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3505 Holland Street
INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancy/Type Inspections will not be performed unless this card is posted on the project site. "Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Insnections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof ly Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building 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 from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather INSPEC Inspection online form: ww.ci.wheatrid e.co.us i s ection Cancellations must be submitted via the online orm Belore, Ell a.m. the day of the inspec i ;7m0ww' 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 busine5is day PERMIT:2,C/ � L �1. ' ADDRESS:.. 5s : 5 ILO JOB CODEpt, C' ,{ V E f , 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 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 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:�'U v�i ADDRESS: .�`L �� (L�14J� JOB CODE: l� Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 0., 31,)7 320 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 0., 31,)7 406 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. i City of Wheat Ridge Residential Roofing PERMIT - 201706642 PERMIT NO: 201706642 ISSUED: 08/28/2017 JOB ADDRESS: 3505 Holland ST EXPIRES: 08/28/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Timberline asphalt shingles & Rolled Roofing with 30.2 sq. (27 sq. pitched, 3.2 sq. flat) *** CONTACTS *** OWNER (303)421-1831 W & D CLARK FAMILY TRUST THE SUB (720)345-8802 Gary Dexter 170486 JRC *** 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: 11,375.43 FEES Total Valuation 0.00 Use Tax 238.88 Permit Fee 236.00 ** TOTAL ** 474.88 *** COMMENTS *** *** CONDITIONS *** 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. Midroof & Final Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, 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. City of Wheat Ridge Residential Roofing PERMIT - 201706642 PERMIT NO: 201706642 ISSUED: 08/28/2017 JOB ADDRESS: 3505 Holland ST EXPIRES: 08/28/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Timberline asphalt shingles & Rolled Roofing with 30.2 sq. (27 sq. pitched, 3.2 sq. flat) 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 atte t that I am legally authorized to include all entities na ed within this document as parties to the work to be pert' ed and that 1 w k to be performed is disclosed in this document and r ' s' accompanying approved plans and specifications. �Zhl Signatur f 6WNE ONTRACTOR (Circle one) Date 1, This permit was i ued 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 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 androcedures 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 cr d or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 'y Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz .:�6 �tJ��p�� From: no-reply@ci.wheatri dge.co.us Sent: Thursday, August 24, 2017 11:00 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny 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 r,i '91;�_ Property Address 3505 Holland Street, Property Owner Name Dee Clark Property Owner Phone 303-421-1831 Number (enter WITH dashes, eg 303-123-4567) Wheatridge, CO 80033 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract NA Yes Dee Clark Roofing Contract.pnq CONTRACTOR INFORMATION Contractor Business JRC Name Contractor's License 170486 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 720-345-8802 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 8171 W Louisiana PI, Lakewood, CO 80232 (Primary address of your business) Contractor Email Address kkgappa@comcast.net Retype Contractor Email kkgappa@comcast.net 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? 30.2 L$11735.43 for roof portion No z Does the scope of the( Yes project include a flat roof (less than 2:12 pitch)? How many squares are part of the flat roof? Describe the roofing material for the flat roof: Type of material for the flat roof: Does the scope of the project include a pitched roof (2:12 or greater pitch)? 3.2 cap and base Rolled Yes How many squares are 27 part of the pitched roo 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? What is the roof pitch? Etc) GAF Timberline Asphalt shingle Asphalt Roof pitch is 4:12, house and garage, rear addition flat roof 1:12 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 Yes Yes 3 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 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 Greg Gappa Email not displaying correctly? View it in your browser. 11 41 City of Wh6atBidge COMMUNITY DEVELOPMENT 7500 W. 29th Avenue * Wheat Ridge, CO 80033 * O: (303)235-2855 * F: (303)235-2857 Contractor Waiver for Workers' Compensation Insurance I, (print your name), verify that I am the sole owner or partner of (company name): Contractor No. which has no employees and is not required by the State of Colorado to carry workers' compensation insurance. I further state that if I hire subcontractors, they are in compliance with the State of Colorado Workers' Compensation insurance requirements and have obtained the required contractor's business license from the City of Wheat Ridge. Signatu Date: Contractor Waiver for Workers' Compensation Insurance I , verify that I am the sole owner or partner of JRC: which has no em loyees and is not required by the State of Colorado to carry workers' compensation insurance. Signature Date: 1 f �7 Home Restoration Specialists AGREEMENT 8171 W. Louisiana PI. Lakewood, CO 80232 303-916-1488 720-345-8802 Subject To Insurance Approval W K# Ins. RnnFINI-SkF.47WT 'ATfnNQ t'n r>i /'7 Tear Off 1 Underla ment 15 lb 30 lb Install Shingle/ Color 3 -Tab ime1pact Resistant Homeowners Choice HOA Approval: Yes No Manufacturer's Warranty Z5 4 R/R Roof Pipe Jacks R/R Roof Vents Valley Ride A I r Valley Metal Open Closed ofile High Profile Impact Resistant Inspect Decking R/R Plywood / $50 Per Sheet Al As Needed 2 Sheets Free Install Weather Barrier Per Code Metal Ede 2x2 Painted Roofing Nails 1 t/a " Coil Nails 6 Nails Per Shingle = Hi h Wind Reflash Chimney As Needed Clean Up Tarps Placed For Property Protection & Roll With Magnetic Roller Workmanship Warranty 2 Years Temporary Repair As Needed A roxZa-te Dates of Service 2-3 weeks From Receiving First Insurance Check orA initial (, v Initial SPECIAL C -C;15 With your approval, JRC Exterior Solutions will perform the repairs or replaee�nt specified by your insurance company for the full scopeof insurance proceeds only, without any additional cost to you, except for your deductible and any upgrades or additional work authorized by you that are not part of your insurance claim Supplemental claims billed by JRC Exterior Solutions and approved by your insurance company for additional work, increases in cost, square, linear, and unit cost extras. and general contractor's overhead & profit are part of this contract as if they are contained herein. JRC Exterior Solutions shall hold in trust any payment received from you until JRC Exterior Solutions has delivered roofing materials at the site or has performed a majority of the roofing work on your property. 1Re-fxterier-Solution&-mW not collect any payments from youg i a tvered' to the job site. Upon delivery, of materials JRC Exterior Solution _ .nt Of�check iessw_by Ae incturenee company and your deductiblerripntter will be collect whe.wo is complete d remaiA;fuhave been released by your insurance co any. I � a{`�1 " _X N��� � ��I qdan;C2;Eithin � You have the right to rescind this e - i t 8rfd`obtaiff ll 72 hoursafter entering the contract. If you plan to use the proceeds of a property and casualty insurance policy to pay for the roofing work, you may rescind this contract within 72 hours after you receive written notice from the property and casualty insurer that your claim has been denied in whole or in part. However, JRC Exterior Solutions is entitled to retain payments or deposits to compensate JRC Exterior Solutions for roofing work actually performed in a workmanlike manner consistent with standard roofing industry practices. JRC Exterior Solutions cannot pay, waive, rebate, or promise to pay, waive or rebate all or part of any insurance deductible _ insufanc; .usim for payment tar rvatirg worn ur, ynue Property Owner is�_ / is not intending to make payment from the proceeds of a property and casualty insurance policy. Existing Colorado statute relzted to mmnerty inaoranry f—d mve 1 Q i'l „n c% - .— _____ . . ROOFING -SPECIFICATIONS W/ c1.1/ / / I / Tear Off 1 La 2 La ers 3 La er Underla ment P. 15 lb 30 lb Install 3 -Tab < imensio Impact Resistant Shingle /Color Homeowners Choice HOA Approval: Yes No Manufacturer's Warrant 2 R/R Roof Pipe Jacks owner's insurance deductible is a Class 2 Misdemeanor. This bill goes farther to say that if it is proven a deductible was R/R Roof Vents Valley A I Valley Metal Open Closed Ride ofile High Profile Impact Resistant Inspect DeckingAl deductible amount, or the cost difference between appropriate roofing materials and any lesser quality materials that the R/R Plywood / $50 Per Sheet As Needed 2 Sheets Free Install Weather Barrier Per Code Metal Ede 2x2 Painted Roofing Nails 1 1/a " Coil Nails 6 Nails Per Shingle = High Wind Reflash Chimney As Needed Clean Uv Tarps Placed For Property Protection & Roll With Magnetic Roller Workmanship Warranty 2 Years Temporary Repair As Needed Approximate Dates of Service 2-3 weeks From Receiving First Insurance Check SPECIAL !`f t-- cctA G vtE ctt- 11 *INSURANCE "14�l�tl�C� r�R C.uStow�i` Gi t/Qj-�o � CLAIMS e > - With your approval, JRC Exterior Solutions will perforin the repairs or replage&6nt specified by your insurance company for the initial full scopeof insurance proceeds only, without any additional cost to you, except for your deductible and any upgrades or additional work authorized by you that are not part of your insurance claim. Supplemental claims billed by JRC Exterior Solutions and approved by your insurance company for additional work, increases in cost, square, linear, and unit cost extras, and general contractor's overhead & profit are part of this contract as if they are contained herein. JRC Exterior Solutions shall hold in trust any payment received from you until JRC Exterior Solutions has delivered roofing Initial materials at the site or has performed a majority of the roofing work on your property. -JIle-fxferiet-Solutions-will_not collect any payments from ou e e ivered to the job site. Upon delivery. Initial of materials JRC Exterior Sulutlons 1 _ un+ of the1-1 chw.Li.-q.,-tAted by rt�insurance-company and your deductible nt will be collecte4 heq wo is completee+qnd remai ing fu have been released by your insurance company. I PAe11 I %� You have the right to rescind this c dfobtaif�irfull ithin 72 hours after entering the contract. If Initial you plan to use the proceeds of a property and casualty insurance policy to pay for the roofing work, you may rescind this contract within 72 hours after you receive written notice from the property and casualty insurer that your claim has been denied in whole or in part. However, JRC Exterior Solutions is entitled to retain payments or deposits to compensate JRC Exterior Solutions for roofing work actually performed in a workmanlike manner consistent with standard roofing industry practices. JRC Exterior Solutions cannot pay, waive, rebate, or promise to pay. waive or rebate all or part of any insurance deductible Property Owner is�is intending not to make payment from the proceeds of a property and casualty insurance I 1pal i policy. Existing Colorado statute releted to property insurance fraud (CRS 18.13.119.5) states that paying, waiving or rebating a property Initial owner's insurance deductible is a Class 2 Misdemeanor. This bill goes farther to say that if it is proven a deductible was paid/waived/rebated, the insurance company does not have to consider the estimate from any contractor violating the provision, and the property owner or the insurer may sue the contractor for any damages related to same. Damages may include just the deductible amount, or the cost difference between appropriate roofing materials and any lesser quality materials that the contractor may have used in order to offset the cost of the deductible, etc. Recoverable damages would be case specific. Roofing $ ----- TERMS Cash sales, 50% down, and balance due upon completion. Credit cards not accepted. Permit By signing this agreement, you acknowledge that you have read, understand, and agree to all $ Conditions on the fignt, and back, anCd,, no otherules'staatte on is fa. L ,di'apply Accepted Ey 71 f //7 r Total QQ, Accepted By Date Salesman Date City of Wheat Ridge Residential Mechanic PERMIT - 201708593 PERMIT NO: 201708593 ISSUED: 10/25/2017 JOB ADDRESS: 3505 Holland ST EXPIRES: 10/25/2018 JOB DESCRIPTION: Permit to install new Amana ASX 16 seer 2.5 ton AC unit and Amana 96% efficiency, variable speed 60K BTU furnace. Update whip and add GFCI *** CONTACTS *** OWNER (303)421-1831 W & D CLARK FAMILY TRUST THE SUB (303)980-5544 Stephen Korff 021935 Front Range Mechanical Service *** 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: 10,000.00 FEES A/C Replacement 60.00 Furnace Replacement 40.00 Total Valuation 0.00 Use Tax 210.00 ** TOTAL ** 310.00 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are rea:.rcc; to be installed in every sleeping room, in hallways outside of sleeping rooms, and on evil,, level of the structure. I, by my signature, do hereby attest that the work to be performed shall comply withal I accompanying approved plans and speciticat ions, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am t`%c 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 wo k to be p rformed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or ONTRA R (Circe 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 andprocedures 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 andspecific 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, an violation of any provision of ani applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to fyeId inspection. 0 Signature of Chief Building Official as Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. CitV Of F) Whcat is 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 Email: permits(a-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: I lQd-t� )I Plan/Permit#3 . } .� �')\ S " Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Owner (please print): tet, ',tar k Phone:363 -421- kOozi Property Owner Email: 1 e — Mailing Address: (if different than property address) Address: State, Zip: Arch itect/Engineer: Architect/Engineer E-mail: Contractor: Contractors City License #: Phone: tce,S Phone: :!>0 2j - 490- s'sA/ Contractor E-mail Address: -�rmc' /p_ a:' - - - A&4— v Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License Complete all information on BOTH sides of this form ❑ COMMERCIAL Lit RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT U OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) (?,w AVP4 v�A.. AsX 00 seer ;t.5 -rs n he l ykeC cam. ljun Avt9►.Ina. q b-1 e e✓ N, 6r,cr lole sqe - lao, axe e-tws Sq. Ft./LF l?Ny t Amps Btu's Gallons Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 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 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. I thelicant for this building permit application, warrant the truthfulness of the information provided on the application CIRCLE ONE: (OWNER) (CONTRACTO oor�,(,A�UTHORIZED R/E_PRESENTATIVE of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): ,����il� ` DATE: 10-1-1—t7 ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ i CITY OF WHEAT RIDGE Building Inspection Division CC4V (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE r Inspection Type:��� Job Address:�).�r>%_!�! Permit Number: ❑ No one available for inspection: Time t" 3 AM/pm Re -Inspection required: Yes ,/No When corrections have been made, cal/ for re -inspection at 303 -234 -5933 - Date: iii) ' 3/' 7 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE !, Building Inspection Division i r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Ao F Job Address: 3'5-0;3, ) a 110'i'd Permit Number: �10 / % ❑ No one available for inspectio ime AM/PM Re -Inspection required: Yes (N)o When corrections have been made, call for re -inspection at 303-234-5933 Date:/7 Inspector: � M T- 14 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' /20/__.T, Job Address: 3 -�_O 5 A -/o ( , A,12 S T Permit Number: 2 0/70 ❑ No one available for inspection: Time L-,// AM/PM Re -Inspection required:( -ns No When corrections have been made, call for re -inspection at 303-234-5933 i Date: Inspector: 4 ' DO NOT REMOVE THIS NOTICE - E %t t. dritol " AT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: - Job Address: d S Ho L- f A�Z/v� S Permit Number: ©/`2 0 6,161,11 7—_ ❑ No one available for inspection: TimeAM/PM Re -Inspection required: Yes (No,) When corrections have been made, call for re -inspection at 303-234-5933 f . Date: ! = Inspector: DO NOT REMOVE THIS NOTICE ` A i ITV OF*HEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE ❑ No one available for inspection: Time !;' '� AM/PM r� Re -Inspection required: Vies) No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE "' ME= on OW104000S may not t,*,PMM$od. 3j Complete all information ' on BOTH sides of this form Property Owner 'Emnll n Amps Squar Other INSPECTION RECORD OCCUpanCV/TVpe INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site I Call by 3:00 PM to receive inspection the following business day. °Y/ )LY ) t Wk Rf11It ,Yr =1d-- I 1 11 1 17„ 19 11 n/Yr'11 III INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS J OB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain �f 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 Heating (Underground) YUUK NU UUNGRETE UNTIL ROUGHS Sheathing Lath / Wall tie Mid -Roof Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical INSPECTIONS TO BE SIGNED Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof evearmtrm D �f 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 A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER 0 /EZ? No one available for inspection: T,ir Inspection required: Yes /10/ D( " ' City of Wheat Ridge ]� Resid. Windows /Doors PERMIT - 110176 PERMIT NO: 110176 ISSUED: 02/25/2011 JOB ADDRESS: 3505 HOLLAND ST EXPIRES: 02/25/2012 DESCRIPTION: Replace 1 sliding glass patio door- no structural changes * ** CONTACTS * ** owner 303/421 -1831 Bill Clark sub 303/375 -0745 Timothy Slattery 02 -0146 Champion Windows of Denver ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0804 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 1,809.00 FEES Permit Fee 74.10 Total Valuation .00 /Z ' Use Tax 32.56 1DrJ'rt�� ** TOTAL ** 106.66 Conditions: Tempered glazing is required within 24 inches of doors, in tub enclosures, and as required by code. Replacement windows shall have a U- factor of .35 or less. Inspection prior to covering is required. 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 th'�S d current and /or its' a om I pan approved plane and specifications. � �a) /z l 1 1 c Y LI) Signature of OWNER orl CONTACTOR (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 F i 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 insp t' Signature o hr Building Offical Date INSPECT ON 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. Mailing Address: (if different than property address) Address: /J0 Z. A" b T City, State, Zip: L&tj�A-r - ! ?D e033 Contractor: pf0A1 L�it116auJS d F ��1 Contractors City License #: o Electrical: City License # P hone: Plumbing; City License # Description of work: KGALP0,UG ONE SuD[ub C�F3SS PFIiYd l � _sANt� 5/2� oPf. =NJUc BTU's Gallons _Amps Sq Ft. Mechanical: City License # Contract Value: / $ tJ / Review Pao (due at time or 8ubmIlIB1, : 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 ox 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 applicable City o£ Wheat Midge codes and ordinances for work tinder any pennit 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 anv entity included on this application to list that entity on this application. CIiRCLEONE: (OWNEri) (C0N�0.R) 2 (AUMORrZE�NTATPI/E) of (MATER) (CONT.R.ACTO.I) PRINTNAME: '.Wrr 4Al2077I ZONING COMMENTS: Zoning: Reviewer. DEPARTMENT USE ONLY BUILDING DEPARTMENT COMMENTS: Reviewer. PUBLIC WORKS COMMENTS: Reviewer. FIRE DEPARTMENT:: O approved w/ comments ❑ disapproved ❑ no review required OCCUPANCY; I Bldg Valuation: $ 1 Z00 'd 'ON XVd WV 0Z:II Idd /II0Z/5Z /92d V id e �* I City of Date: COMMUNITY Di;vEIAPMI NT Plan # Building & Inspection Services Division Permit # �) 1 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 R Fax: 303 - 237 -8929 Inspection Line: 303 -234 -5933 Building Permit Application Proparty Address: �� Property Owner (please print): 0 L„prue Phone: 3 03 - Yal- / H / Mailing Address: (if different than property address) Address: /J0 Z. A" b T City, State, Zip: L&tj�A-r - ! ?D e033 Contractor: pf0A1 L�it116auJS d F ��1 Contractors City License #: o Electrical: City License # P hone: Plumbing; City License # Description of work: KGALP0,UG ONE SuD[ub C�F3SS PFIiYd l � _sANt� 5/2� oPf. =NJUc BTU's Gallons _Amps Sq Ft. Mechanical: City License # Contract Value: / $ tJ / Review Pao (due at time or 8ubmIlIB1, : 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 ox 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 applicable City o£ Wheat Midge codes and ordinances for work tinder any pennit 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 anv entity included on this application to list that entity on this application. CIiRCLEONE: (OWNEri) (C0N�0.R) 2 (AUMORrZE�NTATPI/E) of (MATER) (CONT.R.ACTO.I) PRINTNAME: '.Wrr 4Al2077I ZONING COMMENTS: Zoning: Reviewer. DEPARTMENT USE ONLY BUILDING DEPARTMENT COMMENTS: Reviewer. PUBLIC WORKS COMMENTS: Reviewer. FIRE DEPARTMENT:: O approved w/ comments ❑ disapproved ❑ no review required OCCUPANCY; I Bldg Valuation: $ 1 Z00 'd 'ON XVd WV 0Z:II Idd /II0Z/5Z /92d Denver - `contract Dale= CLARK B[LL , CUST M 288 . I 4 j ` I I X X .. X x ORDER SI ORDER SIZE ORDER SIZE ORDER SIRE 1/-1 X �� X x x THICKNESS WALL THICKNESg 2P OPERATION ISLO MULLED TO SGI CASEMENT IDBL HUNG '� CASEMENT , 1 , N O =OPER X -FIXED O.OPER X =FIXED M: 3 OPERATION ISLO GRIDS 2 COLOR STYLE , k >' mi TYPE ROOF TYPE 0 =0PER XaFIXED WALLTHICKNESS STORM D ?CTION # OF LITES - COLOR LOCATIC GR109 PROJECTION =- TYLE LOCATION HARDWARE /I EXISTING DO( GRIDS x LOCATION TRIM GRIDS X DATA ENTRY / OFFICE FILE Ho 'd ON M 0 OZ:II Idd/11HAZ/Add Champion Windows of Denver 10000 E. 45th Ave. Denver, CO'. 80238 (303) 375 -0745 l contrAct Date: M.wxurad MW I CLARK, BILL, CUST #: 28872 v _ i I r SGPD SGPD SI X x x x =R SIZE ORDER SIZE ORDER SIZE OROE.R x x -7/'/(l x 7-q l x ROOF TYPE ROOF TYPE WALL THICKNESS 3 STORM ,,oa #OF LITES LOCAI COLOR ��, GRIDS Champion Windows of Denver 10000 E. 45th Ave. Denver, CO'. 80238 (303) 375 -0745 l contrAct Date: M.wxurad MW I CLARK, BILL, CUST #: 28872 v _ i I r SGPD SGPD SI X x x x =R SIZE ORDER SIZE ORDER SIZE OROE.R x x -7/'/(l x 7-q l x ROOF TYPE ROOF TYPE WALL THICKNESS STORM PROJECTION #OF LITES LOCAI COLOR ��, GRIDS PROJECTION STYLE LOCATION HARDWARE �� EXISTING D' GRIDS X STYLE LOCATION TRIM , ;5!:: ORDER GRIDS x 4• IDETP ENTRY / OFFICE FILE MO 'd 'ON Xdd ITV H:: l Ida /I IH /OZ /ddd CHAMPION WINDOW MFG. 8200 Series Foam Enhanced Vinyl Frame Double Glaze • Low -E • Argon Gas CHw -A -7 Double Hung Window With Grids. ENERGY PERFORMANCE R ATINGiS _ U- Factor (U.S. /l,R) Solar Heatbatn Coefficient () .28 0,19 ADDITI P ERFORMA NCE RA TINGS Visible Transmittance Condensation Resistance OA 4 5 'ovufacyr:r stipuldne Metthesn rating.; conform to paerormNne. M"aC ratings art determined fora had n' =RC, r. no: racommend oily prnovotand does nt Corsrtl(mpnufacturer's literature for piper wR Is of :lupc op OducAS'.ze. I Stowrir use, 000 'd ON Xdj CHAMPION WINDOW MFG. 8200 Series NFRC Foam Enhanced Vinyl Frame Double Glaze Low -E • Argon Gas Ni Fenestration Ralfna Cgungll CHW -A -8 t Slider Window With Grids valum ENERGY PERFORMANCE RATINGS U- Factor (U.S./I.P.) Solar Heat Gain Coeffcient 0.28 0,1 ADDITIONAL PERFORM RF ITINGS Visible Transmittance Condensation Resistance 0,43 57 Manulach reratlpulatesthat tnese retlnga cpnfofm to applicable NRlcprocedures for determinlnq WPoie product performance, NFRG Moops ere determined for a fined set of environmental conditions and a 5pacl5c productsise. NFRG does out recommend any product and does ndiwa the suitgInty of any podgA lot any specific use. =1 Consult manulactureea Iltarature foeoIDar pmdutt performance inlormatten. nvvw.nircArp CHAMPION WINDOW MFG. 8200 Series Foam Enhanced Vinyl Frame Double Glaze • Low -E • Argon Gas CHw -A -7 Double Hung Window With Grids. ENERGY PERFORMANCE R ATINGiS _ U- Factor (U.S. /l,R) Solar Heatbatn Coefficient () .28 0,19 ADDITI P ERFORMA NCE RA TINGS Visible Transmittance Condensation Resistance OA 4 5 'ovufacyr:r stipuldne Metthesn rating.; conform to paerormNne. M"aC ratings art determined fora had n' =RC, r. no: racommend oily prnovotand does nt Corsrtl(mpnufacturer's literature for piper wR Is of :lupc op OducAS'.ze. I Stowrir use, 000 'd ON Xdj Wv IZ 1I INJ /II0Z /OZ /9H3 WINDOW MFG. 8200 Series C CHAMPION NFR%j Foam Enhanced Vinyl Frame Double Glaze • Low -E • Argon Gas Natlonal Feneshation Ratlng Council° CH W -A•7 Double Hung Window ENERGY PERFORMANCE RATINGS U- Factor (U.S./I.P.) Solar Heat Ga Coeficient 0. 0.21 ADDITIONAL PERFORMANCE RATINGS Visible Transmittance condensation Resistance 0150 54 performances. NFRG ratings ove, seermineconform s ofcb4NRRaprocadumafoe and s a c i prod pmduc[ performances. NFRC ratings era Determined fora (o:ed set or enVironmentalcandiGOne end a %peeplc prpduptslZa, NFRG does not recommend any product and does notwarrantthe sudahlllfy of any productfor any specific use. Con suamanufecturers Gterature forotner product performance Informativn.wwunfre.oep Wv IZ 1I INJ /II0Z /OZ /9H3 COMMUNITY DEVELOPMENT DEPT. ~ Inspection SeN'ces Dlv;slon Ii 'i:. (303) 234-5933 Inspection line (303) 235-2855 Office "0'0'0,,0 CORRECTION NO}ICE o Elec. 0 Plumb. 0 Mech. ~tructural 0 Other /1 0 1st P/~np 0 3r~ Job Address: ?6'D5 -f17 ) I {a r a ~ +- =:J(ex j~L.Jj11 1'1U_ - ':F (A I I _, t" (' 11; 1. f P r ()V-( d rj YrUA If n'z; '; ('t?1 (t(;, (~) ({Tn hI) I-I y {(N'r: ;(~;' ("). C , o I {t ) I::;' S/ ) LS '"';0 }/tP _ ( a c;;y,l", h()/f~ I C AC'r I~; a-f-- r; I fa J /J-;,! 1/ ;:JI1tS> /)l \,j)fyI oRe-inspection fee of $ must be paiQ prior to re-inspection. o Blocked Access o No one available for inspection: Time AM/PM .When correcti s have been made, ,call for re-inspection at 303-234-5933 Date: Inspector: Y C:;1 DO NOT REMOVE THIS NOTICE " I -~j i"___.,__c...."___~-'-.'"'"'---.,__~.........._~..__._.._:. _"'._~'." _~_._~_.~~ ..~._~~'-.____. ___ .~_~_. "",",,,,,~,",,,,,",,,,,,,,,.,,,,,,.~, "~~""O,~"",,,,,,,",,~~~,,JJI.\.,,,,, "",,"'" ",!" "=., '" "."""", ~,..,~,,,.,,,,,,l.r,.,,,,,...,,_,,,ll,;ll JnrlJ City of Wheat Ridge Res. Add Structure PERMIT - 070958 PERMIT NO: JOB ADDRESS: DESCRIPTION: 070958 3505 HOLlJ\ND ST 9' x 18' composite deck, ISSUED: EXPIRES: 09/10/2007 03/08/2008 *** CONTACTS *** 303/421-1831 303/288-1090 303/271-1928 Bill & Dee Clark owner gc sub 02-2062 Oasis Deck & Shade, Inc. 62 eS!d ~~~v~ ~~~~~~L~ ** PARCEL INFO ZONE CODE: SUBDIVISION: ** R-2 0616 USE: BLOCK/LOT#: U 0/ Permit Fee Plan Review Fee Total Valuation Use Tax ** TOTAL ** Tt M <;7:mlMATED FEES '" 1..42;:1--( .(:26.50 82.23 1Ji~B] 2~~:H PROJECT VALUATION: 3,769.74 ** FEE SUMMARY ** Comments: AT: approved. _... 'Notet ocatini-ptO~ "~b\~ fof \", --....in\} to \b~ \5 re51""~ en\ll ~~~. ()9Inef1~ilt\P~e\optt\ent ~~ot\ \i!\es~~~'S~d~{QI'i~$\ic~ ;ft\t1 \5,,:;:0 p~ set....d~ ,.. aubmi\tell:::~lin\l from ~ ~rrnt' JS: approved as noted. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or,regula~ions of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume-full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. ~7-'?C" ~ 9-1z--e>/ sfgnature of contractor/owner date 1. ThiS permit was is$ued 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 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 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 have been 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. S. 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 ermit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan s sUbject to field inspections. Signature date INSPBCTION RlQUBST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ~ --:sS City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 . Fax: 303-235-2857 Inspection Line: 303-234-5933 Date: Plan #: (J~- 0 3('12- Permit #: Building Permit Application Property Address: ::3sUS 1+0 llCLn d <;'+'''''4 Property Owner (please print): P.l; II r l)~.. ~ ja.~ "- Mailing Address: (if different than property address) Phone:~ tJ,(J1 JJl$/ Address: City, State, Zip: Contractor: () 1\<;10::. t>E<:\L. !\.J.JO ~...A-Ilt'. TAX! Contractor License #: O;;J. 70 & ;;L Phone: 303-.;;/1111'/096 Sub Contractors: Electrical City License #: Company: HaflSPn fE.k<I.",'1!. fl..:>'! t-Ia-,1SO/V -3'0"38<13, lPttJ'iI Exp. Date: Approval: Plumbing City License #: Company Mechanical City License #: Company: Exp. Date: Approval: Exp. Date: Approval: Use of space (description): n.., I- Description of work: Construction Value: S (as calculated per the Building Valuation Data sheet) Plan Review (due at time of submittal): $ Sq, Ft./L.Ft added: \(,,2- Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restrictions of record; that all measurements shown. and allegations made are accurate: that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Gode (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) f!!!t!I NAME: SIGNATURE: Date: DEPARTMENT USE ONLY ZONING COMMENTS:Rf'n Zoning: ~- Reviewer: PUBLIC WORKS COMMENTS: Reviewer: BUILbtNG DEPNmoIENT COMMENTS: /15;, /('(lVe1> OCCUPANCY: L FIRE DEP= 0 approved~lB 0 disapproved 0 no _ required I SleIg Valuation: $~- "- c; \) C;j vl~~ J; t" r<1 ..., l~~ ~ j }~ lP 17~ ~~~ ~~ ~' ~ ~ "'- It Q> <> f), '" I " ~ -C) o ;? ~ g ~ CD ?i CD o 0' W ,..... 00 '" qc' u) 0 ':) CD I') -.'::; " 2.. (') o o 1_'. ;J ~>''1'~~'" - ~~ 'N' N 'iO' V >< 'v - ~ ~ " IV G to! ..... ::... ~ "" ... '" '" ~ " .... <> l1> <> ~ lZ> <\ ..... '- ~ .. "b ~ c " ~ .S\ .;; '" !' '" ""\ L ;;l, g' ~ ~ ~ llt ~ '" ~ ", ~ " " ~ '"' ~ ? ~ ~ ~ ~ ~. ~ .... C. 11\ ~ :-- ... " ~ ... '" N .... ... - " .... ~~ ~ ~ <> C> ~ '" "" ~ \'" "" ~ ~ ... <:-. ll>. 8 I;) ~ "- "" .. ~ ::;' l:O <> <:It> l' ... ~ ... t'l IN ~ !;j .. ~ ~ ; f-- 'l 1:., f'~~ r:_~_, __ _~.=~~.~_=_ _.-----. " If I' 1'- 1;' E': i--~, ... f,,~_ I jl 1 ~ - !!l2;' t'~ . ~~ :::s -<;,r-, ~,.. _4 ... II' D ~ r:;" ('> C" :t: I"> N ... 0 ... ..... .. .... '" .. ..... " ..... 'to '" '" .. , ~ '" ~ ""~ "" ? ... ... r\ ... '" "" " -;:;- ~ '" " ,. ~ '" .. ~ '" I:> ~ ~ Q, "" .... , \'I , ~ ~ t'l " .. '" ~ : '" - \'t ... , '<> I\J .,.. :to I) Ii ~ ~, ~. en OS' ::0 III 1" :;0 a: IQ III ~ ~ CD e; : ::0 ~-t-I>fQ ::0 L.:--.. C O~~ if ~ ~ ~ III ~ '(l !)~ "" i1i':;:O 5:0 5"< I~ ::0 .. 45' i ~< U~ . ~'E' ~ f' ",,:~i{- 'ill,,,,g,, ell a C,D -4 "'f'J 5~:!l-if 1'5 ~(Q g !:-. - ~~.:;~! !!: ~~=cr ~ - if" ~ [ 2'1"' Q, ~~ -, "' lll-i5: i Q, ~~'i i g.~lt~~ "~~!l:! ~!~i I ~3'Qll!.Q, 0 ~;.:c,Q,1 1i'S1~!l!" t:l UTi t ~ ~. g'i 5.. 7f .. T I I I I ; , I Ib ~ ::r CD . .. ::u a: CQ )>CD "01 "c ... -. 06: < -. CD :s Q,CQ C CD " . i CD ::I .. ... '" ~ .. n " . " ... ~ ~ -a )> z ~ '" ~ s; - '" '" (') OJ '3 ~ ~ ~ ::c (') <D ~ ill ::c ~ u; ::; "4 ...., ro ro ~ ~ <;> ~ ;:::. I.).. u; i ili ~ '" "" l"I ::; ('\ '"' 2: ~ l'o. 3!. ~ "- tl> ~ .... ...., ~ ";'I ~ ~ " IN W I , , I i -;tOO() 0 n 0 ::; " ill (') ~ "" 0 m ~ <D I '" "- " ... " ( , , I I ~ (-l I ... I " I -, I " I '" I ?- ",," I " 10 " "- J> , ~ t) ~ ~-YJ ~~~ :!2 ~~ ~~ r a ? ~ ~ w' J 0 c ~r~ ',0 " ,:" ;:;: co , ~ t~ co - ..{:.:. ........ "-" ~ 0 co (') " L o ~ &11 \\l ITi' ~~ ~. ill ~ ~ ~ (') U 0 4J OJ ~ 0 I-' ~ 1\.) . 11 . I) , , 34" :.,; ~ (' "Y':~+';::~"~:c'~~i~~,:'-r*,'5'~"'A''!'P>,1"~?;" ,,~ ','~~' ,~_. ""', ",' "",%,', "',P_P""""""''''''"p "'." ,'~?"~~ r,""" .,"',,'.... "'."" , ' ","""..,Li,nt,~, .",~IJJ1,"~,....--"- \ City of Wheat Ridge Residential Electric PERMIT - 070843 PERMIT NO: JOB ADDRESS: DESCRIPTION: 070843 3505 HOLIJ\ND ST New 200A service ISSUED: EXPIRES: & move wires for patio door. Add 08/13/2007 02/09/2008 GFI & lite *** CONTACTS *** owner 303/431- gc 303/843-6108 Bill Clark Rod Hansen 01-8356 ROD HANSEN ELECTRIC * * PARCEL INFO ZONE CODE: SUBDIVISION: ** UA 0616 USE: BLOCK/LOT#: UA 0/ Permit Fee Total Valuation Use Tax ** TOTAL ** ESTIMATED PROJECT VALUATION: FEES l:::H lk~EiJ) 150.60 2,350.00 ** FEE SUMMARY ** Comments: 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 SDpwn. and allegations made are accurate; that I have read and. agree to abide by all conditions printed on this application an4 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 field inspection. 4:-4Y ~,. g-}3-()7 Signature o contra tor/owner date 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 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. . 3. If this permit expires, anew permit may be acqulred" 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 abandoIiment has not exceeded one (I) year. If changes have been 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. Coritractor 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 permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval f, violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All pi is subject to field inspections. Signature date INSPBCTION RBQUBST LIHB. (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE SY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. . ~~ WH'~r 1'/ ~ 0 - " u ~ ruLOR"\:P COMMUNITY DEVELOPMENT.DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) MINOR APPLICATION clqrtf /1 '" I!Q~ if S/_ Building Permit Number: Date: I PLAN # Property Owner: Property Address: Contractor License No.: IS:I { 3 s.~o s- Phone: :? " S ' "(5' ( Company: J( ~ "" II", 45 _'? ,t,:/,.. <1, 'L Phone: OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Buildinq Dept. Valuation Figure: $ 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 aUegations 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 field Inspection. Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ (OWNER)(CONTRACTOR): SIGNED rJ( .N;I..., /~ /-!c;.,,5~, . DATE'? ./;307 DATEt-/.:?, 0 {OWNER)(CONTRACTOR):PRINTEO t:J' 'V' It T,/ Use of Space (description): Description of work: N" cv .;?,j 0 For [>,,1"<2 Ii nil'" j::>" 0 r 5l""f'J,r(r" A..,t~j .-YJ-u?J('" iA.//,e'f' ._ ,/ ~{ G,;:-:r (ir,,<I L"7 &1 f Sq, Ft. added ZONING COMMENTS: Approval: Zoning: BillLDING DEPARTMENT USE ONLY SIC: Sq,Ft: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval; Occupancy: ' Walls: Roof: Stories: Residentiai Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (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 (8) the building authorized is suspended or abandoned for a period of 180 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 have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid fora 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. All plan review Is subject to field inspections. Chief Building Officiai Certificate of Completion AND / OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80033 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE. PERMIT # 16811 19' x 17.6' Shade Cover OWNER: Bill & Dee Clark ADDRESS: 3505 Holland Street PROPERTY ADDRESS: 3505 Holland Street. Wheat Ridge. CO 80033 CONTRACTOR: Carefree Recycled Products ZONING ADMINISTRATOR DATE 3/26/2004 CHIEF BUILDING OFFICIAL , $f I INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOB ADDRESS ::;5:)> )~U..1.l'-_d 5t . BUILDING PERMIT NO. 1<'., ~ II OWNER 61' 0 p --r J>e.-e-- (I iJ ~./V"'L CONTRACT~R i ~ '\"f ,;; Q , /u7 "''.~Of' f" ~ {-Vli:i0vcTs SETBACKS FROM PROPERTY LINES NORTH ' SOUTH /' !. ?, ,,/. , I ~'",.<' /! j:', l' f(, I"~ ft-~L?t...<.~ (.'-"t,...... ,I (, I /"(0..- DATE ISSUED ::z, II ==) ) Clef-- I TYPE I OCCUPANCY I EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION I DATE I INSPECTOR Foundations Footings Caissons ?/z.i.fhtJ. ~ Reinforcing or Monolithic ' , Weatherproofing POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation Framing Insulation Drywall Nailing Roofing Refrigeration Electrical Underground Final Electrical Plumbing Heating & Ventilation Frame 3/ :1-<010'1- v.Ff R.O,W, & Drainage I , Fire Department Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER 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: 16811 Date: 3/13/2004 Property Owner: BILL AND DEE CLARK Property Address: 3505 HOLLAND ST Contractor License No. : 19574 Company: Carefree Recycled Products Phone: 421-1831 Phone: 805 7809 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Description: -JC:J ~',.:' 1 4:')'3 :':\ 19 X 17,6 SHADE COVER OPEN IN DESiGN TO ALLOW LIGHT/WATER TO PASS THROUGH, _,n~ Total: $5,166,00 $162,90 $105.89 $61.99 $330,78 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 ;3blde by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U's,C,) and all other applicable Wheat Ridge Ordin:;;r::' for work under this permit (OWNER)(CONTRACTOR)SIGNED ~ ( \..L~ DATE,P3kj I Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: BUILDING DEPARTMENT USE ONLY lI!om;m:;C:)ol~1,nte Approval: JH Zoning: R-2 SIC: Sq, Ft: 3/12/04 Please Note: ~er I contractor is responsible for locati' hnes and constructing improvements accorc appr~ve~ plan and required development staL Th'~l Cl~~ ]S nO,t r~sponjibk: rur :naccuratc jnfon. S...:;rn.~.,~d wal']''' '1,,-. ,.1 '.", j ":ll H. !", 0,1 .,d .:.ill :lllY conslruct1, 0:: ;cr::; tl'suiULc from ill~l~,',L:L!"; jnG')!':. IL::l. Iil'LiI--';"--"'''-- IiJI ,_ ~_w~ll_ Approval: MS IPpl_orliGm.QJIEi~. Approval: 3/12/04 Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: 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 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 ordina~w, rule or regulation. elll, J UJJ...at ~,/g, 12m ~ Chief Building Inspector Please sign Terms and Conditions on reverse side of page. 0< WH[.! COMMUNITY DEVELOPMENT DEPARTMENT ,:-~O BUILDING INSPECTION LINE - (303-234-5933) u g CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE "'0((,..09 WHEAT RIDGE. CO 80033 - (303-235-2855) Building Pennit Number: Date: APPLlCA TION Property Owner: Bill o.~ ,t D,::-e C100~1<.... Property Address: 35'0 S' /,I.II..-<\.st. Contractor License No,: Company: Mc.C .,. fi 5<50<:. d &... C"''''-FLU e'<->r,-LJ, t',oolv.J. Phone: 303 '-/;;1 J 183' Phone: 303S'O:i' ,gO' OWNERlCONTRACTOR SIGNATURE OF UNDERSTANotNG AND AGREEMENT I heleby certify that !he se1bacl< distances proposed by thb permit application are accurate, and do not violate applicable onlinances, rules or regulations of !he City 01 Wheat Ridge or <XlVenants, easements or restriction. 01 reconl; that all measurements shown, and allegations made are aocurate; thai I have read and agree 10 abide by all conditions printed on thb application and thai I assume '"" responsibility lor oompliaOce with !he Wheal Ridge Bulding Code (U,B,C) and all other applicable Wheat Ridge Ordinances. lorwor1< under thb penn~ (OWNERXCONTRACTOR): SIGNED -1 M.. ~ OAT&;'- /1- 0 'I (OWNER)(CONTRACTOR): PRJNTED~()Y\. DATE Construction Value: $ Permit Fee: $ Plan Review Fee: $ Use Tax: $ 5\l.>\, ~IO If19l Total Fee: $ DESCRIPTION: III ~ 17. <, Sho.~ ~ opt..., ,.., ~S.\')" ~ a..1lvv./ L,.,h.\- t w...u-" h., f'''';''- +h~..,"'t--- BUILOING DEPARTMENT USE ONLY SIC: fFifEC MAR 1 1 200~ -___ Y n --~ ------- ZOHlHG COMMENTS: /J- / I L ft{>proval:J'f/ J /2. O-r Zoning: K -1. BUILDING COMMENTS: Approval: mS:?1 lz.\o4 Puauc WORKS COIlIIEHTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: nleal L1canse 0: Co~~: R 0 \j c\\O"'" Expiration Date: Expiration Date: f'.. ? ? \~on Date: Approval: Approval: , \. \.0 t'\e ~proval: e\"t. (1) Th.._wa....uodlo..-.._IIM_.........Io,.... sndl._.."'.~~.~~:~~ '.Z._,~R.. _. Md BuIkIIts CodeI oIWhNt Ridge, Cokndo 01' any odw IPPItab'I on&lIIc;n 01 CRy . I\I'ne3.\ '" ...... (2) -_...._.W"'......-..............-.cl_oldy(..) ";,,,..............(B)IIM "'b.._.................,.... _all21_ J',,' . .~-_._-_._...._..- ~-.....~._.~- ,.... and ., I 1- .. . _.,......1kM 01' ~ ha,ltOI uCMHd OM (1 ..... ., changes. ,hIVe . ~.or ablftdCN..mIIIt .cMdl OM (t) ,...fuI......blpaldfor.....,..,... . ...... (4) Noworltof8JmuMrlhallbtdoll,lhItwildwtgeUttnlluralftowofw..caullnga agtproblee.n. . (5) Cclnhdor ..... ... 1M BuIIdIRt ........ b4.A) tow P') houra '" ...~ for aI . ~lJn . _ appovll on Inlpecloft tIf'd before ...........-_............al....)ob. "" 11M ts...~ of . permit or th. apptO'VaI of drIwlng. and tpKifklllionl stlaJI not be tonlb'u..t 10 be . pennII 'or, nor an approvu of. Iny vioIltion of lb, prOVtskNl. of the building codes or any other ordinance, law, rule or reslulatiOll. Plumbing License No: Company: \ \ (') Chief Building Inspactor Champaigne Cameo Beige .:. DURABLE AND STRONG .:. LOOK OF REAL WOOD .:. MAINTENANCE FREE .:. BAKED ENAMEL Colors Available I[].',....'..'.......,.......,.......,...'........,.............,....,.,...,.....,...",...,..,.............. c=J c=J..,............................ ':::';'>>.':<'. . .. ....... ...... " ?x:::x;:;:.:::::: .::i/'''.'__''. c=J c=J AUTHORIZED DEALER Redwood White Brown Platinum Manufactured lJyVALLEY ALUMINUM. Phocnix,Arizona Manufactured by VALLEY ALUMINUM' Phoenix, Arizona' leBO Approved &18102rh Building Guide. Colorado Chapter of the International Code Council How to Use this Guide Provide two sets of plans and complete the following: 1 Complete this Building Guide by filling in the blanks on page two, and indicating which construction details will be used. 2 Provide 2 Plot Plans (site plan) showing dimensions of your project or addition and its relationship to existing buildings or structures on the property and the distance to existing property lines drawn to scale. 3 Fill out a building permit application. The majority of permit applications are processed with little delay. The submitted documents will help determine if the project is in compliance with building safety codes, zoning ordinances and other applicable laws. The Colorado Chapter of the International Code Council is a professional organization seeking to promote the public heatth, safety and welfare to building construction. We appreciate your feedback and suggestions. To obtain a master copy of this building guide, please wr~e to the Colorado Chapter of the Internalional Code Council, P.O. Box 961, Arvada, CO 80001. -,- -~- ...-;,. This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2000 International Residential Code, It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. ~7uft..~~e 7500 ':!. 2</' )lve, 'Hiftea' 'lGdiJe, CO 80033 (303) 235-2855 1 6118102rh Single Family Residential Patio Covers &: Carports Directions j'!s- '4f"nM~ 51-. 1. Fill in the blanks with dimensions and materials which will be used to build the structure. Please print legibly. 2. Indicate in the check boxes which details from page 3 will be used. Please note if any of the sides of your carport addition are closer than 3'-0' to the property iine, that side of the carport must be enclosed with a soiid 1 hour fire rated wall as shown in Alternate Details Band C. You must however, keep at least two sides of the carport open to conform to the building code requirements. Zoning approval is required. 3. Roofing to be installed per manufacturer's instructions, including low slope application and required inspections made, Roof coverin ", Underlayment ) (e)(B.mple: 2/ayers 151leit) Sheathing (exsmpJe: 1/2" extenor plywood) 2x~rafters spaced~" O.c. (example: 2 x 8 raflBfS spaced 24" D.C.) , No closer than 2 feet to property line Beam splices to occur over posts with 1 1/2 bearing o Detail A o Alternate A (see page 3) o Detail B o Alternate B (see page 3) W~"xL"beam (example: (2) 2'x10') Existing building "':{~r:~~~ .. ". ." Maximum rise 811 at coor J Span J4'o (e,.,.",., 12'O') Siding (10< Aifema1e B only) .~, Concrete Slab ~"x~"posts (_<"x<') spaced .J!L apart (e"""",6') .:;.,'..;'......,"..:<'..~..-,;'...':<....-.".-:,.";.:-.'......-.:'.';.". Minimum Diameter Pier 8' Footing ~"x~" (for A1t9f08te C only) This handout was developed by the Colorado Chapter of the International Code Council as 8 basic plan submittal under the 2000 International Residentlal Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. 2 6118102rh Single Family Residential Patio Covers & Carports Detail A Ex~ting roof rafters or trusses Galvanized melal joist or rafter hangers Extend underlayment "om new roof a minimum of 16' onto existing roof , . :-- Remove existing fasda ConI. 2x ledger Secure ledger to wall with 4'/2' x 318' min, lag bolts @ 16' Q,C, Locale lag bolts to penetrate top piate or studs Note: Remove brick veneer at top of wall before inslalling continuous 2x ledger Solid 2x blocking Roof tie downs required Galvanized metal posVbeam connector Treated or decay resistive post Minimum 31/2") I." concrete slab ~ Galvanized column base wi 1" spacer to concrete 8" minimum Anchor bolt r minimum penetration 3'-0" This handout was developed by the Colorado Chapter of the International Code Council as a basic ~an submittal under the 2000 InternaUonal Resklential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Alternate Detail A Lap underlayment a minimum of 18' under existing roofing felts Solid 2x blocking Roof tie downs required ConI. 2x6 secured to existing roof with fasteners at each rafter or truss R f ti do . ed Solid 2x fire blod<ing 00 e wns reqUlr "-- ....... 518" type 'X' exterior ~ gypsum sheathing Galvanized metal postlbeam connector 2x facia Exterior siding Infill between posts wi 2x4's @ 16" Q,C, (No closer than 2 feet to property line 518' type "X" exterior gypsum board soffit Alternate Detail C - 1 Hour Wall Bottom plate shall be treated wood or Foundation redwood Infill between posts w/2:x4's@ 16"O.C, Minimum 31/2") 11" concrete slab L Galvanized column base w/l" spacer to concrete -,~ Check local building department for swelling soils. caissons may be required. Anchor bolt r minimum penetration 3 r I I - PRCPfHY IHPRCVD~ENT SURVEY Lc~al De8criDtion - ,"--- Lot 33, liEST HORIZON, Couaty of Jefferson, State of Colorado 3505 Holl.ad Street .L r -1/J....- ~ ~ ~ \') "- o '" '<:: ~ 1Jl..)~U'V! . )1 )( )7{') 5" 6'1 SUf'Q art fC;'~ I I I.( ~o" \"0,"",' w) ~ CJV<A h...n~ DATI.: Of SU?VLY ,8- 2-1 -;;.-; FLV I SLD , ' f...... J .... ..~ '- .i-:,",. '> - ";"".' -', '.:,';' , ' , I ). i '211.: L " ~ . \~ ~ lO. ,', ,'" ". ~ I' ~ ... ~\..., ".', It' J 1'/ ~ .... ~.,~.... --~- -"\' '..' " . , , /07, ~ ,pL///<! pj Ef.vf;fA/fr',/ J.1'c..:7 7'3-'-' Kh.J' 6/# 30. ...-_ "'1'T ~. S, '1':::..- - ,- --- '---0 '\ ~ " (\ I' :5 'I////"'; &076-'"6'<7/1' '1 \ ~ ~ \, "') <:j '" ~ ' ~ ~~~ ' " "'i' \j ~ I /0/ J3 0/ ~ 'f:"q ~ ~, If/oj /?:,r/cO/7 I ~ '<lC~~ /""c , ,"'i, ~ " ~ "\"'" <r b '" " ~ \) ~ ~~'" ,<:::, " ,0 '--. "'2 ~ ~ ~ ~ ~ " ~ 568 3/'7 / sf.:;:,' v .6 r;'c. I:. .:t3S::J5 Zft ~-o_8' ~ ~ ^' L,~, /5 t------'i , , , , I I , 1.02:.. ~' '/07. ~l ,..L/ -= LL..A/\/b y.~ (/50 ') ...g ~ "- ~-7 I 3515 II' SUFVfYCR IS Cr:K:-l rICAT~ I he6."[JY terti~.( that a field $urve'l .....dS conducted, under' my supervlslon on this ddte, or th~ above described property ~ and t:hat: all buildi-:1g impl'overu~:1ts, ed::..er:.cr:ts 1 rif.hts-of-way in evidence or known to me are correctl': shQ',JT1' (,n the dbove plat. I ftlrther certify that there are no encrQaclHnents tJ'/ and/cr on this rTop~rtYt unless ot~lerwise n':)terl. This plat stlould :"lot be used for the location of future permanent impro....e1r,ents. -~L -~~/ '. ./ /~, c::/-' ?.:-~-<""'??'/22'.. ~ //;;:<2: d~/ . . ' ~ ." " GrCfil.'Il. ~~cCo',' and Associates 1 Snp ineerinf' Consult 2.nts rhone: Inc. 222-7901 l' -; ,', "', 1 .' ,.,~ r'..,:,,!vt':"' ~ (' , ,~" ,..,1', FROJECT NO. c.kf-/Z07 3- 70/ (f) o c ci ro o:!} ro <: ~ .- :1? 9 m '" 8- n' -? :D ro 3 o < '" o -< o -< LI z LI z :;;: '" ~ C') '" '" or '" < ro ~ o -< o -< o 2: o z (f) co '" in o ~ ro l~.' I ." AJ " " -0 :::r o :::> <t> ~ co ~ ~ (f) ~ ", ~ <t> )> 0. 0. ~ ~, ~ I. :>::;:- ..t: .' ~'0 m '" <: ~ :J: o c '" '" C') o '" co S'.' ro = o -< o z --j '" s. (f) 0: "0' <0 o :;;: o o en ;n o :5 o (f) --j C') ;:s ro co ^ ro = " -, ..,! }'j " ::2 S. " 0> '" .- c 3 ~ = 0 ~ ~ o -< DO "0 0>0 ",co =:a::::l C'):n o 2: DO :DC') roC') ~"" o o = :;;: "0' = :;;: ~ ~ " ro ~ o -< w -< o 2: o z ro' ~ ~I co en m " ~ ("') W o ~ o o ^ o (f) --j m (j s: o s: Oi' co o o o z ?> o 03 '" ? t" (f) ~ ~ <t> co ~ I r', -~ - ~ '" ^, z OJ 3 <t> .V i'" ~,', . ~ !' 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"..."", ~ ~\ No. ~:lO5: - "i/ C~ ~O ~,~" _ .', 'I~L'; ~,~"t;/C'fN':i'" _ "r ~4;fioN)il^' CERTIFICATE '1'ttlU'~Jl<"" ' No. 15896 STATE OF ~ flORIDA <5';, "RED 2 PAGES 2 PAGES 1 PAGE AGES .-:7 I hereatfonbv certify that thIs plan.speclft. c ,orreportwas prepareci by me or Under my direct supervision end that I am Q duly RG-gi>ierad Profe _ Sot'Othanol Engineer under the ICV:s State of Mlnneso1'a. R. F. TUCKER ............ .... Of NEW.... ..~'\'(.........'-'L'~.. '''-r.'',.u .~. . ." ,."-' .~~ C "0 <p. . . ~.',' ~.~. .. :__ JII'\."...L~ .. """lo" v:... :: No -:JJ: : :: .:: ~ " 40222 : : ~.~ \ <' .. .,,- : \~.<>(CfNS'(.~...~ ... ....~sIONAI a.~~"" "" t..~.,. .,ON fA';':" "'. '--::!..4 * DRAWING TABLE OF CONTENTS 97GN01 97GN02 GENERAL NOTES 97SC01 97SC02 STRUCTURAL CONFIGURATIONS 2.0 FREESTANDING AND ATTACHED PATIO STRUCTURES .~~, ..r.~'Io:,~ CA _, "",.f!i..;:.,.\::J"I' "~(!"~""~''''''..,. /~ jII'~.. i '-,,,"~~fSSjO~..."4! \ i .o~ ~"'. ~ ~ r SEAL \"'\ ~ ; \ 15 n 6 : i \ \,f; ~./; \ ......4'G;N~\:.,.... .i , 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES 4.0 FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES <>.f>L TIi t . ~y .. 1,.. o~ ,!it ,~ R, F, TUCKER '.' . \ v No. 032085 It;' ~~.~ !;~ ~ 7" ?~4) (,<: ~~c . , 97CD01 97CD02 97CD03 97CD04 97CD05 97CD06 97CD07 97CD08 97CD09 "".....v> .< ,,'<> \ .',,,- ",,'" <.'\) ~;. ,(~'t" ;;,," -G"N'-" ,: 1i:~' 3"~ ~t... V. -"'''Go' 3 .i5J~ 3" c" : L1= : 6362 ~ :: : R. f' TUCKER : -' < ., < . < . '; \".If'o..' :\~.'c; ~ --...,. ~'iJ:.::r'1-t op.'{...~.<:I' i-' '" '''0",.,,,,..'' .:- .~... ,=' '" :\' ~~~. ",\ ~'''''~nn'''' DATE: 2 S 2000 E>lf...~ J No. 4022 "'G'~iu~~s ......~~~~~~~~~~/ (?'<>h ~~ · .....~!lNAL ~.... 'iOFESS\Qi 1. DESIGN IN ACCORDANCE wrr~ THE UNIFORM B EDmDN. ~..t1''''.'''hl~. ~~~~~"n\ CAROil.""""f- .,q; ~~ e........... .... 'If..", i" ~ ...~Essld'.'~ ~~; $ .~~ ",..,... ~ E f<>: SEAL .....\ ~ \ 15716 ; E . . - [-5170 \'. " '. '. ~ D ~ AL ~ ~ J ~.",; 18 FT Design Uplift \find Pressure (psf) SIMple SpCln Areos Eo ves ond Overhongs Unenclosed Enclosed Unenclosed Enclosed Exposure B B C C 10.65 17,58 IB,05 29,BO 10.65 17,5B IB,05 29,BO 22,93 37,B6 38,B8 64.18 10.65 17,5B 18,05 29,80 Hel9ht Zone Less theln 10' Less than 10' Less thon 12' Less thon 12' UVELOAD: . , ;I Lo terol J Uplift B. COMMERCIAL STRUCTURES R. F. TUCKER REVISION DATE ta:>Amerimsl'1r /!jY~l'IDIU."llI,1NC. Engineering Service. 11040 All Pro Orfv. Elkhart, IN _14 . KG leBO E5 E.VALUo\110N REPORT NO. ER-2621P NONE ~MT GENERAL NOTES 97GN01 2/8/2000 OF 2 GENERAL NOTES: (CONTINUED FROM SHEET NO.1) NOTE: EXPOSURE "B" HAS TERRAIN WHICH HAS BUILDINGS, FOREST OR SURFACE IRREGULARmES COVERING AT lEAST 20 PERCENT OF THE GROUND LEVEL AREA EXTENDING ONE MILE OR MORE FROM THE SITE. EXPOSURE "C- HAS TERRAIN WHICH IS FLAT AND GENERALLY OPEN, EXTENDING ONE-HALF MILE OR MORE FROM THE SITE, IN ANY FULL QUADRANT. 5. CONCRETE MIX: Fc=2500 PSI 28 DAYS. APPENDIX CHAPTER 31 DIVISION III PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE COLUMN LOAD IS 750# OR LESS. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND, NO CRACKS WITHIN 2' -6- OF COLUMNS. COLUMNS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OF SLAB. 17. PATIO STRUCTURES MAY BE ENCLOSED WITH INSECT SCREENING. 18. STRUCTURES MAY BE ATTACHED TO RAFrER OVERHANGS PER SCHEDULE. 19. 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 FACING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH U.B.C, SECTION 2004.3. 20. ALL SCREWS CONFORM TO ANSI B18-6-4 AND SAE J933. 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL. ALLOWABLE SOIL BEARING PRESSURE OF 1000 POUNDS PER SQUARE FOOT. STRUCTURES SUPPORTED BY FLAGPOLE TYPE COLUMNS ARE NOT ADVERSELY AFFECTED BY A 1/2 INCH LATERAL GROUND MOVEMENT AND FOOTINGS FOR THOSE STRUCTURES HAVE BEEN DESIGNED FOR AN ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 200 POUNDS PER SQUARE FOOT PER FOOT OF DEPTH. SOILS OF ORGANIC CLAYS OR SILTS REQUIRE A SOIL INVESTIGATION AND SPECIALLY DESIGNED FOOTINGS. FILLS MUST BE PLACED UNDER A LABORATORY CONTROLLED COMPACTION SUBJECT TO APPROVAL OF THE BUILDING OFFICIAL. 7. ALUMINUM BOLTS TO BE 2024-T4. 8. COMMERCIAL STRUCTURES MAY BE USED FOR PARKING OF MOTOR VEHICLES PER LOCAL BUILDING CODES. APPENDIX CHAPTER 31 DIVISION III PATIO STRUCTURES MAY NOT BE USED FOR PARKING OF MOTOR VEHICLES. 9. FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER. 10. STEEL BOLTS SHALL BE ASTM A-307. 11. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 12. STEEL FASTENERS SHALL BE EITHER STAINLESS, GALVANIZED OR DOUBLE CADMIUM PLATED -AN- BOLTS. 13. HIGH STRENGTH BOLTS SHALL BE ASTM A-325. 14. EMBEDDED COLUMN SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 15. PATIO STRUCTURES ARE DESIGNED IN ACCORDANCE WITH APPENDIX CHAPTER 31 DIVISION III OF THE UNIFORM BUILDING CODE. 16. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR COLUMN. GENERAL NOTES FOR LATTICE STRUCTURES: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS 97SC02 AND 97LT01 THRU 97LT06.) 1. SEE GENERAL NOTES, SHEET 1, SECTION 4 FOR L1VELOAD AND WIND LOADS. 2. OPEN LATTICE STRUCTURES SHALL NOT BE ENCLOSED. REVISION DATE REVISION /a)Amp.t"'intAI t!IY ~1'IMJUIilIt,1NC. Engineering Services 1140 All Pro Drive Elkhart, IN 415t4 leBO ES EVALUATION REPORT NO. ER-2621 P GENERAL NOTES 97GN02 2 OF 2 3 E NOTE #7, SHEET 97GN02. SEE SCHEDULE FOR FOOTING SIZE "d" = lYP. CUBE SIZE PROVIDE 1 DRAIN 1 OF 2 97SC01 ICeo ES EVALUATION REPORT NO. ER-2621P STRUCTURAL CON~GURATIONS 'KG Engineering Services 1140 All 1"0 D,lve Elkhan, IN 46514 ~Amerim9.I f!JY ~l'BClIKx:r8,lNC. REVISION SINGLE SPAN ATTACHED CANTILEVERED STRUCTURE DATE I REVISION I DATE OPT. 3 1/2" CONC. SLAB-SEE NOTE # 5 ON SHEET 97GND2. ".d"I"d" SEE SCHEDULE FOR FOOTING SIZE -_-1.0_ "d l- I '-' W I PANEL END FASCIA LENGiH \fARIES. SEE SCHEDULES. MIN. LENGiH 75% OF PROJECTION r FASCIA SEE SCHEDULE FOR FOOTING SIZE - "d" IS TYP. CUBE SIZE MUlTiSPAN ATTACHED STRUCTURE ~l -j " G:i I 'ASCIA HEADER ,INSTALL COLUMN VERTICALL' 1/2". STEEL BAR IlII S" LONG 'ROVIDE 1 1/2" DRAIN OPT. 3 1 /~" CONC. SlAB SEE NOTE 5 ON SHEET 97G 02. INTERMED. BEAM END FASCIA PBQ,JECTlON ~ 2X PANEL SPAN PANEL SEAN ~ ,~ NGTH VARIES. ~EE ~<;t!E:QU1.,ES. OPTIONAL 3 1/2" ar-- I ~ CONCRETE SlAB "d I ~ SEE NOTE /I 5, __J:-.I.J SHEET 97GIiID2. J~~I ~SEE SCHEDULE FOR .~ FOOTING SIZE. LENGiH \fARIES MIN. LENGTH 75% OF PROJECTION ~ SEE SC\\EDULE FOR MIN. LENGT\\ 8< 25%0';/- PROJE NO. OF *'0 SM F/lSTENERS/PANEL JOINT COL.spkb. M/N CT/ON _ _ _ _ . SLOPE 0.4 "/fT. COVER PANEL ~-' I - I - -fZ...SEE SCHEDULE - -1._J FOR FOOTING SIZE. l- I " G:i I ::-. MIN. 51 OPf"_ -02n l- I Cl W I FOR COLUMN SPACING SEE TABLES 2.1, 2.5, 4.1 OR 4.2 f-- I " G:i I ND FASCIA gLls.3 1/2" CONC. PLACE 1- 1I2".XS"STL. BAR AS SHOWN SINGLE SPAN FREESTANDiNG STRUCTURE NOTE: PATIO WIDTH VARIES wi SELECTION OF HEADER, NUMBER OF COLUMNS AND LOADING CONDITIONS. SEE SCHEDULES FOR MAX. COLUMN SPACING. COVER PANEL FOR COLUMN SIZE SEE "COLUMN SCHEDULE" LENGTH 'lAJill;s' PROVIDE 1 1/2" DRAIN I OPT. 3 1/2" CONC SLAB /21 " SEE NOTE II 5 ON SHEET 97Gf.J02. MULTiSPAN ATTACHED CANTiLEVERED STRUCTURE SEE SCHEOULES LENGiH vARIES. SINGLE SPAN ATTACHED STRUCTURE INSTALL COLUMN VERTICAL FASCIA HEADER OPT. 3 1/2' CONC. ~LA8- sn: NOTE , 5 ON SHEET 97GN02 J"X S'X 12 GA. STEEL 'c' BEAM fOR BEAN WRAP OETAlL. SEE SHEET 97LT03. DETAIL 'L23'. OPT, 3 1/2' CONe. SLAB---"'" fOR fOOTING SIZE --. ....,.. J< SEE SCHEDULE C-----"'T ~ , MULTlSPAN FREESTANOING LAmCE STRUCTURE 3"X 8' ALUM. BOX BrAIot OR 3"X 8"X 12 G.\ SIm "C" BrAIot RAFTER N01E: SEE TABlfS ~.3, ~.5, 5.3 AND 5.4 6' MIN. O'HANG COLUMN HT. SEE RAFTER NOTE SINGLE SPAN AlTACHED LAmCE STRUCTURE J~ 2" X 6 1/2" OR 3" X ALUM. RAFTERS @ 24" O.C. LATTICE: 0.018" x 1 1/2" x 1 1/2" @ 3" O.C. MINIMUM OR 2 "x 2- @ 4- O.C. MIN. MULTlSPAN FREESTANOING STRUCTURE HL2" X 6" LONG STEEL BAR SEE SCHEDULE F FOOTING SIZE . O'HANG 251 OF COWMN SPACING SEE 5CHEDULE FOR COLUMNS. All COLUMNS TO BE INSTAlLEO VERllCAllY. MAY HAVE MORE 1HAN 2 COLUMNS. PTIONAL 3 1/2" CONCRffi SlAB. ~N Pol TIJ TIJ it~ I I " J PLACE 1- 1/2" .X 6" ......- STL BAR IS SHOWN '- SEE SCHEDULE FOR FOOTING SIZE. It l It It It TIJ TIJ~ ~TIJ DATE REVISION DATE REVISION O'HANG--I OVERHANG --I FREESTANDING STRUCTURE ATTACHED STRUCTURE Engineering Services 1140 All Pro DrIve Elkhart, IN 465t4 leBO ES EVALUATION REPORT NO. ER-2621 P STRUCTURAL CONFIGURATIONS TRIBUTARY IJIDTH en.., DIAGRAM 97SC02 2 OF 2 5' THIS PAGE LEFT INTENTIONALLY BLANK ntWAmerimax ~ DmNGPRODUCIB,INC. 11 40 ALL PRO DRIVE ELKHART. IN 46514 leBO ES [VALUATION REPORT ER 262tP BLANK PAGE DAlE: 2 8/2000 MAR 0 3 2000 I 1.0 ROOF PANEL SPANS AND OVERHANGS FOR PATIO AND COMMERCIAL STRUCTURES 3 112" x 12" ROOF PANel DESIGN SPAN FOR PATIO STRUCTURES UVE PANEL 12' HEIGHT LOAD T 70 90 OVER (PSF) (IN) ~ ...... HANG 10 0.018 16"-T 16"-2" T-10'" 0.024 18"~ 18"~ 8'-T 0.032 20'-6" 20'-6" ft-6" 0.036 21..... 21'-4" ft-1O'" 20 0.018 11'.11' 11'-11' 5'-9" 0.024 13"~ 13"~ 8"03' 0.032 15'-11- 15'-11' T-6" 0.036 IT-O" IT-O" T-l0' 25 O.Ola 10'-11' 10'-9" 5'-2' 0,024 12'-3" 12'-3" 5'.11' 0.032 14..... 14..... T-O" 0.036 15'.... 15'.... T-3" 30 0.018 9'.10'" 9'-10'" 4'-9" 0,024 11'-3' 11'-3" 5'-5' 0.032 13'-1' 13"-1' 6".... 0.036 14'-0" 14'-0" 8"-10'" 40 0.018 8'-T 8'-T 4'-1' 0.024 9'-10' 9'-10'" 4'-9" 0.032 11'-8' 11'-8' 5'-6" 0.036 12'-3" 12'-3" 5'.11' 60 0.018 T-l' T-l' 3".... 0.024 8'-1' 8"-1' 3"-10' 0.032 9'-8' 9'-8' 4'-8' 0.036 10'-1' 10'-1' 4'-10'" TABLE 1,1 2 112" x 18" STRUCTURAL PANEL FOR PATIO COVERS UVE PANEL 12' HEIGHT LOAD T 70 90 OVER (PSF) ON) MPH MPH HANG 10 0.018 12'.... 11'-11' 5'-9" 20 0.D18 8'.10' 8'-10'" 4'-3" 25 0,018 8'.()'" 8'.0' 3"-10' 30 0.018 T.... T.... 3'-8' 40 0,018 6"-5' 8"-5' 3'-0" 60 0.018 4'.10'" 4'-10'" 2'-5' TABLE 12 2 112")(12" SlEEL PANEL DESIGN SPANS FOR PATIO STRUCTURES UVE PANEL 12' HEIGHT LOAD T 70 90 OVER (PSF) (IN) MPH MPH HANG 10 0.0120 14'03' 14'03' 5'-1' 0.0149 18"-2' 18"-2' 5'-5' 20 0.0120 8'.... 8".... 4'-0" 0.0149 11'03' 11'~ 4'.... 25 0.0120 8".g'" 6"-9" 3'.... 0.0149 10'-6" 10'-6" 4'-0" 30 0,0120 S'-T 5'-T 2'-9" 0.0149 'it-T 9'-T 3"-9" 40 0.0120 4'-3' 4'-3' 2'-1' 0.0149 8"-4" 8..... 3"-5' eo 0.0120 2'-10' 2'-10'" 1'-8' 0.0149 5'-10'" 5'-10'" 2'.11' TABLE 1.3 2 112" x 6" ROOF PANEL DESIGN 3 112' x 12" PANE\. ALLOW, DESIGN SPAN 2 112" X 8"' ROOF PNL JoJUJW. SPAN FOR 2112"x 12" ROOF PNLALLOWABLE SPAN SPAN FOR PATIO STRUCl'\JRES FOR COIM!RCIAI. STRUCTURES FOR ~CIAL STRUCTURES FOR COIM!RCIAL STRUCTURES UVE PANEL 12' HEIGHT UVE PANEL EXP.B EXPOSURE C MAX UVE PANEL EXP.B EXPOSURE C MAX UVE PANel EXP,B EXPOSURE C MAX LOAD T 70 90 OVER LOAD T 7Oo1lO 70 90 OVER LOAD T 70190 70 90 OVER LOAD T 70190 70 90 OVER (PSp) (IN) MPH MPH HANG (PSP) ON) ...... ...... MPH HANG (PSP) (IN) ...... MPH MPH HANG (PSp) (IN) MPH MPH ~ HANG 10 0.018 13"-8' 13'-3" 6"-8' MAXMlMROOF_l8" MAXMJM ROOF HEIGHT 18' MAXMJM ROOF HEIGHT 18' 0,020 14'-5" 14'-4' 8".11' 20 0.018 11'-11' 11'-11' ,11'-8' 5'.0- 20 0.018 9'-9" ft-9" 9'-T 4'.0- 20 0.0la 8"-11' 8'-11' 8".T 4'-1' 0,024 16"-3' 18"-3" T-10'" 0.024 13"~ 13"~ 13'-2" 6"-8' 0,020 10'-5' 10'-5' 10'.2' 4'-10'" 0.024 11'.0- 11'-6" 11'-2" 5'-2' 0.032 18'03' 18"~ 8"-T 0,032 15'-11' 15'-11' 15'.0- T.o- 0.024 11'-9" 11'-9" 11'.0- 5'.0- 0.032 12'.T 12'-T 12'-T 5'-9" 0,036 19'-4' lft-4' 8".11' 0.036 18"-11' 16"-11' 16"-T T-9" 0,032 14'.1' 14'-1' 13'.10' 6"03' 0.036 13".1' 13'.1' 13"-1' 5'-11' 20 0.018 'it-g'" 'it-9" 4'~ 25 0.018 10'-6" 10'~ 10'~ 5'-2" 0.036 15'-1' 15'-1' 14'.11' T-l' 25 0,018 8".0' 8'.()'" 8"-0" 3"-9" 0.020 10'-8' 10'-8' 5'-0" 0,024 12'-3" 12'-3' 12'-3' 5'-11' 25 0.018 8"-9" 8"-9" 8'-9" 4'-2" 0,024 10'-4' 10'-4' 10'-4' 4'.10" 0,024 11'-9" 11'-9" 5'~ 0.032 14'-3' 14'-3' 14'-3" 6"-11' 0,020 9'-8' 'it-8' 9'-8' 4'-6" 0.032 11'03' 11'-8' 11'~ 5'-4' 0,032 14'-1' 14'-1' 6"-10'" 0.036 15'-3" 15'-3" 15'-3" T-3' 0,024 10'-T 10'-T 10'-T 5'-1' 0.036 12'-2' 12'-2' 12'.2" 5'.0- 0.036 15'-1' 15'.1' T-l' 30 0,018 'it-10'" 'it-10'" 'it-10'" 4'~ 0.032 12'..s" 12'-8' 12'~ 6"-1' 30 0.018 T.... T-4' T-4' 3'-6" 25 0.018 8"-9" 8'-9" 4'-2" 0,024 11'-3- 11'-3' 11'-3" 5'-8' 0,036 13"-T 13'-T 13'-T 8".T 0.024 ft.o- ft-8" 9'.0- 4'.7" 0,020 'it-8' ft-8' 4'.0- 0,032 13".1' 13'-1' 13".1' 6"-4" 30 0,018 T~ T-8' T-8' 3"-T 0,032 10'-10'" 10'-10'" 10'-10'" 5'.0' 0,024 10'.T 10'-T 5'-1' 0,036 14'.()'" 14'.0' 14'-0" 6"-9" 0.020 8"~ 8"03' 8'-8' 4'-1' 0.036 11'-6" 11'-8' 11'-8' 5'-2' 0.032 12'-8' 12'..a" 8"-1' 40 0,018 8'-T 8'.T 8'-T 4'-1' 0,024 9'-9" 'it-9" 9'-9" 4'-8' 40 O.OlS 6"-5' 8"-8' 8"-8' 3'-0" 0,036 13'-T 13"-T 8"-T 0,024 'it-10'" 9'.10'" 9'-10'" 4'~ 0,032 11'-8" 11'03' 11'~ 5'-T 0,024 8"-4' a'-4' 8'-4' 3'-11' 30 0,018 T-8' To3' 3"-T 0,032 11'-8' 11'-5' 11'-5" 5'.0- 0,036 12'.0- 12'-8" 12'-6" 6"-0" 0,032 'it.o- 9'.0- 9'.0- 4'.0- 0,020 8"03' a'-8' 4'.1' 0,036 12'-2' 12'.2' 12'.2" 5'-11' 40 0,018 5'-10'" 5'-10' 5'-10'" 2'-9" 0.036 10'.0' 10'.0' 10'-0" 4'-9" 0.024 9'.9' 'it-9" 4'~ 60 0..018 T-l' T.l' T-l' 3"-4' 0.020 8"-11' 6".11' 6".11" 3"-3' 60 0.018 5'-4' 5'-4' 5'-4' 2'-5' 0.032 11'-8' 11'-8' 5'-T 0,024 8'.1" 8'.1' 8'-1' 3"-10'" 0.024 8".0- 8"-8" 8'.0- 4'-0" 0,024 6"-10'" 8"-10' 6"-10'" 3'-3' 0,036 12'.0- 12'.0- 8"-0" 0.032 9'-8' 9'-5' 9'-8' 4'.0- 0,032 10'.2' 10'-2" 10'.2' 4'-10" 0,032 T.l0' T.l0' T-l0' 3'-8' 40 O,Ola 5'-10' 5'-10'" 2'-9" 0,036 10'.1" 10'-1' 10'-1' 4'-10'" 0,036 10'-11" 10'.11' 10'.11' 5'-3' 0,036 8"-3' 8"-3' 8'-3" 3'-11' 0.020 6"-11' 6"-11' 3'-3" TABLE 1.6 60 0.018 4'-1' 4'-1" 4'-1" 1'-10" TABLE 1,11 0.024 8'.0- 8'.0- 4'-0" 0.020 4'-9" 4'-9' 4'-9" 2'-2' 0,032 10'.2' 10'-2" 4'-10'" 2 112' x 12' STEEL PANEL ALLOW, SPAN 0,024 6"-5' 6"-5' 6"-5' 3'.0' AI.. T. 2 112" x 12" ROOF PNL ALLOW. 0,036 10'.11' 10'-11' 5'-3' FOR CClM'v1ERCIAL STRUCTURES 0,032 8'-8' 8'-5' 8'-5' 4'.0' SPAN FOR COt./MERCiAL STRUCTURES 60 0.018 4'.1' 4'.1' 1'-10' LIVE PANel EXP,B EXPOSURE C MAX 0.036 9'-0" 9'.0' 9'.0" 4'-3' LIVE PANEL EXP,B EXPOSURE C MAX 0.020 6"-3' 6"-3' 2'-2" LOAD T 70190 70 90 OVER TABLE 1.9 LOAD ..,. 70190 70 90 OVER 0.024 ToO' ToO' 3'-0" (PSP) (IN) MPH MPH MPH HANG (PSP) (IN) MPH MPH MPH HANG 0.032 8'-5' 8'-8' 4'-0" MAXIMUM ROOF HEIGHT 18' ALT. 2 1/2" x 12" PANEL ALLOW. MAXIMUM ROOF HEIGHT 18' 0.036 9'.0'" 9'-0" 4'-3" 20 0.0120 8'oS' 8'-9' 8'-9" 4'-0" SPAN FOR PATIO STRUCTURES 20 0.018 8'-2' 8'-2' T-l1' 3'.9" TABLE 1.4 0,0149 12'-1' 12'-1' 12'.1' 4'-4' PANEL 12' HEIGHT 0.024 10'-11' 10'-11' 10'-T 5'-1' 25 0,0120 T-l' T-l' T.l' 4'.0' ..,. 70 90 OVER 0.032 12'.0- 12'.0- 12'.0- 5'03' 2112' x 12' ROOF PANEL DESIGN 0,0149 10'-11' 10'-11' 10'-11' 4'-0" IN MPH MPH HANG 0,038 13'-6" 13'-6" 13"-6" 6"-2' SPAN FOR PATIO STRUCTURES 30 0.0120 6".0' 6"-0' 6".0" 3'-4" 0,018 11'-4' 11'-1' 5..... 25 0.018 T-4' 7'-4" T-4" 3'-6" LIVE PANEL 12' HEIGHT 0.0149 10'-0" 10'.0' 10'-0" 3'-9" 0,024 14'~ 14'..a" 6"-8' 0.024 'it.l0' 9'.10'" 9'-10" 4'-9" LOAD T 70 90 OVER 40 0,0120 4'-T 4'.T 4'.T 2'-1' 0.030 15'-9" 15'-9' T-2" 0,032 11'.s" 11'-8' 11'-8' 5'-3' PS IN MPH MPH HANG 0,0149 8..... 8'-4' 8'-4' 3"-8' 0,038 16"-11'16".11' T.g'" 0,038 12'-7" 12'-T 12'-T 5'.9' 10 0,018 12'-4' 12'-0" 5'-10' 60 0.0120 3'-2' 3'-2' 3'-2" 1'-8' 20 0,018 8'.2' 8'-2' 3'-11' 30 0.018 6"-9" 6'.S" 6"-9" 3'-2" 0,024 14'-5' 14'-8' 8"-T 0,0149 8"-2' 8"-2- 6".2' 2'-11" 0,024 11'.0- 11'.0' 5'-3' 0.024 9'.0' 9'.0" 9'..Q" 4'-4" 0,032 15'-9" 15'-9" T-3' TABLE 1,7 0,030 12'.T 12'-T 5'-8" 0,032 11'.0' 11'.0' 11'-0" 5'.0' 0,036 16"-5' 16"-8' T-6" 0.038 13'-6" 13'-6" 8"-2' 0.038 11'-10" 11'-10' 11'-10' 5'-4" 20 0,018 8'.11' 8'-11' 4'-3' 2112" x 1S" ROOF PNL ALLOW. OSGN SPANS 25 0.018 T-5' T-5' 3'-6" 40 0.018 5'-11" 5'-11' 5'-11" 2'-g'" 0,024 11'-6" 11'-6" 5'-3' FOR COIIoN, STRUCTURES - ROOF HGT 18' 0.024 9'-10" 9'.10" 4'-9' 0.024 T-l1' T-l1' 7-11" 3'-9" 0,032 12'-T 12'-T 5'-9" UVE PANEL EXP. B EXPOSURE C MAX 0.030 11'-8" 11'-8' 5'.3' 0,032 9'-7' 9'-T 9'.T 4'-6" 0.036 13"-1" 13'.1' 8"-0" LOAD ..,. 70190 70 90 OVER 0,038 12'.T 12'-T 5'-g'" 0.038 10'-9" 10'-9" 10'-9" 4'.10" 25 0,018 8'-0" 8".0' 3'.10'" (PSP) (IN) MPH MPH MPH HANG 30 0.018 6".S" 6"-9' 3'.2' 60 0.018 4'-11" 4'-11' 4'~11" 2'~3" 0,024 10'-5' 10'-8' 4'-10'" 20 0,018 8'-10' 8'.10'" 8"-6" 4'.1' 0,024 9'-1' 9'-1' 4'-4' 0.024 8"-6" 6"-6" 6"-6" 3'-1' 0,032 11'-9" 11'-9" 5'-4" 25 0,018 8'.0' 8'-0' 8'.0' 3".S" 0,030 11'..0" 11'.0' 5'.0" 0.032 T-l1' T-ll' T.l1' 3'.9' 0.036 12'-2' 12'.2' 5'-6" 30 0.018 T.... T-4' T-4' 3"-8' 0,038 11'.10'" 11'.10' 5'-4" 0.038 9'.0' 9'-0" 9'-0" 4'-3" 30 0.018 T-4' T-4" 3"-6" 40 0,018 8"-8' 6"-5' 6"-5" 3'-0" 40 0,018 5'.11" 5'.11' 2'-9" TABLE 1,12 0,024 9'03' 9'-6" 4'-T 60 0,018 5'-3" 5'.3' 4'-10" 2'-8' 0.024 T-ll' T-ll' 3'.g'" 0.032 10'-11'10'-11' 5'-0" TABLE 1,8 0,030 9'.T 9'.T 4'-6" 0.036 11'-6" 11'-6" 5'-3" 0,038 10'.10'" 10'-10'" 4'~10" 40 0.018 8"-5" 6".0' 3'-0" 60 0,018 4'.11' 4'-11' 2'-3" 0,024 8"-4' 8'-4" 4'-0" 0.024 6"-6" ff-6" 3'-1' 0.032 9'.0- 9'-6" 4'-T 0,030 T-l1' T.ll' 3"-9" 0,036 10'-0" 10'-0" 4'.g'" 0.038 9'-0" ft-O" 4'-3" 60 0,018 5'-4' 5'.... 2'.0- TABLE 1,10 0.024 6"-10'" ff-10'" 3"-3" 0.032 T-10'" T-10'" 3"-9" 0.036 8'-3" 8"-3" 3"-11' TABLe 1.5 PANEL TO PANEL FASTENING '10 SMS FASTENER SPACING PANEL WIND LOAD T PATIO/EXP B EXPOSURe C (IN) 70 90 70 90 0.018 8' S 4-8' 2'-11" 0,024 11' S-6' fi-6' 3'-11' 0,032 14 fi-8' 8'Q S-2" 0,(Xl6 14 fi-8" 8'Q S-2" 0,042 14 fi-8" 8'<i/' S-2" TABLE 1.13 225"0 1 1-600,,-J o 2 1/2" x 6" ROOF PANEL 2.464j~ I 12.00" I @ 2 1/2" X 12" ROOF PANEL 2.10"l~ L-=-IS,OO"~ @ 2 1/2" X IS" ROOF PANEL 3,500" 12,00"~ @ 3 1/2" x 12" ROOF PANEL 375"~ 12,00" 3 20abERNATE 2 1/2" x 12" ROOF PANEL . :Amerimax L. BUILDING PRooucrs,!Nc. 1140 ALL PRO DRIVE ELKHART, IN 46514 ICBO ES EVALUATION REPORT ER-2621P Roor PANEL SPANS rOR PATIO AND COMMERCIAL STRUCTURES PANEL SPANS FOR ALT. 2_5" PAN fOR PA.TlO AND COMMERCIAL STRUCTURES SHEET 1 or e DA.TE: 2 8 2000 7 I 2.0 FREESTANDING AND ATTACHED PATIO STRUCTURES lIVE TRlS WIX COL~ SPACING FOR 3"ClOVERl.EAF STEfL HEADER 8" ROLLfORNED C BEAM 10" ROl.LFORMEO C BENd ~U"'''' 7"1 BEAM 81rrROlLfORMEO HEADER AlASKAN EXT. HEADER 5112" EXTRUDED HEADER TRIS EQU lOAD WlOTH ATl"ACtED PAllO ON SLAB """ CONS, 00lER SIZE "'" CONS. FOOTER SIZE "'" CONS. FOOTER SIZE """ CONS. FOOTER SIZE "'" ~. FOOTER SIZE """ CONS. FOOTER SIZE """ CONS. FOOTeR SIZE """ CONS FOOTER SIZE WlD1ll '00 USING t, AU. COllMl FREE AlTACHED COl..... FREE ATTACHED COl..... FREE lTAa<ED COllMl FREE AlTACHED COllMl FREE ATTAa-IED COllMl FREE ATTAaED CO........ FREE AlTACHED COllMl FREE ATTAa-tEO CON- COll.IIN ~A" OTtERS Sl'^""" FTR FTR ..... Sl'^""" FTR FTR ..... Sl'^""" FTR FTR MIl< SPACING FTR FTR - SPACING FTRfTIwtL Sl'ACING FTR FTR ..... Sl'AC1NO FTR FTR M1N, """"NO FTR FTR M1N, STRAINED ~ 'fT) """ COL lNG1H ON = ::. .... COL ::. .... COL .... ::. COl .... .:; COL ,~ ~ y ~ ;:;, I:' ~ .:; .... COl, .... .... COl, = 18 ...,. ,.... S.... .. TYPE (F1) 0 TYPE IFn "" TYPE ,~ '.. TYPE (fT) (F1) (IN) TYPE IFn ~ '.. TYPE 18 70 MPH \oVINDSPEED 10' OR LESS 70 MPH W1NOSPEED 10'ORLESS 20 10 .' ~~; 1~'~ IT ~;.~: 22 18 A 4' 21 5' 10'110 13'-T' 21 1. B 28'-4" 25 25 C 34'.()" 26 26 0 ~ 22 8' 11'..()" 9'-1" 11'-4" 10'-8. 21 "" B 28'''' 26 26 0 32'.()" Z7 Z7 0 8' 23 T U.fr Nt' U.$' 10'-2" 21 "" C 26"-4" 27 27 0 38'''' 30 30 E 25'-4" 27 27 0 3<7-4" 28 28 E T 2. 8' 8'.... 6'-10" 8'.ff' U"" 21 21 C 25'-3" 28 28 0 34'-8. 31 31 E 24'-3. 28 28 0 29'.()" :IS :IS E 8' 25 U N' 6'-1" T.$' U-4' 21 21 C 24'-3" :IS :IS E 33'-4' 32 32 E 23'-4" 28 28 E 27'-11" 30 30 E U 20 1" 8',7" 5'-5" 8''''' U.... 22 22 C 23'.{I" 2JJ :IS E 32'-3" 33 33 E 22.ff' 2JJ 2JJ E 26'_11. 31 31 E 1~ 21 11' 8'.{I" 4'_11" fPZ' 8''''' 22 22 C 21'_11" 30 30 E 31'-Z' 34 34 E 21'-9" 30 30 E 26'-'" 32 32 E 11' 2ll 12 ~.ff' 4'-6" 5'-8" 8'.ff' 22 22 C 21'.()" 30 30 E 3<7-4" 34 34 E 21'-2" 30 30 E 25'-4" 32 32 E 12 '" 13' 5'-1" ~,2' 2ll',2' 31 31 E 29'.ff' 35 35 E 2ll',7" 31 31 E 24'~' 33 33 E 13' 30 14' 4''''' 4'-10" lU.fr 31 31 E 28'.fr 35 35 E 20'-1" 32 32 E 24'-1" 34 34 E 14' 21 15' 4'.ff' 18''''' 31 31 E 2T.ff' 36 36 E 19'-8" 32 32 E 23'..6" 34 34 E 15' 32 18' 18'-2" 32 32 E 28',7" 36 36 E' 19'-3" 33 33 E 23'.{I" 34 34 E 18' " IT 17'-1" 32 32 E 25'-10" 36 36 E 18'-10" 33 33 E 22:-7" 35 35 E IT " 18' 17'-1" 33 33 E 25'.1" 37 37 E 18'-6" 33 33 E 22'-2" 35 35 E 18' 35 lU 16'-8. 33 33 E 24'-5" 37 37 E 18'-Z' 34 34 E 21'-9" 36 36 E 1U 36 2~ 16'-3~ 33 33 E 23'-10" 37 37 E 2ll' 37 21' 15'-10" 33 33 E 23'-3~ 38 36 E 21' 36 70 MPH W1NDSPEED 12'ORlESS 70 MPH WlNOSPEED 12'00 LESS TA 10 .' 18', 13'-8" 1 12'-3" 2A "" A 12'-1" ~ "" A 19"1~" 26 23 C 15'-8" 25 21 B ' 4' 5' 13'-3" 10'11" 13'-7" 11'-4" 24 21 B 28'-4" :IS 28 C 34'.()" 30 29 D 9'-1~ 1. A 17'-10" 25 2' C 14'..()" 24 22 C ~ THISTABl 8' 11'..Q" 9'-1" 11'-4" 10'-8" 23 21 B 28'.ff' 29 :IS 0 32'-0" 31 31 D 8'-1~ 22 "" A 16'-3~ 25 25 C 12'-10" 24 22 C . WITl-ICOM T U.fr Nt' U.ff' 10'-2" 22 22 C 23'-7" 31 2JJ 0 34'-7" 34 33 E 25'-4Y 30 30 0 30'-4" 32 32 E 7'-4" 21 "" A 15'-1~ 25 25 C 11'-10" 23 23 C T OR LATTlC 8' 8'.... 6'-10" 8'-6" U"" 23 23 C 22'-1" 31 30 0 32'-4" 34 34 E 24'-3" 31 31 0 29'.()" 33 33 E 6'-11" 21 "" B 14'~1" 28 2. C 11'..()" 23 23 C 8' U 7'-4" 6'-1" T.... 9'-4" 24 24 C 20"-10" 30 30 0 3<7.$' 35 35 E 23'-4" 32 32 E 27'-11~ 33 33 E 6'-7" 22 "" B 13'-3" 26 28 C 10'-4" 24 24 C g 1~ 8',7" S.fr 8'.g' U.{I" 24 24 C 19'.9" 31 31 0 28'_11" 3S 3S E 22...' 32 32 E 26'-11" 34 34 E '.0" 22 21 B 12'-7" 27 27 C U-S" 24 24 C 10' 11' 8'.0" 4'_11" rJ-Z' 8''''' 24 24 C 18'-10" 31 31 0 27'-7" 36 36 E 21'-8" 34 34 E 26'-1" 35 3S E 11' 12 ~.... 4'-6" 5'-8" 8'-6" 25 25 C 18'-0" 32 32 E 28'-5" 36 36 E 21'-Z' 35 35 E 25'-4' 36 36 E 1" 13' 5'-1" 5'-2" 17'-4" 33 33 E 25'-4" 37 37 E "'.7" 34 34 E 24'-8" 36 36 E 13' 14' ~"" 4'-10" 16'-8" 33 33 E 24'-5" 37 37 E 2O'-1~ 3S 35 E 23'-10" 37 37 E 14' 1~ 4'-6" 18'-1" 34 34 E 2$-7" 36 38 E lU.ff' 36 36 E 23'-1" 36 36 E 15' 18' 15'-7" 34 34 E 22'-10" 38 38 E 19'-2" 36 36 E 22-4" 36 36 E 18' IT 15'-1" 34 34 E 22'-Z' 39 39 E 18'-7" 36 36 E 21'-8" 38 36 E 1T 18' 14'-8" 34 34 E 21'-6" 39 39 E 18'-1" 37 37 E 21'-0" 39 39 E 18' lU 14'-4" 35 3S E 20'-11" 39 39 E 17'-7" 37 37 E 2ll'.ff' 39 39 E lU 2~ 13'-11" 3S 3S E 20'-5" 40 40 E 2ll' 21' 13'-7" 3S 3S E 19'-11" 40 40 E 21' 90 MPH W1NDSPEED 1O'ORLESS 90 MPH W1NDSPEED 10' OR LESS 10 4' 16'-7" 13'-8"' IT 12.... 25 "" A 4' 5' 13'-3- 10'11- 13'-7" 11'-4" 25 21 B 28'-4" 31 :IS C 34'-0" 32 30 0 ~ 8' 11'..(1" 9'-1" 11'-4" 10'-8" 2' 22 B 28'''' 30 30 0 32'.{I" 32 32 D 8' T U-5" T.g' 9'-8" 1O'~2" 24 23 C 22:-2" 30 30 0 3Z-6" 34 34 E 25'-4- 31 31 D 3<7-4" 33 33 E T 8' 8'.$' 6'-10" 8'-6" U"" 24 24 C 2ll'.g' 30 30 0 3<7-5" 3S 3S E 24'-3" 32 32 D 29'.()" 34 34 E 8' U 7'-4" 6'-1" T.... 9'-4" 25 25 C 19'-7" 31 31 0 28'-8" 3S 3S E 23'-4" 33 33 E 27'-11" 3S 3S E U 10' 6'-?' 5'-5" ..g' g.o" 25 25 C 18'-6" 32 32 0 27'-2:' 36 36 E 22.ff' 34 34 E 28'-5" 36 36 E 1~ 11' 8'.0" 4'_11" ef-Z' 8''''' 25 25 C 17'-8" 32 32 0 25'-11" 37 37 E 21'-8" 34 34 E 25'-3" 37 37 E 11' 1" ~.... 4'-6" 5'-8" 8'-6" 28 2. C 16'-11" 33 33 0 24'-10" 37 37 E 2ll''''' 3S 35 E 24'-2:' 37 37 E 1" 13' 5'-1" 5'-2:' 16'-3" 33 33 E 23'-10" 38 38 E 19'~11" 3S 35 E 23'.2:' 36 38 E 13' 14' 4'-9" 4'-10" 15'-8- 34 34 E 22'-11" 36 38 E 19'-2" 36 36 E 22'-4" 38 36 E 14' 15' 4'-6" 15'-2" 34 34 E 22,2' 39 39 E 18'-6"' 36 36 E 21'-7" 36 38 E 15' 10 14'-8" 34 34 E 21'-6" 39 39 E 17'-11" 37 37 E 20'_11" 39 39 E 18' IT 14'-3~ 35 35 E 20'-10" 39 39 E 17'-5~ 37 37 E 2ll'.... 39 39 E IT lS' 13'-10" 3S 3S E 2ll'''" 40 40 E 16'-11" 37 37 E 19'-8" 39 39 E 18' lU 13'-5" 36 36 E 19'-8" 40 40 E 18'.ff' 36 36 E 19'.Z' 40 40 E lU '" 13'-1" 36 36 E 19'-2" 41 41 E 2ll' 21' 12'-9" 37 37 E 18'-9" 41 41 E 21' 00 MPH W1NDSPEED 12'00 LESS 90 MPH W1NDSPEED 12'00 LESS 10 4' 1ef-7" 1~.ff' IT 12.... 27 ~ A 12'-1" ~ 23 A 18'-6" 30 ; C 15'-1" 28 21 B 4' 5' 1~"" 10'11- 13'-7" 11'-4" 26 B 2Nr' 32 32 C 32'.0" 33 33 D 9'-1" 22 A 16'-7" :IS C 13'.ff' 27 22 B ~ 8' 11'..()" 9'-1" 11'-4~ 10'-8" 28 25 B 25'-1" 33 33 D 29'''' 35 35 0 8'-1" 25 23 A 15'-1- 28 28 C 12'-4" Z7 22 C 8' T U.fr T.g' U.$' 1O'~2" 26 26 C 19'-1" 32 32 0 28'.()" 36 36 E 23'.... 34 34 0 27'-1" 36 36 0 N" 23 23 A 14'..()" 28 28 C 11'-5" 26 23 C T 8' 8'-3' tI-1O" 8'.$' U"" 26 28 C 17'-10" 32 32 0 26'~Z' 37 37 E 21''''' 34 34 0 25'-4" 36 36 0 8'-11- 23 23 B 13'-1- 2JJ 2JJ C '''.ff' 28 23 C 8' U 7'-4" tI-1- T.$' g-4' 27 Z7 C 16'-10" 33 33 0 24'-8" 37 '" E 2ll'.ff' 35 3S 0 23'-10" 37 37 E 6'-7" 25 24 B 1Z-4- 30 30 C 10'-1" 26 24 C U fS> 1.. 6'-7" ~.fr 8''''' U.{I" 27 Z7 C 15'-11- 33 33 0 23'-5" 38 38 E 19.fr 36 36 0 22'" 38 36 E g,7" 25 24 C 1.. 11' 8'.0" 4'-11" ft-Z' 8''''' 28 28 C 15'-3- 34 34 0 22'-4" 39 39 E 18'-6"' 36 36 0 21'-7" 36 36 E 11' ~ 1" ~.ff' 4'-6" ~.$' 8'.ff' 2JJ 2JJ C 14'-7" 3S 3S D 21'-4" 39 39 E IT'''' 37 37 E "'.ff' 39 39 E '" '" 13' 5'-1" 5'-2" 14'-0" 3S 35 0 2ll'.ff' 40 40 E IT.... 37 37 E 19'-10" 39 39 E 13' ~ 14' 4''''' 4'-10" 13'.ff' 36 36 0 lU"" 40 40 E 18'.fr 36 36 E 19'-1- 40 40 E 14' "" 1~ 4'-6" 13'.{I" 36 36 D 19'-1" 41 41 E 15'-10- 38 36 E 18'-6" 41 41 E 15' UJ 1. 12'-7" 36 36 E 18'-6" 42 42 E 15'-4" 39 39 E 17'-11" 41 41 E 10 "" IT 12.... 37 37 E 17'-11" 42 42 E 14'-11" 39 39 E 17'-4" 42 42 E IT 18' 11'-11" 37 37 E 16'-11" 42 42 E 14'.6" 40 40 E 16'-10" 42 42 E lS' 1U 11'-7" 38 38 E 18'.ff' 43 43 E 14'-1" 41 41 E 18'.fr 43 43 E 1U ~ 2ll' 11'-3" 37 37 E 16'-2" 43 43 E 2ll' 21' 11'-0" 38 36 E 1~"" 43 43 E 21' "" 4' :~~ 7'-Z' 8'-11" U"" 25 21 T ~:. 23 18 ~ 14'-3" 28 24 C 11'-~ 28 1. C 4' ~ ~.$' 7'-1" g.{l" 25 22 22.ff' 31 30 E 26'-11" 32 31 E 22 18 12"" 27 25 C 10'.{I" 25 ,. C ~ 8' ~.g' 4'-9" 5'-11" 8'.ff' 25 23 C 20"-11" 31 31 E 25'-4" 33 33 E ~.fr 22 17 B 11'-8" 26 25 C 9'-1- 25 21 C 8' T 4'-11" 5'-1- 8'-1" 25 24 C 19'-1" 32 32 E 29'.()" 36 36 E 19'-4" 32 32 E 23'.ff' 34 34 E 5'-1" 23 18 B 9'-11" 25 25 C 8'-4' 25 21 C T 8' T.ff' 24 24 C 17'-10" 32 32 E 28'-2' 37 37 E 18'~1" 33 33 E 21'-11" 3S 35 E 4'-5" 23 18 B 8'.ff' 25 25 C 7'-10" 23 21 C 8' U T.fr 25 25 C 16'-10" 33 33 E 24'-8" 37 37 E 17'~1" 34 34 E 2ll'.ff' 36 36 E U 1.. T-2' 26 26 C 15'-11" 33 33 E 23'.fr 38 38 E 18'-2" 35 3S E 19.ff' '" 37 E 1~ 11' 5'-11" 26 28 C 15'-3" 34 34 E 22-4' 39 39 E 1~.fr 38 36 E 18'-9" 36 36 E 11' 12 8''''' Z7 27 C 14'-r 3S 3S E 21'-4" 39 39 E 14'-9" 36 36 E 17'-11" 39 39 E 12 1~ 14'..()" 3S 3S E 2ll'.ff' 40 40 E 14'-2" 37 37 E 17'-3" 39 39 E 13' 1~ 13'-6" 36 36 E lU"" 40 40 E 13'.ff' 37 37 E 16'-7" 40 40 E 14' 1~ 13'.()" 36 36 E 19'-1" 41 41 E 13'-2" 36 38 E 18'.()" 41 41 E 15' 18' 12'-7" 36 36 E 18'.ff' 42 42 F 12"" 39 39 E 15'-6" 42 42 E 18' ." ; ~~ ~"" T-2' :.~ ~ ~ C ~... 22 ~~ B 12"" ~ 23 C 4' 4'-7" ~"" C 2ll'-7" 30 2JJ E 25'.(1' 32 31 E ~,2' 22 B 11'-5" 24 C ~ 8' 4'8" 4''''' 7'-10" 23 22 C 18''''' 30 30 E 22"" 32 32 E 5'-1" 22 18 C U-4" 25 24 C 8' T T.ff' 23 23 C 19'-1" 32 32 E 28''''' 3S 35 E 17'-4" 31 31 E 21'-1" 33 33 E T 8' T-2' 24 24 C 17'-10" 32 32 E 25'-7" 36 36 E 18'.... 32 32 E 19"" 34 34 E 8' g 5'-10- 25 24 C 1t1-10" 33 33 E 24'-7*' '" '" E 15'-4" 33 33 E 18'-7" 35 35 E U 10' 8'.ff' 25 25 D 15'-11" 33 33 E 23'.fr 36 36 F 14'-6" 34 34 E IT.ff' 36 36 E 10' ICBOES 11' 8'.fr 26 26 0 15'-3" 34 34 E 22-4" 39 39 F 13'-10- 34 34 E 16'-10- '" 37 E 11' HEADER 12 8'.... 27 27 D 14'~7" 35 35 E 21'-4" 39 39 F 13'-3" 35 35 E 16'-1" 38 38 E 12 rOGlER 13' 14'..()" 35 35 E 2ll'.ff' 40 40 F 12"" 36 36 E 1~.ff' 39 39 E 13' FREEST 14' 13'-6" 36 36 E lU"" 40 40 F 12..- 37 37 E 14'-11" 39 39 ~ 14' PATIO 1~ 13'.{I" 38 36 E 19'~1" 41 41 F "'-10' '" 37 E 14'-5" 40 40 15' SHEET 2 1V4lENT TERS "d' N) NONCON- ........., 18 20 22 23 2. 211 21 '" 31 33 35 36 3S 36 4D " " .. .. " .. 2,2 E MAY BE USED MERClAl. PAm E STRUCTURES -z., I'll) Amerill1aX ~ 8un.mNcl'llOOOC'1'8.JNC. 1140 ALL-PRO DRlvl: ELKHART, IN 46514 EVALUATION REPORT [R-2621" SPAtlS, COlUWM SPACtNO, SIZE AND CDlUYN TYPE FOR ANDING AND ATTACHED SlRIIC1II'" or 8 DATE; 2 8 2000 UYE TRIO ~COL~SPAC1N(3 3" SQLWlE STEEl. HSADER 8"ROUFORMEDC BEAM 10" ROU.fORt.EO C 8EAM ..11lIlAM 7" I SEAM 8 112"' ROU.FORf,ED !-EADER ALASKAN EX11WDED HEADER 5 1/2" EXTRUDED HEADER TRI. ""'" WIOlH FOR ATTACHED PATIO fAAlt CONS.FOO'I'ERSIZE "'" CONS. FOOTER SIZE "'" CONS. FOOll:R SIZE fAAlt coos. FOOTB<_ "'" CONS. FOOTER SIZE fAAlt CONS. FOOTER SIZE fAAlt CONS. FOOTER SIZE fAAlt CONS. FOOTER SIZE WIOIH ON .... """"" FREE AlTACHED 00l..... FREE An""'" COLIMl FREE AlT....." COLIMl FREE AlT""'" COlIMl FREE ATTAClED COlIMl FREE AlT....." COLIMl FREE AlTACHED COl..... FREE ATTACIlED USING COLLMi ",.." ALL SPACING Pm FTa ....., SPACING Pm Pm -, SPACING Pm Pm "" SPACING Pm Pm ...at SPACING Pm Pm -, SPACING Pm Pm "N, SPACING Pm Pm "N SPACING Pm Pm MIN <PSA "'" fAAlt= ""'"' O1lERS "'" ,~ ::;, COL, "'" ::;, ::;, 00l, ::;, ,-::; COL ::;, ::;, = ;:, ::;, = ,~ ,~ ;:;, COL, " " 00l, "'" ;:;, ,~ = <Fn 8.... '0"- ON .... TYPE TYPE (F1) TYPE "'" TYPE ,~ TYPE TYPE <Fn ~ ~ TYPE TYPE 30 4 5'-10" 4'-10'" ~ ~<1' 25 20 C 5'.'Z' 22 15 C 11'-8" 26 22 C 9-T 2S 18 C 4' 5 4'-8" 4'-10" 7"-10" 23 21 C 18'-10" 30 28 E 22'-10' 31 30 E 4'-10" 22 15 C g-5" 25 22 C 9-T 25 1. C 5 . ur 23 22 C 17'-2" 30 30 E 20'-10" 32 32 E 4'-8" 22 15 C 7'-10" 23 22 C 7-5" 23 1. C 9 7 NI' 23 22 C 18'.-3" 31 31 'E 25'-2" 34 34 E 15'_11. 31 31 E 19'-4" 32 32 E 6'-10" 23 20 C 7 8 ~.v 23 23 C 17<1' 32 32 E 24'.'" 36 36 E 14'.10" 32 32 E 18'-1" 34 34 E 9 . ~.v 25 24 0 16'-10" 33 33 E 23'-'" 37 37 F 14'-0" 33 33 E 17.... 35 35 E 9 10 ~-3" 2S 25 0 1~-3" 34 34 E 22-4" 36 38 F 13'-4" 33 33 E 16'-2" 35 35 E 10 11 ~.... 26 2S 0 15<1' 34 34 E 21'.7" 38 38 F 1Z'" 34 34 E 1S'.$' 36 36 F 11' 12 5'-10" 26 2S D 15'-3" 35 35 E 21'-0" 39 39 F 12'-2" 35 35 E 14'..g" 37 37 F 1Z 13 14'-10" 36 36 E 20'-5" 40 40 F 11'-8" 36 36 E 14'-2" 36 36 F 13' 14 14'-6" '" 37 F 19'.g" 40 40 F 11'-3" 36 36 E 1~'" 36 38 F 14' 40 4 7... 23 1. C 4'-9" 22 1 C S'-1'" 25 20 ~ 9.... ~ 17 C 4' 5 7-T 23 21 C 16'-4" 29 27 E 19'-10" 30 29 E 4'''' 22 15 C 7'-1" 23 2D 7,2" 18 C 5 . ~.v 23 21 C 14'-11" 29 29 E 18'-2" 31 31 E ~-5" 23 18 C ~ 7 ~... 23 22 D 16'-7" 30 30 E 22'-10" 33 33 F 13'-10" 30 30 E 1~-9" 32 32 E 7 8 6'-'" 23 23 D 15'-10" 31 31 E 21'-10" 34 34 F 12'-11" 31 31 E 15'-8" 33 33 E 9 . 5'-10" 2S 23 D 15'-3" 32 32 E 21'..0" 35 35 F 12'-2" 31 31 E 14'-10"' 33 33 F 9 10 5... 25 24 E 14'-9" 33 33 F 20''''. 37 37 F 11'-7" 33 33 E 14'.0" 34 34 F 10 11 5<1' 26 25 E 14'-3" 34 34 F 19'-8" 37 37 F 11'..()" 33 33 F 1~'" 35 35 F 11' 12 5-4" 28 25 E 13'-10" 34 34 F 19'-1" 38 38 F 10'-r" 34 34 F 12'-10" 35 35 F lZ 60 4 :~ 23 18 C 4''''' 22 13 C ~"" 22 17 C ~-7" Z3 16 C 4' 5 23 20 D 13'-5M 28 27 E 1~-3" 30 30 E 5-9" 22 17 D 5' . 5'-10" 22 20 D 11'-3M 29 29 E 14'-1D" 31 31 F 9 7 5-7" 23 21 E 14'~ 31 31 E 19'-11" 35 35 F 11'-4d 30 30 E 1~-9" 33 33 F 7 8 5-4" 23 22 E 13'-10" 32 32 E 19'-1Y 38 38 F 10'-7" 32 32 F 12'-10" 34 34 F 6' . 5'-1" 25 23 E 13'-4d 34 34 E 1S'-4M 39 39 F 10'-0" 33 33 F 11'-1" 36 3. F 9 10 4'-11" 2S 22 E 11'-10" 34 34 E 1T-9" 40 40 F g.s' 34 34 F 11'-5" 35 35 F 10' , 2.0 FREESTANDING AND ATTACHED PATIO STRUCTURES COI.LU< saiBlUIE COL FORATIACHEDPATIO SlRUCl\IIlES A O.024Mx3MSQUAREALLM~ B O.032"x11JrSOUAREAUMIl SCIlOU COl.I.U< B O.027"x:rSQUAREALLMCOLlt.ft C :r CLOVERlEAF A1.l..N. 0.040" o FUII'ED COUMIl ALUM. 0.062" E 3" CLOVERI.EAF STSEL 0.048"' F 3" SQUARE sn:a COI.lM\l G 4M SQUAAE STEEl COL.L,M.I H 5"SQl.IMESTEELCOLLM'4 J a- SClIJARE STEEl COlIAf4 MAX cot HGHT 11'-8" 8'''' COl.lM.t SCHEDULE FOR FReESTANDING STRlICTURESAND INTERMEOIATE ~ FOR f.M..TlSPMl STRUClURES N<1I<S 8'-T'fMX.COL.l.IINHEJGHr 11"tMX. COl.l.f.9\I LENGTH 12' WIX. COLlMIl LENGTH 12'MAX.CQl.l..M,I~ TABlE 2.4 ALL ~ MA.Y BE REPlACEDwrTHA STRONGER COlLM'4 'A' MA.Y BE REPLACED W/B-J '8' MA.Y BE REPlACED WI C-J, ETC. LINEAR INlERPOLATlON FOR All CALC\AATlONS IS ALLO\NEO 11'....M ,,... "... ,,... ,,... "... ,,... "... COLIMl E F G H SCHEDtA...E OF MAX.. COLUMN SPACING FOOTING SIZE AND COLUMN TYPE FOR PAllO APPLICATIONS UYE lRI8 O.Ol6"x3"x8"HBADIlR O.042"x3~x8"BBAm!R DOlJBll: O.032"x 2"1t rr HEADER lOAD WIOlH "'" CONS. FOOTB< SIZE MAX CONS. FOOlER SIZE "'" CONS. fOOTER sae COI.LU< FREE ATTlICHEO 00l FREE AlT....." COlIMl FREE AlT""'" SPACfiG Pm Pm .... SPACINC Pm Pm ...., SPACING Pm Pm MN. " " = " " COL " ... = (l'SF) (FT) (F1) ~ ~ TYPE (F1) (IN) (IN) TYPE (F1) (IN) ON) TYPE 7O&90MPttWNlSPEED LESSTW.N12' 10 .."" 12'-1" V 23 A 14'-1" 28 24 B 13'-3D V 23 B 5.... 10-9" 26 23 B 12'-7" 27 2S B 11'-10" 26 24 B ~.... 9'-10" 25 24 B 11'-6" 2. 2S C 10-9" 26 25 B T.... 9'-1" 25 25 B 10'-7" 26 26 C 10'-0" 25 25 C ...... 8'-2" 25 25 B 9'-11" 28 28 C 9'-4" 26 26 C g.... 7-3" 25 25 B 9'-4" V V C 8'-10" 26 26 C 10.... ~<1' 25 25 B 8'-10" 27 V C 9-4" V 27 C 20 ...... "<1' 25 20 B 10'-1" 26 21 C g-r 25 21 C 5.... 6'-10" 23 2D B 9'-1" 25 22 C 9.s' 25 22 C ~.... 5<1' 22 20 B 9-3" 25 23 C 7.0 23 22 C 7.... 4'-10" 23 20 B 7... 23 23 C T-3" 23 23 C ~.... .."'. 23 21 B ~.v 23 23 C ~-9" 23 23 C g.... ~.(1. 2S 23 C 6'-4" 25 24 C 10.... 5'-5" 25 24 C 5-9" 25 24 C 25 ...... 6'-11" 23 1" B g.2" 25 21 C 8"-7" 25 20 C S.... 5... 22 1. B 8'-1" 25 22 C 7... 23 21 C ~.... 4'-1" 22 1. B 7"" 23 22 C 7"" Z3 21 C 7.... ~"" 23 22 C ~.... 23 22 C ...... 5"" 23 22 C 5,g' 23 22 C g.... 4'-10" 25 22 C 5-T 25 23 C 10.... 4'-7" 25 22 C 30 ...... 5.v 22 17 B 9-4" 25 20 C T-1D" 23 1. C 5.... ..-r 22 18 B T-4" 23 21 C 7.... 23 20 C ...... 8'-1" 23 21 C ~-5" Z3 21 C 7.... 5"" ~ 21 C 5-r 23 21 C 9.... 4'-7' 21 C 4'-10" 23 21 C 40 ...... ...... 22 1. B 6'-11" 23 18 C 8'-10'" 23 18 C S.... 5..... 22 1. C 5'-10" 22 l' C 9.(1' It-T' 22 1. C 4'-11" 22 " C 60 4..... 4.... 22 1. C 4'~11" 22 1. C GENERAL METHOD FOR USING THESE TABlES 1 CHOOSE FREESTANDING OR ATTACHED, COMMERCIAL OR PATIO STRUCTURE. 2 CHOOSE PROJECTION, WIDTH, OVERHANG, WINO LOAD AND UVE LOAD. 3 FIND "TRIBUTARY WIDTH FROM TABLE 2.6 AND DRAWINGS ON 57SCO% OF ''STRUCTURAL CONFIGURATIONS". 4 CHOOSE A PANe. FROM SHEET 1ll-lAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5 CHOOSE A HEADER FROM SHEETS 2--5 THAT HAS ADEQUATE COLUMN SPACING. 6 USE ll-lE FOOTER SIZE SHOWN. ' 7 FOR SINGLE SPAN ATTACHED PATIO, USE THE POST SHOWN. LOOK AT THE TABLES PROVIDED FOR All OTHERS. 8 FIND THE OIC SPACING OF WALL CONNECTIONS ON TABLE 6.5. 9 FIND THE NUMBER OF PANEl TO HEADER FASTENERS ON TASLE A OF 97C004 DErAIL '...e. 10 FIND THE APPROPRlAlE DETAILS ON 17CD01 TO e7CD08. FOR CONCRETE PATIO SLABS FOlLOW 1-4 ABOVE 5 CHOOSE A COLUMN lENGTH IF USING COLUMN -AM {8'..(J" OR 10'-6'j 6 FIND ll-lE MAXIMUM COLUMN SPACING ON SlABS FROM TAEILE 2.1 7 CHOOSE A HEADER (fABLE 21 OR 2.5) ll-lAT HAS THE SAME OR GREAlER COLUMN SPACING FOR lHAT"TRIS WI01H AND UVE AND \NINO lOAD 6 USE COlUMN lYPE 'S' OR STRONGER (UNLESS USING COLUMN uA" 9 FOLLOW STEP 8, 9 AND 10 ABOVE. TRIBUTARY W1Dll-lS FOR SINGLE SPAN ATTACHED STRUCTURES FOR GIVEN PROJECTION AND OVERHANG /ROUNDED IlP'I PROJ. OVERHANG (FT) (FT) 0 1 2 3 . . . 7 8 . 3 4 4 5 NlA NlA NlA NlA NlA 7 4 4 5 5 NlA NlA NlA NlA NlA 8 4 5 5 6 . NlA NlA NlA NlA . 5 5 6 . 7 NlA NlA NlA NlA 10 5 6 . 7 7 8 NlA NlA NlA 11 . . 7 7 8 8 NlA NlA NlA 12 . 7 7 8 8 . . NlA NlA 13 7 7 8 8 . . 10 NlA NlA 14 7 8 . . . 10 10 11 NlA 15 8 8 . . ,. 10 11 11 NlA ,. 8 . . 10 ,. 11 11 12 12 17 . . 10 10 11 11 12 12 13 18 . 10 10 11 11 12 12 13 13 ,. 10 10 11 11 12 12 13 13 14 20 10 11 11 12 12 13 13 14 14 21 11 11 12 12 13 13 14 14 15 22 11 12 12 13 13 14 14 15 15 23 12 12 13 13 14 14 15 15 ,. 24 12 13 13 14 14 15 15 1. ,. 25 13 13 14 14 15 15 ,. 1. 17 26 13 14 14 15 15 1. 1. 17 17 V 14 14 15 15 1. 1. 17 17 16 28 14 15 15 ,. ,. 17 17 18 18 29 15 15 ,. ,. 17 17 ,. ,. l' 30 15 18 ,. 17 17 18 1. 1. ,. 31 18 18 17 17 18 18 1. 1. 20 32 18 17 17 18 18 " 1. 20 20 33 17 17 1. 1. ,. ,. 2D 20 21 34 17 18 18 1. ,. 20 20 21 21 35 18 1" 1. ,. 20 2D 21 21 22 36 18 1. l' 2D 2D 21 21 22 22 37 " 1. 20 2D 21 21 22 22 23 38 1. 20 20 21 21 22 22 23 23 39 20 2<i 21 21 22 22 23 23 24 40 2D 21 21 22 22 23 23 24 24 41 21 21 22 22 Z3 23 2. 24 25 42 21 22 22 23 23 24 24 25 25 "''''''.... 1HISTABLE MAY BE USED FOR COMMERCIAL, PATIO OR Ll\111CE STRUCTURES :AmerimAx IRJILDING PIlIlIItx:TIl.INC. 1140 ALl-PRODRivt ELKHART, IN 46514 leBO ES EVAUlAnON REPORT ER-2821P HEADER SPANS,COLUMN SPACINC., FOOTER SIZE AND COLUIotN TYPE FOR ~~~!'~~~~ AnACHED SHEO 3 or 8 OATE: 2 8 2000 q 20 4' 22'-6" 33 35 38 40 28 24'-11" 34 36 39 41 29 3l1-7" 36 38 41 43 31 20 4' fl.g' 27 28 31 32 21 17-11" 31 33 36 37 26 26'-3" 35 37 40 42 30 4' fl 5' 20'~1" 33 35 37 39 30 22'-4" 33 35 38 40 31 27-4" 35 37 40 42 33 5' 6'.g' 27 28 31 32 22 16'-0" 30 32 35 36 27 23'-6" 33 35 38 40 31 5' 10' 6' lB'-4" 32 34 37 38 30 20'-4" 33 35 37 39 32 24'-11" 34 36 39 41 33 6' B'-O" 25 27 29 30 23 14'-7" 30 32 35 36 28 21'-5" 33 35 37 39 32 6' 11' 7 17-0" 31 33 36 37 31 lB'-lO" 32 34 37 38 32 23'-1" 35 35 38 40 35 7 7-5" 25 27 29 30 24 13'-6" 29 31 33 35 29 lfl-10" 33 34 37 36 33 7 12' 8' 15'-11" 32 32 35 36 32 17-8" 33 33 36 37 33 21'-7" 35 35 37 39 35 B' 6'-11" 25 27 29 30 24 12'-8" 30 31 33 35 30 18'-7" 34 34 37 38 34 8' 13' fl 15'.0" 32 32 35 36 32 16'-7" 34 34 36 37 34 20'-4" 36 36 37 39 36 fl 6'-7" 27 28 31 32 25 11'-11" 30 30 32 34 30 17-6" 34 34 36 37 34 fl 14' 10' 14'.2" 33 33 35 36 33 15'-9" 34 34 35 36 34 lfl-4" 37 37 37 38 37 10' 6'-2" 27 28 31 32 28 11'-4" 31 31 32 34 31 16'-7" 35 35 36 37 35 10' 15' 11' 13'-6" 34 34 34 35 34 15'-0" 35 35 35 36 35 lB'-lO" 37 37 37 38 37 11' 5'-11" 28 30 32 34 25 10'.g' 31 31 32 34 31 15'-10" 35 35 35 36 35 11' 16' 12' 13'-0" 34 34 34 35 34 14'-5" 36 36 36 36 36 18'-1" 38 38 38 38 38 12' 5'-8" 28 30 32 34 25 10'-4" 32 32 32 34 32 15'-2" 36 36 36 36 36 12' 13' 12'-5" 35 35 35 35 35 13'-10" 36 36 36 36 36 17-4" 39 39 39 39 39 13' 5'-5" 29 31 33 35 26 9'-11" 32 32 32 32 32 14'-6" 37 37 37 37 37 13' ALL FOOTE 14' 12'-0" 35 35 35 35 35 13'-4" 37 37 37 37 37 16'-8" 39 39 39 39 39 14' 5'-3" 29 31 33 35 27 9'-7" 33 33 33 33 33 14'-0" 37 37 37 37 37 14' TO USE NO 15' 11'-7" 36 36 36 36 36 12'-10" 37 37 37 37 37 16'-2" 40 40 40 40 40 15' 5'-1" 30 32 35 36 27 fl-3" 33 33 33 33 33 13'-6" 37 37 37 37 37 15' SEE TABLE 16' 11'-3" 36 36 36 36 36 12'-5" 37 37 37 37 37 15'-7" 40 40 40 40 40 16' 4'-11" 30 32 35 36 28 8'-11" 33 33 33 33 33 13'-1" 38 38 38 38 38 16' 70 & 90 MPH EXPOSURE B I 70 MPH EXPOSURE C 70 & 90 MPH EXPOSURE B TABLE 3,1 I 25 4' 22'-6" 29 31 34 35 28 26'-11" 30 32 35 37 29 37-11" 33 35 38 40 33 25 4' fl-O" 23 25 27 28 20 23'-5" 29 31 33 35 28 32'-3" 32 34 37 38 31 4' 5' 20'-7" 29 31 33 35 29 25'-0" 31 32 34 36 31 35'-3" 35 35 37 39 35 5' B'-O" 22 23 25 27 21 21'-1" 28 30 33 34 29 29'-11" 33 33 35 37 33 5' ~ 6' lB'-9" 30 30 32 34 30 22'-9" 32 32 34 35 32 32'-2" 36 36 37 39 36 6' 7'-4" 22 23 25 27 22 19'-3" 30 30 32 33 30 2B'-2" 34 34 35 37 34 6' 7 17-4" 31 31 31 33 31 21'-1" 33 33 33 35 33 29'-9" 37 37 37 37 37 7 6'.g' 22 23 25 27 22 17-10" 31 31 31 33 31 26'-2" 35 35 35 36 35 7 8' 16'-3" 32 32 32 33 32 lfl-9" 33 33 33 34 33 27-10" 37 37 37 37 37 8' 6'-4" 23 23 25 27 23 16'-8" 32 32 32 33 32 24'-5" 36 36 36 36 36 8' fl 15'-4" 32 32 32 32 32 18'-7" 34 34 34 34 34 26'-3" 38 38 38 38 38 fl 6'-0" 24 25 27 28 24 15'-9" 32 32 32 32 32 23'-1" 37 37 37 37 37 fl 1 10' 14'-8" 33 33 33 33 33 17'--8" 35 35 35 35 35 24'.11" 39 39 39 39 39 10' 5'-8" 25 25 27 2B 25 14'..11" 33 33 33 33 33 21'-10" 37 37 37 37 37 10' E 11' 13'-10" 33 33 33 33 33 16'-10" 35 35 35 35 35 23'-6" 39 39 39 39 39 11' 5'-5" 25 26 2B 29 25 14'-3" 34 34 34 34 34 20'-10" 38 38 38 38 38 11' ICBO ES E 12' 13'--3" 34 34 34 34 34 16'-1" 35 35 35 35 35 22'-6" 40 40 40 40 40 12' 5'-2" 26 26 2B 29 28 13'-7" 34 34 34 34 34 20'-0" 38 38 38 38 38 12' HEADER S roOTER $1 13' 12'-8" 34 34 34 34 34 15'-6" 36 36 36 36 36 21'..a" 41 41 41 41 41 13' 4'.11" 25 27 29 31 25 13'.1" 35 35 35 35 35 19'-2" 39 39 39 39 39 13' rREESTAN 14' 12'-3" 35 35 35 35 35 14'-11" 37 37 37 ,37 37 20'-10" 41 41 41 41 41 14' 4'.g' 28 27 29 31 28 12'-7' 35 35 35 35 35 lB'-6" 40 40 40 40 40 14' COl.thlERCI SHEET 4 0 15' 11'-10" 35 35 35 35 35 14'-5" 38 38 38 38 38 2(1-2" 42 42 42 42 42 15' 4'.7" 26 28 30 32 26 12'-2" 36 36 36 36 36 17-10" 40 40 40 40 40 15' 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES LIVE 1RlB .' I BEAM 7" I BEAM 10' I BEAM LIVE lRIIl 3' CLOVERLEAf'" BTEEL H~D&:R S' 8Tl:EL C 8EAM 1 C' STEEL C BEAM lRlB LOAD 1NlImi MAlL CONS. FOOTER SIZE .... CONS. FOO1'ER SIZE .... CONS. FOOTER SIZE LOAD 1M"'" MAlL CONS. FOOTER SIZE .... CONS. FOOTER SIZE .... CONS. FOOiER SIZE 1M"'" COLUMN FREESrANOlNG ATT COLUMN FREESTANOING ATT COLUMN FREESTANDING ATT COLUMN FREESTANOlNG ATT COlUMN FREESTNftllNG ATT COLUMN FREESTANOING ATT SPACING FOOTER.... I FlR SPACING FOOTER .... FlR SPACING FOOTER .... FlR SPACING FOOTER.... I FlR SPACING FOOTER .... FlR SPACING FOOTER .... FlR COLUMN HEIGHTS .... COLUMN HEIGHTS ;:;, COLUMN HEIGHTS :::. COlUMN HBGHTS :::. COLUMN HEJGHTS I.~ COlUMN HEIGHTS ... I IPSA IFn IFn In" 11' 1. lB "'" IFn In" 11' 1. 1. = rn- 11' 15' 18' .=1= = rr 11' 15' 18' = ff7" 11' 15' 18' .= S7' 11' 1. lB "'" IFTl 70 MPH EXPOSURE B 70 MPH EXPOSURE B 20 4' 24'-3" 26 28 30 31 24 29'-0" 27 29 31 33 26 40'-11" 29 31 34 36 29 20 4' fl.g' 20 22 24 25 18 25'-3" 26 28 30 31 25 34'-8" 28 30 33 34 27 4' 5' '22:-6" 26 27 29 31 26 26'-11" 27 2B 31 32 27 37-11" 30 31 33 35 30 5' B'-11" 20 22 24 25 19 23'-5" 26 27 29 31 26 32'-3" 29 30 32 34 29 5' 6' 20'-11" 2B 28 29 30 28 25'-4" 28 28 30 31 28 35' .g' 32 32 33 34 32 6' B'-2" 20 22 24 25 20 '22:-0" 27 27 29 30 27 3l1-4" 30 30 32 33 30 6' 7 lfl-4" 27 27 28 29 27 23'-6" 29 29 29 31 29 33'-3" 33 33 33 34 33 7 7-6" 20 21 22 23 20 20'-11" 2B 2B 29 30 2B 28'-10" 31 31 31 33 31 7 B' lB'-l" 28 28 28 29 28 21'.11" 30 30 30 30 30 31'-1" 34 34 34 34 34 B' 7-0" 21 21 22 23 21 20'-0" 29 29 29 29 29 27-6" 32 32 32 32 32 B' fl 17-1" 28 28 28 29 28 20'-8" 30 30 30 30 30 29'-4" 34 34 34 34 34 fl 6'-8" 21 22 24 25 21 lfl-2" 30 30 30 30 30 26'-6" 33 33 33 33 33 fl 10' 16'-2" 29 29 29 29 29 lfl-8" 31 31 31 31 31 27-9" 35 35 35 35 35 10' 6'-4" 22 22 24 25 22 18'-2" 30 30 30 30 30 25'-7" 34 34 34 34 34 10' 11' 15'-5" 30 30 30 30 30 16'.g' 31 31 31 31 31 26'-2" 35 35 35 35 35 11' 6'-0" 21 23 25 26 21 17-4" 31 31 31 31 31 24'.g' 34 34 34 34 34 11' 12' 14'-9" 30 30 30 30 30 17-11" 32 32 32 32 32 25'-1" 36 36 36 36 36 12' 5'.g' 21 23 25 26 21 16'-7" 31 31 31 31 31 24'-1" 36 36 36 36 36 12' 13' 14'-2" 31 31 31 31 31 17-3" 33 33 33 33 33 24'-1" 36 36 36 36 36 13' 5'-6" 22 24 26 27 22 15'-11" 31 31 31 31 31 23'-4" 36 36 36 36 36 13' 14' 13'-8" 31 31 31 31 31 16'-7' 33 33 33 33 33 23'-2" 37 37 37 37 37 14' 5'-4" 22 24 26 27 22 15'-4" 32 32 32 32 32 22'-6" 36 36 36 36 36 14' 15' 13'-2" 31 31 31 31 31 16'-0" 34 34 34 34 34 zr...s" 37 37 37 37 37 15' 5'-2" 23 25 27 28 23 14'-10" 32 32 32 32 32 21'-9" 37 37 37 37 37 15' 16' 12'-9" 31 31 31 31 31 15'-6" 34 34 34 34 34 21'-6" 37 37 37 37 37 16' 5'-0" 24 25 27 28 24 14'-4" 33 33 33 33 33 21'.0" 37 37 37 37 37 16' 70 MPH EXPOSURE C 70 MPH EXPOSURE C 20 4' 24'-3" 30 32 34 36 24 29'-0" 31 33 36 37 26 39'-6" 33 36 38 40 29 20 4' fl.g' 23 25 27 28 18 23'-3" 29 31 34 35 24 34'..1" 32 35 37 39 27 4' 5' '22:-6" 29 31 34 35 26 26'-11" 30 32 35 37 27 35'-4" 32 35 37 39 30 15' 8'-11" 23 25 27 28 19 20'-10" 29 31 33 35 25 3l1-6" 32 34 36 38 28 5' 6' 20'-11" 29 31 33 35 27 25'-4" 30 32 34 36 28 32'-3" 32 34 37 39 31 6' 8'-2" 23 25 27 28 20 lfl-O" 2B 30 32 34 26 27-10" 30 32 35 37 29 6' 7 lfl-4" 28 30 32 34 27 23'-6" 29 31 34 35 29 29'-10" 31 33 36 37 31 7 7-6" 22 24 26 27 20 17-7" 27 29 31 33 26 25'-9" 30 32 34 36 30 7 B' 18'-1" 2B 30 32 34 28 21'-11" 30 31 33 35 30 27-11" 32 32 35 37 32 8' 7-0" 22 24 26 27 21 16'-5" 27 29 31 33 27 24'-1" 31 32 34 36 31 B' fl 17-1" 29 29 31 33 29 20'-8" 30 31 33 35 30 26'-4" 33 33 35 37 33 fl 6'-8" 23 25 27 28 21 15'-6" 28 28 30 32 2B '22: .g' 31 31 34 35 31 fl 10' 16'-2" 29 29 31 33 29 lfl-8" 31 31 32 34 31 25'.0" 33 33 34 36 33 10' 6'-4" 23 25 27 28 22 14'-9" 28 28 30 32 28 21'-T' 32 32 33 35 32 10' 11' 15'-5" 30 30 30 32 30 18'..9" 31 31 32 34 31 24'-6" 34 34 34 36 34 11' 6'-0" 25 26 28 30 21 14'-0" 28 28 29 31 28 20'-7" 32 32 33 35 32 11' 12' 14'-9" 30 30 30 32 30 17-11" 32 32 32 33 32 23'-6" 35 35 35 35 35 12' 5'.g' 25 26 28 30 21 13'-5" 29 29 29 31 29 19'-8" 33 33 33 34 33 12' 13' 14'-2" 31 31 31 32 31 17-3" 33 33 33 33 33 22'-6" 35 35 35 35 35 13' 5'-6" 26 27 29 31 22 12'-11" 29 29 29 31 29 18'-11" 33 33 33 34 33 13' 14' 13',.8" 31 31 31 31 31 16'-7' 33 33 33 33 33 21'-9" 36 36 36 36 36 14' 5'-4" 26 27 29 31 22 12'-5" 30 30 30 31 30 18'-3" 34 34 34 34 34 14' 15' 13'-2" 31 31 31 31 31 16'-0" 34 34 34 34 34 21'..0" 37 37 37 37 37 15' 5'-2" 26 28 30 32 23 12'-0" 31 31 31 32 31 17-7' 34 34 34 34 34 15' 16' 12'-9" 31 31 31 31 31 15'-6" 34 34 34 34 34 20'-4" 37 37 37 37 37 16' 5'-0" 26 28 30 32 24 11'-7" 31 31 31 32 31 17-0" 35 35 35 35 35 16' 90 MPH EXPOSURE B 90 MPH EXPOSURE B 20 4' 24'-3" 30 32 34 36 28 29'-0" 31 33 35 37 30 40'-1" 34 36 39 40 34 20 4' fl.g' 23 25 27 28 21 23'-7" 29 31 33 35 28 34'-T' 32 34 37 39 32 4' 5' 22'~' 30 32 34 36 30 26'-11" 31 32 35 36 31 35'-10" 35 35 37 39 35 5' 8'-11" 23 25 27 28 22 21'-1" 29 30 33 34 29 3l1-11" 33 33 36 38 33 5' 6' 20'-11" 31 31 33 34 31 25'-4" 33 33 34 36 33 32'-8" 36 36 37 38 36 6' 8'-2" 23 25 27 28 23 lfl-3" 30 30 32 33 30 28'-3" 34 34 35 37 34 6' 7 19'-4" 32 32 32 33 32 23'-6" 34 34 34 35 34 30'-3" 37 37 37 38 37 7 7-6" 23 23 25 27 23 17-10" 31 31 31 33 31 26'-2" 35 35 35 36 35 7 B' 18'-1" 33 33 33 33 33 21'-11" 34 34 34 34 34 2B'-4" 38 38 38 38 38 B' 7-0" 24 24 25 27 24 16'-8" 32 32 32 33 32 24'-5" 36 36 36 36 36 8' fl 17-1" 33 33 33 33 33 20'-8" 35 35 35 35 35 26'-8" 39 39 39 39 39 fl 6'-8" 24 25 27 28 24 15'-9" 32 32 32 32 32 23'-1" 37 37 37 37 37 fl 10' 16'-2" 34 34 34 34 34 lfl-8" 36 36 36 36 36 25'-4" 39 39 39 39 39 10' 6'-4" 25 25 27 28 25 14'-11" 33 33 33 33 33 21'-10" 37 37 37 37 37 10' 11' 15'-5" 34 34 34 34 34 18'-9" 36 36 36 36 36 24'-10" 40 40 40 40 40 11' 6'-0" 25 26 2B 29 25 14'-3" 34 34 34 34 34 20'-10" 38 38 38 38 38 11' 12' 14'-9" 35 35 35 35 35 17-11" 37 37 37 37 37 23'-10" 41 41 41 41 41 12' 5'-9" 25 26 28 29 25 13'-T' 34 34 34 34 34 20'-0" 38 38 38 38 36 12' 13' 14'-2" 36 36 36 36 36 17-3" 38 38 38 38 38 22'-10" 41 41 41 41 41 13' 5'-6" 26 27 29 31 26 13'-1" 35 35 35 35 35 19'-2" 39 39 39 39 39 13' 14' 13'-8" 36 36 36 36 36 16'-T' 38 38 38 38 38 22'-0" 42 42 42 42 42 14' 5'-4" 27 27 29 31 27 12'-7" 35 35 35 35 35 18'-6" 40 40 40 40 40 14' 15' 13'-2" 37 37 37 37 37 16'-0" 39 39 39 39 39 21'-3" 43 43 43 43 43 15' 5'-2" 27 28 30 32 27 12'-2" 36 36 36 36 36 17-10" 40 40 40 40 40 15' 16' 12'-9" 36 36 36 36 36 15'-6" 39 39 39 39 39 20'-T' 43 43 43 43 43 16' 5'-0" 2B 28 30 32 28 11'-9" 35 35 35 35 35 17-3" 41 41 41 41 41 16' 90 MPH EXPOSURE C 90 MPH EXPOSURE C CONS. FOOTER SIZE FREESrANDING ATT FOOTER "d" FTR COLUMN HEIGHTS "d" fIT" 11' 15' 18' 70 MPH EXPOSURE B B' 11'-2" 21 23 25 26 fl 10'-6" 21 23 25 26 10' 10'-0" 20 22 24 25 11' fl-6" 21 23 25 26 12' fl-l" 21 23 25 26 13' 8'-9" 22 24 26 27 14' B'-5" 22 24 26 27 15' 8'-1" 23 25 27 28 16' 7-10" 23 25 27 2B 17 7-7" 24 25 27 29 70 MPH EXPOSURE C B' 11'-2" 25 26 28 30 fl 10'-6" 25 26 28 30 10' 10'-0" 23 25 27 28 11' fl-6" 25 26 28 30 12' fl-l" 25 26 28 30 13' B'-9" 26 27 29 31 14' 8'-5" 26 27 29 31 15' B'-1" 26 28 30 32 16' 7-10" 26 28 30 32 17 7-7" 27 29 31 33 90 MPH EXPOSURE B B' 11'-2" 24 26 28 29 9' 10'-6" 24 26 28 29 10' 10'.0" 23 25 27 28 11' fl-6" 24 26 28 29 12' fl-l" 24 26 28 29 13' B'-9" 25 27 29 31 14' B'-5" 25 27 29 31 15' 8'-1" 26 28 30 32 16' 7-10" 26 28 30 32 17 7-7' 27 29 31 33 90 MPH EXPOSURE C 8' 11'-2" 28 30 32 34 fl 10'-6" 28 30 32 34 10' 10'-0" 27 28 31 32 11' fl-6" 28 30 32 34 12' fl-l" 28 30 32 34 13' 8'-9" 29 31 33 35 14' 8'-5" 29 31 33 35 70 MPH EXPOSURE BANDC 8' 10'-0" 23 25 27 28 18 fl-5" 23 25 27 28 19 8'-11" 23 25 27 28 19 8'-6" 25 26 28 30 19 8'-2" 25 26 28 30 20 7-10" 26 27 29 31 20 7-6" 26 27 29 31 20 7-3" 26 28 30 32 20 7-0" 26 28 30 32 20 TABLE 3.2 ::..:;;; ~ ~ '1 n-' RS LISTED ARE CONSTRAINED. ,,',' , . NCONSTRAINEDFooTERS i,2",,(. ON SHEET 2 OF 8 ~:i . '" fi'<.- iEi lLll ""\ 1&_. \, ~emnax ' \JILDING PRODUCl'S,!Ne. 140 ALL PRO DRIVE LKHART, IN 46514 VALUATION REPORT ER-2621 P PA.NS, COLUMN SPA.CING, ZE AND COLUMN TYPE rOR DING AND ATTACHED AL STRUCTURES F' 8 DATE: 2 8 2000 LIVE PRO- LOAD JEC. MAX. l10N COlUMN SPACING 51/:1' EXTRUDED HEADER 20 20 20 20 25 19 19 19 20 21 20 21 21 21 21 19 19 19 20 21 20 21 21 21 21 22 22 22 23 24 24 24 25 24 25 23 23 23 24 24 24 25 MAR 0 3 2000 LIVE pO(> 51(2' EXTRUDED HEADER lOAD JEC. MAX. CONS. FOOTER SIZE lION COLUIolN FREESTANDING AIT SPACING FOOTER .... FIR COlUMN H8GH1S ... ,"SF> <Fn IFTl S7' 11' IS .. IIN\ 90 MPH EXPOSURE B 25 8' 10'-0" 23 25 27 28 21 9' 9'-5" 23 25 27 28 22 10' 8'-11" 23 25 27 28 22 11' 8'-6' 24 26 28 29 22 12' 8'.2" 24 26 28 29 23 13' 7'-10" 25 27 29 31 23 14' 7'-6' 25 27 29 31 23 15' 7'~ 26 28 30 32 23 16' 7'-0" 26 28 30 32 23 90 MPH EXPOSURE C 25 8' 10'-0" 27 28 31 32 21 9' 9'-5" 27 28 31 32 22 10' 8'-11" 27 28 31 32 22 11' 6'-6' 28 30 32 34 23 12' 8'-2" 28 30 32 34 24 13' 7'-10" 29 31 33 35 23 14' 7'-6' 29 31 33 35 24 70 MPH EXPOSURE B 30 8' 11-2" 20 22 24 25 21 11 8'-7" 20 22 24 25 21 10' 8'-2" 20 22 24 25 22 11' 7'-11' 21 23 25 26 22 12' 7'-5" 21 23 25 26 23 13' 7'-2" 22 24 26 27 23 14' 6'-10" 22 24 26 27 23 15' 6'-7" 23 25 27 28 23 90 MPH EXPOSURE C 30 8' 9'-2" 27 28 31 32 21 9' 8'-7" 27 28 31 32 21 10' 8'-2" 27 28 31 32 22 11' 7'-11' 28 30 32 34 22 12' 7'-5" 28 30 32 34 23 13' 7'-2- 29 31 33 35 23 14' 6'-10" 29 31 33 35 23 15' 6'-7" 30 32 35 36 23 40 8' 7'-11" 25 27 29 30 20 9' 7'-6' 27 28 31 32 21 10' 7'-1" 27 28 31 32 21 11' 6'-11' 28 30 32 34 21 12' 6'-5" 28 30 32 34 22 13' 6'-2" 29 31 33 35 22 60 7' 6'-11" 25 27 29 30 19 8' 6'-6' 25 27 29 30 20 9' 6'-1- 27 28 31 32 20 10' 5'-11' 27 28 31 32 20 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES LIVE 1RIB 6' I BEAM ~ I BEAM l.OAD wum-t MAX. CONS. f'OCJTCR SIZE MAX CONS. FOOTER SIZE MAX COLUMN FREESTANDING ATT COLUMN FREESTANDING ATT COLUMN SPACING "d'" I Fl'ft SPACING FOOTER "d" Aft SPACING COllINN HEIGHTS "d" COlUMN HEIGHTS ..,. 'tp,SF tFTl (fTl "11' 15' 18' (00 fFTl "11' 15' 18' rM fFTl 90 MPH EXPOSURE C 3' eLOVEAl.EAF STEEL HEADER MAX. CONS. FOOlER SIZE MM COLUMN FREESTAN0N3 ATT COLUMN SPACING FOOTER "d" FIR SPACING COLUMN HEIGIflS "d" fFTl If7" 11' 15' 18' ~\ fFT\ 10' STEEL C BEAM lRlB CONS. FOOTER SIZE WltJTH FREESTANDING ATT FOOTER.... I FIR COLUMN HEIGI-ITS "d'" f!t7" 11' 15' 18'lflN'l IFn .' STEEL 0 BEAf<I 1 D" I BEAM lIVE lRIB CONS. FOOTER SIZE LOAD WlD'T1i FREESTANDING ATT .... FIR COlUMN HBGHTS "d" 1rT'11' 15' 18'I"';"'UfP.<::Fl1 fFTl CONS. FOO1ER SIZE MAX FREESTANDING ATT COLUMN FOOTER "d" I FTR SPAC:lNG COLUMN HEIGHTS "d" "11'15' 18'1/1i:n fFTl 70 MPH EXPOSURE C 25 4' 2Z-6' 33 35 38 40 28 24'-11" 34 36 39 41 29 3(1-7" 36 38 41 43 31 25 4' 9'-0" 23 25 27 2B 17 23'~ 29 31 34 35 24 32'-3" 32 34 37 39 27 4' 5' 20'-1" 33 35 37 39 29 22'-4" 33 35 38 40 31 27'-4" 35 37 40 42 33 5' 8'-0" 22 24 26 27 18 20'-10" 29 31 33 35 25 29'-11" 31 33 36 37 28 5' 6' 18'-4" 32 34 37 38 30 20'-4" 33 35 37 39 32 24'-11" 34 36 39 41 33 6' 7'-4" 22 24 26 27 19 111-0" 2B 30 32 34 26 27'-10" 30 32 35 37 30 6' 7' 17'-0" 31 33 36 37 31 18'-10" 32 34 37 38 32 23'-1" 33 35 38 40 35 7' 6'-11' 22 24 26 27 19 17'-7" 27 29 31 33 26 25-11' 30 32 34 36 30 7' 8' 15'-11" 32 32 35 36 32 17'-8" 33 33 36 37 33 21'-7" 35 35 37 39 35 8' 6'-4" 22 24 26 27 20 18'-5" 27 29 31 33 27 24'-1" 31 32 34 36 31 8' 9' 15'-0" 32 32 35 36 32 16'-7" 34 34 36 37 34 20'-4" 36 36 37 39 36 9' 6'-0" 23 25 27 2B 20 15'-6' 28 28 30 32 28 22'-11' 31 31 34 35 31 9' 10' 14'-2" 33 33 35 36 33 15'-11' 34 34 35 36 34 111-4- 37 37 37 38 37 10' 5'-lj" 23 25 27 2B 21 14'-11' 28 28 30 32 28 21'-7" 32 32 33 35 32 10' 11' 13'-6' 34 34 34 35 34 15'-0" 35 35 35 36 35 18'-10" 37 37 37 37 37 11' 5'-5" 25 26 28 30 21 14'-0" 28 2B 29 31 28 20'-7" 32 32 33 35 32 11' 12' 13'.()" 34 34 34 35 34 14'-5" 35 35 35 35 35 18'-1" 38 38 38 38 38 12' 5'-2" 25 26 28 30 22 13'-5" 29 29 29 31 29 19'-8" 33 33 33 34 33 12' 13' 12'-5" 35 35 35 35 35 13'-10" 35 35 35 35 35 17'-4" 38 38 38 38 38 13' 4'-11" 26 27 29 31 21 12'-11" 29 29 29 31 29 18'-11" 33 33 33 34 33 13' 14' 12'-0" 35 35 35 35 35 13'-4 36 36 36 36 36 16'-ll" 38 38 38 38 36 14' 4'-/i1' 26 27 29 31 22 12'-5" 30 30 30 31 30 18'-3" 34 34 34 34 34 14' 15' 11'-7" 36 36 36 36 36 12'-10" 36 36 36 36 36 16'-2" 39 39 39 39 38 15' 4'.7" 26 28 30 32 22 12'-0" 30 30 30 30 30 17'-7" 34 34 34 34 34 15' 70 & 90 MPH EXPOSURE B /70 MPH EXPOSURE C 90 MPH EXPOSURE C 30 4' 21'-1" 29 31 34 35 27 25'-4" 30 32 34 36 29 35'-11' 32 35 37 39 32 25 4' 9'.q' 27 28 31 32 21 17'-11" 31 33 36 37 26 26'-3" 35 37 40 42 30 4' 5' 18'-10" 28 30 32 34 28 22'-10" 30 31 34 35 30 32'-3" 34 34 37 39 34 5' 8'.q' 25 27 29 30 21 16'-0" 30 32 35 36 27 23'-6' 33 35 38 40 31 5' 6' 17'-2" 29 29 31 33 29 20'-10" 31 31 33 35 31 2J1 -S" 35 35 36 'S1 35 6' 7'-4" 25 27 29 30 23 14'-7" 30 32 35 36 28 21'-5" 33 35 37 39 32 6' 7' 15'-11" 30 30 30 32 30 111-4" 32 32 32 34 32 27'.:$' 36 36 36 37 36 7' 6'-/i1' 25 27 29 30 23 13'-6' 29 31 33 35 29 111-10" 33 34 37 38 33 7' 8' 14'-10" 30 30 30 32 30 18'.1" 33 33 33 34 33 25'-6" 36 36 36 36 36 8' 6'-4- 25 27 29 30 24 12'~ 30 31 33 35 30 18'-7" 34 34 37 38 34 8' 11 14'.q' 31 31 31 31 31 17'-0" 33 33 33 33 33 24'-0" 37 37 37 37 37 11 6'.q' 27 28 31 32 24 11'-11" 30 30 32 34 30 17'-6' 34 34 36 37 34 11 10' 13'-4" 32 32 32 32 32 16'-2" 35 35 35 35 35 22'-11' 36 38 38 38 38 10' 5'-lj" 27 28 31 32 24 11'-4" 31 31 32 34 31 16'-7" 36 36 36 37 36 10' 11' 12'-lj" 32 32 32 32 32 15'-5" 35 35 35 35 35 21'-6" 38 38 38 38 38 11' 5'-5" 28 30 32 34 25 10'-/i1' 31 31 32 34 31 15'-10" 35 35 35 36 35 11' 12' 12'-2" 33 33 33 33 33 14'-/i1' 35 35 35 35 35 20'-7" 39 39 39 39 39 12' 5'-3" 28 30 32 34 26 10'-4" 32 32 32 34 32 15'-2" 36 36 36 36 36 12' 13' 11'-ll" 33 33 33 33 33 14'-2" 36 36 36 36 36 111-10" 39 39 39 39 39 13' 5'-1" 29 31 33 35 27 11-11" 32 32 33 35 32 14'-6' 37 37 37 37 37 13' 14' 11'-3" 34 34 34 34 34 13'-lj" 36 36 36 36 36 111-1" 40 40 40 40 40 14' 4'-11" 29 31 33 35 26 11-7" 33 33 33 35 33 14'..()"' 37 37 37 37 37 14' 90 MPH EXPOSURE C 15' 4'-/i1' 30 32 35 36 26 11-3" 33 33 33 36 33 13'-6' 37 37 37 37 37 15' 30 4' 21'-1" 33 35 37 39 28 24'-11" 34 36 39 41 29 31'-3" 36 38 41 43 32 70 & 90 MPH EXPOSURE B 5' 18'-10" 32 34 37 38 29 22'-4" 33 35 38 40 31 28'.()" 35 37 40 42 33 30 4' 8'-2" 23 25 27 2B 20 22'-0" 28 30 33 34 27 30'-4" 31 33 36 38 31 4' 6' 17'-2" 31 33 36 37 30 20'-4" 33 35 37 39 32 25-6' 34 36 39 41 34 5' 7'-4" 22 23 25 27 21 20'-5" 29 30 33 34 29 28'-2" 32 33 35 37 32 5' 7' 15'-11" 30 32 35 36 30 18'-10" 32 34 37 38 32 23'-lj" 35 35 38 40 35, 6' 6'-lj" 22 23 25 27 21 111-3" 30 30 32 33 30 26'-6' 33 33 35 37 33 6' 8' 14'-10" 31 32 35 36 31 17'-lj" 33 33 36 37 33 22'-1" 36 36 38 40 36 7' 6'-2" 22 23 25 27 22 17'-10" 31 31 31 33 31 25'-2- 35 35 35 36 35 7' 11 14'.q' 32 32 33 35 32 16'-7" 34 34 36 37 34 20'-10" 36 36 37 39 36 8' 5'-/i1' 22 23 25 27 22 16'-ll" 32 32 32 33 32 24'-1" 36 36 36 36 36 8' 10' 13'-4" 33 33 33 35 33 15'-/i1' 34 34 35 36 34 19'-9" 37 37 37 38 37 11 5'-5" 23 25 27 28 23 15'-/i1' 32 32 32 32 32 23'-1" 37 37 37 37 37 11 11' 12'-lj- 33 33 33 35 33 15'.q' 35 35 35 36 35 18'-10" 37 37 37 38 37 10' 5'-2" 24 25 27 28 24 14'-11" 33 33 33 33 33 21'-10" 37 37 37 37 37 10' 12' 12'-2- 34 34 34 35 34 14'-5" 36 36 36 36 36 18'-1" 38 38 38 38 38 11' 4'-11" 24 26 28 29 23 14'-3" 34 34 34 34 34 20'-10" 38 38 38 38 38 11' 13' 11'-lj- 34 34 34 35 34 13'-10" 36 36 36 36 36 17'-4" 39 39 39 39 39 12' 4'-/i1' 24 26 28 29 24 13'-7" 34 34 34 34 34 20'-0" 38 38 38 38 38 12' 14' 11'-3" 35 35 35 35 35 13'-4" 36 36 36 36 36 16'-lj" 39 39 39 39 39 13' 4'-6" 25 27 29 31 25 13'-1" 35 35 35 35 35 111-2" 39 39 39 39 39 13' 70 & 90 MPH EXPOSURE B / 70 MPH EXPOSURE C 14' 4'-4" 25 27 29 31 25 12'-7" 35 35 35 35 35 18'-6' 40 40 40 40 40 14' 40 4' 18'-4" 28 30 32 34 26 22'~ 29 31 34 35 28 3(1-7" 32 34 36 38 31 70 MPH EXPOSURE C 5' 16'-4" 27 29 31 33 27 111-10" 2B 30 32 34 28 27'-4" 32 32 35 37 32 30 4' 8'-2" 23 25 27 2B 17 22'-0" 29 31 33 35 23 30'-4" 32 34 36 38 26 4' 6' 14'-11" 27 28 30 32 27 18'-2" 30 30 32 34 30 24'-11" 33 33 34 36 33 5' 7'-4" 22 24 26 27 18 20'-5" 29 31 33 35 25 28'-2" 31 33 36 37 28 5' 7' 13'-10" 28 28 29 31 28 16'-/i1' 30 30 31 33 30 23'.1" 34 34 34 35 34 6' 6'-ll" 22 24 26 27 18 111-0" 28 30 32 34 28 26'-6" 30 32 35 37 29 6' 8' 12'-11" 29 29 29 31 29 15'-8" 31 31 31 32 31 21'.7" 34 34 34 35 34 7' 6'-2" 22 24 26 27 19 17'-7" 27 29 31 33 28 25-2" 30 32 34 36 30 7' 11 12'-2" 30 30 30 31 30 14'-10" 31 31 31 32 31 20'4" 35 35 35 35 35 8' 5'-9" 22 24 26 27 19 16'-5" 27 29 31 33 27 24'-1" 31 32 34 36 31 8' 10' 11'-7" 30 30 30 30 30 14'.q' 33 33 33 33 33 111-4" 36 36 36 36 36 11 5'-5" 23 25 27 28 20 15'-6' 27 28 30 32 27 22'-/i1' 31 31 34 35 31 11 11' 11'.()" 30 30 30 30 30 13'-5" 33 33 33 33 33 18'-9" 36 36 36 36 36 10' 5'-2" 23 25 27 2B 21 14'-/i1' 27 28 30 32 27 21'-7" 32 32 34 35 32 10' 12' 10'-7" 31 31 31 31 31 12'-10" 33 33 33 33 33 17'-11" 37 37 37 37 37 11' 4'-11" 25 26 28 30 20 14'.q' 28 28 29 31 28 20'-7" 33 33 33 35 33 11' 90 MPH EXPOSURE C 12' 4'-9" 25 26 28 30 21 13'-5" 28 28 29 31 28 111-ll" 33 33 33 34 33 12' 40 4' 18'-4" 32 34 37 38 27 22'-3" 33 35 38 40 28 30'-7" 36 38 41 43 31 13' 4'-6" 26 27 29 31 21 12'-11" 28 28 29 31 28 18'-11" 34 34 34 34 34 13' 5' 16'-4" 31 33 36 37 28 111-10" 32 34 37 38 29 27'-4" 35 37 40 42 33 14' 4'-4" 26 27 29 31 22 12'-5" 29 29 29 31 29 18'-3" 35 35 35 35 35 14' 6' 14'-11" 30 32 35 36 28 18'-2" 32 34 37 38 30 24'-11" 34 36 39 41 33 90 MPH EXPOSURE C 7' 13'-10" 29 31 33 35 29 16'-/i1' 31 33 36 37 31 23'-1" 35 35 38 40 35 30 4' 8'-2" 27 28 31 32 21 17'-11" 31 33 36 37 26 26'-3" 35 37 40 42 30 4' 8' 12'-11" 30 31 33 35 30 15'-ll" 32 32 35 36 32 21'-7" 35 35 37 39 35 ~ 7'-4" 25 27 29 30 21 16'.q' 30 32 35 36 27 23'-6' 33 35 38 40 31 5' 11 12'-2" 31 31 33 35 31 14'-10" 32 32 35 36 32 20'-4" 36 36 'S1 39 36 6' 6'-ll" 25 27 29 30 22 14'-7" 30 32 35 36 28 21'-5" 33 35 37 39 32 6' 10' 11'-7" 31 31 32 34 31 14'.q' 33 33 33 35 33 19'-4" 37 37 37 38 37 7' 6'-2" 25 27 29 30 23 13'-6' 29 31 33 35 29 111.10" 33 34 37 38 33 7' 11' 11'.()" 31 31 32 34 31 13'-5" 34 34 34 35 34 18'-/i1' 38 38 38 38 38 8' ~-/i1' 25 27 29 30 23 12'-8" 30 31 33 35 30 18'-7" 34 34 37 38 34 8' 12' 10'-7" 32 32 32 34 32 12'-10" 34 34 34 35 34 17'-11" 38 38 38 38 38 11 5'-5" 27 28 31 32 24 11'-11" 30 30 32 34 30 17'-6' 34 34 36 37 34 11 60 4' 15'.q' 30 32 35 36 25 18'~ 32 34 'S1 38 27 2S-7" 34 36 39 41 30 10' 5'-2" 27 28 31 32 24 11'-4" 31 31 32 34 31 16'-7" 35 35 36 37 35 10' 5' 13'-S" 29 31 33 35 26 16'~ 31 33 36 37 28 22'-10" 33 35 38 40 31 11' 4'-11" 28 30 32 34 24 10'-9" 31 31 32 34 31 15'-10" 35 35 35 36 35 11' 6' 12'~ 29 31 33 35 27 14'.10" 30 32 35 36 29 20'-10" 33 35 37 39 32 12' 4'-/i1' 28 30 32 34 24 10'-4" 32 32 32 34 32 15'-2" 36 36 36 36 36 12' 7' 11'-4" 28 30 32 34 28 13'-/i1' 30 31 33 35 30 111-4" 33 34 37 3B 33 13' 4'-8" 29 31 33 35 25 11-11" 32 32 32 32 32 14'-8" 37 37 37 37 37 13' 8' 10'-7" 28 30 32 34 28 12'-10" 31 31 33 35 31 18'-1" 34 34 37 38 34 14' 4'-4" 29 31 33 35 26 11.7" 33 33 33 33 33 14'.q' 37 37 37 37 37 14' 11 10'.()" 29 29 31 32 29 12'-2" 33 33 33 35 33 17'.q' 34 34 36 37 34 40 4' 7'-2" 25 27 29 30 20 17'.11" 31 33 36 37 26 26'~ 35 37 40 42 30 4' 10' 11-6" 30 30 31 32 30 11'-5" 33 33 33 34 33 16'-2" 35 35 36 37 35 5' 8'-4" 25 27 29 30 20 16'.q' 30 32 35 36 27 23'-8" 33 35 38 40 31 5' .. TABLE 3.1 6' 5'-10" 23 25 27 2B 21 14'-7" 30 32 35 36 28 21'-5" 33 35 37 39 32 6' 7' ~-5" 25 27 29 30 22 13'-8" 29 31 33 35 29 111-10" 32 34 37 38 33 7' 8' 5'.q' 25 27 29 30 23 12'-8" 30 31 33 35 30 18'-7" 34 34 37 38 34 8' 11 4'-/i1' 27 28 31 32 22 11'-11" 30 30 32 34 30 17'-8" 34 34 36 37 34 11 10' 4'-8" 27 28 31 32 23 11'-4" 31 31 32 34 31 16'.7" 35 35 36 37 35 10' TABLE 3.2 MAXIMUM COLUMN HBGHT COL COLUMN DESCRIPTlON SINGLE FREEST FOR ALL COLUMNS SEE SPAN ORMULT1SPAN DETAIL -x:' and -U- ATTCHED ATTACHED E 3- CLOVERLEAF STEEL COL. 12'..0- 8'.T F 3-SQUARESTEELCOLUMN 18'..0- 11'-0- G 4- SQUARE STEEL COLUMN 18'..0- 15'-0- H 5"SQUARESTEELCOlUMN 18'..0- 18'-0" J 6- SQUARE S1E8.. COLUMN 18'..0- 18'..0- TABLE 3.3 ~Amerimax [!IY Bun.n1NG PIlOIlUCl'll, INC. 1140 ALL PRO DRIVE ELKHART, IN 46514 ICBO ES EVALUAnON REPORT ER-2621P HEADER SPANS, COLUIoIN SPACING, roOTER SIZE AND COlUl.lN TYPE rOR FREeSTANDING AND ATTACHeD COIolMERClA.l STRUCTURES SHEET 5 OF' 8 DATE: 2 8 2000 ) I LIVE 1RJB O.038"x3. x S"BOX BEAM 0.042" x 3"x 8" eox BEAM DOUBlE O.032"x 2" xff' LOAD WiDTH MAX CONS. FOOllNG SIZE MAX CONS. FOO11NG SIZE MAX CONS. FOO11NG SIZE COLUMN FREE ATTACHED COLUMN FREE ATTACHED COLUMN FREE ATTACHED SPACING F1R F1R MIN SPACING F1R F1R MIN. SPACING F1R F1R M1N, ... .01' COLUMN "01' '.. COlUMN "01' ... COLUMN ~I= = ON! ON! TYPE = oM I1Nl TYPE = ON! I1Nl lYPE 90 MPH WINOSPEED 12'ORLI!SS 10 4' 11'-2" 26 17 A 17-4" 29 20 A 15'''' 28 19 A 5' 8'-11. 25 la A 14'-3' 28 21 A 14'-1' 28 21 A 6' 7-5" 23 17 A 11'-11' 26 20 A 12'-11' 27 21 A 7 8'.... 23 18 A 10'-2" 28 21 A 12'.1' 27 22 A 8' 5'.7" 23 17 A 8'-11" 25 21 A 11'-4" 26 22 A. .. 4'.11" 25 IS A 7-11' 25 20 A 10'-8' 26 23 A' 10' 4'-5" 25 19 A 7-2" 25 21 A 10'.2" 26 24 A' 20 4' 5'-8. 22 14 A "-2" 25 16 A 11'.... 26 17 A" 5' 4'.7" 22 15 A 7-2" 23 16 A 10'..3" 26 19 A' 6' 6'-1' 23 16 A ...... 25 19 C 7 5'-3" 23 17 A 8'-8" 25 20 C 8' 4'-7" 23 17 A 8'-1. 25 21 C .. 7-8' 23 20 C 10' 7-3. 22 21 C 25 4' 7-2" 23 15 A 10'-4" 26 17 A' 5' 5'-11' 22 15 A "-2. 25 18 C 6' 4'-11' 22 16 A 6'-5. 25 19 C 7 7... 23 18 C 8' 7-3. 23 19 C .. 6'.10" 23 20 C 10' 6'-5" 23 21 C 30 4' 6"-2" 23 15 A ..-5' 25 16 C 5' 4'-11' 22 15 A 6'-5" 25 la c 6' 7-8' 23 17 C 7 7-1' 23 la c 8' 6'-8. 23 19 C 40 4' 4'-8' 22 14 A 8'-2. 25 16 C 5' 7.... 23 16 C 6' 6'-2' 23 17 C 60 4' 3'-1' 22 14 A 6'-2. 23 15 C 5' 5'-7" 22 15 C TABLE 4.2 4.0 FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES LIVE 1RJB MAXlMUN COLUMN SPACING 3"x8'" STEB. C BEAM LIVE lRlB MAXlMUN COlUMN SPACING S"J4S' STEEL C BEAM LOAD WiDTH FOR ATTACHED LATTICE ON SlAB MAX. CONS. FOOTING SIZE LOAD WIOTH MAX CONS. FOOTING SIZE HEADER MUST BE ABLE ro SPAN COLUMN FREE ATTACHED HEADER MUST BE ABLE TO SPAN COLUMN FREE ATTACHED USING COLUMN 'A' AlL OIHER SPACING F1R F1R MIN USING COLUMN 'A' AlL SPA""'" F1R F1R MINIMUM MAX. lENGTH OF: COLUMN COUJMNS : ~ COl~N MAX. LENGTH OF COLUMN OTl<ERS .... ~ ~MN ~ = la.... la.... w.... ON SLAB = """,,1= la.... la.... w.... ON SLAB = n;" 70 MPH 10'ORLESS 90 MPH 12'ORLI!SS 10 4' 21'-1' 22'.0- 25-7" 215'-3" 10 17 5'.0- 5'-2" 15'.0- 15'-2" 12'-3" 29 29 C 5' 115'-10" 17-7" 20'-5" 21...0- 18' 4'-&" 4',,11" 5'-&" 5'-10" 11'-11' 29 29 C 6' 14'-1' 14'-8' 17.0- 17-&" 1.. 4'-&" 5'-5" 5'-5" 11'-7" 30 30 C 7 12'-1' 12'-7" 14'-7" 15'.0- 28'-4" 27 22 C 20' 4'-5' 5'-1. 5'-3' 11'-3" 30 30 C 8' 10'-7" 11'.0- 12'''' 13"-1" 25-3" 26 22 C 21' 4'-10" 5'.0- 11'.0- 31 31 C .. ...... ..... 11..... 11'-8" 24'-3' 26 23 C 22' 4'-8" 4'''' 10'''' 30 30 C 10' 8'-5" 8'-10. 10'-3' 10'..... 23".0- 26 23 C 20 4' 11'-1' 11'-5" 13"-5" 13'... 11' 7-&" a'.o- 9..... "-5" 21'-11' 25 23 C 5' 8',,10- "-3' 10'''' 11'.0- 12' 7.0- 7.... 8'-5" 8'''' 21'..Q" 25 24 C 15' 7.... 7-8' 8'-11' ...2. 13' 15'-5" 15'''' 7.10" 8'-1' 20'-2' 25 25 C 7 15'.... 15'-7" 7-8. 7.10" 1...1' 30 25 C 14' 15'.0- 15'.... 7.... 7..... 1S'..s" 25 25 C 8' 5'-5" 5'-go 6'-8. 6'.10" 1T..10" 29 25 C 15' 5'.7" 5"-10" 15'-10" 7.0- 18.... 25 25 C .. 4'-11" 5'-2" 5'-11" 15'-1' 16'-10" 29 26 D 18' 5'-3" 5'-5" 6'-5" 6'-7" 18'.2. 26 26 C 10' 4'-7" 5'.... 5'-5" 15'-11" 28 26 D 17 5'.0- 5'-2" 6'-0" 6'-2" 17.7" 25 25 C 11' 4'-10. 5'.0- 15'-3. 28 27 D 18' 4'-8" 4'.11' 5'-&" S'-1C)" 17-1. 26 26 C 12' 4'-5" 4'-7" 14',,1" 28 28 D 1.. 4'-8" 5'-5" 5'-5" 16'-8. 26 28 C 13' 14'-0" 28 28 D 20' 5'-1' 5'-3" 115'-3. 27 27 C 14' 13"-5" 28 28 D 21' 4'.10" 5'-0" 15'.10" 26 26 C 15' 13"-0" 29 29 D 22' 4'-&" 4'", 15'-6' 27 27 C 16' 12'.7" 30 30 D 90 MPH 10' OR LESS 17 12'-3' 30 30 E 10 4' 21'-1' 22'-0. 25'-7" 215'-3' 18' 11'-11. 30 29 E 5' 1&".11)" 1T..r 20'-5" 21".0- 1.. 11'-7" 30 30 E 6' 14'-1' 14'-8' 17.0- 17-5" 20' 11'-3' 30 30 E 7 12'-1" 12'-T 14'-7" 15'-0" 22'.2. 29 24 C 21' 11'-0" 30 30 E 8' 10'-7" 11'-0' 12.... 13"-1. 20'-9" 28 24 C 22' 10'-9' 30 30 E .. ...... 9.... 11..... 11'-8. 19'.7" 28 25 C 25 4' 8'.11" ...... 10'.10. 11'.1" 10' a'-5" a'.10' 10'-3" 10'..... 18'-&" 28 26 C 5' T-2" 7-5' 8'-&" 8'.11' 11' 7-8" 8'-0" 9'.... "-5" 17-8' 27 25 C 6' 5'.11' 6'.3' 7.3" 7-5. 12' 7-0" 7.... 8'-5" 6'''' 15'-11' 27 26 C 7 5'-1' 5'.... 5'.2' 5'.... 19'-1- 30 25 C 13' 5'-5" 5'''' 7-10" 8'-1' 15'.3' 27 27 C 8' 4'-5" 4'..s- 5'-5" 5'.7" 17-10' 29 25 C 14' 5'-0" 5'.... 7.... 7-5" 15'-8- 27 27 C .. 4'.10" 4'-11' 16".10. 29 26 D 15' 5'-7" 5'.10. 5'.10" 7.0- 15'.2' 27 27 C 10' 15'-11' 28 26 D 15' 5'-3" 5'-5" 5'-5" 5'-7" 14'-8- 28 28 C 11' 15'--3- 28 27 D 17 5'-0" 5'-2" 5'.0- 5'-2' 14'-3' 28 28 C 12' 14'-7" 28 28 D 18' 4'-&" 4'.11- S'-&" 5'-10" 13'.10- 28 28 C 13" 14'..0- 28 28 D 1.. 4'-&" 5'-5" 5'-5" 13'.5' 28 28 C 14' 13'-5" 28 28 0 20' 5'-1- 5'-3" 13"-1' 29 29 C 15' 13'-0- 29 29 D 21' 4'.10" 5'-0" 12'.go 29 29 C 15' 12'-7" 30 30 D 22' 4'-&" 4.... 12'&" 29 29 C 17 12'-3' 30 30 E 70 MPH 12' OR LESS 18' 11'-11' 30 29 E 10 4' 21'-1" 22'-0. 25'-7" 25'-3" ~~~~ 4' 7-5" 7.10" 9'.1. ...... 5' 16'.10" 17.7" 20'-5" 21".0- 5' 5'.0- 5'-3' 7-3" 7-5" 5' 14'.1- 14'"a" 17-0" 17..... 6' 5'.0- 5'-3" 6'-1" 6'-2" 7 12'-1' 12'.7" 14'-7" 15'.0- 23'.7" 27 23 C 7 4'-5" 5'.2" 5'.... 18'-3- 30 25 D 8' 10'-7" 11'-0. 12'''' 13'-1. 22'-1' 27 24 C 8' 4'..... 4'-8' 17-6' 29 25 0 .. ...... ..... 11'.... 11'-8. 20'-10' 27 24 C 9' 15'-10" 29 26 E 10' 8'-5" 8'-10. 10'-3" 10'-5" l"-go 26 24 C 10' 15'-3" 29 27 E 11' 7-8" a'.o- ...... "-5" 18'.10. 26 25 C 11' 15'-8' 28 27 E 12' 7.0- 7.... 8'-5" 8'''' 18'.0- 25 25 C '- ~i.a~ 28 28 E 13" 6'-5" 6'... 7.10" 8'-1' 17.... 26 26 C 13' 14':"0" 29 29 E 14' 5'.0- 15'.... 7.... 7-5" 18'-8' 26 26 C 14' 14'-5" 29 29 E 15' 5'.7" 5'-UT' 6'-10" 7.0- 15'.1' 27 27 C 15' 14'-2' 30 30 E 115' 5'-3" 5'-5" 5'-5" 5'-7" 15'.7" 27 27 C 15' 13"-10" 30 30 E 17 5'.0- 5'-2" 6'.0- 8'-2" 15'.1' 27 27 C 40 4' 5'-8' 5'-11. 6'-10' 7-0' 18' 4'-&" 4'-11' 5'-&" 5'-10" 14'-8' 28 2S C 5' 4'-5" 4'''' 5'-5" 5'-&" 1.. 4'-8" 5'-5" 5'-5" 14'.... 28 28 C 5' 4'.7" 4'-8" 20' 5'-1' 5'-3" 13".11' 27 27 C 7 15'-7" 29 24 E 21' 4'-10" 5'-0" 13'.7" 2S 28 C 8' 15'-10" 28 24 E 22' 4'-&" 4'", 13"-3' 28 2S C .. 15'-3' 28 25 E 90 MPH 12'OR S 10' 14'... 26 26 E 10 4' 21'.1. 22'.0- 25.7" 25'-3. 11' 14'-3- 2a 27 E 5' 115'-10" 17-7" 20'-5. 21".0- 12' 13"-10" 27 27 E 5' 14'-1' 14'-8" 17.0- 17-5" 13" 13"-5" 2a 28 E 7 12'-1' 12'-7" 14'.7" 15'.0- 19'.1' 30 25 C 14' 13"-2' 28 28 E 8' 10'-7" 11'.0- 12'... 13"-1' 17-10" 29 25 C 80 4' 3'-10" 4'.0- 4'-7" 4'", .. ...... r... 11'-4" 11'-8" 16'-10" 29 26 C 5' 10' 8'-5" 8'-10" 10'-3" 10'-5" 15'.11' 28 26 C 6' 11' 7-&" 8'.0- r.... "-5" 15'-3. 2S 27 C T 14'-8" 2a 23 E 12' 7-0" 7-4" 8'-8" 8'''' 14'-7" 2S 28 C 8' 13"-10" 27 23 E 13' 8'-8" tt... 7-10" 8'-1' 14'.0- 2a 26 c .. 13".... 27 24 E 14' 15'-0" tt.... 7.... 7-5" 13"-5" 28 26 C 10' 12'-10" 27 25 E 15' 5'-7" 5'-10" tt-10" 7-0" 13".0- 29 29 g 11' 12'-5" ~~ 2& E 18' 5'-3" 5'-8" 15'-5" 6'-7" 12'-7" 29 29 12' 12'-1' 26 E CLEARSPANSFOR3X8~R LIVE PANEL 24" O.C. LOAD "l" 7Ot9D OVER MPH HANG 10 0,036 23'-4" 11'-8' 0,042 27-2" 13'-7" 20 0.036 14'-6" 8-6" 0.042 19".10" g.11- 25 0.038 11'-&" 7-7" 0.042 1T-9" 8'-10" ':'~' 0.036 gag' 6'.11" 01(M2~ ~1S:+m.'~ i~a~1~i~'" 40 0,036 7.... 5'-0. 0,042 11.... 7.0- 60 0,036 4'-11' 4'-11' 0.042 7-10" 5'", TABU! 4.3 FOR 10 PSF DOUBLE RAFTERS MAY BE USED 48" O.C. UVE LOAD S 10 20 25 30 40 80 COLUMN SCHEDULE MAX COL FOR ATTACHED LATTICE COLUMN PAllO STRUCTURES HGHT A 0.024"x3" SQUARE ALUM COLUMN 11'-8" 6 O.032"x11/Z'SQUAREALUM SCRou. COLUMN w.... B O.027"x s" SQUARE ALUM COLUMN 11....,.. C O.04O"x 3"ctOVERLEAFCOLUMN 12'-0" 0 FLUTED COlUMN ALUM. 0.062" 12'-0" ';'''E.'", ;'3" CLOVERLEAFSTEEL O.~'"'" lZ.... _ F 3" SQUARE STEEL COLUMN lZ.... G 4" SQUARE STEEL COLUMN 12'.... H 5" SQUARE STEEL COLUMN lZ.... J ff' SQUARE STEEL COLUMN lZ.... CLEARSPANS FOR 2X 6 RAFTER PANEL 24" O.C. "f' 7(V9l) OVER MPH HANG 0,024 13'-7" 6'''' 0,032 18'-1' 9'-0" 0.024 9'-10" 4'.11" 0.032 13"-2" 5'-7" 0.024 tt-10" 4'-5" 0,032 11'... 5'.10" 0,024 7-8' 3'-10" 0.032 10'-9" 5'-4- 0,024 5'-10" 2'.11' 0.032 9'-4" 4'..s- 0.024 NtA NtA 0,032 7-8' 3'-10" TABLE 4,5 A' = 8' MAXIMUM COLlMI Ll!NGTH A"= 10' MAXNlN COLUMN LENGTH COLUMN SCHEDULE FOR FREESTANDING STRUCTURES AND INTERMED1AlE COlUMNS FOR MULllSPAN STRucnJRES COLUMN NOlES E Ir~T'MAX.COLUMNlENG11-1 F 11" MAX. COUJMN LENGTH G 12' MAX. COlUMN LENGTH H 12' MAX. COlUMN LENGTH TABU! 4.6 ALL COlUMNS MAY BE REPLACED WITH A STRONGER COLUMN 'A'MAYBEREPlACEDW/Ehl '8' MAY BE REPLACED WI c.J, ETC. LINEAR INTERPOLATION FOR AlL CALCULAllONS IS ALlaNED ~Am.erhnaY ~ Bun.DlNGPROIIUCI8.INC. 11 40 ALL PRO DRIVE ELKHART, IN 46514 ICBO ES EVALUATION REPORT ER-2621P HEADER SPANS, COLUMN SPACING, FOOTER SIZE ANI) COLUMN TYPE fOR FREESTANDING AND ATIACHEO u.mCE pA.no STRUCTURES SHEET 6 OF" 8 DATE: 2 8 2000 /z 5.0 FREESTANDING AND ATTACHED LATTICE COMMERCIAL STRUCTURES LIVE lRIB 8w C BEAM HEADER LIVE TRIB 8" CBBAMHEADBR lOAD WIDTH MAX. CONSTRAINED FOOTER StZES LOAD WIDTH MAX. CONSTRAINED FOOTER SIZES COlUMN FREESTANDING AlTACHED COlUMN FREESTANDING AlTACHED SPACING FOOTER "d" FTR MIN SPACING FOOTER "(/' FIR MIN COlUMN HBGHTS ~d~ COL COlUMN HEIGHTS "d" COl IPSA IFn IFn 87" 11' 15' 1R' nN\ TVP<' /P= => => 87" 11' 15' 18' n.. TYPE 70 MPH EXPOSURE B 90 MPH EXPOSURE C 20 4' 31'-6" 27 29 32 33 21 0 25 4' 25'-10" 34 36 39 41 23 0 5' 2J1-e' 27 29 31 33 22 0 5' 23'-1" 33 35 38 40 24 0 6' 27'-6" 27 28 31 32 23 0 6' 21'-1" 33 35 37 39 25 0 7' 26'-4" 27 28 31 32 24 E 7' 19'-e' 32 34 37 38 26 0 8' 25'-3" 26 2B 30 31 25 E B' lB'-3" 32 34 37 38 27 E fT 24'-3" 26 28 30 31 26 E fT 17'-2" 31 33 36 37 27 E 10' 23'-5" 26 27 29 31 26 E 10' 16'-4" 31 33 36 37 28 E 70 MPH EXPOSURE C 70 & 90 MPH EXPOSURE B J 70 MPH EXPOSURE C 20 4' 31'-6" 32 34 36 38 21 0 30 4' 27'-6" 30 32 35 37 23 0 5' 2J1-e' 31 33 36 37 22 0 5' 25'-6" 30 32 34 36 25 E 6' 27'-6" 30 32 35 37 23 0 6' 24'-3" 30 32 34 36 25 E 7' 25'-8" 30 32 34 36 24 E 7' 23'-0" 29 31 34 35 27 E 8' 24'-0" 29 31 34 35 24 E 8' 22'-0" 29 31 33 35 27 E fT 22'-8" 29 31 34 35 25 E fT 21'-2" 29 31 33 35 28 E 10' 21'-e' 29 31 33 35 25 E 10' 20'-5" 29 31 33 35 29 E 90 MPH EXPOSURE B 90 MPH EXPOSURE C 20 4' 31'-6" 31 33 36 38 24 0 30 4' 25'-10" 34 36 39 41 23 0 5' 2fT-e' 31 33 35 37 26 0 5' 23'-1" 33 35 38 40 24 E 6' 27'-6" 30 32 35 36 27 0 6' 21'-1" 33 35 38 40 25 E 7' 26'-1" 30 32 35 36 28 E 7' lfT-6" 32 34 37 38 26 E 8' 24'-4" 30 32 34 36 29 E 8' 18'-3" 32 34 37 38 27 E 9' 23'-0" 29 31 33 35 29 E 9' 17'-2" 31 33 36 37 27 E 10' 21'-6" 29 30 33 34 29 E 10' 16'-4" 31 33 36 37 28 E 90 MPH EXPOSURE C 70 & 90 MPH EXPOSURE B 170 MPH EXPOSURE C 20 4' 25'-10" 34 36 39 41 23 D 40 4' 25'-3" 30 32 34 36 23 E 5' 23'-1" 33 35 38 40 24 0 5' 23'.5" 29 31 34 35 24 E 6' 21'-1" 33 35 37 39 25 0 6' 22'-0" 29 31 33 35 25 E 7' lfT-e' 32 34 37 38 26 0 7' 20'-11" 29 31 33 35 26 E 8' lB'-3" 32 34 37 38 27 0 8' 20'-0" 28 30 32 34 26 E fT 17'-2" 31 33 36 37 27 D fT lfT-2" 28 30 32 34 27 E 10' 16'-4" 31 33 36 37 28 D 10' 18'-2" 28 30 32 34 28 E 70 & 90 MPH EXPOSURE B 90 MPH EXPOSURE C 25 4' 2fT-e' 31 33 35 37 24 D 40 4' 25'-3" 34 36 39 41 23 E 5' 27'-4" 30 32 35 36 25 D 5' 23'-1" 33 35 38 40 24 E 6' 25'-6" 30 32 34 36 26 E 6' 21'-1" 33 35 37 39 25 E 7' 24'-e' 30 32 34 36 27 E 7' 19'-e' 32 34 37 38 26 E B' 23'-5" 29 31 33 35 28 E 8' 18'-3" 32 34 37 38 27 E fT 22'-e' 29 31 33 35 29 E 9' 17'-2" 31 33 36 37 27 E 10' 21'-6" 29 30 33 34 29 E 10' 16'-4" 31 33 36 37 28 E 70 MPH EXPOSURE C 70 & 90 MPH EXPOSURE BAND C 25 4' 2fT-e' 31 33 36 37 21 0 60 4' 22'-0" 33 35 37 39 22 E 5' 27'-4" 30 32 35 37 22 0 5' 20'-5" 33 35 37 39 24 E 6' 25'-6" 30 32 34 36 22 E 6' lfT-3" 32 34 37 38 24 E 7' 24'-e' 30 32 34 36 23 E 7' 17'-10" 31 33 36 37 25 E B' 23'-5" 29 31 34 35 24 E 8' 16'-9" 31 33 36 37 26 E fT 22'-e' 29 31 34 35 25 E fT 15'-6" 30 32 35 36 26 E 10' 21'-e' 29 31 34 35 25 E 10' 14'-11" 30 32 35 36 26 E MAXIMUM COLUMN HEIGHT COL COLUMN DESCR1PTlON SINGLE FREESTANDING FOR ALl COLUMNS SEE SPAN OR MUlllSPAN DETAILS ~K". "U" AND 'W' ATTACHED ATTACHED 0 FlllTED COLUMN ALUM. 0.062 12'..0" NlA E 3" CLOVERLEAF STEEl 0.048" 12'..{)" ..,.' F 3" SQUARE STEEl COlUMN 18'-0" 11'-()" G 4" SQUARE STEEL COlUMN 18'..0" 15'-0" H 5" SQUARE STEEL COLUMN 18'..0" ,...,. J 6" SQUARE STEEL COLUMN 18....()" 18'.()" '''''L~',: 24" O.C, 2">6' RAFTER CLEARSPANS MAX ROOF HEIGHT lB' LIVE PANEL EXPOSURES MAX lOAD .,. BANOC OVER IPSA nN\ 70&90 MPH HANG 20 0.024 9'-10" 4'-11. 0,032 13'-2" 6'-7" 25 0,024 8'.10" 4'-5" 0,032 11'-6" 5'.10" 30 0.024 7'-6" 3'-10" 0,032 10'-9" 5'4" 40 0,024 5'-10" 2'.11" 0,032 fT-4" 4'-8" 60 0,024 NJA 1'-11" 0,032 7'-8" 3'-10" TABLE 5.3 24" O,C, 3''x8'' RAFTER ClEARSPANS MAX ROOF HEIGHT 18' LIVE PANEL EXPOSURES MAX ~~:~ 'f' BANOC OVER (IN' 70&90MPH HANG 20 0,036 14'-6" 8'-6" 0,042 lfT-1O" fT-ll" 25 0,036 11'-6" 7'-7" 0,042 17'-6" 8'.10" 30 0,036 fT-6" 6'-11" 0.042 15'.7" 8'-1" 40 0,036 7'-4" 6'-0" 0,042 11'-9" 7'-0" 60 0.036 4'-11" 4'-11" 0,042 7'-10" 5'-9" TABLE 54 EQUIVAlENT FOOTERS "d" ON' CON, NONCON- STRAINED STRAINED 18 18 19 20 20 22 21 23 22 24 23 26 24 27 25 29 26 31 27 33 28 35 29 36 TABLE 5,5 I 30 38 31 39 32 40 33 41 34 43 35 44 35 46 37 47 38 46 GENERAl METHOD FOR USING lHESE TABLES 1 CHOOSE FREESTANDING OR ATTACHED, COMMERCIAL OR PATIO LAmCE STRUCTURE. 2 DETERMINE PROJECTION, WIDlH, OVERHANG, WIND LOAD AND LIVE LOAD. 3 FINO TRIBUTARY WlDlH FROM TABLE 5_6 AND DRAWING 97SC02. 4 CHOOSE A RAFTER FROMTABLES 4.3, 4.5, 5.3 OR 5.4 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5 CHOOSE A HEADER FROM TABLES 4.1,4.2 OR 5.21HAT HAS ADEQUATE COLUMN SPACING. 6 USE lHE FOOTER SIZE SHOWN. 7 USE lHE COLUMN SHOWN FOR SINGLE SPAN ATTACHED PATIO. LOOK AT THE TABLES PROVIDED FOR AlL OlHERS. 8 AND THE APPROPRIATE DErAILS IN lHE ~CONNECTlON DETAILS" SHEETS. FOR CONCRETE PATIO SLABS FOLLOW 1-4 ABOVE 5 AND lHE MAXIMUM COlUMN SPACING ON SLAB FROM lHE DESIRED COLUMN HEIGHT 6 CHOOSE A HEADER FROM TABlE 4.1 OR 4.2lHAT CAN SPAN lHAT DISTANCE FOR THAT TRlB WIDTH AND LIVE AND lJ\/IND LOAD 7 FINO lHE APPROPRIATE DETAILS IN lHE ~CONNECllON DETAILS" SHEETS. TRIBUTARY WlOTHS (F1) FOR SINGLE SPAN ATTACHED STRUCTURES FOR A GIVEN PROJECTION AND OVERHANG lROUNDED UP\ PROJ. RAFTER OVERHANG (FT) ~' (FT) ('f ,I?' l' 1 11?' '?' ? II?' 6' 3' 4' 4' 4' 4' 5' 5' 7' 4' 4' 4' 5' 5' 5' 5' B' 4' 5' 5' 5' 5' 6' 6' fT 5' 5' 5' 6' 6' 6' 6' 10' 5' 6' 6' 6' 6' 7' 7' 11' 6' 6' 6' 7' 7' 7' 7' 12' 6' 7' 7' 7' 7' B' 8' 13' 7' 7' 7' 8' 8' 8' 8' 14' 7' B' 8' 8' 8' fT 9' 15' 8' 8' 8' 9' 9' 9' 9' 16' 8' fT fT fT 9' 10' 10' 17' 9' fT fT 10' 10' 10' 10' 18' fT 10' 10' 10' 10' 11' 11' 1fT 10' 10' 10' 11' 11' 11' 11' 20' 10' 11' 11' 11' 11' 12' 12' 21' 11' 11' 11' 12' 12' 12' 12' 22' 11' 12' 12' 12' 12' 13' 13' 23' 12' 12' 12' 13' 13' 13' 13' 24' 12' 13' 13' 13' 13' 14' 14' 25' 13' 13' 13' 14' 14' 14' 14' 26' 13' 14' 14' 14' 14' 15' 15' 27' 14' 14' 14' 15' 15' 15' 15' 28' 14' 15' 15' 15' 15' 16' 16' 29' 15' 15' 15' 16' 16' 16' 16' 30' 15' 16' 16' 16' 16' 17' 17' 31' 16' 16' 16' 17' 17' 17' 17' 32' 16' 17' 17' 17' 17' 18' 18' 33' 17' 17' 17' 18' 18' lB' 18' 34' 17' 18' lB' 18' 18' 19' 19' 35' 18' 18' 18' 19' 19' 1fT 19' 36' 18' 1fT 1fT 1fT 19' 20' 20' 37' 19' 19' 1fT 20' 20' 20' 20' 38' 1fT 20' 20' 20' 20' 21' 21' 39' 20' 20' 20' 21' 21' 21' 21' 40' 20' 21' 21' 21' 21' 22' 22' 41' 21' 21' 21' 22' 22' 22' 22' 42' 21' 22' 22' 22' 22' 23' 23' I ABLE 5,6 ~Amerimax ~ ~UH.DINGPIlOOUCI'S. INC. 1140 ALL PRO DRIVE ELKHART, IN 46514 ICBO ES EVALUATION REPORT ER-2621P HEADER SPANS, COLU".N SPACING, rOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED CO........ERCIAL LATTICE STRUCTURES SHEET 7 OF 8 DATE: 2 8 2000 /3 Y, llMN AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURES i ,. r c;oTumn Spacing ,;r~!rr2'ed by Trib Width Minimum Column Required for i Laltice Solid Cover Attached Sluclures Tributary Tributary Live Load (pst) . Area (sa ft) Area (sa ft\ 10 20 26 30 40 60 '-= 23 16 Al Al Al Al A2 C 31 20 A1 A1 A1 A2 C C 37 24 Al A1 A2 B C C 44 29 Al A2 B C C D 56 36 Al B C C C D 62 40 Al C C C C E 69 46 Al C C C D E 77 50 A1 C C C D E 86 66 A2 C C C D E 92 60 A2 C C D E E 100 65 A2 C C D E E 105 68 B C D D E E 108 70 C C D D E E 115 75 C C D E E E 123 80 C C D E E E 138 90 C D E E E E 154 100 C D E E E F 185 120 C E E E E F 215 140 C E E E E F 245 160 D E E E F G 277 180 D E E E F G 308 200 D E E F F G 338 220 E E E F F G 385 250 E E F F G G 492 320 E F F G G G 615 400 E F G G G H 692 450 E G G G G H 769 500 E G G G G H 923 600 F G G G H H COLUMN DESCRIPTIONS 0,024" x3" SQUARE ALUM COLUMN 0,024" x 3" SQUARE ALUM COLUMN 0,=' x 1 112" SQUARE ALUM SCROLL COLUMN 0,027' x 3" SQUARE ALUM COLUMN 3" CLOVERLEAF ALUM, 0,040' FLUTED COLUMN ALUM, 0,062" 3" CLOVERLEAF STEEL 0,048" 3" SQUARE STEEL COLUMN 4' SQUARE STEEL COLUMN 5" SQUARE STEEL COLUMN 6" SQUARE STEEL COLUMN Table 6.2 COLUMN TYPE Al A2 B B C D E F G H J Table 6.1 DETAIL F F E,N MAX COL HGHT 10-6" 8'.0" 8'.()" Table 6,3: R~"'ed Number of Fasteners for Shearl Loads Aluminum Material Gage (in) Steel Gage (in) 0,024 0,024 0,032 0,036 0,040 0,040 0,0El) 0,0El) 0,048 0,048 A B C D E F G H I J Footer Design #14 5/16" 5/16" #14 #14 5/16" #14 5/16" #14 5/16" Size Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT dOn) (Ibs) 149 384 512 = 249 642 2S3 944 2S3 1380 12 75 1 1 1 1 1 1 1 1 1 1 13 96 1 1 1 1 1 1 1 1 1 1 14 119 1 1 1 1 1 1 1 1 1 1 15 147 1 1 1 1 1 1 1 1 1 1 16 178 2 1 1 1 1 1 1 1 1 1 17 214 2 1 1 1 1 1 1 1 1 1 18 254 2 1 1 2 2 1 1 1 1 1 19 298 3 1 1 2 2 1 2 1 2 1 20 348 3 1 1 2 2 1 2 1 2 1 21 403 3 2 1 2 2 1 2 1 2 1 22 463 4 2 1 3 2 1 2 1 2 1 23 529 4 2 2 3 3 1 2 1 2 1 24 002 5 2 2 3 3 1 3 1 3 1 25 680 5 2 2 4 3 2 3 1 3 1 Slab 750 6 2 2 4 4 2 3 1 3 1 26 765 6 2 2 4 4 2 3 1 3 1 27 856 6 3 2 4 4 2 3 1 3 1 2B 955 7 3 2 5 4 2 4 2 4 1 29 1061 8 3 3 5 5 2 4 2 4 1 30 1175 8 4 3 6 5 2 5 2 5 1 31 1298 9 4 3 6 6 3 5 2 5 1 32 1426 nla 4 3 7 6 3 5 2 5 2 33 1564 nla 5 4 8 7 3 6 2 6 2 34 1710 nla 5 4 8 7 3 6 2 6 2 35 1866 nla 5 4 9 8 3 7 2 7 2 36 2030 nla 6 4 nla 9 4 7 3 7 2 37 2204 nJa 6 5 nla 9 4 8 3 8 2 36 2388 nla 7 5 nla nla 4 9 3 9 2 39 2661 nJa 7 6 nJa nla 5 9 3 9 2 40 2785 nla 8 6 nJa nla 5 nla 3 nla 3 41 2999 nla 8 6 nla nla 5 nJa 4 n/a 3 42 3224 nla 9 7 nla n/a 6 nJa 4 n/a 3 43 3459 nla nJa 7 nla nla 6 nla 4 n/a 3 44 3706 nla nla 8 nla nJa 6 nla 4 nla 3 45 3965 nla nla 8 nla nla 7 nla 5 n/a 3 46 4235 nJa nla 9 nla nJa 7 nla 5 nla 4 47 4518 nJa nla 9 nJa nla 8 nla 5 nla 4 48 4812 nla nla nla nJa nla 8 nla 6 nla 4 49 5119 nla n/a nla nla nla 8 nla 6 nla 4 50 5439 nla nla nla nla nla 9 nJa 6 n/a 4 15(0{,- 1/:...... .- " I(:};' 1["" N o 3 2DDD Table 6.4: Reauired Number of Fasteners for Tension Loads Aluminum liage (in) 0,036 0,062 0,0El) 0,089 0,100 K L M N 0 5/16" #14 5/16" 5/16" #14 Design Footer BOLT SMS BOLT BOLT SMS Uplift Size 425 115 709 1048 186 (Ibs) d(in) 1 1 1 1 1 75 12 1 1 1 1 1 96 13 1 2 1 1 1 119 14 1 2 1 1 1 147 15 1 2 1 1 1 178 16 1 2 1 1 2 214 17 1 3 1 1 2 254 18 1 3 1 1 2 298 19 1 4 1 1 2 348 20 1 4 1 1 3 403 21 2 5 1 1 3 463 22 2 5 1 1 3 529 23 2 6 1 1 4 aJ2 24 2 6 1 1 4 680 25 2 7 2 1 5 750 Slab 2 7 2 1 5 765 26 3 8 2 1 5 856 27 3 9 2 1 6 955 28 3 nJa 2 2 6 1061 29 3 nJa 2 2 7 1175 30 4 nla 2 2 7 1296 31 4 nla 3 2 8 1426 32 4 nJa 3 2 9 1564 33 5 nJa 3 2 nla 1710 34 5 nla 3 2 nla 1856 35 5 nla 3 2 nla 2OlO 36 6 nla 4 3 nla 2204 37 6 nJa 4 3 nla 2388 38 7 nJa 4 3 nla 2661 39 7 nla 4 3 nla 2765 40 8 nla 5 3 nla 2999 41 8 nla 5 4 nla 3224 42 9 nJa 5 4 nla 3459 43 9 nJa 6 4 nla 3706 44 nla nla 6 4 nla 3965 45 nJa nla 6 5 nla 4235 48 nla nJa 7 5 nla 4518 47 nla nla 7 5 nla 4812 48 nla nJa 8 5 nla 5119 49 nJa nla 8 6 nla 5439 50 1 Spacing between bolts and screws shall be 2.5 times the shank diameter 2 The edge distance of bolts and screws shall be 3 times the shank diameter 3 Connections shall be arranged 50 that the center of resistance of the connection shall coincide with the resultant line of action of the load. F K U K X X X X 11'-4" 1Z'()" 12'.()" 8'-7' 18'.()" 18'-Q" 18'-Q" 18'.()" Fastener Tenninology TABLE 6,5: WALL ATTACHMENTS FOR PATIO AND COM, STRUCTURES #14 SMS = #14 sheet metal or Tek screw, 3/4" minimum length ANCl ANC2 ANC3 ANC4 5/16" B = 5/16" Diameter Bolt O/C O/C O/C CLEAR- # OF 114" See General Notes for specifICS on fasteners LIVE SPACING SPACING SPACING SPAN LAG SCREWS LOAD CONCRETE MASONRY FOR #10xZ' (FT) PER STUD 1 Clearspan on this chart is the distance from the (PSF) ANCHORS ANCHORS SMS SCREWS 16"O/C wall to the flfSt roW of columns. SPACING 2 Hilti Kwik Bott 11114" diameter and Z' embedment: ICBO ER-4627 10 24" 24" 16" 22' 1 or other anchor w/!XD# shear vs wind and seismic loads. 20 24" 16" 8" 11' 1 3 Masonry anchors must have a shear value of 2fO# for 17 2 wind or seismic loads. 25 24" 15" 8" 11' 1 4 114' Lag screws must have 2 114' of penelralion into studs, 16' 2 These lag screws must have an 11B" lead hole. :D 24" 14" 8" 10 1 5 10 psf evaluated at 90 mph wind load (15 pst), All other 14' 2 loads evaluated at 90 moh f>V'V'Oure C, 4J 24" 1Z' 8" 13' 2 aJ 16" 10' 4' 11' 2 nww Amerimax f!i!! UillDlNG PRODUCTS, 1Ne. 1140 ALL PRO DRIVE ELKHART, IN 46514 leBO ES EVALUATION REPORT ER 2621 P COLUMN AND FASTENER TABLES SHEET 8 OF 8 DATE: 2 8 2000 I ~0.2' R= .25' R= .15' -- 1.0' -- ,\.u 0.95' -- 0.92'1 -- 1-l I'" .876' .516' \- V ~ Pr '" 0.35' R-.125' ~.125 . I ti~~I;E OUTSIDE1 -. .55':] .. ~.O' 0.30' j c m.450' . / t 1--1.903'- {. 450' 10.5' R= 0.15'~ \T -=- .216 TYP. T .6.... 2.1fu>. .......!........j- R= 0.20' if. 2~50t -- 3.0' -iL .167' I 1 .18?:'" I 2.464' 2t/X~ 4~ d j Ro ,'" '~~~ -1~ ~r ~ I IlRrr I ~ I t R= 0.25- 1.137" · 12.~' . 1.137" . -( '1.0 R= 0.15 TYP. 1.0' .40 TYP. TYP. .. 6.00' TYP. rIP. FOR STEEL PANEL: ASH.! A 653 GRADE 80 STRUCTURAL QUALllY Fy= 80 KSI STEEL 18.00' 6' FLAT PAN 30 GA CALV T =.0157 FOR STEEL PANEL: AS1M A 653 GRADE 50, SQ ClASS 1 30 GA. CALV. t=0.0157' o 6" STRUCTURAL PANEL 28 GA CALV T=.0187 @ 12" STRUCTURAL PANEL (3006-H391 Fy=50 KSI STEEL (3006-H391 ALUM. ALLOY) ALUM. ALLOY) @ 18" STRUCTURAL PANEL (3006-H391 ALUM. ALLOY) lii~/;E , , ,-- 0.516' '----'I. / . 12' 6' ~ ,--0.060' R= 0.08' OUTSIDE c- ,-- lYP; r 3 4 /;-~. -3.00-- ;;-' TYP. I'... 1 7/8'. ,3 TYP'1 13/16'- - . -1.50'-1 3.500' ~ 0.10' 0.125' 9/64 ~ r.'/16" o;,if" \ ~.~. 'I" ~ 0.024', 0.027" lYP. . 0.72~~ t . OR 0.040' TYP. 3.090 -R= 0.25 1 7~0 7r ff:;; 0.20 D~ I - /16'TYP. ~15/32 7/16: TYP'7~'6' '-lIl/8:" I 1 I 0.032' lYP. _~ 206 TYP 113/," 61',',"\[ illl I ~ [~~ ~17'l '" 'r TYP. 3.00- 1.0~f ~ Y " .3.:r' I R- .0937 38.6. ) 1.250'.1 , 1/ TYP. 6.00' 6.00 / .~ 3/32 lYP.~~~ 25/32--1 12.00 2 1 4 /8' R. TYP. 8" R. lYP. @ 1 1/2" SQUARE COLUMN CE) 3" SQUARE COLUMN @ 3 1/2" X 12" STRUCTURAL PANEL @ ALTERNATE-12" STRUCTURAL PANE[ (3006-H391 ALUM, ALLOY) (3003-H16 ALUM. ALLOY) (3003-H16 ALUM. ALLOY) SEE DETAIL 'A' CD RIGHT~ -SIMPSON A34 SIMPSON A34 CONNECTOR HANGER CONN. OR En' ri't.R AoomON"- TWO - 16' ~ If' STRUCTURAL -\: RN ~ NAI LS @ EA. RAFTER WHEN k: :. J OR EQUAL. STRUCTURAL PANEL~ I ~ ~ REQUIRED RAFTER PANELS + TYP. I.r , 11 1 1/2' L---- -6 #10 SCREWS, 3 EACH LEG CONNECTION OF CONNECTOR - lYPICAL 11 \ ^ DErAILS . Y FASCIA 1 1/2' FASCIA I ___ DETAIL JlAu e~,~_DATE REVISION DATE REVISION mox ~ TFOR MAXIMUM I '\J :. ,/ .-. "....i-S':JIQ!l /~ v 1'/ o 12' O.C. 'OVERHANG SEE I /<:)' " -~~' SCHEDULE FORm;~GS FOR AWNING PROJ"'CTlON S ~. "(..'~..;; (, SCHEDULE CII RIGHT PRlII. .. .. 6 ,@ . ,<, v If~. f;~ @ ALTERNATE EAVE ATTACHMENT (IT) LIVELDADS P.S.F. UVELOADS CP.S.F. LlVELOADS IP.S.F. !:::2 f?: .~merimax . 10 20 25 30 40 6m 20 25 30 40 60 10 70 25 30 140 60 Engineering Services 8 28 20 17 14 11 u" 17- 'n" .." ",,* -?..' ?.... c::v. 0 I ~ =1 10' I.,~. .14- 1?- g- 19- 12- 10ft 8"' 6-. An- ?O"74-71. 16" IIllIIDNGl'IOIIa:'DI,lNC. 11 40 All Pro DrIve -?1/-o'l... )J Elkhart, IN 46514 12 23- 15' 12 10- 17 10 8 7 707" 25 21" 18" E . If 1m 21 13 11 15 9 7 34' 23- 20' J>.l: el\l\ ,~ ' ........ IlT:KG ICBO ES EVALUATION REPORT NO. ER-2621 P 16' 19 \I 13' \ \I 37' \ \ \I 41. j v ",I I: -" \'\!/ SCI\LE: NONE ~rART COMPONENT PARTS &: CONNECTION DETAILS 18 18 X 1\ 12 X X ^ 30 y y ^ Or CA' \ " 19 17 12 , , 9- , 't~ * REQUIRES AODmONAL 2 16d NAILS . EACH RAFTER ENGINEERI.--5fAMP DAre a I SHEEr 2/8/2000 N II 97CD01 1 OF 9 is 2.00' 1.50' =p. '- FOR 3 1/2' _ ----L PANELS 0.036" lYP 2.00" - FOR 2 1/2" . -L PANELS --1sl- ~3.00~ O,72~1.56~0.72 ~ 0.93 r; tr 0.72 Ii 0.93 1.56 3.00 ~~ = N . ~~ o ~ 0.28 0.72 T 6.50' 2.50' NON-STRUCTURAL SlOE FASCIA is NOMINAL .018" IN THICKNESS. .325" --j 1.00" r- b "1 0.37 I 1 C1.50,j -I ~0.17 T (IN)= 0.030, 0.040 (ALUM) = 0.048 (STEEL) ]!lIE; COLUMNS MAY BE TRIMMED W/FLEX- ALUM. FACING. @ 3" ALTERNATE COLUMN (3003-H16 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) 2.00' 2.00' 0.16' Q) 2-1 1/2" SQ. X .062" EXTRUDED COLUMN (ALUM. 6063- T6) @ -1.67" b 1.66" -::1.67" I- 6 1/2" ROLLFORMED HEADER (3006-H391 ALUM. ALLOY) FASC~ HOR. '10 SIIS 0 FOllOWING SPAaNG: 6" D.C. FOR 6" PANELS 6" D.C. fOR 12" PANELS g" O.C. fOR 18" PANELS 2 5/16" BOLTS 2 5/16" BOLTS W/ 1" DIA. x 3/32" THK. S1L WASHER 6.50' 1.5" 0.032" x 1 1/2" SQ. ALUM. DECORATIVE ALUM. SCROlLS OR SOUO FILL {2l - 3/8".3 1/2" HILTI KWIK ANCHOR BOLTS 2 5/16" BOLTS ROllfORYED HfAlJER "H" 0.036" TYP. o -l I- -l f- arrOM CONN. CHANNEL 2.25" 4.5" 2.25" @ ROLLFORMED 2 COLUMN CONNECTION W/ DECOR. SCROLL (3003-H16 ALUM. ALLOY) 3.00' @ ROLLFORMED HEADER "H" CONN. DETAILS TO STRUCTURAL PANELS 6 - #14 SMS ON EACH SIDE OF SPUCE CENTERUNE SPUCE UNE @ ROLLFORMED SPLICE CONNECTION DETAILS (3006-H391 ALUM. ALLOY) STRUCTURAL PANR 1.625'--1 0.040" I 3 #14 SMS ON EACH SlOE OF SPUCE ROLl FORMED HEADER ".0.0. FOR ..~ PANaS 12 o.c. FOR I I'NElS r a.c. FtlR 1 PANaS t= 0.036" ROLL FORMED HEADER SPUCE, TIGHT FIT INSIDE OF HEADER, g" EACH SlOE OF SPUCE. 3 - #14 SMS ON EACH SIDE OF SPUCE NOTE: HILTI KB II ANCHOR BOLTS PER !CBO E.S. EV #4627 fI\ ROLLFORMED HANGER 1.0 (3004-H36 ALUM. ALLOY) @ ROLLFORMED HEAD,ER SPLICE (3006-H391 ALUM. ALLOY) 6",12" OR 18" WIDE smuCTURAL PANELS DATE REVISION DATE REVISION fti)Amerirnax f!lY ~l'BOIIrel'8,lNC. EngineerIng ServIces 1140 All Pro DrIve Elkhart, IN 4651" KG IC80 ES EVALUATION REPORT NO. ER-2621P NONE ll:MrART COMPONENT PARTS de CONNECTION DErAILS 97CD02 2 OF 9 8.00' r 3.00' 1 COVER PANEL SEE TABLE "A" NEXT PAGE 12 GA. 8- x 3" -*- 0.5" lYP. -, @ STEEL "C"- CHANNEL HEADER (STEEL A-653 Fy=50,OOO PSI) 10.0- l 12 GA. OVER PANEL SEE TABLE -A" NEXT PAGE f!) STEEL "C"- CHANNEL HEADER (STEEL A-653 Fy=50,OOO psI) -. ..l. 3.00' t .SO" i:O"T 2 5/16" BOLlS W/ I" OIA. x 3/32- THK. STL. WASHER 2 5/16" BOLlS AllERNAlE COLUMN CONN, BRACKEr. 3" SQ. COlUMN DETAIL "F", "1(" OR "U" 2.30" I OR 2.90" I I I I I @ 3" COLUMN CONNECTIONS FOR FASCIA HEADERS r--:-- 5.5' ::-i COVER PANEL 10.00" 8,0' 3/4" BOLTS St:E DETAIL 'A' AT RIGHT 1/2" X 9 1/4" 0.14' --j r-~" .f0.17" T @ 10" FULL STRENGTH SPLICE DETAIL ASTM A 653 Fy 36 KSI FOR BOLT SIZE SEE DETAIL'S' AT LEFT .50- ,~.3r ,094' -lb:25J 11.0-r + + + NOTE: SEE OETAlL 's' AT RIGHT FOR INSTALlATION AND PROPER CONNECTIONS. k,oj CD 3" ALTERNATE COLUMN CONN. BRACKETS (STEEL A-653 Fy=40,OOO PSI) 1.25- rSPUCE 00 00 00 1.25- 3" 1.5" 36" DETAIL 'A' DATE 3,000' 3,000' .12r;6rD. .062- RAD~20) .187" RAD(16) @ FLUTED COLUMN (3" ALUM. 6063- T6) -t- = 0.062- UNLESS OTHERWISE NOTED I 3.00", 4.00. 5.00. OR 6.00. .188- lYP. L L3.00-, 4.00J 5.00. OR 6.00- @ 3", 4", 5" OR 6" STEEL COLUMN Fy=36 KSI REVISION DATE REVISION ~Amerimax t!!J!! ~1'IWUI.1.1f,JNl'. EngineerIng Services 11 040 All Pro Drive Elkhart, IN 46514 KG ICBO ES EVALUATION REPORT NO. ER-2621P NONE OR PART COMPONENT PARTS & CONNECTION DETAILS twIE 97CD03 3 OF 9 EN 17 10.00" 8.0' 0.14' SEE TABLE 'A' -II- 0.17" II lYP. ,[0.17- T @ 10" X 5 1/2" W BEAM HEADER (6061-T6 ALUM. ALLOY) . .813" #10 SMS @ EACH ROOF ~EL VALLEY 3 1/2- STRUCTURAL PANEL . 0.062" 0.062" 3.00" ~ @ 5 1/2" EXTRUDED HEADER (6061-T6 ALUM. ALLOY) r-:- 4.50----=--1 .805" TYP, ~- x 45' TYP. SEE TABLE -A- .110- lYP. 6.0- L @ 6" W BEAM HEADER (6061- T6 ALUM. ALLOY) -j750- .29rli .375" i/10 SMS @ 6"..12" OR g- O.C. FOR 6 ,12", & 18" PANELS 1 SMS 6- O.C. FOR 6" & 12- PANELS - 9- O.C. FOR 18- PANEL 1.0" 5.406" STRUCTURAL PAN L 6-, 12" OR 18- WIDE .079" .079- .109- 2.725" I---- 4.00- @ ALASKAN EXTRUDED HEADER (6061- T6 ALUM. ALLOY) SEE TABLE 'A' 200' J TYP, 7,0' .09' TYP, I- ,320' I TYP, I, . @ 7" X 5 1/2" W BEAM HEADER (6061-T6 ALUM. ALLOY) -M=i3.00~ 0,72 ~1.5671 0,72 ~ 0.93 r; =$1 0,72 II 0,93 1.56 3.00 -L~ ~ 0,28 0,37 0.72 r- -I ~0.17 T {IN)= 0.048 @ 3" X 3" HEADER (STEEL) (A-653 Fy=40 KSI STEEL) FASTENERS REQUIRED FOR PANEL TO HEADER CONNECTIONS TABLE 'A' MAX. TRIB IoIlDTH 10' 12' 21' 10' 16' 16' 10' 16' 16' MAX, IoIIND HEADER LOAD DESCRIPTION ALL FASCIA 9~AfioH ~t~~t Etg~~~; E ~~~=~; ~ ~~~=~ 70 MPH EXP C ALL FASCIA AND STEEL CLOVER, C BEAMS, I BEAMS 90 MPH EXP B STEEL CLOVER, C BEAMS, I BEAMS ALL FASCIA 90 MPH EXP C STEEL CLOVER, C BEAMS, I BEAMS STEEL CLOVER, C BEAMS, I BEAMS @ 6' PANEL USE SOY. LESS SCREIoIS 18' PANE SE SOY. MORE SCREIoIS DATE FASTENING NOTE'S SCHEDULE 2 #10 SMS PER 12' PANEL 2-#14 SMS PER 12' PANE 3-#14 SMS PER 12' PANE 2 #10 SMS PER 12' PANEL 3-#14 SMS PER 12' PANE SEE _I 2-#14 SMS PER 12' PANE SEE _2 2 #14 SMS PER 12' PANE 4-#14 SMS PER 12' PANE 3-#14 SMS PER 12' PANE -I .018 8. .024 PANELS -2 .032 8. .036 PANELS REVISION DATE REVISION ~Ameriml\I l!!lY ~l'IlWU.'1lf,1NC. Engineering Services 1140 All Pro Drive Elkhart, IN 46514 I I I i ICBO ES EVALUATION REPORT NO. ER-2621P I:a.rART COMPONENT PARTS &: CONNECTION DErAILS 97CD04 4 OF 9 062- ~ DETAIL 'All' . _ FOR EXlRUDED R=.375 HANGER WI A-RAIL @ A-RAIL (80lI3-T8 ALUM. AU.OY) ~7" SCHEDULE OF ALLOWABLE SPANS FOR 6 " & 12" PANELS ADJACENT TO SKYLIGHT PANELS. L1VELOAD *6" PANEL SPANS *12" PANEL SPANS (PSF) t - t - t - t - t - t - t - 0.018 0.024 0.1132 0.036 0.018 0.024 0.1132 0.036 10 11'-9" 14'-5" 17'-2" 17'-9" 11'-0" 13'-3" 14'-7" 15'-1" 20 B'-S- 10'-6' 12'-6' 13'-5' 7'-11' 10'-4' 11'-8' 12'-1' 25 7'-2- g'_Sa 11'-3' 12'-1' 7'-2- 9'-3- 10'-7" 11'-2' 30 6'-1. B'-B' 10'-4' 11'-1" 6'-711 8'_Sa 9'-911 10'-3" "0 SllS. F1llJlII- IlGSPIlCIlG: tt'.,o.c. .... tt'~ IWIELS 1 a.c. All 1 PMELS o.c. nil 1 IWELS 2.10-:11--1.710"-=1 I ~t3751 " --L ~t .057" 1.380" r.;., STABIUZER CUP FOR EXlRUDED ~ HEADER 'AC' (8063- T8 ALUM. ALLOY) 2.25- t-.062" OR 1'IP. 2.50" lL I 0.30"-11!,!l04 1-1.5O"~ . @ EXlRUOEO HANGER (6063-T6 ALUM. ALlDY) .. USE A MINIMUM OF (1) SKYLIGHT PANEL PER (4) - 6' ROOF PANELS AND (1) SKYLIGHT PANEL PER (2) - 12' ROOF PANELS FOR SKYLIGHT TO PANEL CONNECTIONS, USE THE SAME NUMBER OF SCRE'vIS AS PANEL TO HEADER, SEE TABLE 'A' DETAIL @ SKVUGHT PANa .Nll1E; PlASTIC USED IN SKYlJGKT FAIlRlCAll0N ~ G.E. u:xAN POLYCARB1NATE PER ~. REPORT '3286 FOR 6" PAIEL 1.10" FOR 12" PANEL 0.85" t = .082" 1.07" IFllR 6" PANEL 0.80" ' :1 PANEL .375" ", ~.30' @ 1'IPlCAL SKYUGKT PANEL CONNECTION WITH 12- V-PANS JjllIE; H!'!:PER SPUCE MUST BE LOCATED WITHIN 12 OF A COLUMN. r 0.15" EXTRUDED HEADER SPUCE WITH llGHT FIT INSIDE HEADER 5.406" L ~4,00" 8 - 114 SMS O.E ~ ..i. .375" 1" I' ~,30' I'" 5.50' R = 4.50" T 4- ...L .5" 1.5"\-10" -1.5 .:i-1 0" -45"1 . 24 . .Nll1E; SEE SCHEDULE ABC1VE FOR ALlDWABLE SPANS FOR PANELS ADJACENT TO SKYUGKT PANELS I: NUMBER OF ROOF PANElS NEEDED FOR 1 SKYUGKT PANEL @ SKYUGKT PANEL 5 OF 9 @ ALASKAN EXTRUDED HEADER SPUCE (6061-T6 ALUM. ALLOY) DATE REVISION DATE REVISION ~AmeriDlAI CYYioumcl'llIMJI'lll,I!I:. EngIneerIng ServIces 11.40 All Pro Drlve Elkhart, IN 46514 KG leBO ES EVALUATION REPORT NO. ER 2621 P :::..~ COMPONENT PARTS '" CONNECTION DETAILS 97CD05 JCl .~ ~ 3' x 3' ALUMINUM 2 5/16- BOLTS- i\ V- POST 0.09" TYP.-j :-'\:\ <f'" -, ~ \ 1- 2.5" :: \ .-.100" r .750" I ~ ~nin /UJ 7 1.575" i- 1.0" ~ .750" I - 1.5 5" - 5.5" 2-3/B"X 3 1/2" HILTI KWIK BOLTS TO SLAB OR FOOTER (ONE EACH SIDE) @ ALTERNATE 3- SQ. COLUMN CONNECTOR BRACKET (6063-T6 ALUM. ALLOY) "...........-PI. 7 ... (.111') I =o~ ~ ~ L p~__ .eLJ o HEIJX DIMEIER Al1FRNA.1F 'In ~ ~AR ATI'~ .IIllIE:I; 1~ AU.. PM1S 10 BE HaT-DP GM.VNiIZED OR EI.EI:IOPI.A1BJ ZINC. WAY BE USED IN LEU QF ATl"ACIIHQ TO CONCRErE SLAB. 2. F/lIIICATIDN QF IlIIWfG ANCHORS AND WE1Y STAKES IS BE'tDND lIE SCOPE OS.lHI5 REPORT. FABRlCAllDN. DEIM.S III) QUMY CX3NJRDL PRDGRMI MUST BE Sl&IIT1ED 10 BUlUJINQ 0Ff1CIH. FOR N'PfVlIL 3. MINIIG ANCHORS IMY E USED IN THE fOll..OWIfC T1'PES OF SCJL: SOIII, .......... ClAY, SNIIY ......... SILlY ......... S1LlY 5ANIl, QA'f'EY $MD. CI.A"l'EY GRNt'EI., SANDY' QAY. SILlY ClAY. Me aA"t'EY SLT. @ AWNING ANCHOR 1..i/I.2 1/2' . '10'7 ~ ...... - ""'J' 1- - .,11-.- ~2~ 2 '/2' . 3/1" . ,.~ ~ 1-----16- ~ @ SAFETY STAKE (ALTERNATE TO CONCRETE SlAB ATTACHMENT) ., . (i SCHEDULE of" - COLUMN TO FOOllNG coNNECllONS FOR IS' TO 42' FOOl1NG SIZES JIDEi PI.. .. x 1'- x 1/4" ALl. PARTS TO BE HOT-DIPPED GN..VANIZfD CR E!lI:l1lClPlA18 ZINC. MY BE USED IN LIEU Of' ATTACHING TO CONCRETE SLAB. SEE NlIID ,. DmlL ..... , SItEl COLUIlN , '... . r=':S"'~ 1/ (SEE""" IlELllW) ~ 13 11t 1 1/f1 I'-r"'l'o... STm _ DOH SRlE OF POSr .LJ 13,l0;_~, 1"- I' ....' I t 3/4' .... , I It>.~,': I i [,..,.. ,.q -. SItEl j , '~ ...(: 1M""",':.' , ;~;/..:, ~ . ,? '.: ~: .,: J"<I':: r ,'.."::.:)':,~,:1~"~,, L CONCREIE FllllI1No 4: '1>, ~ l!':.~'!-" ,,',', ~ ' STm POSr _,....EIIT ',<I, '<1: ............ -5116' JlLlS fIR .. l> . , ~ ,', "'I in. SEE TAR.E . . . . f./I a.. CDLlHI~ . ,: :<:1,: ',J~ ~ ''''' FllR SIZE INIll FIlOllNG SEE SCHEDULE "F" o RIGHT , .' JollIm USE 1 - 1/2" . STEEl. BAR FOR FOO11NCS LP TO 31. CUBE. USE 2 - 1/.2': , IMRS FOR. RXJJINQS l.F TO 48. CUBE AND ;5 - 1/2. . BMS Ftlfn:OCJllfCS \FlU or a&:. REQUIRED f'ASTENER SIZE 1 4 38' 1 2 58' "W" (WIDTH) MI!\IIMUM. 'W'rWlOlHl 3 4 1/2' 8 7 1.(2" , r.? ALTERNATE FREESTANDING STRUCTURE COLUMN .. ICY TO FOOTING CONNEcnON DETAIL . @ ATTACHED STRUCTURE COLUMN TO FOOTING CONNECTION DETAIL "dO = 18- TO 32- HILTI FASTENER ALTERNATE ~- 4~ 'r~4'ifc; ';:-,' ... ~ .'~~"-: ~';;:J]\ ~ F I\L\'i\J~ _/2.. vr ~.;,-"v ENGINEERS STAMP ~ t:: ~ r-l ~CONC....... ~...6;, ~'. .:--Ai. <.! !:-:~".~ I' . t.. . '.' :...: ~RlllI1NG '-DER ,J,., ..... .......4. Do. ~ -- ,,~EIIT ,~':' 0:':"'.:: ::;. ...... J4~'.r. .~6:':'.~:: ~:.~ .181m .. ..~~f'..:.: ~~.""" @ COUJMN CONNECTION DETAIL FOR SlAB . FOOTING ATIACHMENT - 10" f-< "'--, 20- REQUIRED lENSION FOOTING SIZE "HILTI FASTENER CONNEcnON TO ~HOR 'd' (INCHES) (OR EQUN..) SIZE COlUMN ruBE BOlTS "d' = 18' 2-1/.', I 2' d 1-5/18" BOlT 43Qf 20' 2-'J/n I 2 IJrd . 580# 22" I 2-5/18'l BOllS 8501 24' , 2-3/8"' BOLTS 790# 28" 2-1/'i'f I 3 IJrd 3-5/18'l BOLlS 1330# 28' I 1330# 30" 18701 32' 2-5/8', . .'d 208bI' .."" / N/A 36' ,,/ N/A 38' X N/A 40' /" N/A .2" / " 3-3/8" BOlTS N/A ""d' SIZE IN ANCHOR BOLT OR H1LTI FASTENER 51ZES INDICATES DEFTH Of' EMBEDMENT. ElCr\IotPLE: 2 1/2"d INDICATES 2 1/2" EMBEDMENT OF ANCHOR 'OR EQUAL" TO HILTI FAsTENERS. ALTERNAlt MUST BE ICBO ES. APPROVED TO PROVIDE ALLOWABlE TENSION EQUAL TO "REQ'D TENSION FOR ANCHOR BOLr VAIlJES SHOWN. HILTI INDICATES HILTI KB-II ANCHOR BOLlS PER ICBO E.S. EV '4fn7. @ FOOTING SCHEDULE DATE REVISION DATE REVISION nkJAmerhnAI t!JY~1'IlWU.U,JM:. Englnoorlng Sorvlco. 1140 All Pro Drive Elkhorl. IN 48514 ..... Dr: KG ICBO ES EVALUATION REPORT NO. ER-2621P ........, NONE ' Il:..fAIU COMPONENT PARTS & CONNECTlON DETAILS 1""'2'/8/2000 1m 97CD06 I ~N;'OF 9 20 I 6 - 5/16' . BOL~ 1 1/2' U /, -r- 2 1/2' '6' OR 10' t- 2 1/2" L J n ,.,...-SJEEL POST ~'C' Jt\~_ OR 3 1/2".10".12 GA. :. \[ S C-BEAM TO COLUMN CONNECTION ........... 5/16' BOLTS SEE TABLE 6.4 ./ '" COLUMN E4 FOR QUANTIlY (MIN4) -Y:: "': I + + ~ ~ 3.2S~' ~ MIN. OF 4.~O' I -- - O.S"~ f-1.0 4-#14/ --...., \- _/ \ '--' ( ~ 3' x 3' STEEL--. HEADER -AS- \ 6-#14 SMS~ - t.. 5 1/2' x 10' ALUM w= BfAM OR "r 5 1/.2' x 7' ALUM w= 8E'AIot OR ...-' 4 fli' . 6" ALUM YF' BfAM - 1 1/2 - 1 U _v COWMN 1.0' ./ 8 - 5/16 V BOLTs U , n H ,O'TYP, r Jl \. ... CUT BOTIOM FlANGE OF I-BfAM />S SHOWN AT COLUMN @ALTERNATE - 4 1/2" X 6" X 5 1/2" X 7" ALUM. W BEAM CONNECTION DETAIL ~ f+ --+ ilL" TOP PLATE -8- "AB" 5,5' 2 5/16' BOLTS '.t / 1.0' DIA: ~ '-- '1 575' _ " ",,. '"", "L v':' '~ - ,100' IT = 2,5' ~ J I 1 5" 0-" v. "LA' . TOP PlAIT "A" 1lll1E "L' = COLUMN SIZE + 1" "'N" = COLUMN SIZE + 1/2" WITH A MINIMUM OF 4.S' @ TOP PLATES 'A' & 'B' AND SCHEDULE 'B' FOR TOP PLATE CONNECTIONS WITH "I" BEAMS (Y. Z, AA) ON STEEL POSTS i--3'0'm f- 2,0' f- 1.0'.. i-l .5,' I t \. 1.0' t \ i 6.0' ~ 1,0' 1.0' t T + ++ t.. 'I @ COLUMN TO HEADER CONNECTION FOR 3" X 3" STEEL HEADER 3# X 3# ,--,l -.1 I h 1 ,750' " ~~ I '" --.L1.' L.. ~ L.J ,750' ,056 ---l ~ '- 2 ~~16' BOLTS COLUMN-~ ALL 'I' BEAMS So 'c' BEAMS USE TABLE 8,3 COLUMN 'J' FOR QUANTITY OF HORIZONTAL BOLT' USE TABLE 8.4 COLUMN 'N' FOR VERTICAL BOLTS. @ ALTERNATE 3" SQ. COLUMN CONNECTOR BRACKET (6063- T6 ALUM. ALLOY) -=-~f 2 S/16' BOLTS SEE TABLE 6.3 COLU~~N "K" FOR auANTITY r ~~ r h ALUMINUM '1' BfAM OR STEEL "C' BfAM ~ 2 S/16' BOLTS W/ l' DIA. . 3/32' THK. STL W/>SHER SEE TABLE 8.4 COWMN "a" FOR auANTITY - ~ [ CJ i-- t=O.125" h f-I h LJ - 3' STEEL COWMN -t- = 0.048- I--'"' ^ -) @ 3" ~~ ~LUMN TO HEADER CONN. BRACKET (6063-T6 ALUM.) , ~ R \) 3 #-TE REVISION DATE 1~ /: r '"i' f1i)AmerimAY 11 .' ~~I'IIWU."IIl,1NC. \1 &f $-;1-'" , V, /, ...... Ill: CMP ICBO ES EVALUATION REPORT NO. ER- 2621 P _ V 1"-- /'c ~,' i'.;, ( '" ' " ~ NONE ll:t.~ART COMPONENT PARTS de CONNECTION DETAILS ENG INEER~ STAMP 1""~/8/2000 1* 97CD07 I ~n7'OF 9 l.,..../ REVISION EngIneerIng ServIces 1140 All Pro Drive Elkhart, IN 46514 2/ l.r1" 7")( 5 1/2" AlUM. . '" BEAM T ~5:':- t=0~12"J -... 0.09"- '=... ~~~"S~~L~F ~~ i,=0.09" 7.0" It.SPUCE \ "'t:= :r or 6.76" 5.0" 0.1"_ - \.II 2-7" C SPUCES t=.062" lYP. :: 13 g~E7~B~ ~ 13 "riGHT FIT I" 1- rO.2 1/ 11 1.0" t ' 0.1"...1 LO.12" 7" X 5 1/2" I-BEAM SPLICE (6061-T6 ALUM. ALLOY) @ SPLICE DETAILS ,.. '(~l"-' lYP. ( i) ~ ~ l? !:? AWNING ANCHORS r+l4+lr++l LtJu~ 2 ANCHOR 3 ANCHOR 4 ANCHOR 2 3 OR 4. ANCHOR DETAIL , [5", ~~ .~4 'G" ClEAR lYP. 08 '^ AWNING ANCHOR V CENTER IN FDOnNG SINGLE ANCHOR DETAIL @ ANCHOR DETAILS FOR AlTACHED STRUCTURES FOOTING "d" (IN) 18 20 22 24 26 28 30 32 34 36 u OS" ~12" 11-0.062" II ..7S" l .L .1"J 4 l," T -2.205" -.2" - .2"_ ~ 2.605- 7" C SPLICES (6061-T6 ALUM. ALLOY) - S-5/S" BOLlS EACH ~ ~ OF It. SPUCE A..~ .\ ;-. ~ SPUCE a. .~. . ~ j ~ ~ _14"_ 1" -4". .8S- t ~ .. .,. -, __14'--- -, 1"~ " 1" _4". 1"1--4"_ 22" 22" 48" @ 7" X 5 1/2" ALUM. I-BEAM SPLICE BOLT LAYOUT ~~ 3"X 8" ALUM. HEADER- './ (- 2X 6 1/2" ALUM. HEADER?) .L. , I/'" 1'- r- "I" "" ~- ~ 5 11/2" ... /" ~ ~ 4 ~2 r'l:!~ .. 4 1/~ 11. -?" "'-3- #14 SMS /1..' .. ~ - 3- #14 SMS EACH II ~ ~'J EACH SIDE ..].., SIDE OF COLUMN'~f.: ~ L2"X 6 1/2" ALU~~'" ... 3"X 3" ALUM;- "SIDEPLATES " '\ COLUMN WITH SIDEPLATES END VIEW a DOUBLE 2" X 6 1/2" ~ HEADER CONNECTION ii r ~- #14 SMsi'.. / EACH SIDE ' I "";, "I- ~ ". " I- " I- 2"X 6 1/2"X .024" ... ALUM. SIDEPLATES::,. ~ c=-p ~ 3" x 8" HEADER ~ CONNECTION ALTERNATE FOOTING SIZE 12")( 12"X 15" 15")( 15"X 15" 18"X 18"X 15" 20"X 20")( 15" 20"X 20")( 15" 24")( 24")( 15" 24")( 24")( 15" 24"X 24")( 15" 24")( 24")( 15" 24")( 24")( 15" NO. OF ANCHORS 1 1 1 1 1 2 2 3 4 4 WITH "'", '-3- #14 SMS EACH SIDE ... < . ~~'?-()r~SSla '4 AR 0 iJ> 1 U A.~ ~ .' ~~~\I "" "' ""'\ ~. NO. ~?;6 ~} cf'? .Jjit.\.../,"N.~ 4/p 0XS tNficj>.\.\~ '7 . ~ ?31-o'V ~GINEERS STAMP 1"- ~ SIDEPLATES . 4 ~/2" i' 11 1/4" 3"X 3" ALUM. COLUMN ~E REVISION DATE REVISION "'AmerimAI t!JY ~l'IlWlJt;'lIl,1NC. EngineerIng Services 1140 All Pro DrIve Elkhart. IN 46514 PAWN Ill: CMP ICBO ES EVALUATION REPORT NO. ER-2621 P SCAlE: NONE ~tART COMPONENT PARTS &: CONNECTION DErAILS ~lE: I SHEEr 2/B/20oo 12ff~W 97CDOB I 8 OF 9 :1<<- .720- 8 "! 0.08" EXrRUOED HEADER SPUCE WITH liGHT FIT INSlOE HfADER. 1/2"-1 16" SPUCE OETAlL @ 5 1/2" EXTRUDED HEAOER SPLICE (6061-T6 ALUM. ALLOY) 'lOx 1.5" SMS SEE TABLE 8.5 FOR SPACING @ 3 1/2" "G" RAIL (6063- T6 ALUM. ALLOY) TERNATE 2- 2"X 6 1/2" HEADERS IN PLACE OF 3")( 8" HEAOER WITH POST '" SIDEPLATES 3")( 3" POST @ ALTERNATE 2-2" X 6 1/2" HEADERS .r1/2" 3" X B" BOX BEAM HEADER UMINUM "H" BRACKET 3")( 3" ALUMINUM COLUMN 3" 6" 3" 3 #14 SMS EACH SIDE 3 {l14 SMS EACH SIDE OR 2 5/16" BOLTS 2"X 6 1/2"X 12" N..UM. IWTER o 16" OR 24" D.C. @ALTERNATE-DECORATlVE FASCIA TRIM -RAIL - SEE OETAlL 'M' .750" 0.062" 8 TYP. "' ,.; n @B 3 1/2" "J" HANGER (6063-T6 ALUM. ALLOY) NON-SlRUCTURAL COMPONENT ~ 5.721" + @ 5 1/2" EXTRUDED SIDE FASCIA (6063- T6 ALUM. ALLOY) REVISION REVISION DATE ~AmeriIl1A'Y t!JY~1'IlWU;18,JNC. @ ALUMINUM FOOTING BRACKET FOR CONNECTING COLUMN TO CONC. SLAB OR FOOTING (6063- T6 ALUM. ALLOY) EngIneerIng ServIce. 1140 All Pro Drive Elkhart, I" 46514 KG IC80 ES EVALUATION REPORT NO. ER- 2621 P OR PART COMPONENT PARTS '" CONNECTION DETAILS NAME 97CD09 9 OF 9 ;3 1- 3" '~ 2 1 a" 1 1/2" OR z' . U> ~ t=0.024 " OR ....... . 0.042" CX) OR ~ 0.032" trl U> @ LAmCE (J105-H25 ALUM. ALLOY) 2-#8 SMS EACH SIDE L= 1.92" FOR 2" X 6 1/2" RAFlERS L= 2.9(" FOR 3" X If' RAFTERS .041 t ,. ii " " N'" ,>", ",1'2 :5::" "-'> .018" --y 1 1/2" OR 2" Ii ~, t= " OR .0265" . '" f8 x 2 "SlotS FOR 1 1/2" LAT11CE- , 8 x 2 1/2" FOR 2" lAmCE " ~'I.\~ ,~ ., ,1'1., ~~ , :s\~ 'I. 2-'10 X 1 3/4' WOOD ~ OR 2-#10 SMS INTOMErAL (6063-T5 ALUM. AllOY, '1"= 0.040") @ RAFTER HANGER '\. 3" ,~ ASTM A-65J Fy=40 KSI @ STEEL CONNECTOR FOR WOOD COLUMN CONNECTION @ RAFTER de SIDEPLATES (jJ) HEADER (J006-H391 ALUM. ALLOY) (3006-H391 ALUM. ALLOY) ~ COLUMN (3006-H391 ALUM. ALLOY) rnCE UM. RAFTER @ LAmCE TO RAFTER CONN. ,Ii --f HEADER HEADER DET AIL MAXIMUM MAX FASTENTING 4-'8 SttIS -t ):" GAGE "'IND LOAD TRIB EACH RAFltR HANGER ,042 3' x 8' L1 90 MPH 6' 2-#8 SMS EACH BRKT. SEE TABLE ~"~ AT RIGHT. 15/16 3' x 8' PATIO 10' 3-#8 SMS EACH BRKT, ,036 3' x 8' L1 90 MPH 5' 2-#8 SMS EACH BRKT, BRACKEr USED W\2' X 6 1/2' RAFlERS BRACKEr USED W/3" X 8" IWlERS 3' x 8' PATIO 10' 4-#8 SMS EACH BRKT, @ RAFTER TO HEADER CONNECTION BRACKETS ,032 DBL 2 x 6 L11 90 MPH PATIO 10' 3-#8 SMS EACH BRKT, (6063- T5 ALUM. ALLOY, 't'=.060j .094 8' STEEL C L23 90 MPH 22' 2-#14 SMS EACH BRKT. 90 EXP C 10' 2-#14 SMS EACH BRKT. 114' x 4' LAG SCREW SEE TABLE a.5 COLUMN ANC4 FOR QUANTITY ALL 10 PSF USE 1 LAG PER STUD 16' OIC ALUM. RAFltR DATE REVISION DATE REVISION 2-'10Xl EACI1S1DE @ ALTERNATE RAFTER TO WALL CONN. ALT. SIMPSON SHOWN U~ PER I.C.B.O. E.S. EV. ,1258 IJi)Am("rlDlAI tI!'~1'IUIULu,Jr<<:. EngIneering Services 1140 All Pro DrIve Elkhart, IN 46514 ENGINEERS STAMP ICeo ES EVALUATION REPORT NO. ER-2621P COMPONENT PARIS '" CONNECTKlN DETAILS ~fART FOR PATIO '" COIINERCIAL LAmCE S1RUCTURES 97LTOl 1 OF 4 ;}Lj LTERNATE 2- 2")( 6 1/2" HEADERS IN PLACE OF 3")( 8" HEADER WITH POST & SIDEPLATES 3"X 3- POST SMS INTO BOXSEC11OII NOTE: USE PlASI1C PlUG TO RLL1/2" DIA. ACCfSS HOlfS USED MiEN .mACHING S.II.S. INTO ANOlHER BOX SEcnON IN/!lIICH THE SIIS LfNGIH WOUlD EXCEED 2 1 2. @ PlASTIC PLUG DETAIL 2- '14 SIIS EACASlDE J" X 8" HEADER o ALTERNATE 2-2- X 6 1/2- HEADERS 2- 2" X 6 1/2" SIOEPlAlES ONE EIal slilE OF COLUIIN 3'T ~3.00~ 0.72 ~1.5~j 0.72 r ~ ~0.93r;: ~ ;fl 0.~3 l.L 3.00 e-1~ J.O" .68 "(4) .125" RAD. (36) .062- RAD. (20) .187" RAD.( 16) G FLUTED COLUMN V (3- ALUM. 6063- T6) "t" = 0.062" UNLESS OTHERWISE NOTED r -l ~0.17 T (IN)= 0.024, 0.030, 0.040 (ALUM) . = 0.048 (STEEL) .Mll1f; COLUMNS MAY. BE llllMMED W/FlEX-' M..UM. FACING. Q 3" ALTERNATE COLUMN V (3003-H16 ALUM. ALLOY OR A-446 Fy=40 KSI STEEL) 0.37 0.72 "X J" COLUIIN ~ HEADER SPUCE DET~L I .188" 3.00", 4.00" 5.00- OR 6.00" lYP. G 3", 4", 5" OR 6" V STEEL COLUMN Fy=36 KSI DATE REVISION DATE REVISION Engineering ServIces 1140 All Pro Drive Elkhan. IN 46514 ICBO ES EVALUATION REPORT NO. ER-2621 P COMPONENT PAR1S o!< CONNECTION DETAILS FOR PAllO o!< COIIIIERCIAL LAT11CE STRUCl\JRES 97LT03 2 OF 4 Jj- 5,5' .575 2,35' ,048 x 3' x 3' STEEL POST L ,100' n- 2,5' j 5/16' BDl TS 'vi/I' DIA. x 3/32' THK. STL. 'vIASHER TO 8' STEEL 'C' BEAM SEE TABLE 8,4 COLUMN E4 FOR QUANTITY ~' ~ I 5/16' BOLTS SEE TABLE 8.3 CDlUMN 'W FOR QUANTITY Q ALTERNAlE 3" SQ. COLUMN CONNECTOR BRACKET 'Cl' (6063-T6 ALUM. ALLOY) DETAIL 3" X a" - 1 FOR ATTACHED STRUCTURES COLUMN TO WRAPPED 3" X a" X 12 GA. 'c' BEAM HEADER CONNECTIONS 3"X 8" BOX BEAM WRAP 3"X 8.X 12 GA, .C" BEAM G 3" X 12" X 12 GA. STL. 'c' BEAM 'e::J WRAP WI 3" X a" ALUM. BOX BEAM DAlE REVISION ~AmerimAI t!!IY~nuu.u,1lt:. KG NONE 2/8/2000 DAlE REVISION ICOO ES EVALUATION REPORT NO. ER-2621 P COMPONENT PARIS .. CONNECI1ON DErAILS ~~ FOR PAllO .. CONIIERCW.. LATTICE SlRUCTURES 97LT03 EngineerIng Service. 1140 All Pro Drlv_ EI_, IN 411514 3 OF 4 ~b 6" 3" 3" .036" OR .042" x 3" x 8" HEADER @ 70 &< 90 MPH WIND SPEED 2 #14 SMS EACH SIIlE 3")( 8" HEADER a" x 8" BOX BEAM HEADER ALUM. aH" BRACKET 3"X 3" ALUM. COLUMN 3 #14 SMS EACH SIDE DR 2 5/16' BOLTS 2 3/8' HlL TI KWIK BOLT n WI 2.5' EMBEDMENT I "X 6 1/2" ISIDEPLATES ALUM. FOOTING BRACKET FOOTING o ALUMINUM FOOTING BRACKET FOR CONNECTING POST TO CONC. SLAB OR FOOTING (6063- T6 ALUM. ALLOY) 3")( 3" POST COLUMN WI 'H' BRACKET 2- #14 SIIS EACA SIDE 3" X 8" HEADER 2- 2" X 6 1/2" S1DEPIATfS ONE EACH SIIlE OF COLUMN 2 #14 SMS EACH SIDE @ 3 #14 SMS EACH SmE 3 4114 SMS EACH SIDE 2")( 6 1/2" SIDEPLAl'Es COLUMN wi SIDEPLATES HEADER SPUCE MUST BE ON COLUMN "X 3" COWMN @ HEADER SPLICE DETAIL OU DATE I- 16" -l 12" -5 @ ALUMINUM 'H' BRACKET FOR CONNECTING COLUMN TO HEADER (6063-T6 ALUM. ALLOY) (USE ONLY FOR ATTMHD LA111CE PAllO SIRUC1\IIlE) @ SAFETY STAKE IN CONCRETE FOOTING REVISION DATE REVISION fil)Amet'iml\x CJJYim.m.cI.'IUJU;lIf,JIlI'. EngIneering ServIce. 1140 All Pro Drlve Elkhart, IN <46514 KG leBO ES EVALUATION REPORT NO. ER-2621 P OR PART COMPONENT PARTS a. CONNEC1lON DErAILS E FOR PAllO a. COMMERCIAL LAmcE SlRUCl\JRES 97LT04 4 OF 4 27 BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Couection-Notice , Job Located at 3- ~ C'~-:,- .: ,f,,; ,/ / _,J "J/" ""-j f I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: , . /1/1:' ["JI{' ! ' :~/,... ,/," , ,r ,'-;'};- ,.J < '" I ...,,' ~J 1'.:," '..... In - 4-/ 0 , , You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date 0/ ,,/ ' >._ ',' ,._:F,.-, .: / i ," (~'tt~ 'in'~ ~ ull~lIng Dept. DO NOT REMOVE THIS TAG FORM WR6.22 .^"^~,._... ._c,_._......'~__.,. _..._._,._..... ,._~. _....__,..,..,~_.."--.;.._A.,,....._. '.c"."~"_' _.. "__0 ...,....._ .-,~-.... ". ..._..._.'':~......... '" .-'-'",- -',. ,"_.. ,-,.....; ",.-,-"-.-.. ' DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAl: RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number. Date: 13505 2/28/02 Property Owner: BILL CLARK Property Address: 3505 HOLLAND ST Contractor License No, : 17887 Company: Pasterkamp Heating & Air Cond Phone: 421-1831 Phone IT, 1234 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 (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. Total: $2,867.00 $83.25 $0.00 $43.01 26.26 Construction Value: Permit Fee. Plan Review Fee: Use Tax' (OWNER)(CONTRACTOR) SIGNED DATE Use, Description: INSTALL 100,000 BTUH FURNACE & TSTAT BUILDING DEPARTMENT USE ONLY -- Approval: Zoning: SIC: Sq, Ft : --. Approval: 11I~~11 Approval: Occupancy: Walls: Roof: Stories: Residential Units, Electrical License No : 20602 Company: Miller Quality Contracting, Inc, Expiration Date: 2/28/03 Approval: OKlKS Plumbing License No : Company: Mechanical License No : Company, Expiration Date: Approval: Expiration Date' Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject 10 the laws of the Slate of Colorado B'ld \0 the 70'11'10 Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. 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 No work. of any manner shall be done that will change the natural flow of water causing a drainage problem Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before prace with successive phases of the job , ua ~o ape "t or the approval of drawings and specifications shall n.ot be construed to be a permit for, nor an approval of, any Violation of the pr sio 0 9 codes or any other ordmance, law. rule or regulation -' ~ Chief Buildin~spector (1) (2) (3) J7319 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 02/21/02 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Bill Clark Property Address: 3505 Holland St Wheatridge CO 80033 Contractor License No.: 17887 Company: Pasterkarnp Heating & Air Conditioning 1930 S Cherokee St Denver CO 80223 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 303-421-1831 Phone: 303-777-1234 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 r assume full responsibility for compliance with the Wheat Ridge Building Code (V.B.C.) and all other applicable Wheat Ridge ord~nce;, for work under this pe~it. (OWNER)(CONTRACTOR) SIGNED 4 / ,~ DATE ,9/?/;{"i Description: Install 100,000 BTUH furnace, coil & tstat Construction Value: 2867.00 Permit Fee: 83.25 Plan Review Fee: Use Tax: 43.01 Total: 126.26 BUILDING DEPARTMENT USE ONLY ZOiiiifi',\Coitlitlelits,' [:l ~.'~ .,~~.", '~'~""'~ ',.,....~ ......" Approval: Zoning: BUirdili9.1:Comrfie-lilS;1 _t' -,' .-' ~.. ~ ,.. Approval: e!!.~Iii:l\!l!j5i'~c:t!nrli'ie!its:l Approval: SIC: Sq, Ft: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: 20602 Company: Miller Quality Contracting Expiration Date: Approval: llEJ ItJ'laiis".s~!,~_ Plumbing License No : Company: Mechanical License No: 17887 Company: Pasterkarnp Heating & Air Condition Expiration Date: Approval: ..., IrPI":if ~R-'" ifel:!"""";' ~ '"., a JI""equ, ~ Expiration Date: Approval: 11 1~lllrl~~!,qllr~l!_ (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the Slate of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge. Colorado or any other applicable ordinances of the City. This permit shall expire it (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. _ , _. If this permit expires, a new permit may be acquired for a fee ot 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. No work of any manner shall be done that will change the natural flow of water causing a drainage problem, 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. 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. (1) (2) (3) Chief Building Inspector For Mayor THIS PERMITVAUD ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number' Date 13497 2/27/02 Property Owner: BILL CLARK Property Address: 3505 HOLLAND ST Contractor License No, : 20602 Company: Miller Quality Contracting, Inc, Phone: Phone: 829-5034 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee, Use Tax: $150.00 $23,50 $0.00 $2.25 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 responsibi "ty for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable t Ridge or ina 5, f r der this permit (OWNER)(CONTRACTOR) SIGNED Total $25.75 ATE Use, Description: FURNACE RECONNECT BUILDING DEPARTMENT USE ONLY - SIC Sq. Ft. Approval: Zoning: - ~~hUJ_I..t Approval: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : 20602 Company :Miller Quality Contracting, Inc, Expiration Date: 2/28/03 Approval: OKlKS Plumbing License No : Company: Mechanical License No . Company, Expiration Date: Approval: Expiration Date, Approval, (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws at the State at ColoraDo and to the b.llllll!:) Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. 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. 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. No work of any manner shall be done that will change the natural flow of water causing a drainage problem Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive wntten approval on Inspection card bela';:, proceediin 'th successive phases of the job The issu e. f~P. r i the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of. any violation of the provisl of e . g odes or any other ordinance, law, rule or regulatIon , ~- Chief Building InsPector (1) (2) (3) DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) APPLICATION &,'11 t!/bv1^;< . . 3sv)' J-h/I"~ 7'1-, ,,~O(f'();"I ' ( M/ft<< l1J.k f'.-mlrp-d')1. Building Permit Number: Date: Property Owner: Property Address: Contractor License No.: Company: Phone: Phone: 3.oJ-<j(,2'Y-,,)?:;:i3'f OWNER/CONTRACTOR SIGNATURE OF UNDERSfANDING AND AGREEMENT j.:-?lvV Construction Value: $ ov Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ I hereby certify that the setback distances proposed by this pennit 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 Wheat Ridge Ordinances, for work under this permit. / (OWNER)(CONTRACfOR): SIGNED ~n..vI. ; -!tt~ DAT&J-J7-0 2. Description: M'~ I..i.~ eJ- BUILDING DEPARTMENT USE ONLY SIC: Sq,Ft: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) (2) (3) 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. . 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. If this permit expires, a new pcrmit 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 have been or if sllspension or noandol1ment exceeds one (l) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty.fouI (24) hours in advance foraH inspections and shall receive written approval on inspection cerd before proceeding with successive phases of the job. 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. (4) (5) (6) Chief Building Inspector i" PUBLIC SERVICE COMPANY OF COLORADO 33384 'FORM (el 414-02-5147 " FLOOR APT,NO \ .' ')}0 <x t (:; WARNING THE CONDITION FOUNO, AS SHOWN BELOW, IS NOT IN COMPLIANCE WITH CURRENTLY ACCEPTEO PRACTICES ANO PROCEOURES ANO COULO CREATE A HAZARO, CORRECTIONS SHOULO BE MAOE BY A OUALlFIED CONTRACTOR, CONTACT YOUR LOCAL BUILOING DEPARTMENT FOR COOE ANO PERMIT REOUIREMENTS PRIOR TO PERFORMING REPAIR WORK, SPECIFY ~-~ '.........''"'' FOR FURTHER INFORMATION. PHONE: T1 E DATE :<-I~ / // " , DATE .._._______ ___~.c_~_,,_,_.. ~~~___ _-'--....~___._..,___....m_._-'"".,._.. _ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 95-1055 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 5/23/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner, W & D CLARK FAMILY TRUST THE Property Address: 3505 HOLLAND ST Phone: 421-1831 Contractor License No, : 18133 Company: Gas Tech, Inc, Phone: 424 8263 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Use Tax: $992,50 $25,00 $14.88 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.8.C.) and all other applicable W t Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE /1- ~s~S- Total: $39,88 Description: INSTALL GAS FIREPLACE INSERT BUILDING DEPARTMENT USE ONLY Approval, Zoning: Approval: Approval: Occupancy: Walls, Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: . m: -'~IIl_ Expiration Date: Approval: . '--'1 Expiration Date: Approval: II 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. 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. 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) yea~, full fees shall be paid for a new permit No work. of any manner shall be done that will change the natural flow of water causing a drainage problem. 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 ofthe/'ob. The issuance of a permit or the approval 0 . drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the ~ilding odes or an other o.fd~ance. law, rul or regulation '4J. 1 l Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION (1) (2) (3) (4) (5) (6) Ir~~] DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: B i It C 10.11" \(., Property Address: 35'O~- 110 1I000d 6+, Phone :hl;)'{-/<63l Contractor License No, : I 8/ ,3 3 Company: 6o-s Tec~ TV\G Phone: 4;). '-1-fS).,U '3 1 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Use Tax: f'1~,~o 02 ::; n:. It.( S ~ 37' S 6' I hereby certify that the setback distances proposed by this permrt application are accurate. and do not violate applicable ordinances, rules or regulatIons of the City of Wheat Ridge or covenants. easements or restnctions of record: that aU measurements shown. ana 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 (UB,C,) ano all other applicable Wh?'jt Ridge ordlnan~s, for work under In.. penn,!. (OWNER)(CONTRACTOR) SIGNED KOl'\... "\ N./Lor DATE :'r-.:;L.~-'1'1 , Descnption:iYl:s+aJIJ,()-l'\. of Gc-..6 :L1~er+ (6v-~plc<ce.) BUILDING DEPARTMENT USE ONLY Total: ~!.tJ '~I .,. Approval : Zoning: Plldlilll'.Cmii~~ Approval : PIJbI'~ltdS:-cmnnml1ll~ Approval: Occupancy. Walls: Roof: Stories: Residential Units: Plumbing License No : Company' Mechanical License No : Company: &cw Tech. .IV'-c.. Electrrcal License No , Company' Expiration Date: Approval: ~ (PJl'ns~u'reda Expiration Date: Approval: m .. P~. Requlred:~;l Expiration Date: Approval: .. fl"JlPlJJBJ'QuJrlRl.a (1) (2) (3) This permit was ISSUed In accoreJance Wlttl the prOVIsions set tortt'lln yopur application and IS Subject to tM laws of the State of Colorado and to the Zoning RegulationS and Building Code of VoIheat Ridge. Colorado or any omer applicable orQlnances of the City. This permit snail expire If (A) the WOIl( authonZed IS not commenc:ea WIU'lln SIXty (60) days from Issue date or (8) the building autnonzea is suspended or abandoned for a penoa of 120 dillYS. If this permit eXDlres. a new permit may De acquired tor a fee of one-half the amount normally reqUired. prOVided no CIlanges have been or will be made in the Original plans and Specifications and any suspensIOn or abandonment has not exceeaed one (1) year. If changes are made or If suspenSion or abandonment exceeds one t 1) year. full fees shall be paId tor a new permrt No war)( of any manner shall be done that will change the natural flow of water causing a drainage problem Contractor snail nollfy Ine BUilding Inspector twenty-lour (24) hOurs In advance tor all inspections and shall receive wntten approval on Inspectlon care before proceedung With successive pnases of the lob. The issuance of a permit or the approval of draWings and specifications shat! not be conSlrued to be a permit tor, nor an approval of, any vlolabon at the proVIsions of the bUilding COdes or any other ordinance. law. n,lie or regulation (4) (5) (6) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BYTHE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION