 PUYv5 that follow lay out the listings and include the wiring diagram that shows the damper switch :in circuit. The entire manual can be viewed on there web site at www.lzoldenblountinc.com, go to "technical" then "manuals" and you will find the HD5030 -TV. Please let me know if what we need to do to get the finial approved on this fireplace. Thank you, o enissen Western Fireplace Supply, Inc. cc. Rico Didier 01;'29;'2005' 12:57 FAX 9708279222 WESTERN FIREPLACE 2004;'004 When lit for the first time, the appliance will emit a slight odor for an hour or two. This is due to paint and lubricants used In the manufacturing process. The main burner flame characteristics are steady, not Iltting or floating. Typically, the top 314 inch of the pilot generator should be engulfed In the pilot flame. A periodic check of these characteristics Is necessary. CAUTION: THE LOGS CAN GET VERY HOTI HANDLE ONLY WHEN COOL IMPORTANT: THE APPLIANCE AREA MUST BE KEPT CLEAR AND FREE FROM COMBUSTIBLE MATERIALS, GASOLINE AND OTHER FLAMMABLE VAPORS AND LIQUIDS. Visually inspect pilot periodically. Brush or blow away any dust or linen accumulatlons. If pilot orifice is plugged, disassembly may be required to remove any foreign material from orifice or tubing. Venting system should be periodically examined by a qualified service technician or agency to ensure proper air flow. �i?.Il�II;�i1LIr3TI� DAMPER SWITC1( 4 1 � �Q n L..____- 0"UMI& wu. rata of tapes WARNING: Do MOT' COHNaCT i* -190 VAC TO THe GAS CONTROL VALYL OR CONTROL 'WIRING SYSTEM OF THIS UNIT. 14 01,}29/2009 12 57 FAX 9708279222 WESTERN FIREPLACE [� 003;'004 The design of this FIREPLACE ACCESSORY has been tested and Is listed with CSA INTERNATIONAL In accordance with THE AMERICAN NATIONAL STANDARDS INSTITUTE - ANSI Z21.50, CSA Test Report No. 188842- 1049553, This manual serves only as a basic guldellne for Installation and use of this firebox and gas piping. The complete Installation must be In accordance with local codes and ordinances, or, in the absence of local codes, with the American National Standards Institute National Fuel Gas Code Z223.1 latest edition. GENERAL INFORMATION MODEL HD5030 -TV IS A TOP- VENTED GAS FIREPLACE. IT IS DESIGNED TO BURN BY DRAWING COMBUSTION AIR FROM THE ROOM THE UNIT IS INSTALLED IN AND /OR THE OUTSIDE AIR KIT PROVIDED WITH THIS APPLIANCE. THE EXHAUST FLUE GASES ARE TO BE VENTED THROUGH THE TOP -VENT USING 10" B -TYPE GAS VENT PIPE. THE CONTROL SYSTEM IS A MILLIVOLT TYPE THAT INCLUDES A ON -OFF SHUT -OFF VALVE, A GAS CONTROL VALVE, A STANDING PILOT LIGHT ASSEMBLY, PIEZO IGNITOR AND ON -OFF ROCKER SWITCH. WARNING: THIS UNIT IS NOT FOR USE WITH SOLID FUEL, NOTE: INSTALLATION AND REPAIR SHOULD BE DONE BY A QUALIFIED SERVICE PERSON. THE APPLIANCE SHOULD BE INSPECTED BEFORE USE AND AT LEAST ANNUALLY BY A L/UC 1 V L:AI,COO1vC L11-6 f nvM Vmmr -b i nVO, br_0011Vi1 IVIn1 ChIAL, C f V. i ii7 ivir -cn^t IvC THAT THE UNITS CONTROL COMPARTMENT, BURNERS, AND CIRCULATING AIR PASSAGE -WAYS BE KEPT CLEAN TO PROVIDE ADEQUATE COMBUSTION AND VENTILATION AIR. NOTE: B -Vent appliances are not designed to operate in negatively pressured environments (pressure within the home is less than pressures outside). Significant negatively pressured environments caused by weather, home design or other devices may impact the operation of this appliance. Negative pressures may result in poor flame appearance, sooting, damage to property and /or severe personal injury. Do not operate this appliance in negatively pressured environments. CLEARANCES REQUIRED MINIMUM CLEARANCES FOR THE FIREBOX ARE: 1/2" ON THE SIDES AND BACK AND 0 AT THE BOTTOM. TOP CLEARANCE IS 3" WHICH IS THE HEIGHT OF TOP STANDOFFS, SEE FIGURE 7.1 FOR FRAMING DIMENSIONS. NOTE: PROVIDE ADEQUATE CLEARANCES AROUND AIR OPENINGS INTO THE COMBUSTION CHAMBER, NOTE: ADEQUATE ACCESSIBILITY CLEARANCES FOR SERVICING AND PROPER OPERATION MUST BE PROVIDED IN ACCORDANCE WITH ANSI Z21.50 1998. 4 01/29/2009 12:56 FAX 9708279222 WESTERN FIREPLACE INSTALLER/CONSUMER RETAIN THIS APPLIANCE MANUAL WITH THE INSTALLED APPLIANCE r INSTALLATION AND OPERATING INSTRUCTIONS GOLDEN BLOUNT EL GRANDE MODEL HD5030 -TV TOP -VENT FIREPLACE CSAAPPROVED FOR NATURAL GAS OR PROPANE GAS WARNING: If the Information In these Instructions Is not followed exactly, a fire or explosion may result causing property damage, personal injury or death. — Do not store or use gasoline or other flammable vapors qind liquids in the vicinity of this or any other appliance. — WNATTO DO IF YOU SMELL GAS: • Do not try to light any appliance. • Do not touch any electrical switch; do not use any phone In your building. • Immediately call your gas supplier from a neighbor's phone. Follow the gas supplier's instructions. If you cannot reach your gas suppiler, call the fire department. — Installation and service must be performed by a qualified installer, service agency or the gas supplier. MANUFACTURED BY: f!� 4301 WESTGROVE DRIVE AIJUISON, TX 75001 Z002/004 $olo us ■ The Flue Damper must be In the full open position when burning the gas logs. ■ This fireplace is to be burned only with the gas log set supplied with the fireplace. Burning other Items could cause a fire hazard or injury. ■ For best results, Natural Gas pressure should be 7" to 12" W.C. and 11" W.C. for Propane Gas. ■ To simulate real wood burning, the gas burner is designed to burn a yellow flame. It Is normal for the logs to soot - up. The soot can be easily removed with a vacuum cleaner or soft brush. ■ Check the label on the firebox to assure the proper gas type. Never use anything but the correct gas type for your fireplace. This appliance complies with National Safety and Is tested and listed to ANSI Z21.50A - 1998 as Vented Gas fireplaces. Installation must conform to local codes. In the absence of local codes, installation must conform with the current National Fuel Gas Code, ANSI Z223.1. Massachusetts State Code requires damper to be welded open or removed. TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M07 -0110 Job Address: 1404 MORAINE DR VAIL Status ...: ISSUED Location.....: 1404 MORAINE DR Applied..: 06/22/2007 Parcel No...: 210312209002 Issued . .: 06/28/2007 Legal Description: Expires. .: 12/25/2007 Project No : OWNER GISH, AMY BECHER 1850 LIONSRIDGE LP VAIL CO 81657 APPLICANT SKYLINE MECHANICAL P.O. BOX 1258 GYPSUM CO 81637 License: 121 -M CONTRACTOR SKYLINE MECHANICAL P.O. BOX 1258 GYPSUM CO 81637 License: 121 -M 06/22/2007 06/22/2007 Phone: 970 - 524 -6809 06/22/2007 Phone: 970 - 524 -6809 Desciption: VENTILATION/HUMIDIFICATION FOR A NEW RESIDENCE Valuation: $8,600.00 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEE SUMMARY ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Mechanical --- > $180 . 00 Restuarant Plan Review - -> $0.00 Total Calculated Fees --- > $228.00 Plan Check --- > $45.00 TOTAL FEES--------- - - - - -> $228.00 Additional Fees------ - - - - -> $0.00 Investigation -> $0.00 Total Permit Fee ---------- > $228. 00 Will Call - - - - -> $3 . 0 0 Payments ------------------- > $228.00 BALANCE DUE --------- > $ o .00 Item: 05100 BUILDING DEPARTMENT 06/22/2007 cgunion Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TO,MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC.. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. 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 FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHON/ AT 479 -2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATUREJ,9F OWNER OR CONTRACTOR FOR HIMSELF AND OWNER TOWN OF VAIL, COLORADO Statement Statement Number: R070001119 Amount: $228.00 06/28/200702:00 PM Payment Method: Check Init: LT Notation: Skyline Mechanical / ck 11023 ----------------------------------------------------------------------------- Permit No: M07 -0110 Type: MECHANICAL PERMIT Parcel No: 2103 - 122 - 0900 -2 Site Address: 1404 MORAINE DR VAIL Location: 1404 MORAINE DR Total Fees: $228.00 This Payment: $228.00 Total ALL Pmts: $228.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts ----- --------- - - - - -- -------------------- ---- - - - - -- ------ MP 00100003111100 MECHANICAL PERMIT FEES - - - - -- 180.00 PF 00100003112300 PLAN CHECK FEES 45.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 Jun �5 2007 7:oonm Skyline Mechanical INC. 970 -524 -0740 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG ED Project #: a r, Building Permit #:A V Mechanical Permit #: 970 - 479 -2149 (Inspect TOWN OF g7�•�1�� ~�I�C J TOWN OF VAIL ME ;HANICAL PERMIT APPLICAT 75 S. Frontage Rd. Permit will not be accepted without the following: Vail, Colorado 81657 Provide Mechanical Room Layout drawn to scale to include: / n Mechanical Room Dimensions Combustion Air Duct Size and Location Z c Flue, Vent and Gas Line Size and Location a Heat Loss Calcs. ❑ Equipment Cut /Spec Sheets f -fix x!79 ESQ con Eaole cnunfr dcm�.r..r,r ��. � ". �..,, —d 163 - P.1 -- W — �� -U-so-rap Le. VF.Pfg www. gg ie- un corn for Pacee/ # Parce! # (Required if no bldg. Permit # is provided above) Jo Narrte: / L64 tKO 9,f 1�°c. Job Address: na /no2R�•vc 0l, Le I scrlption Lot: Block: Filing: Subdivision: 0 ers Name: A rKe Address: S Sv Lt e.vs R r ce ova Phone: En in Address: Phone: Detail escription of work: aN 44 ork C) ss: Newkij""-Addition ( ) Alteration ( ) Repair ( ) Other ( ) Boiler L cation:( rior ( ) Exterior ( ) Other ( ) Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg: Single- Family Duplex ( ) Multi - family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units In this building: No. of Accommodation Units in this building: o e of Fir Existin Gas Appliances Gas Los Wood Pellet Wood Surnln N /Type of Fir Proposed: Gas Appliances ( ) Gas Logs ( ) Wood /Pellet ( ) Wood Burning (NOT ALLOWED) I this a ���ver a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( ) COMPLETE VALUATION FOR MECHANICAL PERMIT (Labor & Materials) MECHANICAL: $ C5 C. 00,00 CONTRACTOR INFORMATION Mechanical Contractor: Town of Vail Reg. No.: lick 1.7r.xx Contractor Signatur * * * * * * * * * * * * * * * * * * * * * ** *FOR OFFICE USE ON er;.Pees• :Planner si n-off: Date Receiwedi P leveryone /forms /m#chperm Contact and Phone #'s: r TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2138 Job Address: Location.....: Parcel No...: Legal Description: Project No : NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT 1404 MORAINE DR VAIL 1404 MORAINE DR 210312209002 oR-.s 6 6 -o(,A OWNER GISH, AMY BECHER 1850 LIONSRIDGE LP VAIL CO 81657 APPLICANT J S & M MECHANICAL, P.O. BOX 09338 AVON CO 81620 License: 246 -M CONTRACTOR J S & M MECHANICAL, P.O. BOX 09338 AVON CO 81620 License: 246 -M 10/02/2006 Permit #: M06 -0269 Status ...: ISSUED Applied ..: 10/02/2006 Issued . .. 10/03/2006 Expires . .: 04/01/2007 INC. 10/02/2006 Phone: 970 - 949 -4500 INC. 10/02/2006 Phone: 970 - 949 -4500 Desciption: INSTALL IN FLOOR RADIANT HEAT SYSTEM Valuation: $60,000.00 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 ************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEE SUMMARY ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Mechanical - -- > $1,200.00 Restuarant Plan Review -- > $0.00 Total Calculated Fees - -- > $1,503.00 Plan Check --- > $300.00 TOTAL FEES--------- - - - - -> $1,503.00 Additional Fees------ - - - - -> $0.00 Investigation -> $0.00 Total Permit Fee ---------- > $1,503.00 Will Call - - - - -> $3.00 Payments ------------------- > $1,503.00 BALANCE DUE --------- > $0.00 Item: 05100 BUILDING DEPARTMENT 10/02/2006 cgunion Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION 304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2003 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC AND CHAPTER 3 OF THE 2003 IFGC.. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6. 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 FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 479 -2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF TOWN OF VAIL, COLORADO Statement Statement Number: R060001600 Amount: $1,503.00 10/03/200602:01 PM Payment Method: Check Init: DDG Notation: JS &M Mechanical 4248 ----------------------------------------------------------------------------- Permit No: M06 -0269 Type: MECHANICAL PERMIT Parcel No: 2103 - 122 - 0900 -2 Site Address: 1404 MORAINE DR VAIL Location: 1404 MORAINE DR Total Fees: $1,503.00 This Payment: $1,503.00 Total ALL Pmts: $1,503.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- MP 00100003111100 MECHANICAL PERMIT FEES 1,200.00 PF 00100003112300 PLAN CHECK FEES 300.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIW(!S6.-it% Project #: Building Permit #: V �� (y `/ Mechanical Permit #: -AAA lk 970 - 479 -2149 (Inspecti ns) M T1DA�VUF�AII, TOWN OF VAIL MECHANICAL PERMIT APPLICATION 75 S. Frontage Rd. Permit will not be accepted without the following: Vail, Colorado 81657 Provide Mechanical Room Layout drawn to scale to include: ❑ Mechanical Room Dimensions ❑ Combustion Air Duct Size and Location ❑ Flue, Vent and Gas Line Size and Location ,a— Heat Loss Calcs. p- Equipment Cut /Spec Sheets CONTRACTOR INFORMATION Mechanical Contractor: Town of Vail Reg. No.: Cont ct and Phone #'s: mam'Ai C41 -Mail Address: - Contractor Si ature: COMPLETE VALUATION FOR MECHANICAL PERMIT (Labor & Materials) MECHANICAL: $ %O, OZ 0 . 0-b Contact Faa /e County Assessors Dfce at 07D- 32R -R64n nr visit www_ aanlP- runty_ rnm for Parcel & Parcel # d /0 3 Job Name: %�' -� 1[3;b Address: /�i Legal Description Lot: Block: Filing: Subdivision: 1 Owners Nam L��sh Address: ��� .� Phone: Engineer: Address: Phone: Detailed description of work: ' Work Class: New Addition ( ) Alteration ( ) Repair ( ) Other ( ) Boiler Location: Interior V-y Exterior ( ) Other ( ) Does an EHU exist at this location: Yes( ) No (kj Type of Bldg: Single- family V) Duplex ( ) Multi- family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: / No. of Accommodation Units in this building: f No/Type of Fireplaces Existing: Gas Appliances Gas Los Wood /Pellet Wood Burning No/Type of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood /Pellet ( ) Wood Burning (NOT ALLOWED) Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No( ) �3" * * * * * * * * * * * * * * * * * * * ** *FOR OFFICE USE ONLY * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Other Fees: Planner Sign-off: Accepted -BY: DRB Fees: Date Received: \ \Vail\ data \cdev \FORMS \PERMITS\MECHPERM.DOC r 07/26/2002 l� TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2138 Job Address: Location..... Parcel No...: Legal Description: Project No : NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT 1404 MORAINE DR VAIL 1404 MORAINE DR 210312209002 �1` TOG —6 (Lj 1 OWNER GISH, AMY BECHER 1850 LIONSRIDGE LP VAIL CO 81657 APPLICANT J S & M MECHANICAL P.O. BOX 9338 AVON CO 81620 License: 280 -P CONTRACTOR J S & M MECHANICAL P.O. BOX 9338 AVON CO 81620 License: 280 -P 10/02/2006 Permit #: P06 -0120 Status ...: ISSUED Applied.. 10/02/2006 Issued . .. 10/03/2006 Expires . .: 04/01/2007 10/02/2006 Phone: 970 - 390 -1138 10/02/2006 Phone: 970 - 390 -1138 Desciption: INSTALL WASTE VENTS, GAS PIPE AND WATER PIPES Valuation: $31,000.00 Fireplace Information: Restricted: ?? # of Gas Appliances: ?? ****** x**************** m**+******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEE SUMMARY Plumbing --- > $465.00 Restuarant Plan Review - -> $0.00 Plan Check --- > $116.25 TOTAL FEES--------- - - - - -> $584.25 Investigation - > $0.00 Will Call - - - - -> $3.00 Item: 05100 BUILDING DEPARTMENT 10/02/2006 JS Action: AP Item: 05600 FIRE DEPARTMENT # of Gas Logs: ?? # of Wood Pallet: ?? Total Calculated Fees --- > $584.25 Additional Fees------ - - - - -> $0.00 Total Permit Fee ---------- > $584.25 Payments ------------------- > $584.25 BALANCE DUE --------- > $0.00 CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. 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 FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 479 -2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. �/ ry TOWN OF VAIL, COLORADO Statement Statement Number: R060001599 Amount: $584.25 10/03/200601:59 PM Payment Method: Check Init: DDG Notation: JS &M Mechanical 4248 ----------------------------------------------------------------------------- Permit No: P06 -0120 Type: PLUMBING PERMIT Parcel No: 2103 - 122 - 0900 -2 Site Address: 1404 MORAINE DR VAIL Location: 1404 MORAINE DR Total Fees: $584.25 This Payment: $584.25 Total ALL Pmts: $584.25 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- PF 00100003112300 PLAN CHECK FEES 116.25 PP 00100003111100 PLUMBING PERMIT FEES 465.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UN I� �_ Project #: V Building Permit #: Plumbing Permit #: 970 - 479 -2149 (Inspecti n 7Y)WNOFVAIL TOWN OF VAIL PLUMBING PERMIT APPLICATION 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACTOR INFORMATION COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials) PLUMBING: $ 3/ CM 'Cu Contact Ea9 /e County Assessors Office at 970- 328 -8640 or visit www. ea4 /e- county, com for Parcel # Parcel # 6 qp 0c)-- Job Name: /1 �s kG eQ� Job Address: f T 7��� Legal Description Lot: Block: Filing: Subdivision: P"Pki-1 �u 0s Owners Name/-/, �► �S� Address: am ��Elone: �/� _ > 3 rj3 LJ Engineer: Address: Phone: Detailed description of wor Work Class: New V, Addition ( ) Alteration ( ) Repair ( ) Other ( ) Type of Bldg.: Single- family X Duplex ( ) Multi- family ( ) Commercial ( ) Restaurant ( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No * * * * * * * * * * ** *FOR OFFICE USE Other Fees: Date Received: DRB Fees: Accepted By: Planner Sign-off: L' [T_�_ 4f if t % r-e-- � \ \Vail\ data\ cdev \FORMS\PERMITS \PLMBPERM.DOC 07/26/2002 11 -10 -2008 Inspection Request Reporting Page 3 4:26 pm Vail, CC) City Of Requested Inspect Date: Tuesday, November 11, 2008 Inspection Area: CG Site Address: 1404 MORAINE DR VAIL 1404 MORAINE DR A/P /D Information Activity: B06 -0174 Type: B -BLD Sub Type: NSFR Status: ISSUED Const Type: 101 Occupancy: Use: V -B Insp Area: CG Owner: GISH, AMY BECHER Contractor: DIAMOND G CAPITAL (970) 479 -5393 Description: NEW CONSTRIJ,C Off � N OF A SINS FAMILY RESIDENCE Reauested InsDeot(On(sl Item: 540/BLDG-Final C/O / Requested Time: 11:00 AM Zequ stor: Mo - Didier Phone: 390 -4101 :om ents: bbldgg and plumbing fi are scheduled - just corrections sig d To: JNDRAGON Entered By: DGOLDEN K ction: Time Exp Corn AIRS OVER 3/8' VARTRNCE ON RISE. )`� ! V k Inspection History Item: 10 BLDG - FOOTING "Approved" ? 09/27/06 Comment: Inspector: JEC Action: AP APPROVED APPROVED GARAGE, & LOWER UPPER HOUSE FOOTINGS. INCLUDkS IJJTERIOR PADS Item: 20 BLDG - Foundation /Steel ** Approved ** f 10/19/06 Inspector: JEC Action: AP APPROVED ,, Comment: All walls Item: 30 BLDG - Framing ** Approved ** 07/05/07 Inspector: GCD Action: CR CORRECTION REQUIRED Comment: 1.ADD LUSS210 TO RAFTERS ON MASTER BED DECK. 2.ADD BRACING TO TRUSSES T16 ABD 17. 3.HAVE ENG REVIEW HIP CONNECTION AT T6 GIRDER TRUSS. 07/10/07 Inspector: JRM Action: AP APPROVED Comment: ITEMS 1 AND 2 APPROVED . ITEM 3 TO BE SUPPLIED TO TOV Item: 22 PLAN -ILC FRAMING ** Approved ** 06/11/07 Inspector: SDH Action: AP APPROVED Comment: Framing ILC approved by Planning staff; all surveyed ridge elevations low per approved plans. (footprint distances to property lines ok as well). Item: 50 BLDG - Insulation ** A proved * 07/16/07 Inspector: JRMp Action: AP APPROVED Comment: WRITING FOR INSUL CERT FROM INSUL VAIL INSULATION APPROVED Item: 60 BLDG - Sheetrock Nail ** Approved ** 06/04/07 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: fireplace chase GYP ONLY 07/27/07 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: PARTIAL SHEETROCK APPROVED GARAGE, MECH ROOM, AND TOP FLOOR OF ELEVATOR SHAFT 08/02/07 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: TOP FLOOR ONLY 08/13/07 Inspector: JRM Action: AP APPROVED Comment: ALL COMPLETE 08/28/07 Inspector: shahn Action: AP APPROVED Comment: EXT LATHE OK. Item: 70 BLDG -Misc. REPT131 Run Id: 8675 11 -10 -2008 Inspection Request Reporting Page 4 Item Item Item Item Item Item Item 09/27/07 Inspector: cdavis Action: NO NOTIFIED Comment: Elevator permit Received and in file 01/18/08 Inspector: cdavis Action: NO NOTIFIED Comment: Final elevator inspectin and approval received From NWCOG 90 BLDG -Final 532 PW -TEMP. C/O "" Approved "* 01/25/08 Inspector: Is Action: AP APPROVED Comment: PW has recieve the Revocable ROW permit. 530 BLDG -Temp. 01/25/08 C/O ** Approved ** Inspector: JRM Action: AP APPROVED Comment: TCO APPROVED 539 PW -FINAL C/O ** Approved ** 09/22/08 Inspector: cdelles Action: AP APPROVED Comment: 540 BLDG -Final C/O 09/22/08 Inspector: GCD Action: CR CORRECTION REQUIRED Comment: MAIN ENTRY STAIRS OVER 3/8" VARIANCE ON RISE. 533 PLAN -TEMP. C/O ** Approved ** 01/22/08 Inspector: bgibson Action: AP APPROVED Comment: too much snow to ins pect landscaping and a chimney flue needs to be painted. 534 PLAN - FINAL C/O ** Approved 01/22/08 Inspector: bgibson Action: DN DENIED Comment: 07/28/08 too much snow to inspect landscaping and a chimney flue needs to be painted prior to c/o Inspector: bgibson Action: AP APPROVED Comment: REPT131 Run Id: 8675 • r.v 01 -23 -2 A/P /D Information Inspection Vail ng Requested Inspect Date: Thursday, January 24, 2008 Inspection Area: CG Site Address: 1404 MORAINE DR VAIL 1404 MORAINE DR Page 41 Activity: B06 -0174 Type: B -BLD Sub Type: NSFR Status: ISSUED Const Type: 101 Occupancy: Use: V -B Insp Area: CG Owner: GISH, AMY BECHER Contractor: DIAMOND G CAPITAL Phone: (970) 479 -5393 Description: NEW CONSTRUCTION OF A SINGLE FAMILY RESIDENCE Requested Inspection(s) Item: 530 BLDG -Temp. C/O Requestor: Ricco - Didier Assigned To: JMONDRAGON Action: Time Exp: Requested Time: 10:30 AM Phone: 390 -4101 Entered By: DGOLDEN K em. 07/05/07 gInspector: GCDpproved Action: CR CORRECTION REQUIRED Comment: 1.ADD LUSS210 TO RAFTERS ON MASTER BED DECK. 2.ADD BRACING TO TRUSSES T16 ABD 17. &HAVE ENG REVIEW HIP CONNECTION AT T6 GIRDER TRUSS. 07/10/07 Inspector: JRM Action: AP APPROVED Comment: ITEMS 1 AND 2 APPROVED. ITEM 3 TO BE SUPPLIED TO TOV Item: 22 PLAN -ILC FRAMING ** Approved ** 06/11/07 Inspector: SDH Action: AP APPROVED Comment: Framing ILC approved by Planning staff; all surveyed ridge elevations low per approved plans. (footprint distances to property lines ok as well). Item: 50 BLDG - Insulation ** Approved * 07/16/07 Inspector: JRM Action: AP APPROVED Comment: WAITING FOR INSUL CERT FROM INSUL VAIL INSULATION APPROVED Item: 60 BLDG - Sheetrock Nail ** Approved ** 06/04/07 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: fireplace chase GYP ONLY 07/27/07 Comment: Inspector: JRM Action: PA PARTIAL APPROVAL PARTIAL SHEETROCK APPROVED GARAGE, MECH ROOM, AND TOP FLOOR OF ELEVATOR SHAFT 08/02/07 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: TOP FLOOR ONLY 08/13/07 Inspector: JRM Action: AP APPROVED Comment: ALL COMPLETE REPT131 Run Id: 7555 l • Inspection History Item: 10 BLDG - Footings /Steel + UFER grd ** Approved ** 09/27/06 Inspector: JEC Action: AP APPROVED Comment: APPROVED GARAGE, UPPER & LOWER HOUSE FOOTINGS. INCLUDES INTERIOR PADS Item: 20 BLDG - Foundation /Steel ** Approved ** 10/19/06 Inspector: JEC Action: AP APPROVED Comment: All walls Item: 21 PLAN -ILC Foundation Plan It 30 BLDG F ** ** em. 07/05/07 gInspector: GCDpproved Action: CR CORRECTION REQUIRED Comment: 1.ADD LUSS210 TO RAFTERS ON MASTER BED DECK. 2.ADD BRACING TO TRUSSES T16 ABD 17. &HAVE ENG REVIEW HIP CONNECTION AT T6 GIRDER TRUSS. 07/10/07 Inspector: JRM Action: AP APPROVED Comment: ITEMS 1 AND 2 APPROVED. ITEM 3 TO BE SUPPLIED TO TOV Item: 22 PLAN -ILC FRAMING ** Approved ** 06/11/07 Inspector: SDH Action: AP APPROVED Comment: Framing ILC approved by Planning staff; all surveyed ridge elevations low per approved plans. (footprint distances to property lines ok as well). Item: 50 BLDG - Insulation ** Approved * 07/16/07 Inspector: JRM Action: AP APPROVED Comment: WAITING FOR INSUL CERT FROM INSUL VAIL INSULATION APPROVED Item: 60 BLDG - Sheetrock Nail ** Approved ** 06/04/07 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: fireplace chase GYP ONLY 07/27/07 Comment: Inspector: JRM Action: PA PARTIAL APPROVAL PARTIAL SHEETROCK APPROVED GARAGE, MECH ROOM, AND TOP FLOOR OF ELEVATOR SHAFT 08/02/07 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: TOP FLOOR ONLY 08/13/07 Inspector: JRM Action: AP APPROVED Comment: ALL COMPLETE REPT131 Run Id: 7555 01 -21 -2008 Inspection Request Reporting Page 45 4:20 pm Vail, CO - City Of Requested Inspect Date: Tuesday, January 22, 2008 Inspection Area: CG Site Address: 1404 MORAINE DR VAIL 1404 MORAINE DR A/P /D Information Activity: M06 -0269 Type: B -MECH Sub Type: ASFR Status: ISSUED Const Type: Occupancy: Use: Insp Area: CG Owner: GISH, AMY BECHER Contractor: J S & M MECHANICAL INC. Phone: 970 - 949 -4500 Description: INSTALL IN FLOOR RADIANT HEAT SYSTEM Requested Inspection(s) Item: 390 MECH -Final Requestor: J S & M MECHANICAL, INC. Comments: Rico 390 -4101 Assigned To: JMONDRAGON Action: Time Exp: Time: 10:00 AM 'hone: 970 - 949 -4500 -or- 970 -390- 5514 •ed By: JSUTHER K Inspection History Item: 200 MECH -Rough ** Approved ** 07/06/OT Inspector: mguntper Action: AP APPROVED Comment: Boielr vents Note: Requires �BOCA) plate for 2" up & down protection at top and bottom plates Item: 310 MECH- Heatinqq Approved ** 11/07/06 Comment: Fns ector: SHAHN Action: PI PARTIAL INSPECTION INSPECTED LOWER LEVEL RADIANT TUBING FOR 100# AIR. 06/22/07 Inspector: NSC Action: DN DENIED Comment: Not ready for inspection 06/25/07 Inspector: shahn Action: PI PARTIAL INSPECTION Comment: PARTIAL RADIANT FOR GARAGE AND STEPS 100# AIR TEST. NEED TO INSPECT REST OF ZONES. BOILER FLUE AND VENTS REQUIRE 1/4" CLEARANCE. 07/02/07 Inspector: shahn Action: PI PARTIAL INSPECTION Comment: REST OF RADIANT FLOOR 100# AIRTEST OK. 09/28/07 Inspector: JRM Action: AP APPROVED Comment: SNOW MELT APPROVED Item: 315 PLMB -Gas Piping Item: 320 MECH - Exhaust Hoods Item: 330 MECH - Supply Air Item: 340 MECH -Misc. Item: 390 MECH -Final REPT131 Run Id: 7543 01 -21 -2008 Inspection Request Reporting Page 46 4:20 pm Vail, CO - Citv Of Requested Inspect Date: Tuesday, January 22, 2008 Inspection Area: CG Site Address: 1404 MORAINE DR VAIL 1404 MORAINE DR A/P /D Information Activity: M07 -0110 Type: B -MECH Sub Type: NSFR Status: ISSUED Const Type: Occupancy: Use: Insp Area: CG Owner: GISH, AMY BECHER Contractor: SKYLINE MECHANICAL Phone: 970 - 524 -6809 Description: VENTILATION /HUMIDIFICATION FOR A NEW RESIDENCE Requested Time: 10:30 AM Phone: 970 - 524 -6809 Entered By: JSUTHER K P` A y4v Inspection History Item: 200 MECH -Rough Item: 310 MECH - Heafing / Item: 315 PLMB -Gas Piping Item: 320 MECH - Exhaust Hoods *" Approved "* 07/02/07 Inspector: shahn Action: AP APPROVED Comment: ROUGH FOR (2) DRYER, HOOD AND 6 BATH OK. Item: 330 MECH - Supply Air Item: 340 MECH -Misc. Item: 390 MECH -Final REPT131 Run Id: 7543 ""A 4-- 11 -10 -2008 Inspection Request Reporting Page 30 4:•26 pm Vail, C_ O - City Of Requested Inspect Date: Tuesday, November 11, 2008 Inspection Area: CG Site Address: 1404 MORAINE DR VAIL 1404 MORAINE DR A/P /D Information Activity: P06 -0120 Type: B -PLMB Sub Type: ASFR Status: ISSUED Const Type: Occupancy: Use: Insp Area: CG Owner: GISH, AMY BECHER Contractor: J S & M MECFJANIGAL___ Phone: 970 - 390 -1138 Description: INST TE,VENTS, 6-AS PIPE AND WATER PIPES m: 290 PLMB -Final Requested Time: 10:30 AM Req stor: Ricco - Didier Phone: 390 -4101 -or- 970 -390- 5514 ;o ments: both bldg and plumbi finals are scheduled -just corrections sig ed To: JMONDRAGON Entered By: DGOLDEN K ction: Time Exp Co ent: PER LEVEL BATH37GROUPS ONLY AP �RI3a,ED Comm LOWS REQ CERTIFICATION. 2.T &P VALVES REQD TO BE PLUMBED SEPERATELY,/`f Inspection Histo Item: 210 PLMB - Underground ** Approved ** 11/01/06 Inspector: shahn Action: APIAPPROVED Comment: 5# AIR TEST. Item: 220 PLMB -Rou h /D.W.V. ** Approved 06/22/07 Inspector: NSC Action: DN DENIED Comment: 06/25/07 provide Nail plates and Fix leak on Mid level call for reinspect. Inspector: shahn Action: AP APPROVED Comment: RIEpNSPECT DWV FOR ALL HOUSE OK. WATER COLUMN TEST. Item: 230 PLMB- Rough/Water ** Approved ** 06/22/07 Inspector: NSC Action: AP APPROVED Comment: water 100 psi 3gauges. Item: 240 PLMB -Gas Piping Approved ** 10/24/06 Inspector: shahn Action: NR NOT READY FOR INSPECTION Comment: 10/25/06 Inspector: shahn Action: PI PARTIAL INSPECTION Comment: THE 1 -1/2" GAS UG POLY INSPECTED FOR 60# AIR TEST FROM METER TO MECH ROOM. 06/22/07 Inspector: NSC Action: AP APPROVED Item: Comment: 250 Gas pipe ok 5 lines 1 gauge 30 psi. Item: PLMB -Pool /Hot 260 PLMB -Misc. Tub Item: 290 PLMB -Final ** Approved ** 01/22/08 Inspector: JRM Action: PA PARTIAL APPROVAL Comment: KIIpCHEN AND UPPER LEVEL BATHS GROUPS ONLY APPROVED 09/22/08 Inspector: GCD Action: CR CORRECTION REQUIRED Comment: 1.BACKFLOWS REQ CERTIFICATION. 2.T &P VALVES REQD TO BE PLUMBED SEPERATELY REPT131 Run Id: 8675 -61k_4� 09 -04 -2008 Inspection Request Reporting Page 17 4:50 pm Vail; CO - City Of Requested Inspect Date: Inspection Area: Site Address: A/P /D Information Activity: E06 -0233 Type: B -ELEC Const Type: Occupancy: Owner: GISH, AMY BECHER Contractor: LYON ELECTRIC Friday, September 05, 2008 1 04 MORAINE DR VAIL 1404 MORAINE DR Sub Type: NSFR Use: Phone: (970) 376 -4357 Status: ISSUED Insp Area: SH Description: SERVICE FOR TRANSFORMER, COMPLETE ROUGH IN AND TRIM OF THE VOLTAGE ELECTRIC ONLY Requested Inspection(s) Item: 190 ELEC -Final Requested Time: 11:00 AM Requestor: LYON ELECTRIC Phone: (970) 376 -4357 Comments: will call Gpc, g 376 -4357 Assigned To: SHAHN Entered By: DGOLDEN K Action: Si Time Exp: 10 Comment: PROVIDE GFI FOR RECEPT WITHIN 6FT OF WET BAR. PROVIDE GFI FOR MASTER TUB. PROVIDE GFI FOR RECEPT IN REC ROOM WATER CLOSET. EXCLUDES HOT TUB Comment: ALL APPROVED EXCEPT HOT TUB NEEDS RECEPT 5 -1 OFT PER NEC 680. %d- Inspection History Item: 110 ELEC - Service ** Approved ** 07/18/07 Inspector: shahn Action: AP APPROVED Comment: Item: 120 ELEC -Rough ** A�ppproved ** 06/28/07 Inspector: SHAHN Action: AP APPROVED Comment: BOND GASTITE CSST PER MANUFACTURER TECH BULLETIN Item: 130 ELEC- Conduit Item: 140 ELEC -Misc. Item: 190 ELEC -Final '*A pproved ** 01/22/08 Inspector: SHAHN Action: PA PARTIAL APPROVAL Comment: OK FOR TCO. PROVIDE GFI FOR RECEPT WITHIN 6FT OF WET BAR. PROVIDE GFI FOR MASTER TUB. PROVIDE GFI FOR RECEPT IN REC ROOM WATER CLOSET. EXCLUDES HOT TUB 08/29/08 Inspector: shahn Action: PA PARTIAL APPROVAL Comment: ALL APPROVED EXCEPT HOT TUB NEEDS RECEPT 5 -1 OFT PER NEC 680. REPT131 Run Id: 8417