Loading...
HomeMy WebLinkAboutApplication-PermitProject Address Garfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81801 - Phone: (970)945-8212 Fax: (970)384.3470 Parcel No. Subdivision Issue Date: 517/2010 Expires: 11103/2010 Section Township Range 3799 HWY 82 GLENWOOD SPRINGS, CO Owner Information 218527100060 Address Phone Cell Holy Cross Energy PO Box 2150 Glenwood Springs CO 81602 970-945-5491 Contractor(s) Phone Primary Contractor JP Construction (303)823-9273 Yes Proposed Construction/Details ADU IRC manufactured single family dwelling on crawl space with attached garage; FEES DUE Fee Amount Manufactured Building Fee 8512,45 Manufactured Building Fee $400.00 Plan Check Fee 8333.09 Total: $1,245.54 Valuation: Total Sq Feet: $ 36, 540.00 1512 FEES PAID Inv Total Paytype Amt Paid Amt Due Inv # BLMF-4-10-20180 $ 1,245.54 Check #131115 Cheek # 131278 $333.09 8912.45 $ 0.00 Required Inspections: For Inspections call: 1(888)868-5306 Inspection IVR See Permit Record Building Department Copy Friday, May 7, 2010 2 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8th Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-82121 Fax: 970-384-3470 / Inspection Line: 970-384-5003 www.garfield-county.com 15 1 Parcel No: (this information is available at the assessors office 970-945.9134) 2 Job Address: (if an addressfhas not been assigned please provide r, Hwy or Street Naive & City) or and legalaldescription y I / 9 //bay 8, xviiG�/�i0 ,�� C® /dies 3 Lot No: r Block No: Subd./ Exemption: —r___. hebona, 4 Clyne): (pr rty owner)Mailing A5_S47f. 9y Addre s: POirOJ( 2,.$"O n/riwoJ os�qf L'4 "lie/ Ph: 9'74-04-.$'"5'77717.14i7-,.ss�s AI/Ph. 5 Con or: • 3 ,PGonsleheenvd Mailing Address!' P /fes arc Ise 0 L s ff e‘'O 0 es -510 Ph: 3,3 -*as -V73 Alt Ph: jao-aijej-_.. ' o_s- 6 Architect / En ineer: AMR elfeleifFr 4161,4474. IVIailing Address: pip iSa 76 7 ©t/'gaef.9N e 6'o 7a/ Ph: X89-727-227.2 Alt Ph: 1'74 S -/7ea 7 Sq. F����ng: Sq. FLAT. Acres of �'V height: r� No. of Floors: 1 8 Use dr Building:,... /� n -e r„ ..)/4,4-. /G/�!� Gam/ 9 DescribeWork: , , ---571-S%fD,&*eh ie l�dilf /�6tef fL Se �,eG�i/,004G'1:,� LP) i C. i l/ 10 Class of Work: )(New ❑ Alteration o Addition 11 Garage: Attached ❑ Detached Septic: / ' o ISDS XCommunity6 /4/ jy(.4.2„Sl 12 Driveway Permit:L ` i Owners valuation of Work: $ �5 Authority. This application for a Building Permit must be signed by letter of authority, signed by the Owner, must be provided A Building Permit cannot be issued without proof of NOTICE the Owner of the property, described above, or an authorized agent. If the signature below is not that of the Owner, a separate with this Application. legal and adequate access to the property for purposes of inspections by the Building Department. Electrical Permit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or Discharge Permit. authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of 180 CERTIFICATION contained above is true and correct. 1 understand that the Building Department accepts the Application, along with the plans based upon my certification as to accuracy. a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, arc not in compliance with County Regulation(s) or any other applicable law. described above, to inspect the work. 1 further acknowledge that the issuance of the Building Permit does not prevent the if any, discovered after issuance; or (2) stopping construction or use of the stnrcture(s) or facility(ies) if such is in violation the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of errors, omissions compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without THE NOTICE & CERTIFICATION ABOVE: Leal Access. Other Permits. Multiple separate permits may be required: (I) State County Highway/ Road Access or a State Wastewater Void Permit. A Building Permit becomes null and void if the work days after commencement. I hereby certify that 1 have read this Application and that the information and specifications and other data submitted by me or on my behalf (submittals), Assuming completeness of the submittals and approval of this Application, the submittals reviewed by the Building Department. In consideration of the issuance of the Building Pannit, I agree that 1 Code, ISDS regulations and applicable land use regulations (County construction or use of the structure(s) and facility(ies), described above, I hereby grant pemftssiot to the Building Department to enter the property, Building Official fiom: (1) requiring the correction of errors in the submittals, of County Regulation(s) or any other applicable law. Review of this Application, including submittals, and inspections of or discrepancies. As the Owner, I acknowledge that responsibility for limitation my architect designer, engineer and/or builder. I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND OWNE A SIGNAT . ' DATE STAFF USE ONLY Special Conditions: Adjusted/Valuation:d] llY�r64J Plan Check�ypFee: J Jr09 Permity�Fee: 1/ 1e21'6 jrt�Marnuu home`Fee: IVB^ Mist Fees: ISDS Fee: --- Total Fees: lM6. 51 Fees Paid: r,09 Balance Due: lig ,•16' BP No & issue Date: ISDS No & Issued Date: -1 obtZ CO's M , Setback: OCC Group: Const Type: Zoning: BLVIV DEPT: - P G DEPT: ` �`+`j/F APPv*v\o,ci AL DATE AP RO� DATE The following items are required by Garfield County for a final Inspection: 1) A final Electrical Inspection from the Colorado State Electrical Inspector. 2) Permanent address assigned by Garfield County Building Department and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all necessary plumbing. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all IBC and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a C.O. for the building identified in the Building Permit. OWNERS S Bapplicationdece T7IG ATURE m r2007 DATE Building Pian Review Description of Work: IRC manufactured single family dwelling on crawl space with attache Bin #: B-6 Location Address: 3799 HWY 82 GLENWOOD SPRINGS, CO General. Information Case Manager: Ken Smith Plan Case Number: BLDG -4-10-6396 Parcel: 218527100060 Application Date: 04/26/2010 Contacts Owner: Holy Cross Energy Applicant: Holy Cross Energy Applicant Phone: 970-945-5491 Email: Building Engineered Foundation Driveway Permit Surveyed Site Plan Septic Permit and Setbacks Grade/Topography 30% V Attach Residential Plan Review List Minimum Application Questionnare Subdivision Plat Notes Fire Department Review Valuation Determination/Fees v Red Line Plans/Stamps/Sticker Attach Conditions Application Signed t7 Plan Reviewer To Sign Application ParcellSchedule No. x/ 40# Snowload Letter - Manu. Homes Soils Report Planning/Zoning r Property Line Setbacks 30ft Stream Setbacks Flood Plain , Building height Toning Sign -off _. _..Road Impact Fees HOA/DRC Approval -`-' Gradeffopography 40% Planning Issues —Subdivision Plat General Comments: 1,600 x09 t6'619" 5W* * X Pa'60 pog .Q 2 24,00 ., ( 2 samt, .00 Monday, April 26, 2010 GARFIELD COUNTY BUILDING AND PLANTING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For MANUFACTURED HOMES In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this. document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. All plans submitted must be in compliance with the 2003 IRC for Residences and 2003 IBC for Commercial Offices and Storage, and 2006 IECC. 1 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each comer of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or more must be shown on site plan. (NOTE Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes t% 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes /Y/i9 3. Does the site plan include any other buildings, setback easements and utility easements? Please refer to Section 5,05.03 in the Garfield County Zoning Resolution if the property you are applying for a building permit on is located on a corner lot. Special setbacks do apply. Yes ✓ 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes /V 5. Have you provided any RESOLUTIONS and/ or LAND USE PERMIT(S) associated with this property? Yes If Yes please provide a COPY. No e/ 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? A Floor Plan of the Modular Unit showing exterior doors is required. Yes 7. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? The building permit application will not be accepted without it. Yes ✓ No 2 8. Will this be the only residential structure on the parcel? Yes No if no -Explain: ld,ee' Z" ip44 e' 4ef5/s/g 9. Have two (2) complete sets of construction drawings been submitted with the application? Yes +� 10. For the placement of a manufactured home, have the following been specified? The size of the unit (min. 20ft. x 20ft.); live roof load (min. 40# could be more depending on elevation of property); wind design (min. wind speed of 90 mph); foundation design; method of anchoring? Yes ,�- 11. Have you designed or had this plan designed while considering building and other construction code requirements? Yes 12. Do your plans comply with all zoning rules and regulations in the County related to your zone district? Yes �✓ 13. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes 14. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes s---- 15. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes ✓^ 16. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30 a.m. and 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes t--' 17. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re -inspection fee? Yes L� 3 18. Are you aware that you are required to call for all inspections required under the 1RC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes ✓ 19. Are you aware that prior to as submittal for a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private/right of way; a County Road and Bridge permit; a Colorado Dept. of Highway Permit including a Notice to Proceed; a permit from the federal government or any combination. You can contact the Garfield County Road & Bridge Department at 625-8601 See phone directory for other agencies. Yes 20. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes 21. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to the submittal of a building permit application? Your attention in this is appreciated. Yes 22. Are you aware that you will need to have your installer obtain an installation inspection as per the State Division of Housing requirements prior to the County building department doing their final inspection? The State will charge a fee for this inspection. Yes 23. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the Uniform Building Code? Yes j 24. Are you aware, that if you receive your water and/or sewer from an Association, a District or Municipality, you will be required to provide the County with a copy of the Tap Permit (or evidence of an exemption) at the time of the building permit application submittal? Yes c --- 25. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes �._.- 4 26. If you anticipate obtaining a water tap from the City of Rifle, please provide a letter indicating that the City will provide water service. No building permit application will be accepted without such a letter. Yes 1 hereby acknowledge that 1 have read, understand and answered these questions to the best of my ability. a Signatur- of Own:' Date Phone: 97-,5:57-2 .- (days); 37f- fs, v (evenings) Project Name: /4/!/ �,�4S.s~ C- i'/C✓ r/,c-' Project Address: 3 7 9 Notes: If any required information is missing delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. bpminregmhMar2009 5 September 15, 2008 To Whom It May Concern: 3799 HIGHWAY 82 • PO, BOX 2150 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-5491 • FAX (970) 945-4081 Please be advised that Andy Montoya, d/b/a Professional Construction Services, has been retained by Holy Cross Energy as Owner's Representative/Construction Manager for Phase 1 of Holy Cross's Glenwood Springs campus expansion. As such, Andy has the authority to sign various required permit applications for the construction of the project for Holy Cross. Sincerely, HOLY CROSS ENERGY /-;,/e/fiwzaz Tim Charlton, General Manager of Support Services TC:vw Montoya A Touchstone Energy' Cooperative May 14, 2010 Andy Schwaller Building Official Garfield County Building Department 108 Eight Street, Suite 401 Glenwood Springs, CO 81.601. Holy Cross Energy 3799 Hwy 82 Glenwood Springs, CO 81601 Re: Building Permit # BLMF-4-10-1528 Mr. Schwaller, 3799 HIGHWAY 82 • PO. BOX 2150 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-5491 • FAX (970) 947-5465 Attached are 2 sets of revised foundation structural drawings, stamped by the structural engineer, for the Manufactured Building, New Single Level at Holy Cross Energy 3799 Hwy 82. The foundation has been changed from an ICE system to a standard 8" concrete wall with R-10 insulation applied to the interior of the foundation wall and waterproofing applied to the exterior of the wall. Respectfully, Andy Montoya Professional Construction Service Owners Representative Holy Cross Energy PH. 970-947-5525 amontoya@holycross.com A Touchstone Energy Cooperative r4. BUAF-441-1528/6421 Holy Cross Energy A sif mann a@ 3799 HWY 82, Glenwood Springs GLENWOOD 5� KUC 11JKAL AND CIVIL, INC 41, Engineers • Constructors May 26, 2010 Holy Cross Energy 3799 Highway 82 Glenwood Springs, CO 81601 Attn: Andy Montoya Re: Caretaker foundation Dear Andy, Project No. 10-277 Per our earlier telephone conversation today, you indicated that you wish to change the depth of the foundation walls for the above referenced project. It is acceptable to change the dimension from the top of the foundation wall to the top of the footing (previously noted as "5`-4" per arch" as indicated on details 1, 2 and 3 on sheet 52.1). The new dimension may be 3'-10" and the top of footing elevation would be 94`-11 7/8". Please be aware that the 36" minimum frost depth to the bottom of footing is still required. Also note that if the exterior grade is less than 3'-9" from the bottom of the footing, no interior back fill is required (see detail 1/S2.1). If we can be of any further assistance, please do not hesitate to contact us. Thank You, GLENW©O ' ST UCTURAL AND CIVIL, INC. Adolf j 0. Gorra, M.S., P.E. Pres°.ent cc: File �Q o c5 baV o. (54/0\' �Ga e� �a� 5 O. Y• ONRL G:1Jobs\Design110277-HG E-Modufari=dn\GeneraF\Let100526.wpd 812 Pitkin Avenue • Glenwood Springs, 0081601 • Phone (970) 928-0135 • Fax (970) 928-9804 May 27, 2010 Andy Schwaller Building Official Garfield County Building Department 108 Eight Street, Suite 401 Glenwood Springs, CO 81601 Holy Cross Energy 3799 Hwy 82 Glenwood Springs, CO 81601 Re: Building Permit # BLMF-410-1528 Mr. Schwaller, [4.4.:( !.. 2010. 3799 HIGHWAY 82 • PQ BOX 2150 GLENWOOD SPRINGS, COLORADO 81602 (970) 945-5491 • FAX (970) 947-5465 Attached is a letter (2 copies) from the Structural Engineer explaining the changes to the foundation wall height for the Single Family Manufactured Building at Holy Cross Energy located at 3799 Hwy 82. We are available to answer any additional questions you may have. Andy Montoya Professional Construction Services Owners Representative Holy Cross Energy PH. 970-947-5525 amontoya@holycross.com A Touchstone Energy' Cooperacive jt,( -114 10 12:15pr C. C. Robinson PE 970 407 7392 p.1 CharIeS C Robinson, PE Fax 970 407 7392 970 493 0178 319 South Grant Avenue, Fort Collins. Colorado 80521 ce.yobinsor e@msn.com Building Inspection And Charles Krueger Wardcraft,limes Fort Morgan, CO 80521 970 542 1700, -1750 ix 'JAW 2 4 2Oi 24 Sone 2010 Subject: Holy Cross Caretaker dwelling, Wacdcrafi pian 4760 This is to amend the original drawings: Sheet A-3; The added footings located at G'-0 and at 6'-9 which are midi span of the 13'-6 and 12'4) t dimensions are omitted, and the floor rim at these spans are 3 each 2410 HP #2 treated. Sheet A-4; The garage door wails are to be anchored with Simpson .D5 as noted on sheet A-2 using 98" diameter all -thread rod with Simpson (orequal) anchoring epoxy adhesive. Charles C. Robinson Ref dwgs 4760 This letter is limited to the specific items ;fisted herein and in noway Implies a certification or complete redesign or Inspection of the structure, Its systems or site work.. Pia liability is assumed farfuture foss of value, marketability or any other loss claim pile: Wardcraft4760, Holy CrossC7:77 dab Reference: 10-031 Permit Card Garfield County Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, CO 81601 Phone: (970)945.8212 Fax: (970)384-3470 POST ON SITE Permit NO. LMS 4 4.O-1528 Issue Date: 517/2010 Expires11103/2010 AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. Manufactured Building Parcel #:218527100050 Owner's Name: Holy Cross Energy Job Address: 3799 HWY 82 GLENWOOD SPRINGS, CO Contractor s JP Construction Phone Primary Contractor (303)823-9273 Yes Owner's Phone: 970-945-5491 Total Square Feet: 1512 Work Description: inspection Scheduling Code :=4 s. .� T zf 1Rraa ctlnr , a r .:trim, ,ff.'s... k..,, r --�5s„ � f ' ""` ,�,�tu. `�zy�S,.,y ��„. ...Vuv ?'+. N:kya a `'•- a.,�. IV ',.. Com le4:06,#�. , ..:..: Nz<- ,. z4�.` zgC,,, ,, - .' FooterS i+ � 1� r e "'. S"N SY ¢�. J�x ys��" P i �. A Foundation Walls $ 0 P Final 2, � /�� T,.C4/ 76 Rough Plumbing d —B 7 O Gas k x 2 r 4 17-"" 7 3`-1/4J L)0 f c /< /Y—/ ( ? ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED Eo Ins ections Call: 1-888-868-5306. . --1--'6-C-7-: �� &/9/ Jim Wilson From: Sent: To: Subject: Attachments: Jim, JP Construction Prater [jpdesk2@hotmail.com] Tuesday, June 15, 2010 2:00 PM Jim Wilson Permit 1528 Holy Cross Energy 3799 Hwy 82 Permit#1528.pdf Attached is the AC (Alternative Construction) Inspection Required Notice for 3799 Highway 82 for Holy Cross Energy. Please sign as soon as possible and return to me; wewould like to have it before the house delivers this Thursday if possible. If you have any questions, please call 303/823-9273. Thank you for your help, Charise Prater 3P Construction 303/823-9273 FAK .3 3-8z3 / The New Busy think 9 to 5 is a cute idea. Combine multiple calendars with Hotmail. Get busy. 1 STATE OF COLORADO DIVISION OF HOUSING AC (alternative construction) INSPECTION REQUIRED NOTICE The following is based on information provided to the Codes Section and may be modified based on the actual findings of the field inspection. DATE: April 6, 2010 c,"'•C() o Bill Ritter OoyernoT Susan Kirkpatrick Executive Director MANUFACTURER: Wardcraft ID NO.: 3467 CONTACT: Heather Glasscock FAX NO.; (970) 542 - 1750 MODEL NO.: 4760 Holy Cross - Caretaker P/A NO.: 512238AC INSPECTION REQUIREMENTS: Check the following onsite work: 1) Cap truss (piggyback truss) installation. 2) Separation of garage and dwelling. 3) Installation of Versa -Lam posts to support LVL roof beams (shown an pages A2 and A4). 4) Smoke/CO alarm in vaulted ceiling. 5) Thermal envelope completion. 6) OSB gussets and 2" x 'i0" on rafter heels in vaulted ceiling portion of home (see page A4) 7) Collar ties (see page A4) 8) Boiler in crawlspace for potable hot water and hydronic heat system Site Address: 3.119 t ts. S l��;i rr lY1 The local building department by signing this form takes responsibility for inspecting the site built construction stated above to approved plans and current codes. Normal permits and fees for these inspections are to be per the focal jurisdiction. State approved plans for Factory Built Construction may be obtained from the Builder/Manufacturer. Building Official Printed Name Building Official Signature Date 6-14-74 A copy of this Notice must be included with the installation instructions and shipped with the unit. Please direct questions to DOH Engineer, @ 303-866-4657. 1313 Sherman Street, Room 321, Denver, Colorado 80203 (303) 866-4616 FAX (303) 866-3072 Job Name: Truss iD: PIG A CRITICAL )SEJSBRR Micas TRUSWAL ® SYSTEMS Bu11dhig Compe14rlts Oraup, Fm. seal N. Meal SW parry. OnrdPnnte, TXMOM TRUSPLUS 6.0 VOR: 75.5.9P TC lee SPF OZ BC 1x11 SPF f2 GBL ELK 2e4 SP1 SrW This design does pot ac sevne for Ion tern ane dependant loading (grttp). aalldiag Desi ser *3333 account for this. TRC1TDC tress P1 ate vat3es are bleed en tel tine and epproveS es reaofred by IBC 7101 and Ah' I/tP1 and are re4Orted in voca i:ile documents ss EA -11007 and ESA .1110, End verticals are designed for acral roads only sales meted otherwise. `E`x Extensions above orbelowthetruss dprof 110 Sidleatedb50713. 11ioeriionl;;id10100dl3Paa]€ed at considered valets shorn. Sage dr p-iegbttonan 0inyretffestathatrrequd ires additional design coed cratfen (by others). Cap 7r.0o3 app14(asjan ((pfRg0yy balk) only. Ref¢r to apfrOprrate detiil(vJ, e---6 1 0-4-7 TYPICAL PLATE: 2X3 1-7.6.s 4-0-0 1-7-6 5-7-6 1 2 Plates outside eht truss perimeter are designed for yyyythe 5ocateon 4lialli only (OO Rol 11 vesigMdege1nAMSi/IPL ] be !2902 d ee f0 lddd. Rorer n Jnini Detail Sheet }er wa31w0A 1311011 3 Ta0g0011 *pp ata T1€IS IPLE ) 1f THE LOwF05IYp RESOLT or 3adT RLE C10 CASES. Leaded for 10 ppiSp tan-cwrcurrent ECLL. kSroLE7.Lsf Sttlii `LAG OESIRI CiIIFEli.A; Pf;„40 It>yf - 3-e. I . 2.0. it Gable verticals are 25 a web material spaced at 411,0 - ace. unless noted 0ehereSee 30 bottom. ter live lead 3x38 regviTed otti*isw€tChs11,10;dli 4r544, ire.:ents /or 3 4.0.0 8.7.6 4 05 F- 511 1-7-6 1-7-6 0-1-8 0.1-8 OVER CONTINUOUS SUPPORT 8.7-5 10-4 $ -5 7 5-7-5 0*8 i Bf 4-0 ---[ 9-7.6 6- -6 S-1 201 connector plates ate i1WilCc Witpa 20 gga., sinless preceded by '11" for Hlgh 5ir4ng(h IO ga. "SS" for Shier Sfangth. Flutes oto to 66 poaittaned per Joint DI all Reports. Cfrc1 * pastes Ind Sabo frame plates era poalt€orad a2 eh0Wn above. Shift Titbit start plates 10 stolid overlap WHh attathseat p01140 or staple). -14 SHiP WARNING Read a!1 notes on this sheet and give a copy of it to the Eroding Contractor. -no deffgm040faa immola€brnlda30Owp0nen4 oat lr0ae Arlen,. R Rat been ocean on speo•Docemae 0 -arida -Shy the campane Atmanu t010140 1:44 dove 1141 eoserdannwnhthe errent+erabnaer TPI and AF2Adealgnaiaodenee, two rfoparxyl*ly ha.svmed for dbnedfbnel accvraey. Otnemtone aro to be eedaed by the senlpenenl manviecunl cod/or tol0Sng dealjner par to febdtavon. The boM1An6 deliver meal ,',aloin €hod Ito loads Wired an ode design meal or exceed les load+oq 00400.4 by the teal UAktrig cede 000 the Ridicule( agglea0on. The desVa...tree• Alt 1b. Ion eherS is Wrath, aced byoke tool of Goo,eMao+hy and the baht. chord is Wanly traced bya dile abeatainomttedalerectly ahechee. unless 01110, eve named. Blaeky shown le for laiereleoppurt ar camponenu markers only lo re0uce WcMA1g len000 Thiscempmerd 010E not be lined in any enceeemenl that wile ee.ta ebe r loom a tureens 01 Hai *coed le sensed 40111 are. °etre connector pule *1lra3an. Febdeen- henna. yatsil and mete Ae0 inns hi accordance web ole Woofed Sn0dfi001.10414 and CIA* Oelad nepodi wadable et ciente nom %ewe;soawere. RNSI P) i'. WfCA 1'- Woad Trois Counc0or.irce lee O3 dant Design ResporaWr es -$0021€003 C Wdp0NENT BAFF.TY FNFOR1407101r- € ase s1E'0CS)SUxexSAgYSHEOTS'et' WTCA and TN. The Tnras Pix. !nations ;Trip located11216 N. Lte steel Sul* 312 Ale»widd., 022.2311, The neserltee f deli and Paper Aetaa0anon (APPA)1 keeled 01 1111 i 099151mi. MN. Ste acv, Waebe,0ian, 01:20036. Qty: 22 is deeig nod ASCE7-OSr4fad Sp0tifitatl00I the Bldg 0)4110303'• Its Intor(an(e Factor . L90 Tract toCattioa = lldt End Ione Hurrl cane/Ocean Lino e NagaCategoryC B ldg Length a 00,09 ft Bl de �J 13th . 0.0o ft h aat roof height . 23.113 ft. rah • so AStE1 7i Standard 0tcypaney, Vesd Load . 12.0 pat Ors loser us Hein Sind Fer(e Resisting Syster Tributary- Low-rise a serf Lige Slots and Cladding �ptn R +te_ 23837 iCoa 312312010 Cost: Holy Cross Caretaker 1,40: Drive,L46xx-holy (r Osgnr: #LC >= 27 Wr: 490 TC Live TC Dead BC Live BC dead TOTAL 40.00 psi 10.00 Psi 0.00 psf 10.00 psf 50.00 psf Bldg Code:IRC-2006 LiveQur 1-1,15 P-1.15 SnowDur 1x1.15 p=1.15 Rep Mbr and / Comp / Tens 1.15 / 1.10 / 1.10 O.C.Spacing 2- 0- 0 OEFL RATIO: 1/240 TC: L/240 Job Name: Truss ID; PIG B Qt . + caltica 0000700 FORCES: TC 2x5 27F 42 BC 2x1 SPF f2 4 L ILa 204 SPF 21110 T (S design dote not ac oat for long OOrm tfhg dependent loading (er4.5)- ao€Sd5ng Basle9rer oast ettaant for this. IPC/IIHC truss plate valves are based on testing and approval as rag0ired 57 111 1703 and As15//001 and ere reycrted €n available document -a of r0-1007 and ESR -1013. Gable verticals are 2a 4 wets udterfal spaced at 24.0 0.t, ba estt noted otherntse. 20 f b0teof tnor ;5ve lead Nor regvi red at2552 tYp4a, ppttr TOC/IRC ragOSref0nts for ticsth lfolt%d seenge, This truss requires adequate sheathing. as designed by others, applied to the truss face providing lateral support for webs in the truss plane and creating shear wall action to resist diaphragm loads. 613 TYPICAL PLATE: 2X3 1-1-1 1-1-1 1 2 7lac0S oetfide thetr., poi -Rooter are designed Ter the ocation s0oa0 only 200 NOT 1:C*E) d ca to trimmed or folded. Beseynedg er *3151/'72 1-2002 Refer to saint Oc 0eta11 Sheet 10,' Mx*** Rotational Tolerants nand 014005*21311A47 IHE oxmasire 005701' OF Loaded for 30 p57 nae-ctnc0rrane 6111. *47E7-05 500154 1.011 0251151 CR12005A: 70 40 f, ce 5 1.0, I . 1.0, (t - 1.10 Mon • 20 pf f End melees ate desieatd For axial load* snip *eleff 0ted 0t arrIle. (F{jrtennpyo7n�l stare or CelpQl* the trips prefile fldicated anvly�HarixOntaldloads loads at the end of the tote siono Have not been considered unless Steam. A drop -lig 00 an etChm+rlse an10Pported *011 nay create s hlnta effect tt3t requires additional design con tderation by others). Cap Truss / Piggyback application Refer 10 appropriate details for bracing and connections. *17. 3 4 5 8 ef`D� 0-1-8 0-1-8 06 OVER CONTINUOUS SUPPORT OTA -8 t 9-1-1 1- 9.10` 7 8 4 [7 10 11 12i 3X5 1-1-1 I 1-1-1 t$ 37 a A0 connector p(atas art MTYIBCa Wave 20 yyi„ unless preceded by "N„ for High Strength 20 ga., 'SS" for Super Strength. Plates ars to be pesltlaned pardolnt Detail Reports. 0(rblbd plates and fates frame plates are poahloned as shown above. 8810 gable stffr1 plates toavold overlap wHh structural ',Fates ;or staple'. P This arose 11 designed otIng the 34100-05 kind SPeriffcatlon 0145 Enclosed . Yes Importance Factor ,. 0.00 Truss Location - VII Zone Hurricane/Ocean Lina r Ha Expp Category . C Billy length - 40.00 ft Bldg N(dth - 20.00 ft Peen roof height w 23.17 ft, mph 90 kSLEI ti Standard 0ecepan5Y 000.10 Lead o 12.0 psf Designed aanndd C�Ccnen CR and GladSSngystr. rrfbvtary Ara* a 18 loft "*Transfer of diaphragm loads by building designer.!4" Wall must be braced to prevent hinge effect. (designed by others) Refer to appropriate gable web bracing detail for bracing gable verticals and uplift reactions. 11 - Indicates gable stud vertical members requiring lateral bracing (designed by others) perpendicular to the plane of the member at 48" o,c. intervals. Bracing is a result of wind load applied to member. (Axial plus bending). TRUSWAL N SYSTEMS liter Buudirrq Components Group, (lac. MOH. 1702 SWPl w. Weld Pt** 'X70260 TRUSPLUS 5.0 VER: T6,5 -9P WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. /hnd07', Ntot anIndlvMv,0,b,1lfnaeelnpnnenllad nnssnstant It Toss beets based onspealica 00(rn0(ed by Rio 0Amponen1 I5f.r72104030 and dont in :co dor...4M 30nsOnt•e3101,5*S 171 and AFPAdnalgn aoedards. HpreepoiR*Ryls assumed for dane.oRnal lt.ura07. 11rsnan5vn. are to no. veto. d by the componerl maroftel aR andlw totaling 005n00 Merle teskallt, the laxafrg do laner nest aeceslsln mal ma load] Vaned on ail defier, marl or tada1d goe loading anpoasd try the Total b,aelny coda and Ins permeable appfeseon. Ina design armlets that on rop eamm is 0mraxybradedbrthe tamoi Nawsneedng and 11•11 tenon, chard is lalerai/bleta4 by 3d2N shr*bdny mtkdal dasdtd aaanivid, videos 011s,via. no€ed. Swing ahewa la lar taterai0uppld s4 compenmta mombere Rolf le read., bar=x0n ]troth- Th{b 077,ponent f11a6 rot be plaesa In any en tionoianl torrid tom* Roe morald:e content orlbe mood to *mind 4510 ardrorda*eaeren error plate conoralort Faidioolp, handle, inata0 ane ninon lido inn, In adderdanon regh rottrainestendud+:'JotrA and Caotlng pate( Repdtle' avSlebk as auopdt Nem Tnrrnalardhora, •ANOIrrPI €, WTCA r - Wood Tnla+ Ca. -odor /Medag 715*4b d Deign rtespono10iro, 1311R376V0 CO147014E00 SAFETY POO I AATOIIr. (13C50 amr0C5i 0 113MARY Nt5FT0'14 MCA and TPI. Thr Trues Plata anotia.% (TPl1 N locMe611216 N. Lae Simi Sudo 312, Alnranana, VA 223100 Thr Amedtan fore xi and Papa. Aeaoet0Hon tAFPAl h'booked *I 14 i1 14ih Saila Mil- Ste apo Wa5Rhglen, €7C 20.735. Lust: Holy Cross Caretaker W0: Drivei4_45xx-holy cr Osgnr: 81.0 7 Wr: 55 TC Live TC Dead 80 Live 8C Dead TOTAL 40.00 psf 10.00 psf 0.00 psf 10.00 psf 50.00 psf 61407 Code:IRC-2006 LiveOur L-1.15 Pn1.15 SrlowDur 1.1,15 P>1,15 Rep flbr Bnd / Comp / Tens 1,15 / 1.10 / 1.10 0.C.Spacing 2- 0- 0 DEFL RATIO: L'240 TC: 1/240 Job Name: CRItltAl, RIM f02CE1t Truss ID: PIG G TRUSWAL SYSTEMS .170111,Buildleo Compoaente Orea2p, ma. 283710 Ortel aw P*ay. Orme/ ewe, pc 75950 TRUSPIUS 6.0 VER: 16.5.9P TC 2x4 SPF e2 3t lZaloO SPF 32 SP; 7003 COT design dues account far lam tern tire dependent loading (creep) building Devisee !wet atroues foIRC[100 011115 plats value, rare based on testing and approval as ran -aired by IHC 1703 and Aa 1/IPI and are reported la avail ab02 dacdaents Da 1R-1007 and ESR -11I1. rable ages/eels are 2x a veh *-trial spaced ac 7a,O 3,.c, vele s ,wted x270 doge. 20 of beats per 0e lwd Hr elate for n c(r tees to 3steril rcgviroamts for an frith jln�ted sterile. Cap Truss / Piggyback application Refer to appropriate details for bracing and connections. 8 -0 TYPICAL PLATE : 2X3 0-11.5 0-11-5 1 Plates out side thy' tress pe Hatter are designed !m the Stleet101 shdm ally (00 KT HOW 1) and 00be 01Stasi or foldod. Pesl9ntd per 034111001 2002 Refer to lelot (3C Detail Sheet (01 I0a115001 notational Tolerance used THIS OESICR 13 TUE (23130SITE AES10.T 0s daded- 10PpGSEon Loaded foe -concurrent 00.L. Chl ERM A5CE7-0.1 11130 L(0 o1.0,i (RTT.0, 0041030, psf, Ce s 1.0, T - 1.0, Lt x 1.10 ldfver .l 7o psf End vertttals ora des£gre18 for aa€sl lends only unless noted othe iso. profile (*Sea Biot *boot or be ea /he trans ( San) ions bean 103 2 ed far toed indica ed Qtly. ascensions loads s Lind at the a or the ssteasen0s ledro tqt;been 100 tops; red artless slam. A .*11. 0023 to a0 hLhei s Vasa ported x017 say create a inge affect that requires additional design consideration (by others), uu) 07 ',I 00 e„ 00 ar d d'£ t 13 N N-4 N 1& 140 2 3 4 5 6 0-1-8 0-1-8 3X5 05 OVER CONTINUOUS SUPPORT O, g 1.4 7 0-11-5 i 0 0-11-5o 8 1 i-5 -t 11 121,,, ci g rash 0€ v1 8 -0 6-5-13 011 conn6ztoflates ere 3TSYSCO Wave 26 ata,, mites, ppreceded by "i4' far Mph Strength Z6 ga, "55" far Super Strength. Pietas ere In bit pet Moiled par Joint 02101(011p*tis. Cirsiad p10022 andfxtte /woe plates are petitioned as shown above. Shlftgable surd plates 10 *VOW overlap len etrueturel plates ter stapl*1, WA-RN/NG Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design Is roe ani0HWwT tecia21g =sponges sot erOassyelem. 0 has been b.edon siassi Ecasy,n presided by Cho- component maate€ewrer and done In Doca13000 1, the cement verelortael TP) end AFPAdeslgn standards, No ,,,00al0ety h essuencei a dbnepslanaiacturacy. rdenen10ns see lobs Wdeea be lie component mamlfaehaer endfor ell2ngde9gner Marto land/moas. The bmld'rgde-Apenl must ascensfn that fie keens ut0ewan trap deign meet 01 nosed els toadang Imposed by Vet bete bel/R0T code and lha p2gonisi 0pplt1aen. The 01010,3, recants rhea -Ens ken sherd is laically braes d by the teat or 0eot morning and the baron/ 3001043 leieteR) braced by*Flp07 :leaning rnsienal((Emery art.ried. Deeradhseedse rated. eracrr(g a0ool M ipr lateral support at eetnpon0Ml enempele anyt01e1a1ce butt -Pug tenpt00 Trot esmp0n1A1 ahafirotba00Aeedla any 1Mlteeentd lhetod0eayse the metMo,.*o0l0nl 011008 eld14-taeeed19%abutter 12VaetuneeelaMA* ceerosket, Fateisede.wansas 001,0 and tease 'het inns let a.eeedanea 3Ah the eeaowing elendssdr lkIM tad Canino OPUS AS treffeb00 R Deepen from Trvswal eafir are. 1011001011'.W0Cnr-wand Truss Cmineisof Amedee S1nd3Mneatgn geeper,3 14 s.'6u1 0110 OOLIPDHEt1T 11734700 171001114301,74-. (0003} and'e091 S(a,@330v SHEETS' byWTCA and TPL The Ten. P1e1. tnsmee (TPh la totaled H 218 M. lee Street Soto 31E, Ahrsaldd3, 000151d The a-mettean Ftnesland Paper esaocfahrsfAPPA23s ixeledci11i11ysh 0b,0( arm s1e Boa Wesmr,piort 70 vox Q 2 - 10,13 true0 €a des;9aCd using the A,7�SCE7.0S Dune Spec/ flea.[tea Hldg Fstcfes(Kd s 0554 Tnpertance fatter - 0.00 Truss nae/Oce,, ine a,NO NVVrricaae/Orem 0.002 - HOEx Category C 0140 LSl5th < 40.00 it 111cg Nideh e.29900 rt 2+100 rOof height a 23 41 Z, nye' t 40 esC37sag III Standard d nd Force Dead Load - 17.0 psf 9esLoa-r es and 11104 Porte Occupancy, (1.3003, - Lor -rise and [1 ta and Caddie* tributary Area « 1a3 leftegft a**Transfer of diaphragm loads by building designer.*** wall must be braced to prevent Tinge effect, (designed by others) Refer to appropriate gable web bracing detail for bracing gable verticals and uplift reactions. This cross requires adequate sheathing, as designed by others, applied to the truss face providing lateral suport for webs in the truss plane and creating shear wall action to resist diaphragm loads. (el Indicates gable stud vertical members requiring lateral bracing (designed by others) perpendicular to the plane of the member at 48" o.c. intervals. Bracing is a result of wind load applied to member, (Axial plus bending). Cast: Holy Cross Caretaker 470: Oriveil„46x--holy cr Osgnr: RLC 27 544 TC Live 40.00 psf TC Dead 10.00 psf BC Live 0.00 psf SC Dead 10.00 psf TOTAL 60.00 psf leg Code:IRC-2006 LiveUur L.1.15 10-1,15 Snow0ur L-1.15 P-1, 15 Rep Mbr Bnd / Comp / Tens 1.15 / 1.10 / 1.10 0.C.Spacing 2- 0- 0 OEFL RATIO: i„../240 TC: = r [zmi-norhltt- ra•ese-s ats Alternative to rafter tie down strap (Rafter tie down strap deleted, due to fastening of truss to rim and wall sheathing /boxing) Provides a tension connection to resist uplift forces. 2x6 Rafter bottom chord Z (1) 16d nail toe nailed on each side of rafter to date Wall top plate - Alternative to rafter tie down strap Rti kr tie down scr;p.dwg 2x6 Upper rim (3) 16d nails fastened through rim and into rafter bottom chord. 4'-6" x 8' -ft" x 'Ni 6" Oriented strand board lengths running horizontal full 4'•0" height picot placed at top. Sheathing fastening. Glued & stapled. Staples are 16 Ga. with 112" crown and 1 -lir" leg. Spacing for staples in on perimeters and joints sball be 3" o.c. and off intermediate studs spacing shall be 6" o.c. Staples should be placed so that they fasten into framing member. B-FCRM SERIES INSULATED ALUMINUM FIRE DOOR - 2 HOUR SPECIFICATIONS: • TESTED TO NFPA 288 (FORMERLY UNDER ASTM E-119) s WARNOCK HERSEY LISTED FOR 2 HOUR RATING • OPEN ASSIST BALANCED TO REQUIRE NO MORE THAN 30 LBS OF OPENING FORCE DOOR STIFFENED TO SUPPORT 150 LOS LIVE LOAD CAPACITY WITH LESS THAN 1/160 DEFLECTIDN OVER THE TOTAL SPAN • PLAN VIEW NOT TO SCALE ALUMINUM EXTRUDED FRAME I " X 4" ANCHOR STRAP WITH 1' RETURN BEND Warnock Hersey US PAW' PENDING 2.00 G.00 (MIN) CONCRETE 5.00 SLAB REQ*0 TO ACHIEVE FIRE RATING OPTIONS: SELF CLOSING DEVISE TO MEET NEPA 80 CLEAR ANODIZED CLEAR OPENING: WIDTH: WIDTH -1.5 LENGTH: LENGTH REMOVA13LE OUTSIDE. L -HANDLE 114" ALUMINUM TREAD PLATE 3M DUCT WRAP BETWEEN ^ '� STIFFENING MEMBERS DETAIL 'AI NOT TO SCALE h1EAVY DUTY GAS SPRING :SHOWN WITH SELF CLOSING MECHAN15M) 6" CONCRETE SLAB FIBCRGLA55 GA5FZ. TING 2-POLNT LATCH X I ANGLE STRUCTUP,I. HEAVY DUTY SPR]NGDETAIL NOT TO SCALE 2.00 • i F .tea Wm.) 97.fOT!/AVAMt I. YI�/AW/7LrA475YJ•W/.01,2• li i• .040 ALUMINUM INSULATION LINER 3 LAYERS OF iNTRAM E -5A MAT TEN, 5CRF.'W a FENDER WASHER SUPPORTING INSULATION ON ANGLE STRUCTURE INSIDE RELEASE HANDLE OPENING WIDTH AROUND PERJM ACHIEVFRATI CUT -THROUGH SECTION A -A NOT TO SCALE PROJECT: 4760 Holy Cross - Caretake Babcock -Davis CONTRACTOR: 41 mays right there. ARCHITECT: Phone: 888-493-9963 Fax: 858"312-3726 INITIALS: QTY: DATE: T NUMBER: Internet: www.babcock-davis.com E-mail: info@babcock-davis.com 10/20/04 rev. B • 0 FLUSH ALUMINUM LIFT h1ANDLE L 2- i.... M Q a I e ocl3.UKl(-' Val MT • PLAN VIEW NOT TO SCALE ALUMINUM EXTRUDED FRAME I " X 4" ANCHOR STRAP WITH 1' RETURN BEND Warnock Hersey US PAW' PENDING 2.00 G.00 (MIN) CONCRETE 5.00 SLAB REQ*0 TO ACHIEVE FIRE RATING OPTIONS: SELF CLOSING DEVISE TO MEET NEPA 80 CLEAR ANODIZED CLEAR OPENING: WIDTH: WIDTH -1.5 LENGTH: LENGTH REMOVA13LE OUTSIDE. L -HANDLE 114" ALUMINUM TREAD PLATE 3M DUCT WRAP BETWEEN ^ '� STIFFENING MEMBERS DETAIL 'AI NOT TO SCALE h1EAVY DUTY GAS SPRING :SHOWN WITH SELF CLOSING MECHAN15M) 6" CONCRETE SLAB FIBCRGLA55 GA5FZ. TING 2-POLNT LATCH X I ANGLE STRUCTUP,I. HEAVY DUTY SPR]NGDETAIL NOT TO SCALE 2.00 • i F .tea Wm.) 97.fOT!/AVAMt I. YI�/AW/7LrA475YJ•W/.01,2• li i• .040 ALUMINUM INSULATION LINER 3 LAYERS OF iNTRAM E -5A MAT TEN, 5CRF.'W a FENDER WASHER SUPPORTING INSULATION ON ANGLE STRUCTURE INSIDE RELEASE HANDLE OPENING WIDTH AROUND PERJM ACHIEVFRATI CUT -THROUGH SECTION A -A NOT TO SCALE PROJECT: 4760 Holy Cross - Caretake Babcock -Davis CONTRACTOR: 41 mays right there. ARCHITECT: Phone: 888-493-9963 Fax: 858"312-3726 INITIALS: QTY: DATE: T NUMBER: Internet: www.babcock-davis.com E-mail: info@babcock-davis.com 10/20/04 rev. B B -FORM SERIES ANGLE FRAME - ALUMINUM INSULATED FIRE RATED FLOOR HATCH -- 2 HOUR Standard Features: Door Y4" aluminum diamond tread plate Frame: Y4" extruded aluminum angle frame Hinge: Type 316 stainless steel butt hinge Type 316 stainless steel 2 -point latch with inside pull handle and outside removable T - handle. Latch: Finish: Mill finish. Frames provided with protective epoxy coating at areas that contact concrete. Spring: Type 316 stainless steel gas springs, which restrains door in 90° open position and allows close by gravity Load Capacity: 150 psf LISTING: Sizes up to and including 48 X 60 are rated for two hours. NFPA 288 (maximum temperature rise to 250°F Specifications.: Door leaf shall be IA" (6.35mm) aluminum diamond plate reinforced to withstand a live load of 150 Ib/sq. ft. Angle frame shall be extruded aluminum with integral masonry anchor straps. Door shall be equipped with stainless steel hardware throughout. Counterbalance gas springs shall be stainless steel and provide for smooth, easy and controlled operation. This door shall automatically hold open to 90 degrees. A 2 -point latch shall be equipped with inside pull handle and outside removable tum handle, fastened to the door with Type 316 stainless steel per resis ts' fiberglass gasket strip shall be applied to all door stops. Six (6) inch slab required to achieve fire rating. Door and frame shall be mill finish with protective coating epoxy applied to all surfaces th will come it ontac concrete. Installation shall be in accordance with manufacturer's instructions, Manufactu r shall guarantee defects in material and workmanship for a period of five years. Babcock -Davis Always rrghr there. 2 hour rated FIRE DOOR 4/ 1WX girWN avitil ti'f� i5£EL��,SC�'iii� e<� r �w N 0007 w �w 2 � xas � N 0 X y 3 E.r P. E s ' 08,,$70 v LI y w g 5r zLd 3 w p Q g C �' 5 ,p} y W ia1 #' g w a s $ § in : 8 GENERAL NOTES I.y E d a lR 41 g p$ ¢ Y€ Y Iib # 't � F�- "z$t a e f E $ r d i to x ;$ !ilit e aft ft i 1.t{, . lyy{{i ' a i 9 (I ,_ hi d 2L i iiiy L " t' a i -,E iE a! L ill gig A i 4 Gg 3 ', i9 1, dS. 6k6 3 “ k1 rJ ~. ill11 ii r1° a 0/ i esti 2 � u ani !$ 2i t g ! 4t Eg ! r.a s r.T x n t 6 . Pi da. r66i #r,< $ i 11 te 1 �e e 1 1 _ y is -1/1 1 Yn xtC it iggygi3d i p A 4. g I a ; 0 ® b 0 10 !f• ILJ ie 4,— A 4,11-04.11,lay 01,1Y.X, qR .:Te1 u FOUNDATION PLAN