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Home My WebLink About3805 Allison CircleINSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to recc)eiive,an inspection the following business day PERMIT:, ` ; 7 ADDRESS: 3 I�Sc/ 1eaJOB CODE: Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. ;105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground 2 Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 2 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT:��'�SC,�� 7 ADDRESS: JOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 401 Gasline 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof �0 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 'For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. i CITY OF WHEAT RIDGE _]��Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 11Dq iaF Job Address: X80 �5 411"50t) 50) Permit Number: olPl oo (,0, ❑ No one available for inspection: Time Url 9 / AM/PM Re -Inspection required: Yes 60) When correct ons ave been made, call for re -inspection at 303-234-5933 Date: �� Inspector: � / H DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 366 "A' _b Job Address: �'�� Al l,5cvz_/ CTe Permit Number: 17pG,/ ls'ol FS% ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date ' dP' )(fInspector: JO>V DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201800687 PERMIT NO: 201800687 ISSUED: 03/12/2018 JOB ADDRESS: 3805 Allison CIR EXPIRES: 03/12/2019 JOB DESCRIPTION: Residential Reroof Permit remove and install OC Duration Asphalt Shingles with 25squares. Pitch=4/12. *** CONTACTS *** OWNER (303)425-9287 TORRES JOHN C JR SUB (303)849-6202 Chris Herman 090508 Arrowhead Roofing, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,400.00 FEES Total Valuation 0.00 Use Tax 176.40 Permit Fee 188.45 ** TOTAL ** 364.85 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201800687 PERMIT NO: 201800687 ISSUED: 03/12/2018 JOB ADDRESS: 3805 Allison CIR EXPIRES: 03/12/2019 JOB DESCRIPTION: Residential Reroof Permit remove and install OC Duration Asphalt Shingles with 25squares. Pitch=4/12. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, appl�ca le building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thispermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I _ This permit was issued based on the information provided in the permit application and accompanying )Tans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable core or any opdmance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of f 1Mfldic*'Of Date REQUESTS MUST BE MADE BY 11 : ANSUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Lagenia Reimer ,�C(K006�-7 From: no-reply@ci.wheatridge.co.us Sent: Monday, March 12, 2018 9:39 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof`? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name 3805 Allison Cir John Torres Property Owner Phone 303-425-9287 Number (enter WITH dashes, eg 303-123-4567) �- �� Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Field not completed. Yes Attach Copy of Executed Scan.pdf Contract CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Arrowhead Roofing Ilc 090508 303-994-5525 Contractor Address 6985 CR 87 Roggen, CO 80652 (Primary address of your business) Contractor Email Address arrowheadroofingllc@gmail.com Retype Contractor Email Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or arrowheadroofingllc@gmail.com 25 8,400 No Pitched roof (2:12 pitch or greater) 2 both? (check all that apply) What is the specific pitch 4/12 of the PITCHED roof? How many squares are 25 part of the PITCHED roof? Describe the roofing OC durations materials for the PITCHED roof: Type of material for the Asphalt PITCHED roof: Provide any additional re roof detail here on the description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal 3 owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Chris Herman Email not displaying correctly? View it in your browser. 3 Generations of Quality Roofing Estimate and Acceptance 13.994.5525 • 303.849.6202 . www.arrowheadroofingllc.com 6985 WCR 87 a Roggen, Colorado 80652 5 Year Workmanship on New Roof Systems email - arrowheadroofingllc@gmail.com Submitted To: f/�t" ,r Glc .F'( Job Location: 4�Lf•"':5- Address:"Jz`j:.i�s /,r Phone: Date: ..... L 4F Arrowhead proposes to furnish all materials andperform all labor necessary to complete the following 7, 2 ofe %f{fi/r%lliftc Any rotted decking will be an additional charge. Arrowhead Roofing is not responsible for lost satellite signal. Building Permit is included. ❑ We Propose - hereby to furnish and labor -- complete in accordance with above specifications for the sum of: Payment to be made at completion of j& All material is guaranteed to be as specified. All work to be completed in a workman -like manner according to standard prac- tices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our conrrol. Authorized Signature: 0 TOTAL ARROWHEAD DEPOSIT BALANCE lo, X� t ROOFING, LM Estimate and Acceptance 13.994.5525 • 303.849.6202 . www.arrowheadroofingllc.com 6985 WCR 87 a Roggen, Colorado 80652 5 Year Workmanship on New Roof Systems email - arrowheadroofingllc@gmail.com Submitted To: f/�t" ,r Glc .F'( Job Location: 4�Lf•"':5- Address:"Jz`j:.i�s /,r Phone: Date: ..... L 4F Arrowhead proposes to furnish all materials andperform all labor necessary to complete the following 7, 2 ofe %f{fi/r%lliftc Any rotted decking will be an additional charge. Arrowhead Roofing is not responsible for lost satellite signal. Building Permit is included. ❑ We Propose - hereby to furnish and labor -- complete in accordance with above specifications for the sum of: Payment to be made at completion of j& All material is guaranteed to be as specified. All work to be completed in a workman -like manner according to standard prac- tices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our conrrol. Authorized Signature: 0 TOTAL G- DEPOSIT BALANCE lo, X� t This proposal may be withdrawn by us ifnot accepted u4tbin 30 days. Acceptance of Proposal - The above prices, specifications, and conditions are satisfactory and are hereby accepted. You are authorized to the work as specified. Pavment will be rn e as outlin'pd above. If accepted, please sign and return white cony. X Date of Acceptance: e Signature: - fir{ ` z9� „ Signature: COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033. (303-235-2855) Building Permit Number: 17017 Date: 4/29/2004 Property Owner: JOHN TORREZ Property Address: 3805 ALLISON CR Contractor License No,: 19503 Company: RESTORATION SERVICES, INC, OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 425-9287 Phone: 296-4106 Description: Use' l"Jo,()C . iI=flb ."10 REPLACE ENGINEERED TRUSSES OVER GARAGE AS TO ENGINEERS REPORT Total: $19,100,00 $417,70 $0,00 $229.20 $646,90 Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown. and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsib' ty for c mpliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W at Rid ordin ces, for work under th~ rrmit. (OWNER)(CONTRACTOR) SIGNED DATEVd f ::'\M ~- -" J7 1 BUILDING DEPARTMENT USE ONLY I -, IIID111llr.- SIC Sq,H ..Ah, Approval Zoning a4j_~ PER ENGIN. RPT. Approval ~~C~ts";i .1;", . ..,.,,; Approval Occupancy: Walls: Roof: Stories: Residential Units: Electricai License No : 18109 Company : Colonial Electric Co Expiration Date: 2/28/2005 Approval: OKlKS Plumbing License No : Company: Mechanical License No : Company: Expiration Dale: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days, (3) If this permit expires, a new permit may be acquired for a fee of one.half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of rmit or th drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provision ildi es or any other 0 'nance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. ..~' ~H[Ar~/ ~ " - " U m C'OL ORp..QO COMMUNITY DEVELOPMENT DEPARTMENi BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303.235.2855) APPLICATION Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: Company: f(.'::Y"::;~f( u{II '::Y":lT'" ~ jL,(,c Z- 3I(Or rtL.LU "Ai Cl"'-" J..~ _'-/'-1-- 'j ,.J7 Phone: &1<. ..I/Lf.s '" 1'# '-- Phone: 3"07 - 2-~p -<1'/0 t> OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value:$ /~/d'd Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ o I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheal Ridge Ordinances, for 7:d~ per,:" _ (OWNERHCO"'RACTOR)'SlGNEO~. ~ ,~ DATE '1-2 7- Description: f(.,;-p L.4 C E e ",.;6-~,.IrE E/l.-e.? -r-e.. US's oJ #-) -ru C-..v<i,AlGC"'-.l IC~PG)rt-7. (J V "'~ Gi" ~ e" Sq. Ft, added IzONING COMMENTS: Approval: Zoning: BUILDING DEPARTMENT USE ONLY SIC: Sq,Ft, BUilDING COMMENTS; Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: \ 15 I 0,\ CompanY:c",c.:::.I\J\"I'- cLec, Expiration Date: Approval: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approvai: Expiration Date: Approvai: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required. provided no changes have been or wilt be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shalj be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for. nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chief Building Official APK, 27. 2004 10 18AM MART:N & MARTIN NO, 510 p 2 /~ MARTIN /MARTIN CON5UL"TING ENCiINEERS April 26. 2004 Mr. Brian Nutter Restoration Services Inc, 5295 Lincoln Street Denver, Colorado 80216 Re: Roof Investigation 3805 Allison Circle, Wheat Ridge, Colorado lVIartinlMartin, Ine Project No: 16885.$.01 Dear Brian: As requested, I performed a visual structural investigation and assessment of the residence located at 3805 Allison Circle in Wheat Ridge, Colorado on April 19, 2004. The purpose of my visit was to evaluate reported damage to the roof and provide recommendations for structural repair. This letter presents the observations and conclusions reached as a result of my investigation. Observations: TIle subject residence is a single story structure with an attached garage built in 1959 (photo 1). For the purpose of this report, the front of the house is a.ssumed to face north. The roof is framed with 2x6 rafters spaced at 24 inches at approximately a 3 On 12 slope. The ceiling joists over the majority of the hOllse are 2x6's spaced at 16 inches which run paxallel to the rafters. Collar ties and kickers are supporting the rafters over this portion of the house (photo 2). The ceiling joists over the garage are 2x6's spaced at 16 inches which run perpendicular to the rafters. Built-in- place trusses have been constructed at 6 feet on center over the garage (photo 3), The weight of snow on the roof has caused excessive deflection of the roof ridge over the garage. Many of the rafters over the garage are cracked (photo 4), Access in the attic space was limited, so the majority of the house's roof structure was not visible. However, no significant deflection was noted from the exterior and no cracked rafters were visible in the accessible area. Eleconunendations: In my opinion, the amount of reconstruction and/or additional structure required to repair this roofin place combined with the access issues of working in such a shallow attic make repairing the existing roof impractical. I recotnmend that the roof and ceiling structure over the garage be removed and replaced with pre-engineered wood roof trusses, Please refer to the Roof Repair Plan Sheets S 1.0 through S3.0. 12499 W!!:$'!' CClLF'AX AVI!:NUl:> . P.D.BOx 151500. I.AKEvt'i:I00, ~r;;LaRAt)~ Sl;l215 .30'3.4:31.61 (:11;1 1\PR, 27, 20QJ 10: 18AM MW:N & MARTIN 3805 Allison Circle April 26, 2004 Page 2 NO. 510 p, 3 Limitations: This repOlt is based 011 conditions of structural elements that were readily observable at the time of investigation. No invasive testing Or inspections were performed, MartinIMartin does not accept responsibility for hidden structural deficiencies not evident during an investigation of this type, I appreciate this opportunity to be of senrice, Please call if you have any questions regarding this repolt or if I may be of further assistance. Respectfully Submitted, Martin/Manin, Inc. Eileen C, McEnroe, P.E. Investigative Engineer ECM:kw Attachments G;\PROJECTS\16Ba~....OI\wp\16l!8.5_Ql Ltr Apn12li 2004.doc MR. 27 2004 10 19A~ 3805 Allison Cin:le Snow Load ID.w:stigation April U. 2004 \~~.RT j ~ & ~.ART: N NO. 510 p, 4 MartinIMartin, I>>.c. Project No. l6885.SJl1 Photo 1 Photo 2 APR, 27. 2004 ~O: !9AM Iv:ART;~ & WARTTN 3805 AJIisoll Cin:Ie S_ Load Investigation April 26, :J004 NO. 510 P 5 MartinIMartill, liK. Projeet No. 168115.8..01 Photo 3 Photo .. APR, 27, 200d 10 19AM MmI~: & M~RT;N NO. 510 p, 6 c . .~ "- F. --=:.._...:~= ':':'=::C-=---':'=':':"-:-':::::9 1~~----------I----------=iLl . (I , i&I' it-- I nt-I "".~--<:roG'l~~EO RCO"'_____ :-tt-~ , ~..+-: ____[2) 7-.1/4..11-1/4' T1iI,lS~S. 24' DC:--..I I J-rr" loll ~ 1111;4 (~l2X 1"'-- I ---+-I 11UIAIER$Nil&~~e """1'"1 t' .POS''''EAENO *-- ----t-! ^;~__ I' ~ ~Sl~ 'Too --+-! Y . , I' 1--4-.. I "-r-I " I I -H--- .....' ~ '[ I, ~ ' -tj-.- 1__- u_ ""]II -fi':-- --- ~~: "I" I I, , ~ II ! I " " I':: I :: .,' " : II " I,' I I, II " " " , " " I,' I " " " [I II ~:: I :: ,I II :-:.~=-~~=..:.~-=~~...:.=..:.::..==--~__ II II , rr-------~_________________~_ II , " " I, I:' '- " , '-" ,It "II I' :' '" I I, I' II " ,-'" , " '- I " II' . 'I H+I ;; ---..----..---------------0-.) ii 11 . 1 I[ " /" " " " /'" " " , 'I 1:1 /" , , " " ",,' ~:" = ;;:=-':==. = =-=:= =- =-= =-:. == = = =.=~ ~ == .==_== =.=5:..=:=.===..=;; ~ ~ 5: ,0, "' c: ,~ '" .. c: c !:C.. '" 0- "- .. ~ .q c: V: , "' GO '" '" ~ . " ;- I "' '" a; '" ;;;. V: u "- cO '" U. /" 2i ~ NOTE ~ l. f'lOO~ ~F/.l.~ING PLAtJ is ~O~ REFEREN~ O!IL'f. OOKrA,.o(~ AND TR.USS ~WI"A.."'iiJll.f,;R To VERIFY 1IU Ol'llt.'ISIONS. ffV.ISS LA'f01iI ...~O ROOr Slllfl~S TO w.ra; D:IS:ING PRI~TOF:Et0ll9HlIl;TICN, 3805 ALLISON CIRCLE I MARTIN TITLE. SHEET NO. _~m'_-----. GlO...CU....TlO<lClo ","'t1''''CCR::l , u... ...._ o<>..~~ ""~~,..,, Partial Roof Framing Plan 81.0 ...c. .~~ 'e1 ,.cc ~_(l",a,.~c.^~".."',.,.. .c'.....',e.all ""''''~.''U.1.6''''''' PROJECT NUMBER 16885$.01 OATe.04-26-04 APR, 27 2004 10 ' 9A\1 ~ARI ];'-1 & ~ARIl~ :t c . ~ ~ ~ ~ ,^ '" c '" .;; ~ " " " "- "' " "- ". ~ " c: " " I "' co '" '" /' PRE -ENGINEERED f ;;- ROOF TRUSS WI c 1/2" SHEA T"lING I ." "' a: "' SIMPSON H2 /' if. HURRICANE CLIP , '" A T EACH TRUSS, I~ to EXTENDING TO (E) " "- /' TOP PLATE ~ NO. 510 p, 7 [ <::~ (E) TOP PLATE ~ HEADER AT . SIM ~ SHIM TRUSSES AS 'I ! NECESSARY FOR FLUSH ROOF ,~ AT TRANSITION ~ ~(E) WALL 3805 ALLISON CIRCLE MARTIN f MA~TIN CIlo"'''I.JLTIt-lCIO:'';''i7'.:''IS~ ''''.I'~ "'D'l" eeL""" ..."~...~ ..,I;I,~... ,""a"~ --.,,,,,. ""L<l"O!o" 5C~," ~ll~ ~:lI\,.'<l" ;"W:lI""'.""',(IIlU PROJECT NUMBER 16885.501 TITLE. SHEET NO. TRUSS BEARING DETAIL S2.0 DATE. 04-26-04 A?R, 27. 2004 ' 0: 19AM ~ARlj~ & MAR~IN " c . .!; lC ,. ALL CONSTRUCT I 01\1 SMAlL CONFOf(M TO THE UN I FORM au \ LD I NG eoOe: (use) '997 EDITION AN!) APPLICABLE LOCAl. CODES ANO ORDINANCES, o I seovER)' = -. it '" Co t"": C .. 2, 3, DUR1Nij CONSlRUCTION. Tl-iE CONlFlACTOR. w\Y E:NCOUNT~~ EXISTING CQNJITIONS YMICH ARE: NOT NOW KNONN O~ ARE: A.T VARIA."JCE WITH PROJECT OOCUMENTATlON (OIl~COVE:.Il:'I')_ SUCH CONDITIONS MAY INTO;:f[R.E WITH NiW CONST~l1CTION OR RiQUIRE PROTECTION AND/OR SUPPORT OF EXISTING WORK OUI!INS CONSTFlUCTlOf'l, O~ 1.IA'r CONSIST OF OAMAGE OR DETERIORATION TO STRUCTURAL MATf;Fl\AlS O~ CO!.IPONENTS \'ItlICH COULD JEOPARDiZe THE STRUCTURAl. It(I'EGRliY 01' THE BUIL01NG(S) . THE CONTRACTOR SHALL, ,",'Of I FY 'I'11€ ENG I NEER oF" AI.L OU,CQVERIES !'II:: BELIEVES MAY INTEFlF(Rf,; WITH PRapiR I;:){ECUT1ON OF' THE WORK OA JE:O~ARD,2t: 'l'Hl:: STRUCTURAL IHTrG!Il;I'tY OF THt;; eUILOING(S) PRIOR TO ?ROCEE:D1NG WITIoI WORK R~LA1ED TO SUCH OISCQVERIf:$. I..IVE LOArl$ USED iN O'!:SIGN; A, ~ c c " "- " " "- v '" . " c '" v, ., A. ROOf SNOW LOAQ. . ., . . ., . . ., 030 PSF OR ORIFTING SNOW flU;: uac APP~NOIX CI1 15 USING A CROUNO SN(H{ lOAI) Of JO PSF ROOf" OEAD LOAO. , . , 15 PSF e. WIND PIt!SSURE PER. IJBc 1997 RtF"iRENCE WI NO '-'tI.OC I TY . El5 MPH EXPOSURE: C\.ASSIFICATION B IMPORTANCE fACTOR. I. , 1,0 "' '" '" '" / '" , " /" C I en '" '" '" /" '" , " '" cO " '- /" C 4. wooO: A, FRAMING LUMBER: OR,Y (1~ MAXIr.l!M MOISTURe; CONTENT AT TI'1E TItlE OF' INS,ALLATieN. HEM--FrR Wily THE F'OLLOWING MINIMUM Df:SIQN VALUES: TYP€ Of USE GRADE " " 'V " 'CP E 'iXTERI M NO, 2 .'0 525 " 1300 '05 1 ,~OO,OOO STues INTER1CR LOAO NO, 2 .'0 m 75 lJOO .05 1,0300,000 BRG STUOS FLOOR JO' S;TS NO.1 975 625 75 1350 405 1,500.000 ROOf' RAFTERS NO, , .75 .'5 75 lJSO 40' 1.500,000 , 6EAtAS NO, , "5 025 75 1350 405 1.S00,OOO POSTS NO, , m 62. 75 1350 405 1,500.000 ALL OTMtR NO, 1 975 ." 75 13." .05 1 ,500.000 ~OTES: Al.L OESIGN VAJ.I.iE:S ARE IN UNits 0" PSI_ AeBR~VIATlONS A!\~ AS FOlLOWS: '9, fT, FV, PC, FCP E , B'iI'lJING TrNSION PARALL!:l TO GRAIN SI'lEAR PA~"Ll.EI. TO GRAIN ~SSION PRe:Pe:~ICUI.AR TO CRAIf'J COMPRESSlON PARALLEL TO GRAIN MODULUS OF ELASTICITY e. LAMINAtED MOOE:R SIZES (MICROl.LAM, PARALI..AM. TIMBER$TRAND, AND FASI'i.!CATED MEMeP;RS (TJI) SIZES SHCtWN ARE NET: OTl1ER MEMBER S12~s ARE NOMINAl.. C. ROOf S"'EATHING 1. ROOF" SI-IEATHING S'iALl BE APA RATED SHE:A.THIWJ, EXPOS~E 1, SHEATHING SP.AlL at '/2~ THIC'K (MIN) WITH A SPAN RATING OF 31/16. 2. MINIJ.lIM DIAPHIMGI.I SI'lEAR CAPACITY SI-lALL aE: '60 PLF. SIiCURI! SHtATHIIIIG TO FRAMI~ WITH S4 NAILS AT 5" O.C. KI>GES ANO eOUN'JARIES, 12.~ o,e. FIE~O. ~. WOOD STFlUCTURAL PANEl.S SlofALL BE CONT I NUOUS OVE'A. I"IREE ADJACENt SPANS M!NI~lJI.1, WHERe: II IS NOT POSSIBl"i TO CONSTRUCt THREE SF'ANS, PROIJIOf: SOI.IO BLOCKING F'~ EDGE"S OF' ALL ONE AND TWO SPAN CONOITlONS. 3805 ALLISON CIRCLE MARTlN I MA.RTIN TITLE. c;l1:l...''''.....,.'''''Cll:NtI'I'I''-t:'"'", NO, 510 P 8 D. NAILING: VtIILESS NOTED OTHERWIS~ ALL MILs SHALl. ae coo.tON NAILS WI'/'H SIZI!:S SHOWN ~ TI'E DRAWI~, lA1LESS I'lOTES OTt1iRWISe:. ALL NAILING SHAll BE IN ACCORDANCE: WITJ-l TAeU: 2a-r J..I3'-1 OF THE Lee. <, METAl. 'R"'ING CCNNrCTOR DESIGNATIONS AAE THOSE IAANUFACTURW BY SIl4'SOO S1'RONrJ-m CM<\N'( SAN lEANDRO, CAL~FORNIA. OTNtR MANUF'At::TURERS p~ MAY ei USED IF" ,lpPROVED IV THE STRUCTURAL ENGINEER. F'URNISI-f NAILS AND/OR BOLTS OR UAXI!IM.l SIZE ~~ Nl.HBEA A.LLOWED FOR EACH CONNECTOR. UNLESS NOTED OTHERWISE: ALL CQIIHECTOR MQt.ES StlALI. Bi FILl-1m WITH PROPER NAILS/SOLTS, ALl. BOLT HOL.E:S SHALL Ie; DRILLED INTO FRAMING ~EMBERS. MINIMLM H:lI.E OIAUEiE'- IS 1/3~. I.ARGER THAN TI-IE BOLT OIAhlET&:1ll UNLESS NOTED OTHERWISE. WJ:IWJM HOl.I! 0 I AMETtR IS 1/16- I.ARGER THNI lllE BOLT 0 I AMETER UJIILESS NOTED OTl'lERWI SE. F. LE;TAl. PLATE cctlNECTED WOOD TRlJS$E.s: t,jETA~ PI.ATE CONNE:CTED WOOD tRUSSES SHALL BE DESIGNED BY A CQ1.av.oo REGISTEo iNetlNElli: TO SUPPOR'/' TI'IE FULL OiA,t) AN) LIVE' l.OMS Cf' TIit ROOF', CEILING, AND O'rHER SlJPERrMPOSED LOAOS IN ACCOROANCE WI TI1 TI'IE 1597 U(lt:. AlOHQ: WI TK RECo.t.ENOA T IONS OF lrIE YKXrI 'MUss COlJNC I 1. OF AMER I CA AND THE TRUSS PLATE INSTITUTE. CA~CUl^TIONS At.lD SHOP ORAWINGS INCLUOI~ 1oEMBEFl: SIZES. LlJlroI8iR SPECllS ANO GRACES, $UiSTANTIATING DATA FOIl CONNECTOR CAPACiTiES SHALL SE SuBMliTED TO Ttit !NttlNEI!:R 'OR REVIEW M#J APPROVAl. PRIOR TO J"AaRICATION. G. CJil'~NINGS, pOCl<e;rs, ETC.. S\'IAlL NOT liE: PLAtED IN eEAWS. JOISTS. MFTERS. $TVDs. pom, COlUtM4S. llt.eERS AND OTHE.R STRueTUlAL "'BetRS ~LEs.s aPf;Clf'lCALLY DETAILED ON THE STRlICTUAAl. DRAWI~ OR APPROVE(! BY mE STRUCTURAl., iNG'NE~. H, PROVIDE SIMPSON SfC Roor TRtJ$S C",PS AT I NT," lOR PARTITION WAlLS. P~OVIDE SIMPSON tlIRR1CANE TIE AT EACH iFlUSS BEARlN~. HJRRICANE TIES AR' TO ENQAGE: BOTH TOP PLATES. ~. l"HE CONTRACTOR SHALL Ve:IUN 00 COORO\NATE ALl DIMENSIONS PRIOR TO STARTING. ~TRUCTION. THE ENC.I~~R: SHALl. SE NOTIFIED OF Al,.L 1)1S:CR.EP~CIES OR INCONSISTE~I'iS. 6. ENGlNEfR'$ APPROVAL SHALL BE seCURED fOR ALL SUBST1TUiIONS. '7. CRAIVINGS SioIALL NOT S( SCAlED. B. YMERE DISCREPANCIES OCCUR BE'lWE:EN PLA/'45, DETAILS ANO GENERAL NOiIiS, T"'~ MORE STAINGtNT REQUI~&:MENTS SliAI,.l. GOVERN. DETAII,.$ ON DRAWINGS SHALL TAKi PREeEOe;NCE: ovtFl t'liNiRAl NOTlts 00 TYPiCAl. DETAilS. DETAILS lWJl(l] TYPICAl. APPLY TO ALL SIMILAR CONDITIONS. VH:RE NO SPECIFIC DETAILS ARE ~, CON$'YRUCTlON SHAl.l CONFORM TO SIMIVJl """" ElSEviHERE ON T~ PROJECT. 9. BOXED NOTES INDICATE ~ICAL NOTES. 10. PROVIDE ROOF VENTlLA,THlN /IS AEOUIRED B'r' '5197 use. 1/'050 OF' Il<RiA TO BE VENTllATEtI. 11. tHE CONTR,lCT STRUCTURAL ORAWINOS ICEPRESENT itIE FllIIISHttt STFilIJC11JRE. THEy 00 OOT INDICATE THE: MiTHOD \I CXlNSTRl.ICTIClH. THE CONTRACTOR SHALl. PROVIDE Al.L t.EASURES r€CESSARY fa PROTECT THE STRUCTURE DilliNG CONSTRUCTION. SUCH NEASURES SHALL INCLUDE, BUT ~T BE Llt.llnC TO, eRACINB AND SHORING !'OR CONSTRUCTION LOAOS AND ~ SAFETY REI)J1REMENTS. OOS(R:V" T 1 ON V I SITS TO THE': !i I TE BY THE iTlWCTl..IRAL EN(; I NEER SHALL NOT INCl..UD~ INSPECTION OF' llIE ABOVE ITEWS. 12. JNSPt"CTlONS: e:~GINE[R SMALL BE ~TACTED TO OSSERVE COM.OlETED CONSTJllJCTlCX'l AFTO{ 5TRUCTURAl. ElEMENTS AND CONNECTIOl\lS' ARE IN P\.ACE AND ee:FORE fiNISHES A~E APPLIE:D. SHEET NO. '''''9'P '1'..... OG.~.M ..""'~~ ~.... '!l... , ",::>/>" GENERAL NOTES 83.0 .........a_OtI,c.~.aDc,.'. .."'....."'...'aa ~A" "<:I1I,....I,d./>6 PROJECT NUMBER 16885.5.01 DATE. 04-26-04 APR, 282004 12:38PM MARTIN & MARTIN '" e . Ji "' " A~L CONSTRUCTION SHALL CONFOIUol TO THE UNIFORM aUILLlING COOE {UBe) Hl97 tOITION AND APPLICABLE LOCAl. COO~!; AND ~D~NANCt5:. 2. OISC:OVEfrr': A.. OURINC CONSTIWCTION, THE cONTRAt::TOR MAY ENCOUNTER EXISTING OONDITIONS ~IOi ARE t-lOT t~W KN~ OR ARE AT ....AAIANCE i'i1T}1 pROJEOT Docuye;NTA'rION (DISCOvtRY). SuCt1 C~[)IT!ONS WIV INTERFERE WITH NEW CONSHlI,ICTION OR REQUI~i PROTECTION ,6.ND/OR SUPPORT 01" EXISTiNG WORK QUR.IIIIG CONSTRVCTION, OR ~AY CONSIST OF DAMAGE OR Dt.TERIORATlON TO STRUCTURAL MATt:RIALS OR COMPONENTS ~ICH COI.n..O JEOPARDIZE THE: STRUCTURAL INTEGRITy OF THE 'VILOINO(S), 8. THe; CONTRACTOR SHALL NOT I FY TH;: €NG I Nt:ER OF ALL DISCOVERIES wt SEUEVES MAY INTERFERE WITJoI pROP1!!t EXECUT I ON OF THE V/ORK O~ JEOPARD I ZE THIi STRUCTURAL INTEGRITY OF THE aUll.DING(S) PRIO~ TO PROCEEDING WITr~ IYO!!lK RE.LATED 10 SUCH OISCOVi::RI~S. J. LIVE LOADS USED IN DESIGN: A. ROOF SNOW L.CIAO. . . , . . . . , , , . , . . . . 30 PSF ~ DRIFTING SNOW p~R use APPE:NO,X CH 16 USING A QRO\JND SNOW LOAD Or 30 PSF RiXlr D~O LOAD, " 1S "SF I:i. W II() PRE;SSlJRt p.t~ UBC 1 997 ~EFe;RENeE WI NO I/C:LOC I '!'Y 90 ~I~ ~>rPOSURE ClASSlr ICAT ION B IIJflOOTANCK rACTOfl., I, . 1,0 ~ ~ ,i~ co .. c c " "- "' ~ "- .. ~ " c ~ "', '" '" "' "' /" '" . " /" ;:; I or. "' "' '" ;;;- " , <.; '" c or. "- /" o 4. WOOO; A. FRIWINO LuMBER: DRY ('~% MAXIMUM MOISTl,IR( CONTENT A, TH( TIME OF INSTAI.':...A~ION, HEM-rlll1 WIT\-" THE FOU.OI'IINC MINIMUM OESIGN VALUES; ,."'PE OF \.1St GIl.AOI! Fe " FV Fe ,c. E F;Xre:RtC~ NO, , ..0 '" " l~OO <0, 1.300,000 STU051 INTrRIOR LOAD NO, 2 ." 525 75 1:'00 405 , ,.300,000 eRG STueS FI.OOR JOiSTS NO, 1 975 '" " 1350 40' 1 ,'co,ooa ROOF IMFTERS 1110.1 975 62> 7' 1350 405 1,50C.OOa E1EA~S t-IO. 1 975 625 " 1,S50 40' 1,500,000 PO::n;,: NO, 1 ,,, '" " 13.50 405 1 ,500,000 ALL OTHa;R NO, 1 97:3 62' " ,~SO 405 1 500,000 ~OTES: ALL DESIGN VAl.LJ!S ARE li'l !"NITS OF PSI, AB!3REVIATIONS ARE AS' fOLLOWS: Fe. ee;NOINO FT. . TEt.8:QN ?ARALLE:l ~o GRAIN F"v. SHEAR PARALLEL TO GRAIN Fe. COMPRESSION pl(,~?ENDICUL.4"R Te GMIN FCP Cctr1pR(SSION PARALLE'" ~o (J~IN E MOOtJLUS OF E'...ASTleITY e. LAMINATED M~ER SIZES (MJCltOLLA"'1. PARAL;'AM. TIMSERSTRAND, AND FAI!l~ICArEO iIlEMBER:S (TJI) SIZES SHOWN AA~ Nt.T: OTHER 1JtM!;I!:R SiZES ARE NOM I NAL. c. ROOF SHe;ATHIN!,j 1. ~OOF SHEATHING SHALL BE A?A RA:"~:J SHEATHING, EXPOSURE 1. SHEATHING SHALL BE 1/2" Tt-IICK (MIN) wlTIi A SPAN PATING Or 32/16, 2. MINI~ OI"P~AGM SHEAR CApACITY SHALL llE '60 PLF. SECURt SHEAl-lINO TO F'RAI.1ING WITH Qd NAiLS AT @~ O.C. EDGES ANti eOU,'JDARIES, 1Z. O.C. FIELD, 3, WOOD STRUCTlJRAL PANEI.$ SHALL BE CONTINUOUS OYER TMi1'EE AOJACEllli SPANS MIN~MUM. IM~ERe: IT IS I'WT POSSle~E TO CONSTRUCT TloIRtE SPANS. PROVloe; SOI.IO BLOCK ING FOR tCGE5 OF ALL OtJ!;; AND TII,'O SPAN CONOITIONS, 3805 ALLISON CIRCLE MA~TIN / MARTIN TITLE. cCJ....ew...,.'NolI l:NCINl:"''''e NO.5 2 7 P 2 D. NAILINQ: UNLESS NOTED OrHE~ISF: ALL NAILS SHALL IE OOI.+.ION NAILS WITH $l!!! S~ ON THE DRAWINGS. UNLESS NOTES OTIolERWlst. ALL NAILING $HAI.I. iii!:: IN ACOORDANCE WITM TABl.E 23-11-8-1 01' TfoIE use. E. METAL FRAMING" CONNtr:TOR OESIGNATIQIIS AF:e THOSE MANUFACTUR[O BY SIMPSON STRCt<lG'-Tlr: ~p.ANY. SAN I,.EANORO. CAliFORNiA, OTHe:R uA/IllFACTLlREFtS PRCleur:TS WAY BE USED IF .6.p!\'RMO BY THE STRUCTURAL ENe I NE:ER, F~lSH r-tAllS AND/OR BQI"TS Oft IMXIMlJ.1 SIZE AND NI.N5tR AI.LC1o'iED FOR EACH CONNtelOR. UNLESS ~TED O"HIt~IS€: ALL CONNECTOR 1'101.[$ ~IiALL BE FILLE:O WITH PR~ER NAILS;aOl.TS. AU.. BOlT ~OI,,&;S SHALL BE DRILLED INTO FRAMING ~EI.eERS, MINlt.I.U HOI.E DIAMETER IS 1/n- ~.AA.Ce::R THAN THE 80LT DlME:TER UNLESS NOTED OTHERWlst, MAXII.O.I HOLE DIAldET5;R 1$ 1/16" LAAGER THAN TH( BOLT DIAiI4ETER UNLm NOIEO OIIiERWISE, r. ME:tAI. PLATE CONNECTED WOOQ TRUSSES: METAL PL"T~ CONNECTED WOOD rFtUSSes SHAH BE DESIGII1tO 8Y II COLORADO REGISTE:D ENG\NIi:EA TO SUPPORT Tm F'Ul.L MAD AND LIVE 1.0AtlS OF THE ROOF. CE I LING, AND OTHER SUPEIWAPOSED 1.0A05 IN ACCORDANCE: WITH THE 1997 UBC, A.l.CNG WITH RECOMMEt4DAT\!)NS: OF THE WOOD TRUSS CCUJCIL OF AMERICA AND THE TRUM PLATE INSTlTUYIL eALCULATIONS ANtI SHOP DRAWINGS, 1m:~lJDIM:> MMER SIZES, I.I.WSE;Pl sp~CIES AND CRADESl. SUE!5TANTIATfNG DATA F~ cONNECTOR CAPAC;ITlES SHALL tiE SU8MITTitl TO THE ENGINEER fOR REVI(YI AND APPROVA~ PRIOR TO f'ABRICATION, G. Ope:NIN~. POCKETS, ETC.. :SHALL r<<lT BE PI.ACIi;O IN srAMS. JOISTS, RAFURS. STUOS. POSTS, COL\.Itl>I$, Tlr.eERS AND OTHER SiRUC"URAL f.E:~BERS LM~Ii:S$ SPECIFICALLY OETAILED ON Tiol( STRVCT~Al ~~Wl NI3S OR: AFPROVED BY THf: STRuCTURAL ENGINli:i~. H, PROVIDE Slt.9$ON STC ROOF TfWSS ~LIPS AT INTERIOR PARTlTION WALLS, PROVICa 51MFSON HURRICANE Tli At EAOi TRUSS BEAR I NO. HUM I CANE TIES ARE TO ENGAOt eOTH TOP PL.A'l"ES. 5. THE CONTRACTOR SHALL VERiFY AND COC!'R[lINATE ALL C1II>E:NSIONS PRIOR TO STARTING CONSTRUCTION. THE ENGINEER SHAl.L ee: NOTIFIED OF ALl. orsC~FANCIES OR INCONSiSTENCIES. 6. E'jlJGINEER'S ,6,PPR.QVAI, SHALL BE SECURED FOR A1,.1.. SUBSTITUTIONS. ,. DRAWINGS SHALL ~T Sf: SCALED, e. WHERE DiSCREPANCIES OCCUR f1ETWEE~ PLANS, OETAII.S AND GENERAL NOTES, Tl'l( MOR~ STR I NGENT RIi;QU I R€MENTS SHALL GOVERN. De:TAILS ON DRAWINGS SHALL 'l'AI(I!: PRECEOE:NCE OVER Galt:RAL. NOTES A~D TYP I CAI" oET ^ IlS, DET A I LS !<<lTtO TYP I CAl APPL.., TO A~L 5IhlIL"R CONDITIONS. WHE:RE NO SPEC!FIC OETAll.i A.~€ SHOWN. CONSTRUCTION 5HAl.L OONFORt.1 TO SIM11..AR woRK E:LS'~ERE ON THE PROJeCT. 9. BOXED NOTES lNOICATE TYPICAL NOj~5:. 10. PROVIDE RCOI' Vt:NTILATlON AS REOUIRED ey Hl~i UElC, 1/150 OF AR(A 'fO eE: VENTI LATE"D. 11. THE CONTRACT STR\.ICTURAI. ORAwlNGS REPRESENT THF; ~lN\SHI!D STRI,JCTI.I~e;. THr.,. DO NOT I~ICATE TH~ l.lETt10D OF CONSTRUCTlON. THE CO~TRACTOR SHALt. PRO'.' r DE ALL MEi\SIJR.S Nil;:~S'SARY TO PROTECT THf: STRUCTURE OlRll'4G CONSTRUCTJI).!. SUCH toeEASURE:S 5!iAl..L INCLUDE, SUT NOT 6t LIMITED TO, BRACING AND SHORING FOR CONSTRUCTION LOADS AND w;lRKER SArETy RE~IREMENTS, OO:SERVATICIol V1SlTS TO Tl'li SITE BY THE STRUCTURAL (NGINI!:ER SHALL NOT INClUDE ,IN~tCTION or THE ASOVE ITEMS. 12, INSPtCT10NS: ENGINEER SHA~L BE CONTACTE.D TO OBSEfNE e0t.9LETED CONSTRUCTION AF'TrR. STRUCTUR1\1. ELi~t:NTS ANn CCNNECTlotl5 ~E IN PLACE A~D lilEroRt f'INISHES ARE APPl.ltO. SHEET NO, , 3~."""OY (]~~.~. _...,~< GENERAL NOTES S3.0 ,..",.".. ,~,~o~ .........,~... tklL~.~O~ II"~'" ao~ ....., ..tO~ ~~lOI30"_""" .~4~.. PROJECT NUMBER 16885.5,01 DATE, 04-26-04 RESTORA nON SERVICES, INC. 5295 LINCOLN ST, DENVER, CO, 80216 PHONE 303-296-4106 FAX 303-296-4223 Client: John And Virginia Torrez Home: (303) 425-9287 Property: 3805 Allison Cir, Wheat Ridge, CO 80033 Operator Info: Operator: BPN Estimator: Brian Nutter Flusincss: (303) 296-4106 Business: 5295 Lincoln S1. Denver, CO 80216 Typc of Estimatc: Wcight oflce and Snow Dates: Date Entered, 04/26/04 Price List: CODE2S4B RestorationlServicelRcmodel with Service Charges Broken Out TORREZ) 06-K026-858 Estimate: Fi1c Numbcr: Note: Local building dept. codes and regulations may require additional repairs, changes or additional ocope of work. Any upgrades by owners request or ch""l!"" are _ induded in this eotinoate. 1I..11tL kl~ t Cl'<?- \<1. 100 I RESTORATION SERVICES, INC. 5295 LINCOLN ST, DENVER, CO, 80216 PHONE 303-296-4106 FAX 303-296-4223 TORREZ-J Area Item.: TORREZ-J Taxes, insurance, permits & fees (Bid item) Dumpster load - Approx, 30 yards, 5-7 tons of debris Contents - move out then reset ELECTRICAL - mise rough in attic 100 EA 100 EA 100 EA 1.00EA NOTES, Room: Roof Remove Additional layer of camp, shingles, remove and dispose of Remove Tear off, haul and dispose of composition shingles Roofing felt - 30 lb, 3 tab - 25 yr, - comp, shingle roofing - wlout felt R&R Chimney flashing - large (32" x 60") Drip edgelgutter apron R&R Flashing - pipe jack Remove Rafters - 2x6 stick frame roof Remove I" x 8" lumber (.667 BF per LF) - sheathing Truss - 4/12 slope - heavy loading C'"1'mter - Gmeral Framer - per hour Labor to adjust truss height to match cut roof Sheathing - plywood - 1/2" COX 2" x 4" x 12' #2 & better Fir 1 Lar,h (material only) C'"1'mter - General Framer - per hour 2 men 6 hrs, to brace walls and realign due to roof sag NOTES, TORREZ) 54.61 27,31 2731 30.33 I 15.5*4+30+40+<58, 7+41 3 1177 676 TR, 4 54,61 SQ 27.31 SQ 27.31 SQ 30.33 SQ 1.00EA 241.70 LF 3,00 EA 1.171.00 BF 676.00 SF 325.00 LF 4,00 HR 2731 to 12 2,73100 SF 10.00 FA 1200HR 04/27/2004 Page, 2 RESTORATION SERVICES, INC. 5295 LINCOLN ST DENVER CO, 80216 PHONE 303-296-4106 FAX 303-296-4223 CONTINUED - Roof Room: Garage Missing WaD: 698,00 504,00 216.00 1 - 16'0" X 7'0" SF Walls SF Floor SF Long Wall Opens into E 504,00 SF Ceiling 56,00 SY Flooring 18900 SF Short Wall Remove Blown-in insulation - Machine removal Blown-in insulation - 10" depth - R30 Remove Joist - 11(X)[ or ceiling - 2x8 - wlblocking - 24" DC R&R Acoustic plaster over 1/2" gypsum lath R&R Attic entrance cover and trim Detach & Reset Overhead door & hardware - 16'x 7' Overhead (garage) door opener - Detach & reset Detach & Reset Light fixture Seal then paint the walls and ceiling (2 coats) Contents - move out then reset NOTES TORREZ,J -_:: LxWxH 24'0" x 21 '0" x 9'0" Goes to Floor 1,202,00 SF Walls & Ceiling 74,00 LF Floor Perimeter 9000 LF CeiL Perimeter C C C C I 1 I I WC I 504,00 SF 504.00 SF 504.00 SF 504.00 SF 1.00 EA 1.00 EA 1.00 FA LOOEA 1,202.00 SF 1.00 EA 04/27/2004 Page, 3 RESTORA nON SERVICES, INe. 5295 LINCOLN ST. DENVER, CO, 80216 PHONE 301-296-4106 FAX 303-296-4223 Grand Total Areas: 698.00 SF Walls 504.00 SF Ceiling 1,202.00 SF Walls & Ceiling 504,00 SF Floor 56,00 SY Flooring 74,00 LF Floor Perimeter 216,00 SF Long Wall 189,00 SF Short Wall 90,00 LF Ceil. Perimeter 0.00 Floor Area 0.00 Total Area 0,00 Interior Wall Area 0,00 Exterior Wall Area 0,00 Exterior Perimck'r of Walls 0,00 Surface Area 0.00 Nwnber of Squares 0.00 Total Perimeter Length 0,00 Total Ridge Length 0,00 Total Hip Length 0,00 Area of Face 1 TORREZ'] 04/27/2004 Page, 4