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Home My WebLink About3855 Pierce StreetINSPECTION 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 receive an inspection the following business day f PERMIT: I )� ADDRESS: sjS 1'1'rC JOB 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 uo Not Pour concrete Prior To Approval Of The Above Inspections Underground / Slab InspectionsI Date I Inspector Initials 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Comments Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 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 DateI Inspector Initials SEE OVER FOR ADDITIONAL INSPECTIONS Comments F J PERMIT: ' ( O 1 q(j� ADDRESS:JOB CODEUL 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 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 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. /V 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: L) 0 q - �7 I' Il et� I Job Address: _,:; 43 S'S q) l -,e t -re S Permit Number: 'P e 1-7 C 9 a 9I ❑ No one available for inspection: Time() ='a !9- A/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: s l 1 9 Inspector: -"tom 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: p c t -A 1• j S Job Address: 3 S S i� " 6- « S4 Permit Number: -3 c +-7 o ri a q J)') - d - 0.(' 4 �-p r -ed ❑ No one available for inspection: Time AM Re -Inspection required: YesI&o When corrections have been made, call for re -inspection at 303-234-5933 Date: is 1& / AInspector: ` DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201709296 PERMIT NO: 201709296 ISSUED: 11/28/2017 JOB ADDRESS: 3855 Pierce ST EXPIRES: 11/28/2018 JOB DESCRIPTION: Reroof with asphalt laminate shingles; 4.66 squares of 2/12 pitch & 18.33 squares of 6/12 pitch; 23 squares total *** CONTACTS *** OWNER (303)940-1982 THOMPSON CLAY SUB (303)804-0303 Tom Brown 070055 Northwest Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,500.00 FEES Total Valuation 0.00 Use Tax 178.50 Permit Fee 188.45 ** TOTAL ** 366.95 *** 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 - 201709296 PERMIT NO: 201709296 ISSUED: 11/28/2017 JOB ADDRESS: 3855 Pierce ST EXPIRES: 11/28/2018 JOB DESCRIPTION: Reroof with asphalt laminate shingles; 4.66 squares of 2/12 pitch & 18.33 squares of 6/12 pitch; 23 squares total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications applicable building codes, a 1 applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the le w er of th o nd am authorized to obtain this permit and perform the work described and approved in conjunction with this e it. I rr est egally authorized to include all entities named within this document as parties to the work to be per n �i 1 w performed is disclosed in this documennd/or its' accompanying approved plans and specifications. S�gn#furetf OWNER or CONTRACTOR (Circle one) Date 1,his permit was issued based on the information provided in the permit application and accompanying plans and specifications and is ubject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po Flans and procedures. 2. f 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 code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. m Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Online Form Submittal: Residential Roofing Permit Application https://wrmail.ci.wheatridge.co.us/owa/?ae=Item&t=IPM.Note&id= Online Form Submittal: Residential Roofing Permit Application no-reply@ci.wheatridge.co. us Sent: Monday, November 27, 2017 4:48 PM To: CommDev Permits Categories:Kim 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 are Single Family Home on the property? PROPERTY INFORMATION Property Address 3855 PIERCE ST Property Owner Name CLAY THOMPSON Property Owner Phone 303-940-1982 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this 1 of 4 12/01/2017, 2:20 PP line Form Submittal: Residential Roofing Permit Application https://wnnail.ci.wheatridge.co.us/owa/?ae=Item&t=IPM.Note&id=... property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed 170548 Contract.pdf Contract CONTRACTOR INFORMATION Contractor Business Name NORTHWEST ROOFING Contractor's License 070055 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number 303-804-0303 (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary 2425 S COLORADO BLVD #280 DENVER CO 80222 address of your business) Contractor Email Address LHAMMONS@NORTHWEST-ROOFING.COM Retype Contractor Email LHAMMONS@NORTHWEST-ROOFING.COM Address DESCRIPTION OF WORK TOTAL SQUARES of the 17.33 entire scope of work: Project Value (contract value 7342.61 or cost of ALL materials and labor) Are you re -decking the roof? No Is the permit for a flat roof, Pitched roof (2:12 pitch or greater) pitched roof, or both? (check all that apply) What is the specific pitch of 5/12 the PITCHED roof? How many squares are part 17.33 of the PITCHED roof? f 4 12/01/2017, 2:20 PM Online Form Submittal: Residential Roofing Permit Application https://wrmail.ci.wheatridge.co.us/owa/?ae=Item&t=IPM.Note&id= Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) OC DURATION Asphalt HOUSE SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full 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 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 may not begin on this property until a permit has been issued and posted on the property. I certify that I have been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything 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. Yes Yes Yes Yes Yes 3 of 4 12/01/2017, 2:20 PP line Form Submittal: Residential Roofing Permit Application https://wrmail.ci.wheatridge.co.us/owa/?ae=Item&t=IPM.Note&id=... Name of Applicant Leila Hammons Email not displaying correctly? View it in your browser. ,f 4 12/01/2017, 2:20 PM RECOGNIZED AS A NORfN I/riI ROOFING North West :.:... Roofing Since 1963 2425 S. Colorado Boulevard, Suite 280 1 Denver, CO 80222 1 (303) 804-0303 1 Fax (888) 846-5545 3630 Sinton Road, Suite 100 1 Colorado Springs, CO 80907 1 (719) 632-6185 1 fax (888) 846-5545 .8B B88 Rating: A+ Proposal submitted to C son/l North West Roofing Estimator ! � I Jl! Date Street I ICity, 38S Is 54-. State, Zip �? J Job Location/Community C)G 06ec& e. (42 Phone 30 3- �{v- Insurance Company Pa, c�essivy- Policy q 3287 3 3S r Email � 19 t Jii'V}n �(dQ Adjuster !✓x)c— � e -Claim k Z Z-5- 77Zy Scope of Work and Materials to be Provided: The scope of work and materials identified `IN below will be completed by North West Roofing. ICI Tear Off Layers 0 Install Decking (7/16 in. OSB) CHECK DECKING Install 90 lb or Ice & Water Shield in Valleys Install 2 x4 in. Metal Drip Edge Color bVci i -V4 Initials Install new Felt Recover Roof with v)tm5 (L v\ i ndi DiJ ail O v,\ Closed Valleys - With Ice and Water Shield Underlayment Open Valley - With Painted Metal Ridges to be color coordinated shingles Replace - Rubber Pipe Jacks Paint Roof Stacks To Match Shingle Color ALL Replace - Low Profile Vents Turbine Vents _ North West Roofing 3 Year Labor Warranty Metal Step Flashing ❑ Step Flashing Chimney n North West Roofing will Provide General Liability Insurance of at least $1,000,000.00 Clean Up and Haul Off all Trash Protect and Clean Up Landscaping Clean around bushes and shrubs Clean Out Gutters Roll yard with magnetic roller Permit Furnished by North West Roofing I agree, by signing below, to all the contract conditions, both front & back of this agreement. Client's Representative Signature PUEBLO (719) 633-7773 By signing this agreement the homeowner authorizes North West Roofing to represent the homeowner's best interest in pursuit of roof replacement or repair due to storm damage. This contract does not obligate the homeowner or North West Roofing until the claim is approved by the Insurance Company and accepted by North West Roofing. Upon Approval of the claim, North West Roofing will complete specific work at the price agreeable to the Insurance company and to North West Roofing. There is no additional cost to the homeowner except for their deductible. The agreed upon price will become the final contract price and North West Roofing will receive all insurance proceeds and supplements for the work complete North West Roofing. Initials The Approximate Costs of the Services $_7, Shall Be The Agreed Upon Cost Between North West Roofing and �q Your Insurance Carrier. Their RCV Cost Plus Supplements. IW NOTICE If the Property Owner Plans to use The Proceeds Of a Property and Causality Insurance Policy, Part 1 of Article 4 of Title 10, C.R.S., in accordance to Title 30 C.R.S., section 6-22-105, the roofing contractor cannot pay waive rebate, promise to pay or waive rebate or any part of insurance deductible applicable to the insurance claim for payment for the work on the covered property ® Deposit Amount $ 3 600 Date: North West Roofing shall hold in trust any payment from the property owner until materials are delivered or have performed a majority of the roofing work on the property. *May not include any additional taxes, base service fees and or supplements that pertain to the claim. NO CASH ACCEPTED - Approximate Dates of Service: 10 DAYS AFTER AGREEMENT These dates of service are subject to change due to unusual delays in transportation of materials, ordinary weather delays, or by any other causes beyond the reasonable control of Contractor. (800) 333-1704 DENVER (303) 804-0303 ( fax (888) 846-5545 SPECIAL INSTRUCTIONS r?tAAY _ irb} a 11 -ZZ— )7 Date of Acceptance FORT COLLINS (970)484-9430 1105q t3 L,�e 64e- Lim i a Year Manufacturer's Warranty Shingle Manufacturer C)G Color bf*-A30LA70DJ Initials Closed Valleys - With Ice and Water Shield Underlayment Open Valley - With Painted Metal Ridges to be color coordinated shingles Replace - Rubber Pipe Jacks Paint Roof Stacks To Match Shingle Color ALL Replace - Low Profile Vents Turbine Vents _ North West Roofing 3 Year Labor Warranty Metal Step Flashing ❑ Step Flashing Chimney n North West Roofing will Provide General Liability Insurance of at least $1,000,000.00 Clean Up and Haul Off all Trash Protect and Clean Up Landscaping Clean around bushes and shrubs Clean Out Gutters Roll yard with magnetic roller Permit Furnished by North West Roofing I agree, by signing below, to all the contract conditions, both front & back of this agreement. Client's Representative Signature PUEBLO (719) 633-7773 By signing this agreement the homeowner authorizes North West Roofing to represent the homeowner's best interest in pursuit of roof replacement or repair due to storm damage. This contract does not obligate the homeowner or North West Roofing until the claim is approved by the Insurance Company and accepted by North West Roofing. Upon Approval of the claim, North West Roofing will complete specific work at the price agreeable to the Insurance company and to North West Roofing. There is no additional cost to the homeowner except for their deductible. The agreed upon price will become the final contract price and North West Roofing will receive all insurance proceeds and supplements for the work complete North West Roofing. Initials The Approximate Costs of the Services $_7, Shall Be The Agreed Upon Cost Between North West Roofing and �q Your Insurance Carrier. Their RCV Cost Plus Supplements. IW NOTICE If the Property Owner Plans to use The Proceeds Of a Property and Causality Insurance Policy, Part 1 of Article 4 of Title 10, C.R.S., in accordance to Title 30 C.R.S., section 6-22-105, the roofing contractor cannot pay waive rebate, promise to pay or waive rebate or any part of insurance deductible applicable to the insurance claim for payment for the work on the covered property ® Deposit Amount $ 3 600 Date: North West Roofing shall hold in trust any payment from the property owner until materials are delivered or have performed a majority of the roofing work on the property. *May not include any additional taxes, base service fees and or supplements that pertain to the claim. NO CASH ACCEPTED - Approximate Dates of Service: 10 DAYS AFTER AGREEMENT These dates of service are subject to change due to unusual delays in transportation of materials, ordinary weather delays, or by any other causes beyond the reasonable control of Contractor. (800) 333-1704 DENVER (303) 804-0303 ( fax (888) 846-5545 SPECIAL INSTRUCTIONS r?tAAY _ irb} a 11 -ZZ— )7 Date of Acceptance FORT COLLINS (970)484-9430 1105q t3 THIS CONTRACT BETWEEN NORTHWEST ROOFING (THE `COMPANY") AND THE CUSTOMER(S) (THE -CUSTOMER") WILL BE SUBJECT TO ALL APPROPRIATE LAWS. REGULATIONS AND ORDINANCES, AND THE FOLLOWING SPECIALTERMS AND CONDITIONS: This contract is subject to the approval of Company's Management & Credit Department without exception. ALL CHECKS FOR PAYMENT MUST BE MADE PAYABLE TO NORTH WEST ROOFING THERE WILL BE NO EXCEPTIONS. HOMEOWNER WILL STILL BE LIABLE TO NORTH WEST ROOFING. FOR PAYMENT OF THIS CONTRACT IF CHECK IS MADE OUT TO ANY OTHER ENTITY OR PERSON. ' If any provision of this agreement should be held to be invalid or unenforceable, the validity and enforceability of the remaining provisions of this agreement shall not be affected. The customer agrees that the equity in this property is security for the contract. The company shall not be liable for the failure of performance due to labor controversies, strikes, fire, weather; inability to obtain material from usual sources, acts of God, or any other circumstances beyond the control of the company. If the customer defaults in payment of this contract, charges shall be added from the dates of the default at the rate of one and one half percent per month (18% per annum) with a minimum charge of $2.00 per month. if placed in the hands of an attorney for collection. Company shall be entitled to collect all attorneys' fees, and costs expended In enforcing the collection of any charges payable under the contract. You may cancel the contract and obtain an in full refund of any deposit within seventy- two hours after entering the contract. In addition, you may resend the roofing contract pursuant to C.R.S. 6-22-104. If this contract is cancelled by the customer later than seventy-two hours from receipt of the written notice identified in 6-22.104 or if the customer cancels the contract later than 72 hours; for a reason other than the receipt of written notice identified in 6-22-104. The customer shall pay The Company twenty percent (20%) of the contract prices as liquidated damages, not as a penalty, and the Company agrees to accept this amount as a reasonable and just compensation for cancellation and the efforts that the Company expended in relation to the subject of this contract. If material has to be reordered or restocked because of a cancellation by the customer other than permitted by 6-22-104. Company will charge a restocking fee equal to fifteen percent (15%) of the contract price. The contract does not include the replacement of deteriorated decking, roofing jacks, ventilators, flashing, or other materials unless included In the contract and will then be charged on a time and material basis. The Company's Limited Workmanship Warranty (3 years) covers the labor to correct problems with the installation of the roof. The warranty does not cover damage to roofs caused by lightning, gales (SOMPH), hurricane, tornado, hailstorm, impact of foreign objects, or damage to roofs due to the settlement, distortion, failure or cracking of the roof deck, walls or the foundation of a building. The Company is not responsible for any damage below the roof due to leaks caused by excessive wind, ice, or hall during the period of the warranty. The Company's warranty covers roof only. The Company is not liable for any structural movement of the foundation or walls, settling, cracks in dry -wall, cracking or breaking of the driveway during the roofing or loading processes, of minor scratching or denting of rain gutters. Any pictures, wall hangings, lights, and collectables, both indoors and out MUST be secured by homeowner. Any damage to personal Items during installation will not be the responsibility of the company. The Company will also not be responsible for nail damage to people, animals, pets, or property. Pets should not be left unattended during installation. Any alteration or deviation from scope of work involving extra cost will be executed only upon written orders, and become an extra charge to the above estimate. The Customer agrees to be solely responsible for carrying fire, tornado and other necessary insurance. This contract and labor warranty shall not be assigned and are nontransferable unless specified in writing. The Customer will not receive a labor, material, or manufactures warranty if the contract is not paid in full. This contract constitutes the entire understanding of the parties, and no other understanding, collateral or otherwise, shall be binding unless in writing signed by both parties. This agreement is composed of front and back pages and all materials Incorporated herein by reference and shall be considered the entire agreement by the parties. Any representation, statement, or other communications not written in this contract are agreed to be Immaterial, and not agreed on by either party, and do not survive the execution of this contract. The company has the right to order excess materials. All excess materials belong to the Company. The Company reserves the right to require Customers to file for supplemental insurance claims if insurance adjustor measurements are used and prove to be Incorrect, the Company discovers unknown conditions, or due to an increase in cost. The Customer has sole responsibility to provide safe -keeping areas for all pets. Company shall not be responsible for gates left open during or after Company's work. Supplements paid by the Insurance company for additional labor and/or materials needed beyond the original scope of repairs are part of this contract as if contained herein and will be paid to Company either by the Homeowner or Homeowner's Insurance Company. The final full payment shall not be delayed while waiting for city, county or other building inspection department to inspect the work. Homeowner acknowledges Company is a General Contractor and as such will be entitled to 10% profit and 10% overhead if approved by insurance company as part of the claim. Homeowner is solely responsible for Homeowners Association (Covenant approval) of roofing products and color. Company Is not responsible for damage to stucco, siding, and wall abutment due to re -flashing, as a result of installing new flashing. Company is not responsible for satellite dish realignment. North West Roofing reserves first (1) and second (2) right to correction of defects or resulting damage with ample time for correction. North West Roofing will not be responsible financially if homeowner calls a private contractor. ' The waiver of a breach of a provision of this contract shall not operate as a waiver of any subsequent breach by any party. Company reserves the right to bill for percentage of work complete. Customer understands that a stop work order maybe issued if requested progress payment is not met. Company reserves the right to bill on a pay per trade polity. Customer agrees to pay in full at the completion of each trade, prior to the Company starting a new trade. A maximum allowable retainage of 5% of original contract price shall be held for any punch -out items. Customer agrees to pay in full at completion of each trade. STRUCTURAL ROOF FRAMING EVALUATION REPORT Job No. KWL12 -10335 Date signed: December 9, 2 KWL Enterprises 5032 South Cedar Street Littleton, CO 80120 Attention: Kyle Larsen • Re: Damage assessment of patio covers at the residence at 3855 Pierce, Wheat :Ridge Dear Mr. Larsen: On December 8, '`2010 I examined and measured the existing patio cover roof framing -at the above. residence for the purpose of tdetermining the structural adequacy of said roof 'framing. Structural design criteria includes: building code is 2006 International Residential Code (IRC) as amended by the :local building jurisdiction;, snow load of 30 psf; wind speed is 100 mph, exposure C seismic zone B. The existing front patio cover roof framing consists of 2 x 2 purlins with a 20 spacing, sloped at a flat pitch, and spans of 1 78" between rafters composed of 2x2 wood members with a 1 -1/2" x 11/2" x 1/8" angle screwed to the with i(3) screws, with a 20" spacing, a 1:12 pitch and 'a 6-10" span tbetweenia similar angle at the front with a 5' -0" maximum span; the rear patio cover roof framing consists of 2 x 2 purlins with a 30" maximum spacing, sloped at a``flat pitch, and spans of 3' -6 between rafters composed of light gauge steel trusses that were currently collapsed and "damaged, beyond repair, that had a 3' -6" spacing, a 1:12 `pitch and an 8 -4" span between a similar but taller truss at the front with a 6' -3" maximum span. Both patio covers were supported by thin decorative steel posts with visible rusting. I performed computer analyses on several of the special trusses and on portions of the roof framing. It is my opinion that the existing front and rear patio cover roof framing will not be able to support the maximum loads imposed as specified in paragraph one. The Engineered for the way you build ... Designed for the way you live. members that are damaged, such as the rear trusses and rusting members, will need to be replaced to support the loads as specified by the current IRC. The members that are not damaged, such as the 2x2 purlins, 2x2 /steel angle rafters, and the steel angle rafter /truss supports, are not adequate to support the loads as specified by the current IRC. Inasmuch as the site review of an existing structure for the purpose of observing the structural conditions requires that certain assumptions be made regarding existing conditions, and because some of these assumption may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the client agrees that, except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend the Engineer from and against any and all claims arising out of the professional services the Engineer provides, with the codicil that if conditions not identified in this report are discovered during subsequent inspections or repair work, this engineer should be contacted for appropriate re- evaluation and recommendations. Thank you for retaining our firm to perform this structural evaluation service. Very truly yours, MARK BENJAMIN, PE, SECB Certified in the practice of structural engineering Copies: 4 (Provide 3 copies to your roofer for distribution) (Or provide 1 copy to the homeowner for their records) CERTIFICATE OF OCCUPANCY City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 110110 Issued: 03/24/11 Stipulations: Replacement of Front and Rear Patio Due to Storm Damage. This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 3855 PIERCE ST Parcel Number: 39- 234 -11 -029 Owner: Clayton Thompson 3855 Pierce St Wheat Ridge CO 80033 Contractor: Fred McCarthy Carefree Recycled Products 18425 Pony Express Dr Parker, CO 80134 For the Following Purpose: Residential Miscella Code Editions NO change shall be made in the USE of _ ICC /2008 NEC this building without prior notice 2006 ICC /2005 NEC and a new Certificate of Occupancy 2003 ICC /2005 NEC from the City of Wheat Ridge. Sprinkler System C "Bu' ing Inspector Zoning Administrator "1+ / CERTI LATE MUST BE POSTED BY FRONT DOOR OF f I COMMERCIAL OCCUPANCIES I � S 03/24/11 14:12:08 City of Wheat Ridge page 1 hp701 -1s PERMIT INFORMATION - 110110 mmackey PERMIT INFORMATION: Permit #: 110110 Permit Type: Residential Miscella Permit Dt: 02/04/2011 Expires: 02/04/2012 Address: 3855 PIERCE ST Parcel Cd: 39- 234 -11 -029 OWNER: Clayton Thompson Address: 3855 Pierce St City /St /Zip: Wheat Ridge CO 80033 LAND PARCEL INFORMATION: Zone Cd: Residential Multi DO: 1 Funct Use: Unassigned Last Zone Dt: Subdivision: BARTHS, COULEHAN GRA Annex Dt: Cont Type: Miscellaneous Lot: Block No: 0 Legal: JOB DESCRIPTION: Replace front and rear patio cover damaged by hail FEES QTY DUE PAID: Permit Fee 9,700.00 204.30 02/04/11 Called contractor to let them know that Kirk 204.30 he needed to Plan Review Fee .00 132.80 132.80 02/03/11 Zoned R -3. Permit approved by Planning. Total Valuation 9,700.00 .00 .00 Use Tax 9,700.00 174.60 174.60 # TYPE CONTR# CALLED CNCL WHO REQ DT INS IT ---- - - 511.70 - - -- --- - - 511.70 - - -- SetBacks- Front: 25.0 Left: 5.0 Right: 5.0 Back: 10.0 CONTACTS: owner Clayton Thompson 3855 Pierce St Wheat Ridge CO 60033. 3039401982 go C4N Carefree Recycled Products Fred McCarthy 18425 Pony Express Dr Parker, CO 80134 3038057809 ARCH CIS Carefree Recycled Products Fred McCarthy 18425 Pony Express Dr Parker, CO 80134 3038057809 PARCEL INFORMATION: 10 Structure Type RAMC 20 Year Built 1947 30 Property Type REBID PERMIT CONDITIONS: MR: Approved. Zoned R -3. Subject to field inspection. Note: owner /Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. KC: Approved per plans and red -line notes on plans. Must comply with 2006 IRC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 02/04/11 CREATED FROM APPL# 11 -0021 02/04/11 Called contractor to let them know that Kirk has a list of 7 items he needed to complete the plan review. Faxed at 10:39am. 02/03/11 Zoned R -3. Permit approved by Planning. 02/01/11 Given to MR for review. INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS IT STATUS 03/24/11 14:12:08 bp701 -1s PERMIT INFORMATION - 110110 - mmackey 1 FOT:FOOting Inspection 01 -9574 03/03/11 no SCSI 03/04/11 03/04/11 COMPLETE 2 BFI:EUilding Final Insp 01 -9574 03/23/11 no BCSI 03/24/11 03/24/11 COMPLETE. INSPECTION RECORD Occulpancvrryge INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. It INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines Water Service Lines INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) ROUGHS I IL ACUVE HA5 MEEN WUNED Lath /Wall tie Mid -Roof Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical Framing Insulation Drywall Screw PRIOR TO PROCEEDING FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER `j .. ' CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 2352855 Office ' (303) 237 -8929 Fax INSPECTION NOTICE I ?> Inspection Type kr a5 CI Me, Job Address Permit Number WOO ❑ No one available for inspection: T Re- Inspection required: Yes% *When corrections have been made, call fb r�e -i ns n Date: "0��{'1 Ipector: t U' DO NOT REMOVE THIS Ni 4 F I C V: f ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes o� When corr`tion have been made, call for re- inspection at 303- 234 -5933 =, Date: ��, `f a% Inspector: � Y.' DO NOT REMOVE THIS NOTICE . City of Wheat Ridge Residential Miseella PERMIT - 110110 PERMIT NO: 110110 ISSUED: 02/04/2011 JOB ADDRESS: 3855 PIERCE ST EXPIRES: 02/04/2012 DESCRIPTION: Replace front and rear patio cover damaged by hail * ** CONTACTS * ** owner 303/940 -1982 Clayton Thompson gc 303/805 -7809 Fred McCarthy 01 -9574 Carefree Recycled Products ** PARCEL INFO ** ZONE CODE: R -3 SUBDIVISION: 0801 USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATE'. FEE Permit Fee 204.3 Plan Review Fee 132.8 Total Valuation .0 Use Tax 174.6 ** TOTAL ** 511.7 , e_r�9,700.00 k.^ Conditions: MR: Approved. Zoned R -3. Subject to field inspection. Note: Owner /Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. KC: Approved per plans and red -line notes on plans. Must comply with 2006 IRC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable 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 this permit. 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. 4A_e1ZA "17113—IL Signatu of OWNER or CONTRACT (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans 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 160 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 original permit 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 code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inppe�fA n. Signature of Chief Building Offical Date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. e ® City of Wheat�dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application Date:, i Plan# Permit # I i O tic _ 11 3HSS pler et $inet# Property Owner(pleaseprint): O Tb Phone: go3 9yo /9B2 Mailing Address: (if different than property address) Address: 3aSS Piero, City, State, Zip k i t d 94 C-0 $ oog � t1�r'"��1C�V�: C Gc`e rru � Cy��td PraeA.4c�e x M City License # ' Af /A License #: Phone: Plumbing: A( /A City License # N A pia "�s�Rfi[pttff�n�i<„�nio'�J,"It�w H� �+nd Rx nati� eautr, dn.,.,e b �o J.- 3'Y 21' 6" J7x l%t Squares BTU's Gallons - Amps Sq Ft. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 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 me 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 applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE (OWNER) (CONTRACTOR) or (AUTHORIZED of (OWNER) ( CONTRACTORL PRINT NAME: ✓ ^Su Ile 444 F SIGNATURE: DATE: 2,11 /// Bldg Valuation: Mechanical: P/a City License # NIA P J �I .0 $ ontract value: 970(1, a+ Review Fee (due at time of submittal): t 69 . $ pia "�s�Rfi[pttff�n�i<„�nio'�J,"It�w H� �+nd Rx nati� eautr, dn.,.,e b �o J.- 3'Y 21' 6" J7x l%t Squares BTU's Gallons - Amps Sq Ft. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 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 me 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 applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE (OWNER) (CONTRACTOR) or (AUTHORIZED of (OWNER) ( CONTRACTORL PRINT NAME: ✓ ^Su Ile 444 F SIGNATURE: DATE: 2,11 /// Bldg Valuation: City of Wheat Ridge Community Development Department Building Inspection Division Plan Review Notes February 4, 2011 Project Address: 3855 Pierce Street Wheat Ridge, co. 80033 The following items need to be added to the construction plans. 1 Need to provide a legible cave attachment (N18) and I'm not sure which one you wish to use. 2 N18 states "must comply with N21" and N21 is crossed out on plans. 3 N34 states "wood studs 16" on center, need detail for 24" on center. 4 Single span attached and cantilevered drawings are hi- lighted,which one goes where? 5 Item 4 also shows "minimum Yz" per foot slope and specifications on plot plan show %" per foot. 6 Provide elevations showing header height. 7 N18 top mount will require an engineer letter pertaining to dead /live loads on truss tail. Once I have the above items I can proceed with your plan review. Feel free to contact me with any questions. Cordially, Kirk Cadotte Combination Inspector /plans examiner City of Wheat Ridge Building Department 7500 W. 29 Avenue Wheat Ridge, CO 80033 Office (303) 235 -2850 Fax (303) 235 -2857 1 ca VON I Fly IIED P1118[TS PROJECT NOTES PLOatt -U-4 UP �Xl�lvn, CUViA3 4 were d «� .�A b H�j :3 ED r ❑ PLOT PLAN Wheat Ridge Bujtding Dept. �g5 i�ti Date: A10 Phones: — Name: } loa.esanr Re &I tD Work shall comply with the street address: 3 RES peoen S� following codes: 2006IRC,2006 city /state: Wt"I �� t �� $00 -U ar IECC, & 2005 NEC. C7J�tsa /I lort/t 11 e� / �,�- 1 I 11'' 277 3x3 A i.��,,,,�. slts� w/ 12 c�c...( see) n sc^a •; Carefree REEL EEED PRDODCTS PROJECT NOTES L�es, Zoo6 / s�� 3n - A S vrw �V bVI 00 ^vL S Cc.tt� y f� t > t o cJQnti OWwLV 1 tw O� P° CIO Ir ❑ PLOT PLAN Owner I + Name: F -RQu Rsarj R Street Address: ] / 2 & .c .St ag City /State: ha! lK�c�ri �® O00 Phones: 1 •; Carefree REEL EEED PRDODCTS PROJECT NOTES L�es, Zoo6 / s�� 3n - A S vrw �V bVI 00 ^vL S Cc.tt� y f� t > t o cJQnti OWwLV 1 tw O� P° CIO Ir ❑ PLOT PLAN Owner I + Name: F -RQu Rsarj R Street Address: ] / 2 & .c .St ag City /State: ha! lK�c�ri �® O00 Phones: Carefree IECYCl10 /10660111 PROJECT NOTES Ast z do6.TRC. 3 i. OW /uaj ho V ek, w ruo CA e - cJ ji. y2 u 9 t.nx ,&,A O Utz of C -10 ❑ PLOT PLAN - Name: 7AV n7'`' t lee-dent ! . c rVA Street Address: ptt?f Qc- �+nc � City /State: In e d C 003 m r it Phones: r � � s � YY ` c X r s 06 r � (l G i W 00 D Z d UeL408£0£ N N f� a n s F . N z q y N_` r A cJf -r- 1 r ° � F f � w n c 70 cc T n 9 V c n 4 c f� a � oa 0 W 'IND OIlHd S>1O30 332Jd32JHO _ ti N � i W 00 D Z d UeL408£0£ N N f� a n s F . N z q y N_` r o x z at' s- v°- G " n C � w c 70 cc C f� a � oa 0 W OIlHd S>1O30 332Jd32JHO ?SOOL LL LO gad o x z at' s- v°- F Z a � r k � h P O v N� Y r W 1� W to r F 90 E c� x �nJ N fD 0 =� S w h a !0 a 2 2 x_ b m oa c n O 'S G c q_. W W £'d Z18Z908£0£ OliVd S)1030 33W3bVO L 6l ZO gad - --- Fsb - 1 T0:08-a - -- CAREFREE - DECKS - PAT10 - - — �D38057812 p. - 18425 Pony Express Dr, Parker, Co. 80134 (303) 805 -7809 Fax (303) 8057812 ww .CarefreeDecks.com To: IGrk Cadotte From: Jason Fair 303235 -2857 Pages: 4 Phone; 303235 -2850 Date: 217111 Re. Plan review for 3855 Pierce Street CC. ❑ Urgent 0 For Review ❑ Please Comment 0 Please Reply ❑ Please Recycle IGrk, Per your request: 1. "Eave attachmenfArVe are going to use detail N27 for attachment to house instead of N18. The exterior of house currently has a 1x6 beneath the eave and that is where we will attach. Using #10 x 3" wood screws, 6° on center, the screw will pass through the trim and penetrate the 2x4 top plate of the house wall. 2. "Must comply with N21 ' -This is not applicable now due to change to N27 3. "Wood studs 16" on center"- Not applicable due to attachment to double plate of wall on exterior house wall. 4. "Single Span attached " - Lets use Single Span Attached Cantilevered Structure for both front and back. My cantilever will be less than T beyond 3x8 headers. 5. "slope'- the slope for both covers will be Y" per foot per specs. 6. "Elevations" - See attached 7. "N18 top mounf'- Not applicable due to change to N27. hope this clears up any questions and thank you for your thoroughness on the review. If you need any more information, let me know 303 - 805 -7809 Jason McCarthy GENERAL NOTES: 1. DESIGNED IN ACCORDANCE WITH THE 2006 INTERNATIONAL BUILDING CODE. THIS REVIEW INCLUDES THE 2007 CALIFORNIA BUILDING CODE PROVISIONS THAT ARE LOCALLY ENFORCEABLE AND UNDER THE JURISDICTION OF CITY AND COUNTY BUILDING OFFICIALS, PROVISIONS RELATED SPECIFICALLY TO HOSPITIALS AND PUBLIC SCHOOLS IN CALIFORNIA ARE NOT PART OF THIS REVIEW. 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE 2000 EDITION OF ALUMINUM ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE INTERNATIONAL BUILDING CODE. 3. DESIGN LOADINGS: GROUND SNOW LOAD 10 PSF 20 PSF 25 PSF a 30 PSF 40 PSF 60 PSF FOR 0.25/12 > SLOPE < 1/12 DESIGN LOAD 10 PSF LIVE OR GROUND SNOW 20 PSF LIVE OR GROUND SNOW 21 PSF 25.2 PSF 33.6 PSF 50.4 PSF 4. THIS ENTIRE ENGINEERING PACKAGE IS NOT REQUIRED FOR MOST BUILDING PERMITS. SUBMISSION FOR A BUILDING PERMIT MUST INCLUDE: a. GENERAL NOTES (2 PAGES) b. STRUCTURAL CONFIGURATIONS (1 OR 2 PAGES) C. RAFTER SPAN TABLES (FOR LATTICE STRUCTURES), PANEL SPAN TABLES FOR SOLID COVER STRUCTURES) OR BOTH (FOR COMBINATION STRUCTURES) d. HEADER POST SPACING, FOOTING SIZE AND POST TABLE FOR LIVE/SNOW AND WIND LOAD e. ALL APPROPRIATE DETAILS f. OTHER DOCUMENTATION REQUIRED BY LOCAL BUILDING AUTHORITY. WIND SPEEDS IN THE 200610C ARE "3 SECOND GUST WIND SPEED." ALL STRUCTURES DESCRIBED IN THIS REPORT ARE DESIGNED USING PRESSURES CALCULATED FORM "3 SECOND GUST WIND SPEEDS ". NOTE: EXPOSURE B : URBAN AND SUBURBAN AREAS, WOODED AREAS, OR OTHER TERRAIN WITH NUMEROUS CLOSELY SPACED OBSTRUCTIONS HAVING THE SIZE OF SINGLE - FAMILY DWELLINGS OR LARGER. EXPOSURE B SHALL BE ASSUMED UNLESS THE SITE MEET THE DEFINITION OF ANOTHER TYPE EXPOSURE. EXPOSURE C : OPEN TERRAIN WITH SCATTERED OBSTRUCTIONS, INCLUDING SURFACE UNDULATIONS OR OTHER IRREGULARITIES, HAVING HEIGHTS GENERALLY LESS THAN 30 FEET (9144 MM) EXTENDING MORE THAN 1,500 FEET (457.2 M) FROM THE BUILDING SITE IN ANY QUADRANT THIS EXPOSURE SHALL ALSO APPLY TO ANY BUILDING LOCATED WITHIN EXPOSURE B TYPE TERRAIN WHERE THE BUILDING IS DIRECTLY ADJACENT TO OPEN AREAS OF EXPOSURE C TYPE TERRAIN IN ANY QUADRANT FOR A DISTANCE OF MORE THAN 600 FEET (182.9 M). THIS CATEGORY INCLUDES FLAT OPEN COUNTRY, GRASSLANDS AND SHORELINES IN HURRICANE -PRONE REGIONS. SEISMIC LOADING MAXIMUM Ss = 150% SHOWN IN 2006 IBC FIGURE 1613.5(1) S1 NOT APPLICABLE TO THESE STRUCTURES SITE CLASS = D BASIC SEISMIC FORCE RESISTNG SYSTEM POSTS EMBEDDED INTO FOOTINGS = INVERTED PENDULUM >> R = 2.0 POSTS SURFACE MOUNTED = GENERIC SYSTEM >> R= 1.25 ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE JUL 2 7 2009 SUI t0ONNYSON PARKWAY Amei -hnax BULDIN PRODIXTB. NC. PLANO. TEXAS 75024 CMP 7/29/2008 Page 1 of 55 NONE Iu PMTGENERAL NOTES I GN01 -2006 ) 1 OF 2 /( ) GENERAL NOTES: (CONTINUED FROM SHEET NO 1) 5. CONCRETE MIX: FC =2500, 3000 OR 3500 PSI FOR 28 DAYS IN NEGLIGIBLE, MODERATE, AND SEVERE CONDITIONS AS SHOWN IN FIGURE 1904.2.2 OF THE 2006 IBC. PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE POST LOAD IS 750# OR LESS. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND NO CRACKS WITHIN 2'4" OF POSTS. POSTS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OR EXPANSION JOINT OF A SLAB. 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL, ALLOWABLE FOUNDATION PRESSURE IS 1500 POUNDS PER SQUARE FOOT. LATERAL BEARING PRESSURE IS 100 PSF /FT AND IS DOUBLED PER 1804.3.1. THESE DESIGN VALUES DO NOT APPLY TO MUD, ORGANIC SILTS, ORGANIC CLAYS, PEAT OR UNPREPARED FILLS AND MAY REQUIRE FURTHER SOIL INVESTIGATION. UNITS IN SNOW /LIVE LOAD AREA OF 25 PSF OR LESS MAY BE BUILT ON 1000 PSF BEARING SOIL W/O ADDITIONAL ENGINEERING. 7. 20 PSF AND HIGHER LIVE LOAD STRUCTURES MAY BE USED FOR PARKING OF MOTOR VEHICLES. CARPORTS MUST HAVE AT LEAST TWO OPEN SIDES AND HAVE FLOOR SURFACES MADE OF APPROVED NONCOMBUSTIBLE MATERIAL OR ASPHALT. 8. FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER. 9. STEEL BOLTS SHALL BE ASTM A -307 AND HOT DIPPED GALVANIZED, MECHANICALLY GALVANIZED, ZINC ELECTROPLATED, ALUMINIZED OR 3000 SERIES STAINLESS STEEL 10. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 11. STEEL FASTENERS SHALL BE EITHER STAINLESS (3000 SERIES), GALVANIZED OR DOUBLE CADMIUM PLATTED. CONCRETE ANCHOR BOLTS ARE 3/8"W/ 2" EMBED STAINLESS STEEL HILT] KWIK BOLT TZ (ICC ESR 1917) OR EQUIVALENT, ANCHORS ATTACHED TO CONCRETE SLAB WILL HAVE ALLOWABLE TENSILE OF 750 LBF AND SHEAR OF 500 LBF. 12. EMBEDDED POST SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 13. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR POST. (EXCEPT FOR FULL STRENGTH SPLICES) FULL STRENGTH SPLICES (DETAILS O, U, AND X) MAY BE LOCATED ANYWHERE. 14. ALL SELF DRILLING AND SELF TAPPING SCREWS MUST COMPLY TO ICC ESR 1720, 1976 , 2196 OR EQUIVALENT. 15. ATTACHED STRUCTURES MAY NOT BE ENCLOSED IN ANY MANNER WITHOUT ADDITIONAL ENGINEERING AIVALYIS OR APPROVAL OF THE LOCAL BUILDING AUTHORITY. 16. ROOF PANELS ARE CLASS'S" FIRE RATED. 17. STRUCTURES MAY BE ATTACHED TO EAVE OVERHANGS PER SCHEDULE. 7/29/2008 18. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL, OR ABSORBENT BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FAYING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH THE ALUMINUM DESIGN MANUAL PART I -A SECTION 6.6.1 19. WHEN A SINGLE SPAN ATTACHED UNIT IS ATTACHED TO A WOODEN DECK, THE MAXIMUM DEAD LOAD + LIVE LOAD FROM THE PATIO COVER IS 750LBS AND THE POST SPACING SHALL NOT EXCEED THAT SPECIFIED FOR ATTACHING TO A CONCRETE SLAB. THE MAXIMUM CONNECTION UPLIFT LOAD IS 800 LBS FOR 9OMPH EXP C WIND SPEED. CONNECTIONS ARE FOR MAXIMUM PATIO ROOF HEIGHTS OF 12 FT FROM GRADE. THE EXISTING DECK STRUCTURE MUST BE ADEQUATE TO SUSTAIN THESE ADDITIONAL LOADS. THE STRUCTURAL ADEQUACY OF THE DECK TO SAFELY SUSTAIN THESE ADDITIONAL LOADS WILL REQUIRE APPROVAL BY LOCAL BUILDING AUTHORITY OR ADDITIONAL ENGINEERING. SEE DETAIL L13, L14, N12, N13, AL OR AM. CONSTRUCTION OUTSIDE OF THESE PARAMETERS MAY REQUIRE ADDITIONAL ENGINEERING. 20. ANY UNIT BUILT WITH A ROOF SNOW LOAD GREATER THAN 30 PSF IN A SEISMICALLY ACTIVE AREA MAY REQUIRE ADDITIONAL ENGINEERING AT THE DISCRETION OF THE LOCAL BUILDING AUTHORITY. 21. DRIFTING SNOW IS ADDRESSED IN DETAIL BR. SLIDING SNOW IS BEYOND THE SCOPE OF THIS REPORT. 22, ALL MULTISPAN TABLES AND DETAILS ASSUME EQUAL SPANS WITHIN 20 %. ALL SPECIFICATIONS MUST BE BASED ON LONGEST ACTUAL SPAN. ❑m I AMR, I U LA I I ICL 5 I KUCTURES ON DRA �VNGS SCO2 -2006 AND LT01 -2006 THRU LT03- 2006.) SEE GENERAL NOTES, SHEET 1, SECTQXZOR LIVE AND SNOW LOADS. 2. OPEN LATTICE STRUCTURES SHALL,9O ENCLOSED. 3. SINGLE SPAN LATTICE STRUCTUAES ] USE DETAILS L13, L14 OR L25 MUST COMPLY WITH TABLE L1 AND L2 ON SHEET M5. JUL 2 7 2DC9 � t111.L(�,j 71Tj a,X 5208 TENNYSON PARKWAY BCILDINC PRODUCTS, INC. SUITE 100 PLANO, TEXAS 75024 Page 2 of 55 DMWN UT: CMP .a NONE NARAEART GENERAL NOTES EN NEE STAMP 7/29/08 N M6ER GNO2 -2006 OF 2 09 D FOR MIN _LENGTH & E FASCIA SINGLE SPAN ATTACHED PATIO REQUIRE FOOTINGS PROVIDE I E SLaH DRAIN IED(ATE BEAM) �s IN G 252 OF AC G FOR PANEL MAY OVERHANG 25% MAX. OF CLEARSPAN O'HANG. MAXIMUM 25% COL. SPACING PROVIDE 1 1/2" DRAIN n/ 3.5• CONCRETE SLAB REO•D /'v CONSTRAINED FOOTINGS MUL11SPAN ADA M D CAN i ILRTRED SM PATIO COVERS ARE LIMITED TO 12' HEIGHT. CARPORTS AND COMMERCIAL STRUCTURES ARE LIMITED TO 18' HEIGHT. FOR SIZE N29 ONLY C {o /a R �01'I N DE 7 t /2 tl 3.5• CONCRETE SIAH REp'D Y/ CONSTRAINED FOOTINGS E �_� � °� 7/2912o0H I UMW AR MED 2BI XTORE 2•D v/ SNZE SPAN ffEMMING GTR __ .._ •••• ••• unu R - g�IOE I ]NCRETE DDD,,� RAINED Fie PLACE 1 PoST z ♦ )li U -t/2'0 STEEL BAR ' (RE-BAR) F SCHEDULE FOR SIZE AG OR N29 ONLY E TAIL Page 3 of 55 EN NEERS STAMP yr SEE SCHEDULE FOR SIZE DETAIL AO OR N29 ONLY OCT 13 2008 hNONE 111e1�laX 5208 TENNY SON PARKWAY DINC PRODULTS, INC. SUITE T00 PLANO, TEXAS 75024 R SOLID PANEL STRUCTURAL C ONFIGURATIONS MMS sHE E12 . SCOI —2006 1 OF 2 LATTICE COVER M4X POST LENGTH M MA %POST POST MIN EDGIER S' ' 1Y 10' POST MIN FOOTER 8' ' IT IPACIN POST 96E CON STRAINED FOOTS SPADING POST 612E CONSTRAINS (FTI TYPE •? •a'' •C •6- IFTI TYPE "T "C 'T ^ - • P as 32 36 2418' 9 27 32 35 S NOW NAOTH POST pE0'D POST MIN FOOTEp 0' ' 12' LOAD IFTI SPACING FOR SPALIN POST Sea OONSTRAMEI I (PSFI 29 QNSAB SIAS Ifi) TYPEI C q' 0 29 32 14'4' C 29 29 31 R C 30 I 31 105 MPH E %PD6❑REC 30 31 tY4' C 30 30 30 f0 9 22' -0' A 3P -0' E 28 33 37 LIVE 3.s 1B'$ A 3 W c 29 33 37 27'13' 4 1T-0' A 29'13 C 30 33 3] 41 4.5 t5' -1• A 264• C 3t 33 36 5 IJ'J' A 2TIV C 32 32 as 361' -9' C 29 21 0 32 32 as 32 a 114 A 25 -10' 0 33 33 36 0 6.6 10' -5' A 25' -J D 34 34 35 29 T 9'3" A 34` -]" 0 34 34 36 6 7.5 B' -1' A 24'4' D 35 35 35 I 6 8'W' A 23'.]' 0 35 35 35 33 6.5 6'.0' A 23' -2 ' D 36 36 36 30 8 ]'A' A 22' -0' 0 as 36 36 33 9.5 ]' -Y A 22'4' O 37 37 37 1'-1' 10 6'•0" A 21'13' ❑ 37 37 37 C 11 6 A 20'.Y 0 37 37 37 35 12 5' -0" A t9' -1 D 39 36 36 M4X POST LENGTH M MA %POST POST MIN EDGIER S' ' 1Y 10' POST MIN FOOTER 8' ' IT IPACIN POST 96E CON STRAINED FOOTS SPADING POST 612E CONSTRAINS (FTI TYPE •? •a'' •C •6- IFTI TYPE "T "C 'T ^ - • P as 32 36 2418' 9 27 32 35 2Y5' 8 2B 31 u 2D' -9' C 20 10 34 184' C 23 IO 33 18'-1' O a0 29 33 lr-0 C 29 29 32 16' 4• C 29 20 32 15'.2' C 29 29 32 14'4' C 29 29 31 13'4' C 30 30 31 13' -T L 30 30 31 tY4' C 30 30 30 12 c 3D 30 30 11' 4' L 39 30 30 1040' C 3D 30 30 10'-0' C 30 30 30 '- - 0 26 34 38 LIVE 3.6 19'5' A 29 L 30 34 38 4 IP4 A 26' -i' 0 31 34 37 45 15'-1" A 2T.T C ]2 33 37 5 1]' -Y' A 26 c 32 33 37 as 12'1 A 26'-1P' 0 33 33 36 6 114" A 28 -2" C 34 34 35 6.5 - 1C -5 A 24W C 34 34 as ) PW" A 23 -11' D 35 35 36 ZS 9' -0 A 23'4' 0 36 36 as 0 fiW' A U -Ir 0 36 36 35 6.5 8W A 2T4' 0 37 37 37 9 TR A 221" D 37 37 37 45 T4 A 214• D 30 38 39 10 6' -9' A 21'4" 0 38 38 30 11 6 A 204• D 38 as 28 12 54 A 19' -r D 39 as 39 ry P 3d 35 24'8 B 26 32 as 27S B 29 32 36 24 -9 C 29 31 35 IBb• 0 29 31 34 16'•1•' c 29 30 34 17' 4 c 30 39 33 16 C 30 30 33 16•Y C 30 30 32 14 C 30 30 32 13' -9' O 30 30 32 13'4• 0 31 31 31 ,2' -r c 31 31 31 tY4• C 31 31 31 11'F O 31 31 31 10`10' C 31 31 31 IOW' c 31 31 31 30'4' B 29 33 37 304' C 20 33 37 30' 4' C 30 33 37 30'-0' c 32 33 37 30'-0• c 33 33 33 30'-0' D 3c N 37 3tl4' 0 35 35 37 30' 4 D 36 35 37 304 0 37 37 37 20'-Y D 36 K ''30 30 2513' 0 38 38 38 20' -10' D 38 39 38 21-7 D 40 40 40' 27'- 10' 0 90 40 0 27'13' 0 40 40 40 W.I 0 41 41 41 25' 40' 0 42 42 42 '04, B 28 34 39 3V -0 C 30 34 38 30' -0 C 31 34 35 30'-0' C 33 34 38 30'4' 0 34 14 38 304 O 35 35 38 30' -0" D, 16' -0 36 38 29 32 36 3V-0" D 28' -10' D 38 41 38 20'-Y D 36 K ''30 30 28' -0' D 39 39 ti -10' C 28' -1" 0 39 as 21-7 D 40 40 40' 27' -1' D 49 40 40 25'4' 0 41 41 41 25' -10' D 42 42 42 25'-Y 0 43 43 43 20 3 11' -10- q a6' -10' C 2) 32 T3338 1T-0' O 23 24 y 3i 90'-0 D 26 33 3] <1 LIVE 3.5 10'4 q 25• {^ D 2e 32 15'•10' C 29 29 32 30 30' 4' O 29 J3 J> 9 e'A' A 24' -5" D 28 ]Z 14'4' C 24 28 31 JB ]0' -0' D 30 13 37 ii 9} 4.5 ]' -11" A 218 0 26 31 1T-T C 24 27 31 35 2B' -0' 0 31 33 37 41 6 T1' A a2'-Y D 30 31 12'4 0 24 27 30 34 20W' 0 32 33 38 41 5.5 B'•5' A ao41' D 3D 30 11W' c 24 D 30 34 2]W' D 33 39 6 5'41" A t9' -9' 36 41 D 30 30 10'-]' C 25 2 28 34 2 4'0 D 33 33 3 40 5' -5' A 10'-Y 0 ]1 T p.B' ] 5'I" A iT -10^ D 31 31 p.1' C T5 25 28 33 26' -Y 0 34 34 35 40 40 )6 26.4^ 4'A' 26 25 2B 3J E 35 35 35 A 1]' -1" 0 31 31 8'13• c 25 25 28 32 24'41' E 35 35 35 4Y 8 4'-5 A 04' D 31 31 7'•11' C 26 25 28 32 24'13' E 35 36 as 40 8.5 4-II' A 15'4" 0 31 31 32 36 )•b' 0 25 25 27 32 23' -11^ E 38 as 36 39''. 9 3'4t' A 16' -1" 0 32 32 33 as T -1' C 25 1 25 27 31 23'13' E 37 1 37 ) 30 3 0.5 3'4^ A 14 0 32 12 32 36 5'13' C 25 25 2] 31 23• -0' E 3) 3] 37 39 10 3'A" A 144^ D 32 32 32 35 6'4' C 25 25 27 31 27fi' E 37 37 37 3B It 3' -2' A t34" D 32 32 32 35 S' -10' C 25 26 26 31 20' -7' E 37 37 37 JB 12 Z1lr A 1Y4^ 0 33 33 33 35 V C 25 25 a6 30 IV-11- E 38 a8 38 39 7/29/2008 SNOW LMOM POST REOD POST MIN DOTE 8' ' 12' 18' LOAD (FT) 6PALIN FOR SPALIN POST SIZE CONSTRAINED FOOTS (PSFI ON 9LN SLA9 IFT) TYPE 'C •E I - 6•' y M IPOST LENGTH MN{ MLX PoST LENGTH MIN FpOTE 0' ' 12' POST MIN iOpiE 0' ' 12' f Ns COST SIZE CONSTRAINED FOOTS SPALIN P08T SIZE CON.TRRlNED FOOTS WE - T - S I - e I - T (FT) TYPE 'I - 6' I - T -': ^- 25 3 9 A 26 D 26 32 36 40 TF•1• C 23 29 32 36 30' -0• D 2B 34 33 42 3.5 8@ A 26' -1' D 27 32 35 40 16' -0 C 23 29 32 36 3V-0" D 20 33 37 41 9 )' -Y A 24'-0' D 29 31 35 39 ti -10' C 23 28 31 35 SP-0' D 30 33 37 4t 4.5 64' A 23' -0 0 29 31 35 39 tY.B' C 24 27 3D 35 28' -1' D 31 33 37 41 5 6A' A 21'•]' D 29 31 34' 361' -9' C 29 21 30 N 20' -1" E 32 3] 36 41 5.5 5'4 A 2P -0' 0 30 W 34 38 1V -1P C 24 26 29 34 21.2' E 33 33 36 40 6 4' -C A t9' -2' 0 3D 30 33 38 I D 24 25 29 33 26-13' E 33 33 W 40 &6 4' -5' A 16'Q" 0 30 as 33 37 9;4' C 24 25 28 33 26' -9" E 34 34 36 40 ] 1'-1' A 1Td' D 30 30 33 37 B' C 24 25 20 $ 254' E 34 34 35 40 7.5 3' -10' A 164 0 31 31 32 37 B 1- c 24 25 26 32 24'4 E 35 35 35 40 8 3 A 15' -0• 0 31 31 32 36 7. C 24 24 27 32 24 E as 35 35 39 6.5 34• A I6' -2" D 31 31 32 36 T• 0 24 24 27 31 23'13" E M 36 36 39 9 3'4 A 14'4" D 31 31 31 36 6 C 2A b 27 31 23' -1• E 36 36 as 39 9.5 J' -0• q 14'•1" 0 31 31 31 36 iS" C 24 24 27 31 2Y -]" E 37 37 37 39 25 3 9'7 A M'S' D 2] 93 J] 41 i -1' c 24 30 33 36 30' -0• D 2B 34 33 42 3.5 8' -Y A 25' -1• D 28 33 35 41 4$' -0' C 24 20 32 37 90'-0" D 30 39 30 42 A 29' -0' 0 28 92 J8 40 15110' C 24 28 12 38 J04" D 31 34 38 92 4.6 fib' A 23'-V 0 30 ]R JS 40 i2tW C 24 28 31 36 20'4' 0 32 34 37 42 5 6' -9• A 21' -]" D 30 31 35 39 11'4' C 25 27 31 35 28' -1' E 23 33 37 42 fi.5 T@ A 20V' 0 31 31 34 39 10'i1Y C 25 37 30 95 2]'.2" E ]I ]I ]] qt 6 4'•9' A 19'13 D 31 31 34 J9 10'ZI' C 25 26 30 34 26'13" E 34 31 37 41 6.5 4' -S A 10' -3" D 31 31 34 39 84"11;: C 25 26 24 34 25 -6 E 35 35 35 41 ] 4' -1 A 13' 4' D 34 31 33 38 84"- C 25 26 29 33 25' -1" E 36 36 36 41 7.5 T -ID' A 18'-]' D 32 32 33 37 V-1•'` C 25 25 28 33 24'4" E 36 36 35 4t 8 3' -T' A WAT D 32 32 33 37 7 'i- C 26 25 20 33 2q'S" E 37 37 J) 10 8.6 T4• A 15'4' D 32 32 32 37 T -Y . -10 25 25 26 32 23'8' E 37 37 37 40 9 S-T A 4'•]' D 32 92 J3 37 8'3" fC 25 25 2) R 2T•1• E 33 ]8 3B 40 nuou ew geeA 11 -1' D J1 3] 33 a8 6.5 �C 25 a5 a] 32 11 Y1'-T E 38 36 38 40 30 1 1 3 6 6' -0' q q 2 2440` D D 2 27 3 32 3 36 4 41 [ [14- 23 29 32 37 30' -0• D 28 34 35 42 23 28 32 as 28'-9" D 30 34 36 42 2' 28 31 35 23' -5" 0 31 33 37 42 23 a7 30 35 2TM E 32 33 37 41 24 27 30 34 20'4• E 32 33 37 41 24 25 2B 34 26' -1 E 33 33 38 41 24 2H 2B 33 24' -IW E a4 34 3B 41 24 25 20 33 24' -2• E 34 34 35 40 24 25 28 32 2T t 35 35 36 40 24 24 20 32 23' -1' E 35 35 35 40 3 24 24 27 32 22'.T E 38 36 36 40 24 24 27 31 214- 6 A 36 as 36 '39 39 3 9'-0 A 24' -IM D 0 32 35 40 16'•1• .{1' 22 26 32 as 3.5 6' -10' A 23' -T' D 27 31 35 39 13'4' 22 20 31 35 4 64• A ]2'13• D 27 31 34 38 1Y4 'i0 4 27 as 34 9.5 5' -0' A 20'4 D 28 30 a1 30 il' - 1'(C 23 36 90 N 6 4 A 194 0 28 30 33 38 10'4 ±` C 23 25 29 33 5.5 44' q 1$ • 0 29 29 33 37 B -0• C 23 25 20 33 6 4b' A 1]'-1' D 29 29 32 37 SS' y C 23 25 as 32 B.fi 3b• A 184' D 29 20 32 36 740 O 23 25 28 32 ] 3'13 A 15'3' D 29 28 32 36 7 C 23 N 22 32 7.5 14• A 144 0 30 30 31 36 0- -lwlp C 23 24 27 31 9 T -0' A 1f -1' D 30 30 31 35 Z8"4' C 23 24 22 31 • B.5 2' -00 A 134' 0 30 a0 ai as "6'4" C 23 23 28 31 Page 12 of 55 27 2009 l0 39 3 9'-0 A 24' -IM D 0 32 35 40 16'•1• .{1' 22 26 32 as 3.5 6' -10' A 23' -T' D 27 31 35 39 13'4' 22 20 31 35 4 64• A ]2'13• D 27 31 34 38 1Y4 'i0 4 27 as 34 9.5 5' -0' A 20'4 D 28 30 a1 30 il' - 1'(C 23 36 90 N 6 4 A 194 0 28 30 33 38 10'4 ±` C 23 25 29 33 5.5 44' q 1$ • 0 29 29 33 37 B -0• C 23 25 20 33 6 4b' A 1]'-1' D 29 29 32 37 SS' y C 23 25 as 32 B.fi 3b• A 184' D 29 20 32 36 740 O 23 25 28 32 ] 3'13 A 15'3' D 29 28 32 36 7 C 23 N 22 32 7.5 14• A 144 0 30 30 31 36 0- -lwlp C 23 24 27 31 9 T -0' A 1f -1' D 30 30 31 35 Z8"4' C 23 24 22 31 • B.5 2' -00 A 134' 0 30 a0 ai as "6'4" C 23 23 28 31 Page 12 of 55 27 2009 l0 Page 12 of 55 27 2009 l0 I I .�wvCr(S 40 FAN S OCT 1 LOO® EL,,,PANS FOR COMMERCtgL AND PATIO STRUCTURES , 'T6' xB' Su er Sul (MUlBS an) " , Ground Panel 3.5 "x12 "Su peed!and Exposure er12(Mul0spen g '�� Wind S - 2.6"x anJ U Snow"Logtl •Gauge Ezp BS ^"`x Exposure C Ground Panel Wind Speed and Exposure 12" Mark X (MUitis 2 "xe" Flat Panel a 9n (Mullis an) (p0 ) 90 90 105 Snow Load Gauge ExpB Ex Grountl Panel Wintl Speed and Exposure Ground 70 4878 11' -1" 10' -y 7" 9' -0" 710 pat) Qn) ep 90 P,°ra C Snowioad Gauge ExpB Ex osure C Panel wind Speetl antl Exposure Amerimax Building Products LIVE 0. 8' -11" 10 0.018 10'- " 110 (pan (inJ 90 P Snow Load Oauge Ex B 9 024 13 -7 13' -7° 17'_71 1y_p� LIVE 7 18'-0" e' -2" T -8" yp 88 105 110 (psg Qn 90 90 p C 110 Plano, Texaso75024�ay 0.032 17' -1" 77 14'- " 0.024 14' -6" 74'_6,• 0.018 8 10 '_7" g�_ �� 0.036 7 13' 0.032 19'- " LIVE 0.024 11'-3" yy_3" 10,x„ 7 -0" y8 0.018 11-7" 11'•7" 9' -10" 9'.5^ 18'-8" 18'_8" 76tp' t5- 6 19'-6" 171_2,• 10'-4" 7 g_ 0 " LIVE 0.024 14'_ 20 0.018 7' -11" T -11" T -11" T -11" -0.038 20' -10" 20 -10" 19'•5^ yg'_g^ 0.032 75'-4" 15'-q" 1q'_y^ 13�_g�. 8" 14'-7 72' -5" 11' -1p" Carl Putnam, P. E. LIVE 0.024 9'•10" ' 036 0 0.036 76' -0" 16' -0" 15 i4' -8" 0.032 18'3" 16'-4" 7' -7" 7' -1" . 18- 3 4411vy11nk Place 0.032 12'-4" 12' -0'• 10 LIVE 0.024 10'_1" 10' 20 0.018 7 ' 7 " 7 4" 5c,}" g�_ 11" 18' -1 t" 75'-6" Lynchburg, VA 24503 0.036 13'•7" 13' ^ 72 -0" 12'-4" 1 LIVE 0.024 T' -7" 71_7" 28 0.018 e'_ " 13 7•_71' 7'_71' LIVE 2 8 -2' g �_ 2 � 8'_2" (434) 384 -2614 15'_0^ 0 .032 70' -7" 10 70' -7" 70'_71, 0.024 10 70'3" 70'5^ carloutnam�comcastn 0.036 12'_71' 12'_1" 12'_7" 12' -7 0.032 19'_2" 13'_2" 73'_2" 13' -- � - 6'-10" 25 0.036 13'-8" e' -10" 0018 5' -2" 5'•2'• S_2" 5' -2" l to header 16' 2g 0.078 8'_ MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND #10 SCREWS zr 0.038 13' -3" 73' -3" 0.032 13' -5" 73= " 0.024 7 4" FOR PANEL/HEAD 71 T 4" 713„ U" 8' -0" 8' -0" 8' -0" ER COMBINATIONS 0.032 10' -0" 10'-4' 10'3" 0.024 10' -2" -2" 1p'_2' 10'_2' 30 0.018 71.0" T -p^ T_p^ 0.036 75' -2" 15'_2" 10'2' 152" 10' Table 1 Panel #of#tg screws er fo t to Mach panel to header 0.036 1 -9" 11' -9" 17•_9" 11,_9 0.032 13'_9" 73'_0" 73'_0„ 13' -0^ Headers Gaug 2 I 3 ' screws 4 2 I 3 4 I 5 30 0.018 4' -7" 0.096 13'-8" 13'_0" 10'_6" 19' 0.024 7 4 -T g�_4' -7" 30 0.018 T_g" 7•�3" in 80 mph E B 90 mph E C 110 m h Exp C 0.038 12' -2' y2_2 12 _ 2 , 12 _ 0.032 12' -2' y2�_2„ 1 12 �_ 2 ,� 9'_7" 6' -T' 6' -6'-7" 7•3, 6 , - „ 2 9 73'- " 0.024 9'- " g 9 ,_ „ 7_g Db 2x6.625 0.018 7' 10' 0.036 13'- " 8 19= 0.032 9' -0" 9' -0" B' -0" 8'3" 3 9 ' - " 3 9' -3" MAX 4' 5' T MA 7 , - 7 „ 0.018 5'_p' 9" 13 -9^ 0.038 70'-8" 10'- ^ 0.032 11'•10" 71'_78" 11' -70" 71•_70" RF Fascia 0.018 7' MAX MAX 5' MAX MAX 4' S• MAX MA 7 7 _7" 5 -0' S' -0" 40 0.018 3'- 8 10' -8" 0.038 12'8" 12•-8" 12'_0" 12'- 3x0 0.018 T 10' MAX 5' e' MAX 4' S' 7' MA 0.032 e 9' -7" 9'_7" 9'_7" 0.024 7 ._ 7 ,. - 7'_7" 7'_71' T_T' g.. 3 ,_ 9 ,. 3.'8�� 3 '_g , 40 8 " All Ofhers 0.016 T ]D' 8'. T MA 0.038 10' -7" 70' -7" 70'_71' 10' 7" 0.032 10'_5" 10' S" 10'_5 10'_5" 1).024 g•9" g_8" g'g 5• -6" 0.018 6'_3" g'_g" g'•g" 0.024 9' 13' 80 0 0162x6.626 0.018 4' -71' 4' 0.036 11' -10" 71'_7p" 0.032 7' -70" 7' -10" 7'- 0 . 02 4 -0" 8'- MAX 7' 11' MAX 5' 7' 10 MA; 3' ' 4' -11" 60 0.078 _ ^ 11 10 11_10 80 0.038 10 � T -10" 0� 8 -8 RF Fascia 0.024 9' MAX NIAX ' MAX MAX 5' MAX 8 3'-8" 3' -e" 3' -B 7 MAX MA; " 0.018 9 0 9_p 8 0 9_p 0.036 71'- " 10,x11 10_g1 3x6 0.024 9' 0.032 7'_y 0" 7' -10" 7' -1 g" 7'.10" 0.024 6' -0" 6' -0'• 6' -0" 8'_p^ 2' -8" 2 '_ 8 " 2 2'_9" gg 3 11'_8" 17'_0" 1713" All Others 0.024 9' 13' MAX 10 MA; 0.036 e'S" 8' -8" g , •9 „ 0.032 8'3" 8'3" g'_q" g�•4" 0.024 4' -2" D41e 2x6.625 0.032 9' 14' MAX 7' 11' MAX 5' 7' 10' NIA) 8' -811 0.096 9'-6" 0.032 B'- " 0.024 8' -6" 6'- MAX T 11' 9'_6" 9' -9.. 2 g'_2" 9' -2" 8'_2" 6" g.$.. B',6.. TABLE 4.1 -0, RF Fasei 0.032 MAX S MAX MAX 8' MAX MAX 6' 8' MAX NiA) INGLE SPA N TABLES TABLE 4.2 1 71.1^ T -1" 71-7 0.036 9'- ^ 3x6 0.032 11' MAX MAX 9' 13' MAX 6' 9' 12' MA Ground > 5 "x6 "Su er Six Single Span) TABLE 4.3 2 9' -2" 9' -2" 8.2" All Others 0,032 12' MAX MAX t0' 15'. MAX 8' t0' 13' MAb Panel Wintl Speed and Ex osure 3.5 "x12" Super 12 (Singl e S n NOTE: PANELS MAY OVERHANG 26% OF THEIR CLEARSPgN D4 RF Fast 10' MAX MAX e' M M g 80 10Ground , 8' N1AX MAX now Loa 2.5" x 12" Mark X (Single S d Gauge ExpB Exposure C Ground Panel Wind Speetl antl Ex osure an P Ground Panel Wind Speed and Ex osure 2 Flat Panel (Sin Ie Span (paf) (In) 90 5 170 Snow Load Gauge Exp 8 Exposure C Snaw Load Gau e p Panel Wind Speed and Exposure 3x8 0.036 11' MAX MAX 9' 13' MAX 6' 9' 72' MAX 10 0.018 13' -5" 10' -11" 27"' gtly^ (ps0 InJ 80 90 705 770 g FxposureC Snaw Lcatl Gauge ExpB All Others 0.036 13' MAX MAX 11' MAX MAX T 11' (vtA)( MAX LIVE 0.024 1g�_g" 13'_7" 70 0.018 13• -0" 11,_0 ps in 80 �j0 7 7 i 1 LIVE 8-0" 71" 70 0.018 10'• 110 ( f) IN 90 90 0,032 19'• " 0.024 18' -0" iq -g" 11 8'- 10re C 5 8 17 -1" 7" 5 1 13' -11" 12 '• 6 " 11' -11" LIVE 0, 2 1 7• 7, -3" 70 8 11- 'MAX'means the maximum Possible tribute width 0.038 20'3" 18'- p• 79'_0" 16'_ " 024 14'- " 71" 10'_2" 9'- " 0.01 13'- ° 7" 9' -10" 9' •' e LIVE p tributary 1 16'_7" 15'3" 8 15' -11" 0.032 15'-6" 0.024 15'_0" 20 0.018 11' -7" 10'•11" 9' 0.036 20'- 10 "2g' -1g" 032 1 15' -6" 13' -7" 0.0'-4" MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND #14 SCREWS 16' -0" 7q'_ 10^ LIVE 0.024 74'5" 79'_7^ 1471 -0" 20 0.078 t0' -10" 10'• 0.024 0.038 16' -p" y5tp^ yq -g�� 74, -0„ 11" 14' -5" DER COMBINATIONS Table 4.10 T' 11' -7" FOR PANELMEA 10" 8'-q" 8' -71" 20 0.018 B'•5" 8'•11" T -T' T -3" 0.036 18' -11" 16' -11" 15' -B" 15tp" 0.032 15' -70" 15' -70" ' -7" 131_11,, LIVE 0,024 13' -3" 79'_0" 12� -g�� 11 =11" LIVE 11'3" 11'-4° 10' -y' g'-g" Panel #of #14 screws er foo to attach pane 20 4078 10' -0" Heatlers Gaug 2 9 I 2 3 2 3 q 0.038 16' -5" 16 =5" -i" 1g' -0^ 5' -q" . 1 LIVE 0024 2' -0" 12' -p" 12'_p" 71' -10" 25 0.018 11'3" 0.032 t2' in 90 m h E B 90 mI it Exp 0 C 11 0 .032 13'_2" 73 -2" y3' -2" 13' -2^ Db1e 2x6.625 0.018 9' 25 0.018 9'-3" 8'_17" 7' j1 „ 1j %371 25 0.038 13'_8° 1S' -8" yg•_ . MAX 8' MAX 5' 8' MAX 0.032 15' -7" 15:7 14'_ 0.024 12' -1 y" 12' -11" 72' -6" 7y'_y1" 8 13'-8^ RF Fascla 0.016 MAX MqX MAX MAX 18 0 5' 0.036 16= " 7 13' -11 0.032 75'- " g•Ob7 17' -1" 17' -1" 7p'- MAX MAX 10'•1° 103" 15'-0" 75'_9" 2 e' -B" 0.024 11' -10° 11'_ 3x8 0.018 B' MAX 8' MAX 5' 8' MAX 30 0.018 10'-4" 0.036 ' -" ig'_ p" 1g_g„ 18, -0„ 0.032 12' -3" 12'_3" y2'_3" 12' 3„ 10" 11' -10" All Others 0.018 8' MAX 0,024 13' -" 3 8' -11" 30 0.018 8'-e 0 M " 0.098 12'-8" 72'• " .032 73' -0" 13' -p" 1g'_p�' D61e 2x8.625 0.024 12' 8 � '� 1 13'_1" 17•_71' y1' -1" 8'-8" 8'-8" 0.018 g. 8 12'_8" 72'_0" 030 1g' -B" 13' -6" 73,_0„ MAX 10' MAX 7' 10' MAX 0.032 14'_8" i4' -9" 7q'_7^ 0.024 11'_yp' 11'_10" 0. 79'_1p" yy'_1g" 5 g 7'_T' 7•_3" 30 0.018 9�0" g'_p" t3�" RF FaxIa 0.024 MAX NIAX MAX MAX 0.038 75' -g" 15'_3" 13.17" 0.032 13' -9" 0.024 y0' -1" 10' -1" 1p'•1" g'•g" 8 ' -0 " 9 �p" 3x8 0.024 12' MAX T MAX MAX 13' -8" 13'_9" 0.092 11'-8" T' 11-2" 11'- " 7' 70' MAX D 0.018 9' -0" 9' -0" 9'•0" 8' -11" 0.038 74'_7" yq'_7^ y4�_7�� 14 ,_ 71 , 11'-6" 11' -0" 77, -e" 0.024 11' -2" 11'- 2 Atl Ofhers 0.024 12' MAX 10' MAX 0.024 11'_5" 17'_0^ 40 0.018 6'_g•' g• 0.038 12' -0" 12'-0" 12'_0" 72'A" 0 .032 12'_8" 72'_3" 12'_3" 12'_9° Dble 2x8.625 0.032 12' 10' MAX T 10' MAX 5 11'_7" 0.024 10'- " 61 -0" B�G" 40 0.078 7'_q" 7. 0.038 72_8" 72'_8" MAX 10' MAX T 10' MAX 0.032 10'_5" 70'_5" 10'_5" 73,_5•, 9 10'_3" 10'_0" yp' -0^ 7.4" 7' -3" 40 0.018 7'- RF Fascia 0.032 MAX MAX I 0.036 13' -11" 13' -17" 13'_11" 19'_11" 0 . 0 32 11' -t1" 11 -11" 11' -it" 1y -17" 0.024 8' -9" g_g" g�_ 6 ,_ 9 „ 9" 7' -9" 0.078 7'-0" 7 -0 0.036 12' -8" 12' g" 0.032 70' -5" 10' S" yp'_ 0.024 9' -10" 9' -10" 9'- 3x8 0.032 15' MAX 12' MAX 8' 12' MAX 12' -8" 5" 10'5" 10 All Othero 0.032 MAX MAX 0.02 7.4 60 0.018 4' -0" 12' -8" 0.036 1g' -11" 10' -11" 7p•_ 0,032 11' -2" 11' -2" 11'.2" y1'_2° Dble 2x6.625 0.038 12' MAX 13 9 MAX MAX 9' -0" 9' -0" 8' -0•' g'_q�� 4'3" 4'_.p' 8.. -4.. 60 71 10'_y p' 0.038 11_71 11'_7" 11'- " 70' MAX T 10 74' 0.032 11'-4" 11'3" 0.024 e'S" g's" g�_ 0.018 5' -0" 5' -0" 5'.q" g, - 7 17' -T' RF Fascia 0.036 MAX MAX -0.036 12'- " 11.4 17 -0° 0.032 9' -g" 60 9•_g•• 9 -9" gtg" 0.024 T -2" 7: " 0.016 6' -0" e03" g'3" 6 . - MAX MAX 8' MAX MAX 1 12'_1" 72 =T' 12'_7" 0.036 10'• " 0.032 g'_ 2 71.2" T -2" 0.024 810" 3x8 0.036 15' MAX 12' MAX 8' A MAX TABLE 4.5 8 10'_5" 10'_5" 70,_5" 6 8'_g^ g_g" 8,-8" 8' -0" g'_p" g'_p" All Others 0.036 MAX MAX TABLE 4.6 0.038 9' -2" 90 9' -2" 9'_2" 0.032 9'_7" 9'_7° g_7" 9•_71, MAX MAX 10' MAX MAX E 4.7 TABLE 4.8 Ole ADMIRAL SUNROOM 3" OR N2 2'x6' FLAT CORE SANDWICH 4.5" FOAM 3004H36 AL PANEL. INSTALLATION AS SPANS AND 0992 PER ]CC ESR 1230 8'0 STAINLESS STEEL HILTI SEE E ' 29 KWIK BOLT TZ (ICC ESR R0.1 5 y ✓, • ° 0.e 1917) W/ 2' EMBEDMENT AND RO.250 SLAB OR FOOTING SEE DETTAILGBM tl =34• t #14 SELF TAPPING 0.350 SCREW, W 1" WASHER. R FOOTING (6063 -T6 ALUM ALLOY> SINGLE SPAN ATTACHED 2.000 0.363 USE SPACING SPECIFIED IN TABLE �-- 0.525 1.060 �— "'• "' ' ., ;: " �', BUILDWf,PRODUGT6,tNf" SUITE too PLANO TEXAS 6A00 _ _ 75024 ATTACH TO TOP OF HEADERS -� PER TABLE 4.9 OR 4.10 0.295 1.958 6" STRUCTURAL PANEL (3004 —H36 ALUM. ALL ) 3.0" �_E 167" . .167 TIP. 6.00" ATTACH TO TOP OF HEADERS PER TABLE 4.9 OR 4.10 125" 1.500 {— FASCIA CAN BE ROLLED FOR 3 DIFFERENT PANEL HEIGHTS 1.625 I' 0.750 FOR 3.5 2 AND 35' PANEL �-- 0.125_ _. HEIGHTS 1T L I o.lee SIDE FASCIA IS NOMINAL .018" 7.625 0 36 IN THICKNESS. 1.625 2.00 �'-- 3.00 --� � 1/2" ROLLFORMED HEADER. ,(3004 -H36 ALUM. ALLOY) , FOUR #14 So SCREWS EACH SIDE FOR FOOTINGS UP TO d =27" / 2• x 6.5' Rafter 0.042" 3004 H36 ALUM 0.055" 6063T6 ALUM 0.041" STEEL OR EQUIVALENT 0.024" 3105 ALUMINUM SKIN Nq SANDWICH PANEL TO HEADER CONNECTION Rafter Tails Mind Speed 15 8 S NEWPORT FASCIA DETAIL 7/29/2008 FASCIA FROM NI, N2, N4 OR NIB r #10 SMS ONE PER PANEL Structural Panel SEE TABLE 4.9 OR 4.10 0.042'x 3'x e' Header Post C.3 Page 38 of 55 r� NTS /D6 2 "X 6 1/2" (POST SIDEPLATES ALUM. FOOTING " X BRACKET 8'0 STAINLESS STEEL HILTI SEE E ' 29 KWIK BOLT TZ (ICC ESR AT RI T y ✓, • ° 0.e 1917) W/ 2' EMBEDMENT AND •a iv e•�•v 10 STEEL MASHER SLAB OR FOOTING SEE DETTAILGBM tl =34• :_•' Cif;' ACKET FOR CONNECTING POST TO SLAB R FOOTING (6063 -T6 ALUM ALLOY> SINGLE SPAN ATTACHED UNITS ONLY 5208 TENNYSON PARKWAY "'• "' ' ., ;: " �', BUILDWf,PRODUGT6,tNf" SUITE too PLANO TEXAS ° , ^, �., �' '�✓ .,,.._. _ _ 75024 NTS /D6 T Fa- COVER PANEL 0,641 SEE TAB)f 4. x.65 7.88' 1.000 0.W 50 (t= 0.105') or Go (t= 0.059 .875" Typ. 4.04 Ng ST CHA NNEL NNEL HEADER RNIA FASCIA ZALIFORM L A-653 Fy-50 KSI) (ALUM 606.3 T6) ( 9 , 3• x 3' METAL POST THESE DETAILS ARE LIMITED T13 90 MPh EXPOSURE B AND C IV RA mnTF ig EIGHT"IIII4 SMS 4 3` METAL POST DETAIL N8 2 0 EIGHT #14 SMS 00 TWO 3/8- 3/8' A-307 SMI, LAS SCRE 4- TVU MENT 0 VIM IZ WMWRS WA 5 WASHE V MH �D AN D M. SI P SI P MST HI P I 1 - EACH% 0 0 WMER BE El HER R JOIST I' MIN N 12 OR HE - T "IM WUIIL FM U QWE AS DA pyR ATTACHED STRUCTURE POST N 7 3 ATTACHED STRUCTURE POST TO DECK FLOOR JOIST TO DECKING 1 3.00" 0.024" OR N1 SQUAREST 7/29/2008 �X (3105-1126 ALUM. ALLOY) 0.28 2.000 t= 0-032' ALUM = 0.040' ALUM = 0.041' STEEL NOTE POSTS MAY BE TRIMMED W/FLEX -ALUM. FACING. 3 ALTERNATE" PIJST N1 I (3004-H,36 ALUM. ALL( A-653 Fy-40 K,Sl, STEi Ortwxy is um. VIM: A PA TOP MOUNT BRACKET 3" or 4" a lie, 6 5/8' U.Vzq 3, U*V'q 3' 3- �D COLUMN 3 3' SQUARE A, 105 '26 U 105-H26 ALUM. l 6 .5. SrMP. �T�� 2* x 6 -S' SIDEPLATES '3 AL#W ALLO: SIDEPLATE CONNECTION #IOXI -5" SCREWS 6 PLAC EXISTING EWE _"' _4 WOOD FRAMING kSTm A36 BRACKET SPACING SCREWS (9 10 STEEL POST GRADE A Page 39 of 65 LEDGER O R SIDE M O I TRUS T L - ve p 1 . to lei- cic 0 - 14'4" 20 11'-3" 7W' NOT ALLOWED IN SNOW LOAD AREAS MAX WIND LOAD IS 105 MPH EXP C - STRUCTURAL PANEL MUST BE COMPL PERMANENTLY S 7mz OCT 13 2o08 EAVE ATTACHMENT rRATIONS rELY AND 5208 TENNYSON PARKWAY SUITE 100 PLANO, TEXAS 75024 BEj/CID for Newport P2�10 Structures �910,ls Stamp NITS Patio ures 7/29/08 1 —Npm-annn ALTERNATE 3' SO POST CONNECTOR BRACKET (6063T6 ALUM) IF DETAIL L29 IS NOT USED ATTACH SIDE PLATES AS PER DETAIL L26 2.5" 1.575" .060 0.04lx3'x3' STEEL POST 7/29/2008 3/8' BOLTS W/ 1' DIA. x 3/32' THK. STL. WASHER L TO 8' STEEL 'C' BEAM SEE TABLE 7.4 COLUMN 'N' FOR QUANTITY FOR #14 SELF DRILLING SCREWS SEE TABLE 7.4 AtL COLUMN '0'. TIOF 0.7 p --.-L�_L 0.750" T 3/8' BOLTS SEE TABLE 7.3 COLUMN 'H' FOR QUANTITY — OR #14 SELF DRILLING SCREWS SEE TABLE 7.3 COLUMN 'G' FOR QUANTITY DETAIL 3" X 8" - 1 FOR ATTACHED STRUCTURES POST TO WRAPPED 3" X 8" X 12 or 16 GA. 'C' BEAM HEADER CONNECTIONS •3'xB' 12 (t= 0.105') OR 16 GAUGE (t= 0.059') STEEL C BEAM Fy= 50 KSI 3"X 8" SOX BEAM WRAP 3" X 8" X 12, 16 GA. STL. 'C' TRAP W/ 3" X 8" ALUM. BOX B U J HEADER SPLICE DETAIL 2' x 4' Stud 3 "X TWO J "0 X4" RAFTER LAG SCREWS DETAIL "A" Seal with pernanently flexible 6 waterproof sealant 2' x 6' Ledger Board / (optional for lattice patio cover 7 y c4 LAG SCREWS use 1 0 washers ".�*'' to attach rafter brackets 3/8' Lag Screw 0 3" OR 4" o 3' 4' ASTM�''A5D0 GR E A STEEL POST 3.5' MIN ATTACH LATTICE COVER AS PER L7 Seal with 1 flexible 4 sealant 2.5' SEE ALLOWABLE DISTANCE TO FIRST ROW OF PDSTS IN TABLE 7.7 Synthetic other not (1• max. t SheatMng L22 A TTAHMENT Page 15 of 55 FRAMING FIR -LARCH 12 OR BTR BE 14 SMS 3" X 8" BOX BEAM HEADER �I �I ALUM. "H" 8 f BRACKET 3 "X 3" ALUM. L POST �I O6 ;ALUMINUM 'H' BRACKET FOR CONNECTING POST TO HEADER (6063T6 ALUM ALLOY) THIS DETAIL MAY ONLY BE USED WITH DETAIL L2,9, ' �IT1P,I.lYlldX $208 TENNYSON PARKWAY - BUILDIN(; Plt(IDL(1.S.ICC. SUITE 75024 1EJ /( NTS Stamp w :__ __ �.A 1, /an /uo I uu< -tuuo 1 2 of 3 DETAIL "A'• u.Pl6now LOa9 P/IFT Two S save cox,wslM sla C W LAG SCREW S RAFTER g tops R;. a 2a4 - 1x0 2s8 ppMRHA-ps 2.6 "z FASCIA 2 'x WOOD FRAMING fo Pat 2x 2. SEE OETNL DOUGLAS FIR -LARCH 2 6MPHETC 2i6 IV e BlpiT� ( IN) #2 OR BTR '� o -lo• 2x9 sT . as 105 MPH e, 2.6 25PS 105 MhHEzPC 2x9 2x4 izd 2x0 L ASCW OC PS 2.4 4' 4- #14 SMS EACH SIDE J 35f 8' ALUM. HEAD + 6' ao 3.60• �• 2 - 1 .44/2'X .024" + .094' 'ALUM. SIDEP(ATE 2z5 �I.o•F am '� _. aax% recn FO �" OU(.E 0 RxAlt 110 MPN ExPC 6 2i u a0 p° 2x4 111 ur g.2- i1a ' s T Ild' P-0 a 1 P ' s 0 -0' 2'a• r* x19 x —M N 3" x 8" HEADER'" �. 3" x B" ALUM. HEADER 4- g14 SMS 3/4 TEK N21 ALTE�P&TE - 1x0 2s8 rlx ]10 1.10' '0� 0 -0' 4 ay 2T• oa, CONNEN"` EA CFT SIDE CTIO I £ SAVE ATTACHMENT sops 2.a z:s za o -lo• s.a sT . as q,0• °- 4- X14 SMS EACH SIDE 24" 0/C �.0l 2x0 5,6. 5A' i,� 0.1• 110 SMS O 6' P/c S'•Y 2'a' 'S•g 3" ALTERNATE POST CONN. BRACKETS (STEEL A -653 Fym40,000 PSI) ( 1 6.50' 2' max i•2s• BP NG�xER6 .x2'x6A24 WITH SIDEPLATES 2" x 6 1/2 x .024 ® ® ALUM. SIDEPLATE SIR0CN0lJ. PANELS 1/2 ® - /14_,SM 8032'%3'X3• E ALUM POST DOUBLE 2 "x 6.5" or 3'k 6" RW-MRME HEADERS IN PLACE OF NEAM'N4 0.032' X3• 3 "X 6" HEADER WITH READER 'N4' ALUM POST ® ''�EPLATES 24 O/C rvP POST & SIDEPLATES p' --..� f41• T S D VI 3 X 3 POST (W " P 4DER N4 C DOUBLE ALUM sa N24 HEADER CONNECTION : RAFTER �CTURAL RAN$ , �� 25(6 1 /2 "X 12" . _ s ALUM. RAPIER HANGER N25 DOUBLE L x 6 H RS-, 0 16' OR 24" or DOUBLE 3" ' HEADERS O.C. ROLLFORMED ;EE MO x 2' SMS TABLE 7.5 HEADER OR -- 1.625 OR SPACING IIO SMS OFOLLOW- 0.040' 2 6 112' ALUM. 6\ fi O 6" PANELS 1.50 12' O.C. FOR 12' PANELS SEE TABLE 7.5 N10 SMS @ 250. FOLLOWING 3� "7 � .Th. N28ALT NATE- DECORATIVE 1 OR 3.50' SPACING CJ I �C qq r, ppp bA TRIM .062. 6' O/C FOR 6• t ti c � OCT ! 3 21i i11{ - t =.0 2.25" PANELS 12' O/C " I 1 TIV )' U I'" OR J+ N26 ' TYP._ 2.50" FOR ]2• PANEL r > C "�> �J `� ", EXTRUDED HANGER r ... (6063 -T6 ALUM, ALLOY) �•� J+ °o 0.30 STRUCTURAL PANEL h <� a r; ' ' yy� — I I' N27 ROLLFORMED HANGER; /> o r .� ! ' - -"P'�' na'X. 52 N YSON PARKWAY (3004 -H36 ALUM. AEC &) pF,ANO, TEXAS /CP 75024 G BE Page 40 of 55 J omponant arts Connection De oNs N TS Engm er's Stamp for Newport Patio Structures _. 7/29/OR 'NPnt_,P 3.5' CONCRETE SLAB REQUIRED FOR CONSTRAl ED FOOTINGS STEEL POST d C D IT IT p 1 EMBE BAR p EMBEDDED qi Q LEAST 9• CONCRETE FOOTING N29 FREESTANDING OR ATTACHE POST /FOOTING CONNECTION Alum. Seal with Permanently - flexible 8 woterp.00F sealant 2' x 6' Ledger Board (optional for patio cave.. IF LAG J SCREWS use washers to attach Stud nluminum hanger.) stun �— 318' Lag Screw 3.5' ATTACH PATIO COVER 1 AS PER N26 OR N27 Completely Seat with permanently flexible 4 waterproof seoWnt 2.5' MIN PENETRATION INTO WOOD FRAMING _ sa"d Panel "7 Alum, 2x wood 6fudS SPF Sheathing B SMS Bracket Or BTR @1 a/c 1/9' LAG SCR EWS (2 V9' of PENET T]ON WITH (0.060') B SMS ATTACH PANELS PER DETAILS h0.024" 3' x 8• Header I Header a2 AZ, BD OR BG 3" <0.092 I .N 0.042 v 1/4" LAG 0.032" — -- 2•,n s• Stle Plaie I SCREW PER #10 sM TABLE 7.5 L POST I I 010 SM "ANC4 ". MIN N37 3' x a' Header 9 (0.092•) 2 - .25" MIN SCREW . 3 ^ 4' Posr I SPACING IS 1 ° AFTER & SIDEPLATES .' ° I 3 xa4dPost 2)l 'DF WOOD 3004 -H36 ALUM. ALLOY) I I 24.5" SIDEPLATE -�- 'LEDGER r ^ FOUR 11114 SOS EACH SIDE I I - ` r J `... N39 ALUMINUM H BRACKET. ,yaa LEDGER BOARD ATTACH4ENT Seal with Permanently - flexible 8 woterp.00F sealant 2' x 6' Ledger Board (optional for patio cave.. IF LAG J SCREWS use washers to attach Stud nluminum hanger.) stun �— 318' Lag Screw 3.5' ATTACH PATIO COVER 1 AS PER N26 OR N27 Completely Seat with permanently flexible 4 waterproof seoWnt 2.5' MIN PENETRATION INTO WOOD FRAMING _ Synthetic Stucco or SPLICE FOR other non - structural covering ( I' nnx. thick) Sheathing ROW OF POSTS ITABLEE7.7D FIRST N33 LEDGER eoAERO DETAIL 1/9' LAG SCR EWS (2 V9' of PENET T]ON WITH 7/29!2008 INTO WALL STUD) N3z ALTERNATIVE SPLICE FOR ATTACHED UNITS 1/9' LAG SCR EWS (2 V9' of PENET T]ON FOUR #14 SDS EACH SIDE INTO WALL STUD) 3" x H Box BEAM HEADER .n" 3" ALUMINUM "H" e y BRACKET "X 3" ALUMINUM 3• x s• ALUM RAFTER BRACKET L POST a •L a `_HEABERLUM Zna� •o .� ° r ^ FOUR 11114 SOS EACH SIDE an• ° - ` r J `... N39 ALUMINUM H BRACKET. 019 SELF-DRILLING SC REW CONNECTING POST TO HEADER; N36POST ALTERNATIVE FOR e_ SLAB r ) ° � i �."` ALUM. -� ATTACHMENT ONLY r 7" i _. _ ALLO Y) , t l. "O �j o �'�.:) °• • ';fQF�` <>•+ -� lil aa ale.9,A 5208 TENNYSON PARKWAY ° ° =. _ ° \�'' BUILDINCPRODL'CfS,NC. SUITE too PLANO, TEXAS 76024 Page 41 of 55 ®R Engineer's Stomp . 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Stoll u8e01Aleg Buls.dS L 1100d uESea OW B:S/E 8.9/E ow 8.916. 8.BJ9 bl #; S.Ste PL# .8.98 bL# dL# eme 8.91E PL#.. uelsep ielood .All Pa4oentl+e/ 0 N W 1 x p 1 H, D A 3 `a 0 9 4N4M a1gesolltl 0040 960'0 ' -080'0 290'0` SETT LbO'0 Lbp'0 090'0 A90'0 =;.0680 910'0. moo ZEO'0 DZ0'0 m „(ul) Reapwnuwn9/ (W)ReSp 1.PSMW wnulumlr OPeol uo9uel Jai &,vJ%tad to JRgWnN PaJInbON WP elWI Ro.al eup.8451W anitmi dlo JequRt N.E'La gel - S3a111onal5 OLLVd UNV lV1ONOWWOD NOd S1N3W38100mu N31431SVd ONV 150d 0•L INSPECTION RECORD Occupancv/TVge INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. w✓ . INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Xa Weatherproof/ French Drain Sewer Service Lines Water Service Lines INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) ROUGHS nas MEEN Lath / Wall tie Mid -Roof - Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof Xa Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION SY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER .. r CITY OF WHEAT RIDGE `r0 Building Inspection Division �(303) 234 -5933 Inspection line ( 303) 235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type fie= Job Address a ss PigRc c Sr" Permit Number 1I&3o.r7 ^E City of Wheat Ridge 1� Residential Roofing PERMIT - 110059 PERMIT NO: 110059 ISSUED: 01/24/2011 JOB ADDRESS: 3855 PIERCE ST EXPIRES: 01/24/2012 DESCRIPTION: Reroof 20 sqs with Tamko 30 yrHeritage shingles * ** CONTACTS * ** owner 303/940 -1982 Clayton Thompson sub 303/665 -7663 Kyle Larson 09 -0262 Kyle W. Larson Enterprises ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: 0801 USE: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 7,027.00 FEES pj Permit Fee 172.60 Total Valuation .00 E M Use Tax 126.49 ** TOTAL ** 299.09 4 Conditions: 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2' inside exterior walls. Board sheathing with any gap greater than 1/2" requires panel sheathing overlay on entire roof. Sheathing inspection is required prior to covering. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 a.m. on the day of inspection or a re- inspection fee will be assessed. Subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable 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 this permit — 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 doc ent and /or its' accom anying approved plans and specifications. v Signature of OWNER or NTRACT (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans 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 original permit 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 code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field in ec Signature `C f Building Offical Date INSPE ZON REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Building Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855' Fax: 303 - 235 -2857 Inspection Line: 303 - 234 -5933 Building Permit Application Date: Plan #., Permit #: Q� P,ropetty'Ac.... ' 3 �S 5 i Pic t S , Property Owner (please print) I U Y'ItJ - Tin U on V%0 Phone: .3 Mailing Address: (if different than property address) Address: Contractor~: J z Y & r /.— -d v L 4 -.4," ,, Contractor License #: 00)- ), Phone: 3 6 6 S - - 76G3 Sub Conitractdrs Electrical City License #: Plumbing City License #: Mechanical City License #: Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ 7U X 7 06SGJ work , (as calculated per the Building Valuation Data sheet) ccx. r o ` te.'fc d'cra VVw� 2 ✓YfD�GCe.�c Plan Review (due at time of submittal):$ () T /Udr Sq. Ft. /L. Ft added. Squares �_ BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 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 (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to flees ion. CIRLCE ONE:: (OWNER) CONTRACTOR i PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: �`�'� °"� - cam SIGNATURE: Dale: