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HomeMy WebLinkAbout3100 Ward CourtProperty Address Permit Number Permit Issued Date The City of Wheat Ridge Third Party Form Check List '31©c) 1)cc,2Gr- Owner Information Property Owner Information Property Owner Address Inspector Information Inspection Company Inspector Name 1ao t) ct, ga c r- - Lots' LCA11-1 Inspector Contact info. _26 6 496'/2 '578-17, Inspector Statement and Acknowledgement ` I hearby acknowledge the roof I am inspecting is 6/12 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's recommendations and specifications. / Property Owner Statement of Acknowledgement *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat ge u'Iding ivision inspection. Propery Owner/Agent: Date: ( % ) This original document and permit fid, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 W. 29th Ave Wheat Ridge CO 80033 Draft Date: 7/26/17 Please add note to reverse side �N%4APass !!�� Pass �N/q Pail sem! P � Fail a� The City of W h inspection Check Mid-Ro - - - Notes 1/7SJ,C/ty of x ct/o 4/h h Affil eck Lig RI; Room t Fail c5' Pass r� t Imo, V Fail Vert ct4ral lb FNM/q pass QFa;I Flash'that �o f co/�o `.1 1f n S 9 f /770,e /fie ON as `/f nett✓ orr t ntS Q �� ss Q ali permit Sheathloo fand han 21a /A as Faii VAI f 01, /70f ag is 1n tva1ls Y /q P s Fail Cri k R/jp iptip Sta// pass Q VCarifi etS a17 5,�9 ij� fVel al�t. - � V/Aq Pam QFa �I e /i'J''l'V� -e f,� sdles h�� t FS�,v�— `�a QFFQIr Std ho f2 OPS t 0 ve boo hG?Gcj aass a,i Ver/ ash/fl 0,9/7i boot t Sa A F. n m N/A Q a l /c, fy S�,4 9 Sha/1 are da e �-- �N a �F a/7Q' Rper b0 fi a ass �Fai11f Veraerlay,� ter sh/e Jlo� fo J� 04 4 0!� rtrs pr Paas s � Fail Orip roOfSio is r�4s 2�irr /7e oilProf,a !�'ce - - - NSA N/A N % pass /q Nj /�, Pass � V tom, Pass V Pam / N/A 5�la Pass N/,� l/A O /� Pass J Pas s OFail Q Fail Fail ©r'Ae 9e folio atea f ,de V Fail Or/ped 9e ho // haVerArQ'0 �-'O y� jR f/ spa 90 4,& 9e S Ofd e r/n o rain G� /es roll hall b mend f l> o age 20 f 'roc e /71kell C1 F pat/oShan 2. /, f, she// ham a 11,n /7 ar, carpo S/ode,not y fas Aas e� � mss' opsit �kCep o -7,0 ,� ea 12'00 V Fail l Bobo �e r o�ltUmen, ®n three si o'etaohe ro0 fS o QFail �p�1� des with d9e,-e / �TOd 'roo roof ras en /On ? QS "PO r� • h n7rn cz- s/ S 96 1/, be(y &�t��e �0ro . )' 3� /h S/Qpe 1 f¢ o - des �,'0r �`catlp�sa/ia0f �A®� '� Sic the �sthVoraa ca min S/ Op S t� acYprress ® ani facrth t 1/4 r2 Fa;l 4116t,7/ eta/ af,2 l Rgf0s S�af n the /e�`eres /e��rn- fact �'�na �® �Vat/e� flash/a l �Otb� i�� for fnaf - Pass ods rib b /iris �. fiashi 9 Sha/1 tal/00, pecti �e a hil-//7 /th g s be 0/7 on �i at a fii halt the Fair mePjgs of 4" the ,riot li o f3/4 kte y � at"70 mat slope l�°S�5' ya ',t ii 9h s 0f ,, /a S/Q�es �� �nerate h Sectio s/ ®sh q$ f S roof 2 ana ona�rsha/Ire94/r�h �erya� , e4 bl.. i/ ""IM 7VM_* X02 ?JAb AkgoateVvs Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 403 Final Electrical Residential 317 Rough Mechanical Commercial 404 Final Electrical Commercial 318 Boiler/ urnace 406 Final Mechanical Commercial 319 Hot water tank 407 Final Plumbing Residential 320 Drywall screw and Nail 408 Final Plumbing Commercial 321 Moisture board / shower walls 410 Final Window/Door 322 Rough Grading 411 Landscape/Park/Planning 323 Miscellaneous 412 Row/Drainage/Public Works 413 Flood plain Inspection Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning Inspections from these entities shall be requested one week in advance. For landscaping and parking inspections please call 303-235-2846 For ROW and drainage inspections please call 303-235-2861 For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works 413 Flood plain Inspection 414 Fire Insp. / Fire Protection 415 Public Works Final 416 Storm Water Mgmt. 417 Zoning Final Inspection 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. Cc] ZY-0 --I S 10 0 tA)a-v�P Cf PERMIT: ADDRESS:, JOB CODE: INSPECTION RECORD Inspection online rm: http://www.ci.wheatridge.co.us/inspection Cancellations must be submit via the�-online form b9fw&,&a-tb6Aay-of the-ineection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 1AXEs 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. 1AXEs 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 1AXEs 303 Roof Sheathing 304 Sheer Inspection 30 ion 06 Mid -Roof TSth / 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 Property Address Permit Number Permit Issued Date The City of Wheat Ridge Third Party Form Check List 3100 t ) G Owner Information Property Owner Information Property Owner Address Inspector Information Inspection Company Inspector Name C -a 41 VV 70 3 d trd t.-) ccgd c r- - L oto ' L(�_ Inspector Contact info. -76 d /D Cj,�;7_l Inspector Statement and Acknowledgement ` I hearby acknowledge the roof I am inspecting is 6/12 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's recommendations and specifications. Property Owner Statement of Acknowledgement *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat ge u"Iding ivision inspection. Propery Owner/Agent: Date: This original document and permit d, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 W. 29th Ave Wheat Ridge CO 80033 Draft Date: 7/26/17 Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Mid -Roof Roof inspection ❑ N/A ❑ Pass ❑ Fail 'Jpli/A Pass ❑ Fail Structural roof components ❑ N/A %Pass F-1FailVerify that no more than 2 layers of shingles exist ❑ N/A 0 Pass ❑ Fail Flashing for roof and walls ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) ?-NA ❑ Pass ❑ Fail Verify sheathing nail pattern (See Policy & Procedures) ❑ N/A ;3—Pass ❑ Fail Crickets and saddles where needed ❑ N/A P�-Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A (Pass ❑ Fail Verify vent caps ❑ N/A OPass ❑ Fail Verify no flashings are damaged or rusted ,J?l_N/A ❑ Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle Z /A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A ass ❑ Fail Ice and water shield Z in heated wall spaces ❑ N/A Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A ,FPass ❑ Fail Verify roof slope for proper drainage ❑ N/A EL Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A ,Pass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A ,Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC �' - /A ❑ Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope N/A ❑ Pass ❑ Fail Above roof insulation R-25 N/A ❑ Pass ❑ Fail Below roof residential R-38 N/A ❑ Pass ❑ Fail Below roof commercial R-32 N/A ❑ Pass EJ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Reguirernenfs N/A ❑ Pass [] Fail Metal roof shingles shall not be installed on slope less 3:12 N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof N/A ❑ Pass ❑ Fail Metal valley flashing shall extend a min of 8" f centerline with a min. of 3/4 `° high splash dive rib built-in at the flow line with sections overla a min. of 4° Tile Roofs Requirements N/A ❑ Pass ❑ Fail Clay and concrete the shall have a min. 2-1/- Slopes 4:12 and under require double unded a The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes k, i L ,mac kr_� x Company Name: Inspector signature: Date of Inspection: 2 _ The City of Wheat Ridge Inspection Check List notes Final Roof Roof Inspection ❑ N/A ❑ Pass ❑ Fail ❑ N/A X—Pass ❑ Fail Structural roof components ❑ N/A lf3ass ❑ Fail Verify that no more than 2 layers of shingles exist �j N/A A Pass ❑ Fait Flashing for roof and walls Q Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) N/A ❑ Pass ❑ Fail Verify sheathing nail pattern (See Policy & Procedures) N/A Pass ❑ Fail Crickets and saddles where needed Q N/A O -Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A V= Pass ❑ Fail Verify vent caps /A � -Pass ❑ Fail Verify no flashings are damaged or rusted /A ❑ Pass Q Fair Step flashing shall be min. of 4x4 piece per shingle E�N/A Q Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ NIA Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A 'Pass ❑ Fait Dripedge shall have min of 2" overlap Q N/A ZFPISS Q Fail Dripedge should extend down min 2" past roof deck ❑ WA Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC N/a Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope; Exception: detached garages, patios, carports, open on three sides with min. slope of 1:12 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1[4:12 slope N/A ❑ Pass ❑ Fail Above roof insulation R-25 N/A ❑ Pass ❑ Fail Below roof residential R-38 N/A ❑ Pass ❑ Fail Below roof commercial R-32 N/A ❑ Pass ❑ Fait Modified Bitumen, EPDM, TPO min slope 114:12 slope must be installed in accordance with the manufacturer's specifications - Must have manufacturer's leiter of warranty with the address on the letter for final inspection Metal Roof Shingles Reguirements N/A ❑ Pass ❑ Fail Metal roof shingles small not be installed on slope less 3:12 N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof N/A Q Pass ❑ Fait Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Reguirernents N/A ❑ Pass ❑ Fail Clay and concrete the shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment 0/ The City of Wheat Ridge Inspection Check List notes Final Roof Notes 0 Company Name: Inspector signature: Date of Irnspection. City of Wheat Ridge � r "( Residential Roofing PERMIT - 201708074 PERMIT NO: 201708074 ISSUED: 10/06/2017 JOB ADDRESS: 3100 Ward CT EXPIRES: 10/06/2018 JOB DESCRIPTION: Residential Re -roof to install OC asphalt shingles - 26 sq Pitch = 6/12 (3rd party inspector required) *** CONTACTS *** OWNER (720)333-3268 HAMMOND SCOTT R SUB (303)378-7959 Jeff Aguon 022298 J.A. Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,237.00 FEES Total Valuation 0.00 Use Tax 214.98 Permit Fee 220.15 ** TOTAL ** 435.13 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. ► ° City of Wheat Ridge Residential Roofing PERMIT - 201708074 PERMIT NO: 201708074 ISSUED: 10/06/2017 JOB ADDRESS: 3100 Ward CT EXPIRES: 10/06/2018 JOB DESCRIPTION: Residential Re -roof to install OC asphalt shingles - 26 sq Pitch = 6/12 (3rd party inspector required) "b y 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 alI entities named within this document as parties to the work to be perto ie anal thax all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. l 0 — iQ ,.._ Signat# o f -O R or 6bNTRACTO0I (Circle one) Date I. This permit w s 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, po icies 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 maybe subject to a fee equal to one-half of the original permitfee. 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 an manner shall be performed that shall results in a changeof 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, an violation of any provision of any applicab eSode or any ordinance or regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. CONTRACT JA ROOFING, INC. Signed On: 10726 West Berry Drive, Littleton, CO 80127 303-378-7959 (Phone) and 303-932-7637 (Fax) Printed On: Email: j.a.roofrnginc@live.com Submitted To: Ysa Hammond Job Address 3100 Ward Rd. Job Name: Wheatridge Co Home Phone: 720-333-3268 Work Phone: We hereby submit specifications and estimates for Reroof : Tear -off 1 layer comp. shing -les. Install new 2x2 metal dripedge at eves and raks Install ice&water at eves and dryin with 151b feit,Install all new pipejacks and vents Install new 30yr Owens corning Shingles and ridge.Seal as needed. Furnish Permit: Install roof to meet all building codes Clean and haul away all diber from work. Supply Customer with Syr workmanship waranty. Additional Charge if you want skylights replaced $1,924.00 We purpose to furnish materials and labor, complete In accordance with above specifications, for the sum or: $ 10 , 237.00 JA Roofing guarantees that all materials will be specified above. JA Roofing will perform this part of the contract in a manner consistent with industry standards. Performance by JA Roofing is subject to strikes, accidents and other delays beyond control of JA Roofing. JA Roofing carries Public Liability Insurance. Three days after acceptance, if canceled, customer must pay for any restocking charges, permit fees, and any other costs that JA Roofing has incurred from the acceptance of this proposal. The undersigned agrees to be liable for the reasonable additional costs incurred for this request for a change in the above specifica- tions, and that JA Roofing will be bound by such a change in specifications only if it is in writing. Owner to carry fire, tornado and other appropriate casualty insurance. The undersigned assumes responsibility to verify accepted shingle types and colors with any commu- nity covenants that may exist. All payments to be made as stated above. The undersigned agrees to pay at the rate of one and one (1 112%) percent per month from the date due any unpaid portion of the contract price. Due date is defined as the date the roof is installed or repaired. If payment is to be made at closing, and closing, does not occur, payment is due within 72 hours of the original closing date. Also, the undersigned agrees to be liable for all costs of collection, including the cost of perfecting a mechanics lien, court costs and reasonable attorney's fees and one and one half percent (i 112%) per month interest on all costs of collection. JA Roofing is not responsible for damage inside the building due to normal work activity during installation. This contract has been read and is understood by both parties. This contract may be withdrawn by JA Roofing if not accepted within 10 days. V Authorized Signature: �, ; ti.. r Jeff Augon J President, JA Roofing Customer Signature: i %�{�Uy'6 Date of Acceptance: Printed Name: -Y -- �A 4 �` /t 11At4t Dane Lovett From: no -reply@ ci.wheatridge.co.us Sent: Tuesday, October 3, 2017 9:37 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed 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 EC''"' REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes 6 Ir residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 3100 Ward Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Ysa Hammond 720-333-3268 1 121 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Field not completed. Yes Attach Copy of Executed 3100 ward rd.pdf Contract CONTRACTOR INFORMATION Contractor Business j.a. roofing inc Name Contractor's License 022298 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-378-7959 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 10726 w. Berry Dr. Littleton Co. 80127 (Primary address of your business) Contractor Email Address j.a.roofinginc@live.com Retype Contractor Email j.a.roofinginc@live.com Address DESCRIPTION OF WORK TOTAL SQUARES of 26sq tear -off 1 layer comp Install Owens Corning 30yr Storm the entire scope of work: - Shingles Project Value (contract $10,237.00 value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or No Pitched roof (2:12 pitch or greater) 122 both? (check all that apply) What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 6/12 all 26sq Owens Corning Storm Shingles Asphalt house SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to 123 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 jeff aguon Email not displaying correctly? View it in your browser. 124 Stipulations: Repair Rafters, Drywall and Roofing Due to Failing Rafters. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Owner: HAMMOND SCOTT R 3100 WARD CT WHEAT RIDGE CO 80215-653* Contractor: For the Following Purpose: Residential Roofing C Editions NO change shall be made in the USE of ��2012 ICC/2014 NEC this building without prior notice — 2006 ICC/2011 NEC and a new Certificate Of Completion — 2006 ICC/2005 NEC from the City of Wheat Ridge. --Z—oninag Adi �3-nis�trator CERTIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES MOM , Complete all information no BOTH sides of this form Property 4d i�7i+ aW L r, .° A , a Buil !III! � « � \ / � f \ � � � � « � \ / � f \ � � � ------------------------------ I 4'-5 112' 4 ° — 112" 4' -5 114" I SHEET: 2 OF: 3 tol 75 m *S SHEET: 2 OF: 3 MISUAMMSEM i :i A 1 : r • r r .. ♦ SHEET: 3 OF: \-112" D14. TENSION CABLE OR 112' DIA. ALL-THREAD \-GABLE OR ROD CAN BE WRAPPED 112" DIA. TENSION CABLE OR 112 DIA, ALL -THR -i WITH TURN - BUCKLE ATTACHMENTS, FASTENED TO EACH WITH A WOOD ENCASEMENT SYSTEM, WITH TURN - BUCKLE ATTACHMENTS, FASTENED TO EACH REINFORCEDI'SISTERED RAFTER WITH (2) 112" Okk BY OTHER, AS PER HOMEOWNER'S REINFORCEDISISTERED RAFTER WITH (2) 112" DR H EQUALLY SPACED THRU BOLTS TO PREVENT FURTHER OPTION EQUALLY SPACED THRU BOLTS TO PREVENT FURTHER OUTWARD THRUST OF ROOF SYSTEM AND DISCONNECT OUTWARD THRUST OF ROOF SYSTEM AND DISCONNECT BETWEEN TOP OF WALL AND CEILING BETWEEN TOP OF WALL AND CEILING COLUMN SUPPORTS AT FRONT PORCH AREA TO BE REPLACED TO SUPPORT THE ROOF FR4M OVER THE FRONT WALL OF HOME REAR WALL OF HOME PORCH AREA ♦1tl1♦ }} y ## ..., '.t,y a� ! r r �t jv � g F;';j SHEET: 3 OF: H ♦1tl1♦ ey SHEET: 3 OF: 4 CITY OF WHEAT RIDGE Building Inspection Divisio w r e -(303) 7- Fax Inspection Type: L Job Address: LIW 12L& k 2 Permit Number:. No one available for inspection: Time AM/PM Inspection <. Permit 0710 • Property Address:,-,,.,&42 2z ProI please I Owner Property,Owner,Emall: 3���� ArchiteellEngineer E-mail* Phone:--,-- contractor: . ....... . .. Contrictci " ''c �1, nsio* W., ity Phone. 79 1 �Z Ca,vtF,ow Email - -- ------- - Complete aH information on BOTH sides of this form ZOOO/TOOOZ YVA VZ:TT tTOZ/TT/90 CITY OF Building # !? • s . s Inspection Type: c • Address: No one available for inspection: Time-L- A4im corrowons na rc .re r r: t .,. Inspector, * ` 4 4 1 CITY OF WH TRIDG\ Building Inspection Division y 2 24 Inspeofi w» } »235 Off .a » 23 F Inspection Ty e : > Job Address » »' 6V&<-.< ^ .o< e, Z 4 All, Building Permit Application Property Address.' P roperty Owner (please print). Phone: Property Owner t� till. s •r. s � • •w "ss Complete all information o BOTH sides of this form Building Division io sm Date: Plan # Permit Address: City, State, Zip: JI Lfflm= N= mmuz= Phone: Mechanical: City License # 1 �e " )0 / 0, c'-- Squarea BTU's Stt I LA! - Gallons 9..� Y3 . . . . . . . . . . . DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 8010 )3UILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 10/21/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 3100 WARD CT Contractor License No. : Phone: 3032336841 Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are accurate, and do not violate applieable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restridions of record; that all measurements shown, and allegations made are accurete; that 1 have read and agree to abide by all conditions printed on this application, and that 1 assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W-leat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNF(d4rzA+sO1 DATE 2G % i Description : Patio enclosure Construction Value : $4,005.00 Permit Fee : $88.00 Plan Review Fee : $0.00 Use Tax : $100.13 Totai : $188.13 Use: Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (1) This permitwas issued in accordance with [he provisions set forth in yopur applica[ion and is subjed to the laws of the State of Coloretlo and to the Zoning Regulatlons and Builtling Code of Wheat Ridge, Coloredo or any other applicable ordinances ot the City. (2) This pertnit shall ezpire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorizetl is suspended or abendoned for a penod of 120 days. (3) If MIS penit expires, a new penit may be acquired for a fee of one-half the amount normally required, providetl no changes have been or will be matle in [he onginal plans anC spaufications and any suspension or abandonment has not exceeded one (1) year. If changes are matle or if suspension or abandonment exceeds one (i) year, full fees shall be paid for a new permit. (4) No vrork ol any manner shall be done that will change the natural Flow of water causing a dreinage problem. (5) Contractor shall notify the Building Inspector twenry-four (24) hours in advance for all inspections and shall receive written approval on inspection cartl before proceediing with successive phases of the job. (e) The isauance of a penit orthe approval of tlrawings and specifcations shall not be wnstrued to be a pertnit for, nor an approval ot, any violation of ihe provisions ofJhe building codes y any other ordinance, law, rule or regulation. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 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: , S%Ei-)M i LCE-/~ PropertyAddress:,5%UD WAp D C7~- 6• BUZiS Phone: 2 3~- 6~`rl Contractor License No. ~ . Company : 46LYIIE A 1cJNC~2 Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING ANO AGREEMENT Construction Value :~11DGl6.QO I hereby certify that the setback distances proposed by this permit application are accurete, PefRllt FB0 : and do not violate appiicable ordinances, niles or regulations of the Ciry of Wheat Ridge or covenants, easements or restridions of reeord; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all condkions pnnted on lhis US0 TaX : application, and that I assume full responsibiliry for wmpl' n wBh the Wheat Ridge Building Code (U.B.C.) and all other applicae Whe Rid e ordi s, for work und r this permiL TOtaI : $0.00 (OWNER)(CONTRACTOR) SIG D U52 : Description 6' . . . . . . . I . BUILDING DEPARTMENT USE ONLY 3I~ Sq. Ft1s APProvai : A o6tx.'~' Zoning: Elra~ JQ Orn 10"Z-0- ~ j :j ~rr 7 6 498 ii Approval: Approval: Occupancy : Walls Electrical License No : Company: Expiration Date : Approval: Roof : Stories : Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Approval: Expiration Date : Approval: (1) This pertnil was Issued in accoidance vnth Na provisians sel PorN in yopur aD71iw6on and is suqect to the laws of the State ot CobnCa and to the Zoniig Regulatlans aM Buildiriy CoCe ol Wheat Ridge, Colorado a any oNer applicable ordinances ol the Ciry. (2) Thia pertril shall expire il (A) the work auNOrized is nol commenceC wiNin sizry (60) Oays Irom iuue Eate or (8) the buildirp auUqrized is suspended or abanEane0lof a peAOA o( 720 days. (3) Il lnis pertrYl ezpires, a new pertnd may be ecquire0 for a Ice W wne-half the amount normalty reGUired. provided no changes have been a wdl be ma0e in the original plans and speafications and any suspensian a abandonment has nut ezceedeE one (1) year. II Uanges are maCe a A suspension a aEaiMoomeal exceeGs one (7) year, full lees shall be paiE lor a new pertnit. (4) No work ol any manner shall be done Ihat will Uange the naWral Ilow ol water wusing a dreinage problem. (5) ConUaclM shall rw0y the BuilOing InspeUOr twenry-lour (24) Iwurs in advance fw all inspecUOns anA shall receive written approval on InspMiaf prtl Defore proceediinq wiN successiveph axa of Uxp' b. (6) The issua~.~ 1 a pemiil w ihe approvel o( drzwings and specif~~aGons zhall rwt Oe conswed to 6e a pemut la, nor an approral ol. arry vblaGon o/ Ux provislons . of the 6' i~MEes ot anY ofMf aEinance, Ww. Nle or repuWbon. nspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION . _ . _ _ ~ _ _ _ _ w _ _V . ~ _ . ~ _ _ ~i _ . _ . . . . . . . . J J . . _ ~ O . . . . . . . . . ~ . ~ ~ _ . . . . . . . . . . . . ^ ~ ~ . ~4 . . 1 . ~ . . ~ Q _ . . . . . . . . . . . . N ~ . ~ . . . . . . . . . . ~ m ~ c _ ~ °a_ ~ _ . . _ _ a c ~ j ~ W y . . . . . . . . . _ . . . . "3 . ~ ~ ~ ~ ~ _ 7 3 _ ~ _ ~ ~ _ ~ ~ oo T Z - 3 _ ~ or ~ _ d 3 ~ ~ E- ~ . ~ ~ r~ 7 : F . . . Vl ~ _ .N. . . . . . . . _ . . . . . . . . . . . . . . ~ ~ . _ . . ` .q U 1 \ ~ 3 ~ ~ ~ 8 ~ 3 _ IM►ltOVEMENT LOCATION CERTIFICATE AAT%L Carroll &Lange e eCALsS 20' aos woS 18cLd. 185 Soulh UniOn BNd., Suke 156 eian Booa rog U*ewood `.olorado 80226 DRAUN sY s IV r M 303/9e04p200 w►ra uuMS 11-3 -9'1 PROP6R?Y DESCRSPTIONSlel (e. block'f/ NIUI,E GIC6'(~YILI.AG~, • ate.i Pins Blocks 2 ihrcuqh Ic i.Wgc tr wi . c:o.... ii%sF Oar~iOn dr +ht Norlfi V-2 pF vam , M.e.i ci.c. W.141 4, AJE, sid j rtt ko said Qroper4j ~ asouilury o+oPar Iinc. ~~-C) t c~rtl,f lhaC thi• Sapsovu~nt location certificate vas proparod !or atm t eV-_, that tAi• 1n not a land suzvey plat oz iwprovomnt survoy p a, • ! s eot to ba reliod upon for the •stabllshNnt of loncs, butldAq or other lutur* SmprovWnt lines. I lurthoz oortiL that tho SapzovemenCs on the above deserit»d parcel on ehi• daCe, . "cept utillty eonnecllonm, are entirely vithin the boundar es o • paroel exeept as shovn, that tAere are no enezoaclwat• upon the desoriWd prmiaes by laprovuents on any ad o r~ais~• exce t•• indlaateA, and that tMZe 1■ no apparont 4pvid nt crosoinq os burdenlaq anY Fart of said parcsl , By \ • Do1e 28288 l NOM: ALL FfizC^5 AQE WoOD IIAtLUh 0(MWKoC HOMED. YJQ2D CDoR'f vo• f~nw II ' . ftecorded at_S...C._:..b_~.o'clock.~ 1G,~- "~7'1962 . _.....M.. .yl Reception No.13.9.~.e~~.I-.-Up &fJB_rBI..Y!L._NEWTON......... Recorder. 8(l THIS DEED.asaaetbta 18th aayot December lw , in the year of our Lord one thousand nine hundred and between - Sam NlcPiorrine of the County of Je f f e r s o n and state of Colorado, of the firat part, and FILING 6TAMP Albert C. ateinmiller an(i Velma L. Steinmiller of the ~ County of Je f f 2 P S Ori and State of Colorado, of the second part: WITNESSETH, that the esid parE9 of the first part, for and in conaideration of the sum of -----'Pen and no/1(10------ DOLLARS end other good and valuable conaideratione to the eaid party of the first part in hand paid by the eaid parties of the aecond part, the receipt whereoY is hereby confessed snd acknowledged, haa granted, bargained, eold and conveyed, and by these presenta dces grant, bargain, sell, conve9 and confirm unto the eaid parties of aecond part, their Leira and seaigns forever, not in tenancy in comman but in joint tenancy, all the following described lot or parcel of land, aituate, lying and being in the County of and State of Colorado, to-wit: Lot 6, F37.ock 'J, T1Al'LP GROVf' VILLIG!~1 Illoci_c> ? throuF;h 101 toa;ether ,II that portion oC Y,tze TdorLtti one-half of vacateri !,,'est 31st hvemze acl:join9n7 said propert,y o,n i;he douth, accor9in7 to the recorded plat thereof, TOGETHER with a11 and singulxr the hereditaments and appurtenancea thereunto belonging, or in anywise appertaining and the reversion and reveraions, remainder and remainders, rents, issues and profits thereof; and all the estate, right, title, intereet, claim and demand whateoever of the said party of the firet part, either in law or equity, of, in and to the sbove bargained premiaes, with tha hereditaments and appurtenancea. TO HAVE AND TO HOLD the asid premisea above bargained and described, with the appuxtenancea, unto the eaid partiea of the eecond part, their heire and asaigne forever. And the eaid party of the first part, ior himself, his heira, executora, and adminietratore, doea covenant, grant, bargain and agree to and with the eaid parties of the second part, their Leire and aseigne, that at the tiime of the ensealing and delivery of these presents, he ie well seized of the premisee above conveyed, as of good, sure, per4ect, absolute and indefeasible estate of inheritance, in law, in 4ee eimple, and bsa good right, full power and ]awtul authority to grant, bargain, sell and convey the eame in manner end form aforesaid, and that the same are free and clear from all former and other granta, bsrgaina, salea, liena, taxes, assesaments and incumbrances of whatever kind or nature aoever, and the above bargained premisea in the quiet and peaceable posseeaion of the said partiee of the aecond part, the survivor o1 them, their asaigna and the heixa and assigna of euch eurvivor, againat all and every peraon or peraons lawfully claiming or to claim the whole or any Pert thereof, the said party of the firat part shall and wtll WARRANT AND FOREVER DEFEND. The eingular number ehsll include the plural, the lural the singular, and the vae of any gender ehell be applicable to sll Bendere. IN WITNES$ WHEREOF the said partY of the first part has r urt+ "set his ~and and seal the day end year i;,,,t above written. , Signed, 3ealed and Delivered in the Preaence of [SEAL] STATE OF COLORADO, County of Je f f e r s on NfV!il; ppnt was acknowledged before me this A:01~' r i n e n~ ,~t'~r~sfh;y Co e:;;,ires t.4ar. II, 1965 ,~~.Y. . , Q 1£3th a8y of December 1961. , 18 . Witness my hand and o#ficiel eeal. ~ Notaq Pu lbic. Na 921A. WAR8AN7'Y D6ED.-To Join! Tevsnb. ~-brud[otd•Hohloeon PrintluQ Compens. 183148 Stout Street. Denvey Coloredo 4t by natural Denon oi pereone Lere lnaert name or namea; 11 by pereqP ~c ting 1n ~p,peieatel,Pt~~r of~LCby offlcerto[ cor~ ettorney-in-fact, then inaert nama o[ perdonan executor, stytarney-In-factA,r„dlhe~CRpMy~~o 611K1ce26 ot'eUt~h corporadon, rteming it-BtaEUtory Aok+io%ledymext BSec 118 8~1 Colorado ,Revleed 9tatutea 1969eeidant or otei w 4 ~ w ~ w m f ~ a ~ 5' g : y O f 'G4a 9 ; ~ ~ O l~ p lll ~ t:j a w O . M C '.A I :n O ~ d ~ ~I V " CD w` ~ ~ o ~ i ~ S N 1n ~ Jf 'g 4~ rA. y~y 95' S OS" C rYP ~ Q O- P f.2o" A50' T u5". _ 3.02rr vY O ,r TYP ~ .IBO~, TCn° 5 I I l N C 10-1 75°.B2" O o .0 090' b rrP or, MqT/NCy °N° \i/ IJNIVE2 SAL I~H° \•'l TOP TRACK \JJ BOTTOM TRACK ~`tJ WALL CHANNEL \ J DOOR JAMB x w/NOOW JAMB CORNER POST 08 C7ENERAL NOTES ¢y SPEC/F/C.9TlO/JS OV RHANp 24~NAX L~ BEAR/NG LOPE PER L~ PAT/O COVER (By OTHERSJ TO BE OESICyNEO CO6N2E0 £RE POR ,ENC LOS RE W%TH SEE GENERAL NOTE S7 FOR REW/RED OPEN AREA 2¢"MAX . BEAR/NC- 9YETEM ENCLOSURE L/M/TED TO RECREATION qNO / THIS SYSTEM IS OOR L/V/NG PURPOSES O, OR /9 NOT TO BE USED OUTD AS A CARPORT, GARAGE/ STORASEAGE OR FW BIT/j To ROOM. PAT/O COVER ALQUIREMENT /G MAX. /THCLIT 5~/PPoRT/NG PAT/O COVER PosrS ENO ELEVATION E~/ALUAT/ON x/¢METAL OACKEO REPORT REC06NlZED NEOPRENE WAEHERE. ALUM/NUMPATIO SMS. G Co°q MA%. WITHOUT _POSTED 2-~G SMS E9 S/OE °N')OR " °(4~ER R'VETS W TOP/OE 7AACk D/RE TITY 3 Q W OVER MATE. H 9 II lB J m TOP I BOTTOM W TRACK SHALL W BEAR F/RMLY ON N MATE. "H/ PR/OR TO INSTALLATION P OF FASTENERS Z CW d, 9 00 I 32 x 2~ E2 32 0¢ XD LLK 0 CONGRET ANCHOR ~P.~ 2, 3°M 9 II lB 1 FROM EA. SIDE < (b MATED °H' (2 PER PANEL) ~k ~I 2 WASHER ~ 0Y rU 2 E /O TO MTEO ¢ FFl/ PER I H%OR %O°~ °POP R/VE75 EXIST GONG, e ll, N SLAB /N GOOD m 2 CO/NOITION N 1 g' .395' N YOYP Fi - L, BOTTOM TRACK 5TND $ Z EPL/cE B"M/N/MUM FROM VERT/GAL MULL/ON FRONT ELEVAT/ON SECTION 2 1N19 ENCLOSURE SYSTEM IS TD BE /NSTALLEO UNDER ANY ALUM/NUM PAT/~ COVER wy/CH /STHEREOOEN2E0✓<FOR ENGLOEURE PER CHAPTER 49(APPENO/X)OF UN/FORM B[//LO//.Ir CODE /"'EVALUATION REPORY) of .ES/GN LOADS SEE TABLES FOR DE9/cvN LOADS. 4 FASTENERS "POP" R/VETS wHERE SHOWN SHALL BE 5056 ALUM/NUM R/VET W/TH G.QBON STEEL PLA/l'EO MANDREL A9 MANUFACTURED BY THE U.9 M. CORP SHEET METAL SCREWS SHALL BE 5/ZEE SHOWN AND SHALL BE 9TAlNLESE STEEL CAOMILIM PLAYED, CygLVAN/ZED STEEL OR Q029-T4AL UM/h/UM. (j ALL STRUCTURAL COMPONENTS OF TN5 ENCLOSURE SYSTEM UM A (~OGEJTTCa UNLESS SPEC/F/GALOLY SHOWN OTHEKW/EL9EEMPER CO. THE SOLD WALL. PANELS SHOWN SHALL COMPLY WITH AN EvALUAT/ON REPORT CURKEN]ZY REGC~N/2E0 /.G. .O EVALUAT/QV SERVICE /NC. ALL EXTERIOR PORT/ONS OF THE /NTR~S/ON sNAALCE BE yFULLYECAULIeEOT TO WATER Z WHERE ENCLOSURE IS REjU/REEEAAD TO BE LEFT OPEN PER LONGSA WALL) GAN090NE A00/T/ON.9LARKNLL 9HALLEBEA MW/MUM OF 05NGNE5 OF EACH W.9LLE MEA 9r REO F,//QJJOM THEM/FLO~ORE~ R MO ABLEOT29NS/°ARENT FOR 7RA~E[JOENT I°LQA¢0Tl COT MORE THAN ~6 OF AN /NCH /N TH/cKNE55), O AFFYXEOCA~SU/F/ AT/ONHTA~ GA/ /v NO TFfE NAMED ADORE SS OF THE MANUFACTURER ,DES/GN LOAD'~i AL EVALLHT/ON REPORT NUMBER, 9. THE BEARING-+ SYSTEM MULL/INS HANE BEEN DESIGNED FOR LOAD COMINgT/INS AS OtSIONATE. ~ /N CHAPTER 23 OF THE UNIFORM BUILDING CODE, ,,"I OF THE SHORTER WALLS OF THIS ENCLOSURE MAY BE THE REQV/REMENlS OF /NOTE SNO.~ AKWALL E M~ 5'OE SL/./NO TEMPERED IX_ASS DOORS MAY ALA BE INSTALLED /N THIS WALL SIDE SL/./NG DOORS WITH PATH/CK MAXIMUMJPL/rETIC 5AFORESLETSL/OING/DOOR JAMB REQU%~MEM1/T5. SEE pETA/L ALL bTEEL IN CONTACT W?H AL(/M/NIIM SHALL BE NOT Q'P C-ALVANIZED OR ELEOTR04LATE0. ALUMINUM WCAVrACT WITH WOOD, GONGREYE OR MASONRY SHALL BE G/VEN AHFAVY G04T OF UN-TH/NNE. ALKALI-REEIETANT B/TUMINOUE PA/NT PEA US. M/LITARY SPEC. M/L-P-~B 9. P/LOT HOLES USED WHEN ATTAGy/NG AL UMI.VUM /°Aft75 70 STEEL P007S SHALL BE F/ELI PfVNTEO W/TH /-COAT Q° SING CHRO1497E PRIMER. l/j. THE coNCRETE ANCHORS SHALL BE STW RAMEET~RE. y6nP ~0~lSL1~4. MHO ANCHOR O/AMETE 35 . ~~OLT O/AMETEK (q ~6Ya ~ a yF TYPICAL FLOOR PLAN BEARIhIG SYSTEM L°J SECTION \LJ EX/ST/NEB RESIDENCE. NON- BEARING SYSTEM ~B~ TABLE °A/"-GEAR/NCy SYSTEM MULLIONS- SEE 'ECTIO/./ n /O"1gl L/VE LOAD, -70M,-14 W/NO SPEED 20"/y SNOU/ LOAD, 7o MP. H W/NO SPEED 20+6/6 SNOW LOAO, °O MP.K WIND SPEEO MAx/MUM MULL/ON MAK/MUM MULL/ON MAX/MUM PATIO COVER D/ME15/ONE MAXIMUM MULL/ON MAX/MUM MULL/ON MAXIMUM PATIO COVER O/HENS/ONS MAX/MUM Mc/LLION MAXIMLM HELLION MAX/MUM PAT/O GOVEF2 O/HENS/ONS SPACING HEIGHT ROJECT/ OJERHANC SPAC/NG HE/GHT ROJECT/ON CVERHANF7 SPAC/NG HEIGHT ROJECTION OvERNANC> 20L0" 40°°k Ao, 20'-O" /Lm" 4 " L " /2'-OU /r Cun " 48 °6 7-0° /2r Oa Il_mn / 201-0" /'L O" B % 9 G 12L0° /LO° l2EG" ILO" QOI-O" 0-G' LG° l3'O" OLD, 4 = ' 201-Od /L O" " x E /G'_On l,m^ 42°°4 BLO° /0L01 ILG, Q . II G 20'-On /r-O' 42 9 4 l-l'-O. 1r On 20'-0" O1-m° n'-m,r OLCo^ 17Lmx Olpx 2'-O". 2010, OLD' 201_0" 2L0" 20LO" /'_m^ 201_0„ /,01 3G1°l~ 81-On 2ol-o" /Lm" 20E O" /~O, 20L OU 1!11 20-0° /'O° 20'-0' 0=0" 20'-0° OLG, 20'-0" c, a, 20'6/¢ L/VE LOAD 9 0 MPH WIND SPEED 50"I¢ SNOW LOAD, 70 MPH WWD SPEED 50"x¢ SNO W LOAD, 9 0 MPH WINO SPEED //I-o° 21-Oa m'-vv 21_oA OLD' 4 ° L " /OLD, /Lo" 48"°% n 91- 7' O^ /LCox 401°I,. 7'-9• LLD' ILCn° B / 9 6 l2'-G" 11-0" fi e,_on 1l_oe e,_pa /r Or l5,-On O'-G, BLCO" OL G° 8'-O" OLG° /5'-Grv 2r-011 9, Cox 2,_p/ 91_Or 2,_px 42 /OL4" /O'-O° lI-o'I 42 9L41 lO'-O° lL COx 421°% p'-on /DLO" ILCO" 20L0° 2,-O° 15LO" 210„ 13-m° 2'-On e 4„ 20'-0° ,°l 'l L 14'-0" 11-Co'I gOx°~ 7,-GA l4Emx ILCOx - 20'-On 3G lo 6 151-On llpa 15'-on 1206 20'-O, o1-Gx 15, 0, 01,,, 15'-Oe DLO' $ WHERE BAY WINDOW OCCURS 1. 759/c OF MULL/ON HE/SH75 SHOWN TA63LE°5"-NON BEARING SYSTEM MLILLION -5EE SECTION MAXIM/JM ML/LL/ON HEIOIF- MAXIMUM W/NOOW- SOL/O PANEL ARRANGEMENT MULL/ON SPAC/NG W/NOOW- W/NOOW SEE OETA/L.5 W/NOOW- PANEL SEE OETAIL /O PANEL- PANEL SEE DETAIL 11 '0 MPH Ml4OLOAD 9OMPH WWO LOAD 70MP WINO LOAD 9OMPH WINO LOAD 7OMPH WIND LOAD 9OMFH WINO LOAD 461, /2LO" lO'-O" /OLD, lO'-d1 i2r_Ox /OI_pu 42° /2'-0° 101-6' 12'-0" IO'-5" l2'-On 101-6" 3Con l2LOO III_O° X21_01, q'-Gn 12L0° ll,-GA 24° 12/_01 121_0' l2l-pa 121-0" 121-01 12 -0n * WHERE ,9 WINDOW OCCURS L E 75-h OF MULLION HEIGH75' err " 7-/A6LE "C"- C02JE/2 POST C1=TAIL MAXIMUM CORNEA POST HEIGHT NON-BEAR/NG SySTEM 5EAR//JG SYSTEM 70 Mt H WIND 90 MPH WINO 70 MPH 90 MPH WINO WINO Coq l0,_Ol/ lOI_Ol/ 6/_011 C m \ ``1111r~~ro1°ncvnL `~^aVAP-/N lcoveR 0501 i/ NP 50• 59 5 =1 KED ACRYLIC MULL/Oh/ 18 CHA5E °H"MULLION ~Bx2 nPCP".P/VE"J5 \ C TOP, BOTTOM ~B "~~~POP"R/VETS FULL NEICyHT ¢(p"=/c MAKt~NJ EN, L~ TOP, BOTTOM { /lN/VERSAL H" TYPICAL N, SEE DET.O °j2x%MAX. EA, sloe . S/OE TYP/CAL ODOR JAMB ~ / PER OET© T/GHT F/TT/NG TIGHT F/TTINO SOL/O PANEL EZ.," PANE T/NO. FGILL HEIGHT FbLL HA ELS "LL E~CH 510E -HT FULL HEIGHT CORNER /(p" MAX. TO POST PER OETO IAOJACENT HELLION W1NO0W1WINOOV,1 MULL/O/Vn WINDOV./1f'ANEL ML/LLION IO PANELZPANEL CORNER POST CASE ENTiR BOTTOM T ACK v~ r SL/DING DOOR SEE PER OET~4 NOTE NC.A OWO.II50 FULL HEIGHT MAT/N!' y1~¢MI IIN" PER OETO c_-I_ - _ a°~4[o J ~ V~ SL/D/NG DOOR MUST OCCUR A NON-BEAR, ~ JAMB. eY ~ WALL OTHERS ~VALL To 60,10M l-ULL WALL L CH TIGH T F/7TWN Y~8 111~11FUP"RIVETS BOL/D PANEL J 070P, BOTTOM AX € N "I .BETWt E ~ Q4 - /0. MAX T AOJACENT EACH TYPICAL MULL/ON _ 5/OE EXIST//,/(:D WALL CONNECTIO/V \ 5LI0I111G OCOR JAMB IS SIOEWALL ATTACHMENT 66 95" .50 Q LG35' Q m C 3 x'.995° iv 913 IBS ]O" #I!GG o5P0" r = P wl .50" .Id' 9 IL05 cNiE ^I III ml . lo' o 20" ro.=o' ¢rT./' ~I 7 Tre /~6 III li I L=t. I o~~ L-~ u5 9.01 MAT/NC7 °H// \~l OFFSET /lH° \GJ TOl° TRACK \J~ I507-7-OM TRACK W^LL CH.9NNEL `5 0002 .-1~,M6 6 WINDOW J MB 7 CORNER POS \a SLOPE PER P12'/O COVER REQLI/KEMEN lQ'/MlMAX, I MA% WITHOt/T 5/IPPoRTING PATIO COVER PO STs ENO ELEVAT/ON B90KEO WASHERS MAX. GENERAL NOTE '7 Q4PMAX. REQUIRED OPEN AREA BEAR/NC 9YSTEN FRONT ELE~/AT/ON sI¢SM S. C-0°=MAX. 24"MAX. SEAR/"[ SYSTEM PAT/O Ci OR SYSTEf ZOP TRACK J-O SPL/CE OIRESTS OVER MATED N Q EXpAN51oh/ VII _ ° ANCNORPER YCBO ,_X E.R, r 170.' 5F 9 ❑ /0 L 9 ll l5 tU FROM ER. s/DE CF W~ f. MATED°Hi1 (2 PER ! W~44m EXPANSION 1 ~~r-A l W PANEL) J ° QQ I~ ANCHaR PER 2<00 BOTTOM TRACK E.R /072- O"MAK. / QQ SPL/CE 8°M/N/MUM ~ STNO /@. F J Z FROM Eq. S/OE STND FJ 2 WASHER ~ OF MATED°H°(/L PER Wq SHER ~'i FROM VERT/CAL ~ ~ PANEL) I / '31y wU 2-~G SMS EA 2-#G SM9 'A. _ .1 4 S/OE TO MATEq H'I ¢ y 1~FF1//~~¢ PER 1 NOR ~ PER "H") OR 68/9. CONc, SLAB W 0000 CONCITION ,II 2. I ~ ally F'. BEARIIQGy SYSTEM NON- BEAR/NCy SYSTEM `UJ SECTION \~J P C-/ENE2.9L /DOTES >y SPEC/F/CATIO/h/S TH15 ENCLOSURE SYSTEM Is L/M/TED TO RECREATION ANO OUTDOOR L/V/NG PURPOSES ONLY ANO /9 NQ>' TO BE USED AS A CARPORT. GARAGE' STORASE' OR I-69B/TAOLE ROOM. 2 TH/5 ENCLOSURE SYST;M /S TO BE /NSTALLEO UNOER .WY PyP CH PTEKT49 (APP NO~X OF /THE UNFORM BU/LO/l. o CAE MAx I-,- OE O LOAO IS 5 PSF) 3, DESI6N LOADS! SEE TAOLE5 FOR CE5/GN LOACO. FASTENERS "POP" R/VETS WHERE sNO wN 5HALL BE 5050 4 MAUNUF CTURE/ OE 0Y THE L. 9 ORPE SHEET ME AL aCREW6 SHALL BE S/ZES SHOWN AND SHALL BE OTA/"LESS STEEL CADMIUM PLATED' GALVANIZED STEEL OR 202`)-TA-ALUM/I/UM. 5 ALL STRUCTURAL COMPONENTS OF TI`S ELICLOSUR SySrELI (EXCEPT SOL/D PANELS) //RE OF ALUM/NUM ALLOY TEMPER 0000-T0 UNLESS SPEC/F/CALLY SHOWN OTHERW/ E, o. THE SOLID WALL PANELS SHOWN SHALL COMPLY WITH AN HVALL/AT/ON REPORT CURRENTLY RECOGN/zE0 _L0.6.0 EVALUAT/OV DERV/CESWC. ALLEXTER/OR PORTIONS OF THE SOLID WALL PANEL WHICH ARE SUBJECT TO WATER /NTRUS/ON SHALL BE FULLY CAULKED. 7 SECTION Nf-Yo/.STHE 'OPEN AREAD OF m EE LONGER' PER WALL AND ONE A0017-/ONAL WALL SHALL BE A MIN/MUM OF 05 PERCENT OF THE AREA BELOW A MIN/MUM OF 0 FEET ZMCHS5 01- OPENS S OEFI`NED As //N9EC~15TUSCREeJ ANO/A REAO/LY MORE THAN lgTOFN1NH /N rH/CKNESS ENT PLASTIC NOT O. F'XEO~ANS ICENT/F/ AT/ONHArAG GA/VNCY THE A,\/A L¢Y ZOR655 OF THE MANUFACTURER' "DES/GN LOADS/ ANd `3 THE BEARING SYSTEM MULLIONS HAVE SEEN DESIGNED FOR LOAD COM/NATI`ONS' AS OES/GNATEO IN CHAPTER 25 OF THE UN/FORM BU/LOING CODE. /O. ONE OF THE SHOATER WALLS Q THIS ENCLOSURE MAY BE PILLED. WITH FULL I4SIyHT SOLID W L PANELS PROV/OED THE REQU/REMENlS. OF NOTE NO, 7 ARE MEY SIDE SLIDING WALL.•S/OE SL/O/NO COORSAW/TH ~P'BTHICK (MAX MUMJPLAST/C ABE /N5TALLEO /N ANY NON-BEARING WALL. 5EE OETA/L l5 5 OR SIDE SL/01NS POOR JAMS REQUIREMENTS. PORT/ON9 OF WALLS NOT REQUIREO T 6E PLASTIC 15EE NOTE r7) MAY 5S GLASS THAT C.nH L/ES W/TN CHAPTER 54 OF THE UN/FORM BU/L/p/NG COOS, 070° ryP. - .0711 U 5 N m .0511 5.2111 N r °XL-H° 20 TO/° TRACK 21 4.3811 m oll N .053 .070 SECTION C~ EXISTHJGv RE-S/OEIICE _ TA_6LE OEAR/NC-r SYSTEM .MULLIONS*-- SEE SECT/OLJ AQ~7AJ.?PH..K7/N05PEH0- 20Y0SN0WL0AD, 7OM.PH411A/D SPEED 20%5NOWL0A0,-9014P.14. .WINO SP_EEO MAXIMUM. MULLID/J MAXIMUM MULLION MAXIMUM PATIO COVER:-DIMENSIONS "MAXIMUM MULL/ON MAXIMUM MULLION MAX/MUM PAT/0 COVER DIMENSIONS MAXIMUM MULLIOV MAXIMUM MULLION -MAXIMUM PAT/0 - DYER. DIMENSIONS 5PAC/3IG"- HEI.HT RAIECTI OVERHANG SPACING HEIGHT ROJECT/O OVERHANe SPAUNG /dE/pNT _ an-r 111V OVERHANG 16LC>9 2'-0' 71C 11 QLO° 7l o" 2! D. a Cco 1 ll - to-o 1C4L011 /LG° -ao1i 9/ -0/1 _ B/-01, l1 G„ 6O 7l~O 81_011 /Lo. /O' 6u /'-D° 9/_Oa /LD. 9LOn /Lot 17LOn 0-01 )Loll OLD, g loll OLD. 20=0' _1G'-O^ 2LO' 1CoL& 2L01 lote 201-c^ " , P /O-o -_.17!011 ILD° 4211°% BL911 17Lon /to, - 2O'-D° /'-O' 42 ~7L~11 /LO^ l7L. on Ito. .20'r1Oa O,-G° _IBLOn OLG" 18L On O'-G° 20'-0" "-o°. t9 I- On 2,-O° 19LOn 2,On .154°$ l n 2o'_D• /LO° I I/ 20-0° //-o° 3G~°/° 4L 311 20'-0° IL01 - 20' D° Oe 2D! Orv It,, 00L01 /LO° 20L0'. D'-(A° _ 2D'-.0°. OLGa 20L01 OLD, 200/0 L/VE LZSAD 90/MPH W/ND .5PEE0 30'/¢ SNOW LOAD, _70.MPH LQW0 SPEED. -50r1¢ SNOW LOAD, 'X) MPH WIND SPEED 7L~1P. /1'-Ol -&&v. - C BLd1 0._ _ i/:Ci 0001 9L On fo0°% 7! 61 . 9 1- O0 -D^ , V-0 Dic" 2LD^ /0'-CJI 2L0' lo'-on 2LO" d/;•°°/ = 91 911 - "17 0 - llu4 42°°k /o 011 //Loll . /LG^ 42'°% I ll B-9 11L-oll Ito. 171_c fl /Lot _ 111_& ILO. /II-6+ r_Ot O_-G'. l2'-On O'-!o' /2L on O'O' 121-Con OLD. 2LG" 2'-O° QOGD"- - _1i_01 501.-_ 101 Op 15l_DU /Lot 3G'°k _ 9-3 3'-On ILol - 20L0' /LO' I3Lfo° ILD/ e. 20'-0° _ _OLID1. 14LOn D'-o" 14L0n OLD, -1M u/-1FnE$7Y_]ri/~DO1a/-OGCURS..1/~_ZSYe OF MOLL/ON_HE/GHT9 sHOwN "SLlLL HE/cyHT µ//NOOW JAMO FULL Hafp M5 Fk -MAT/NG^` , SEE OETO n IDA "x PEA 50,10 P~HL A60 VE ' 4 JISOVE GTOP, BOTTOM yCOA/. /N A/JD 24'c MAX. FULL HE r 01W KSE V -:.7YfrHl_FLLTIAIG) EETWEEN TYP/GL TYPICAL EACHSID E EACH SIDE -KI/ND0W1W/NDOI/.1 MULL/O .9 WIND0W1PANEL MULLION PHNELzl-ANEL - $Ao W.5. @ 52^°k LVNERE 50L/D CASE EN - `//000 BACK/NG OCCURS OR '+'/O "MOLLY" BOLTS @ 92"Ok AT - G-O° MAX. plo~ OPEN/NG 60TTOM T ACK HOLLOW WALL -DOOR SEE SL/DING PER OET~ ~OTE` NO 5000-A FULL HEIGHT MATWG `H" PER DETO OR. - °=l XL-H' PE 20 J MUST occol~ SL/DING COOR' ANON- 5EA9 BEAR. -_EX/STING JAMB, BY WALL -__YJALL OTHERS J ~611~"POP"R/VETS Oc"OM 1 W FULL HEIGHT AL EEN MAX BET ¢B 1- .W L CHANNEL PER GET. 5Q T/GhT F/TYING 0 PANEL 501 P" RIVETS Po T / T/pHT FITT/NG SOLID 0,91 T STOP, TOMS BO PANEL FULL HE/GNT 24^°%MAX.BETWEEN MAX. TAOJAG ENT TYPICAL EACH MULLION 5/DE X1STlNC> WALL GONNECTIO/./- SLIQ11YO DOOR JAMB IS E"b"-NON 5EAR11,JG 5Y57-EM M[-ILLIDN SE --MAX/MLIM MULLION I-lE1014 MAXIMUM _._=16//NODW--SOLID PANEL ARRANC-CEMENT - MULL/ON SPACING WWODNr. W/NOOW BEE_DETA/L 9O W/NOOW- PANEL SEE DETAIL @ PANEL- PANEL SEE DETAIL II ~07./PH-- WWOLOAD '90THPH WINO LOAD 70 MP WWO. LOAD 9OMPH WIND LOAD 70MPH- WIND LOAD 90_MPH'. WINO LOAD 12L0". /O'-0^ ,12!O'l /0=0. /2'-O' /OLO° 42 /2/-O' /O'-8' 12LO1 10'-81 12=0' 10'-61 3G° /2'-O' //Lo' /2'-O^ 001 l4Lo^ IILOG CO01f /O°-1/° B-/1° /OL//I' eL/I" l0-lI/ BL.II°. ft ,./HERE BAY WINDOW OCCURS t5E 79% OF MULLION HE/pH]s 6nVw/.l, TABLE "C!- CORNER PO5TDETAIL r3 ..MAXIMUM CORNER POST HEIGHT NON-BEAR/NG SYSTEM BEAR, G ,'STEM 70 MPH .WINO 90 MPH W/NC -10 MPH WINO 90 MPH WINO -!0/-011 IO'-Oll 101-011 6'-OII C 6 MAX. 1XED. f7CRYL/C .MULL/OIV I8 C ~6°~"POP"RIVETS -n-- C+ TOP, 60T9DM 6 OFFS11W 52°°4 MAX.6ET4EE( SEE. OET.n BHT g L IVA 1 TING yELS BIDEWALL ATTACHMENT Is -E SECT/ON~ T Z oPnow uv'-IN ~ODVER o5orv -rn^ .50' .59~ ~~uN1il1 CORNER POS RE,A P 4 IN19i ~MLM~ °'P tl ~ .156• MAT/NC-, ."H'/ llJ UNIVERSAL "H" ~Gl 50" .5 ' O .395' 2i covER /1 /l rj ~j^ .OGS^ .315" m _ 05 s 5 O~ J ~ .o9D^ .090° ./5' MAT/NG ^N° SECT/oN p oal)o' r N 0 T n .05" N O TYP N d o 09' m W/LIOOW. JAMB 9 SNAP COVER 10 TOF' TRACK L=GN9 MAX. BOTTOM TRACK \°J W/TNObT 9✓PPORT PAT/O CO P09T8 3 S r PANEL/PANEL MULL/ON I2 ALL FEEL /NCONTAOT W/TN ALL/MINNM BH+.LL EE {SOT O/P ~REO CAELECTROPLATED. iL4M/NUM /NCONTACT W/TH W000, CONCRETE OR MA AY 94.nLt EE G/VAV AHEA CcL OF LIN-TH/NNEOALKAlI- REB/SPWr BITLIMINOtlS PAINT PEF+ U.S. M/L /TARYSP~. M/L-P-Gba S. P/LOr ybLE3 LSEO WHEN ATrAON/M5 gLL/M//-C I9r TO fbST9 9ryA(.L @E F/EGD FA/NTL-0 W/TH GGAT CF Z/NC CHRONI4TE PR/MER,. 24°MAx. C 5EARINC SYSTEN SECT/ON a /41) . ?I MAX. JM EA. aS/OE MATEO N'(2 P" /EL)SC-E /JOTE~I ~J W/NOOW MULL/ON 11 T ONO Lj,l N mF _ NON-BEAR/NG SYSTEM SECT/ON ~LJ To 9u17` r~ a O 5 4 , do JO_9 TYP/CAL FLOOR PLAN ]]54 / OF -r /./a7• 68T m N 06u N N m O TYP ` r L TYP O -096 r m r .565' • u /1. fl9" CORNER POST `Vl _ CHANNEL `,J DOOR JAM6 \oJ JS p OR S QNE L L I NOTE 07 / OR OPEN? M NG ER i STANOARO MNLLIO f ` ST0,.60TTOM ONORgWING 1155 FR O/JT ELEVAT/ON EX/STING RES/OENCE _BEARlNCy SYSTEM LA) CHASE 4H, \v/ ENO EL EVAT / O N TABLE nA//6EAfilNCy SYSTEM MULLIONS lO PSF L /VE LOAD 0 70 MPH W/NC '20 I-Sr° L_/\/E LOAD 0 -70 MPH LJWD 20 /°HF BNOW LOAD 0 70 M/°H W/ND MAX/MUM MAX/MUM y a MAXIMUM PAT/o COVER O/MENS/ONS MAx/MUM MULL/ON MAXIMUM MATE, "H^ MAXIMUM/-~ PAT/O COVER Or ENSIONS MAx/MuM yLrLL/ON MAXIMUM MATED"H^ Max/MUM PAT/O cOVE2 O/MEN6/ONS MULL/ON SPACING y MATED HEIGHT PROJECT/ OVERHANG SPACING HEIGHT 'K' PROJECT/O WERHPNG SLAG/NG HEIGFIT',e' l51- ou Qr ,l ° n 1 /9-OI' /-(O^ 4~ . 4B 9 -o 7 o x 20'-ou l 7-O /'-O// /-O// /r_On Nr_Ob O! Cag /qL rax Or-fan /q L`a^ O! 2a 20! OI/ 2'-O'/ 20LO/' 2'-O^ 20~ O^ 2L0^ /I ' E QO'O I G° L ° 2oLO^ /!O^ ' 'r 2o'-OU /r_0rr g6 Wc ID A" 2or_On ou 3Gp'/o /O 4 2O'_°,r Ou 3m 7 -9 2pLOU /'-o° 20! O// o'-G^ 20'-0^ O'-m' 20'-O^ O'-Ge 50 /°SF SNOW L. CAC $ 70 MP H WIND /0 /,5j- LLOAD ~ 90 MPH WIND 20 E5F LME LCAD ~ 90 Ml°H WINC 6r_ Off 2LO" LO" r'0a 2-0^ /i / a ° ' ' 7-4° /11-01 /l 4-8 7 -5 Nc 4A -4 7 IQ ~ 0, /OLa, l n l3'-O^ 0' a, l3r_01 O'_~an U! pa 2'_pa /Sr_6° 2r O^ /5[OU 2r_Orl / l r/ l x /G ~'on /'_Gu 'I r ' lCo%on rl_G" ¢2 /9c -o/I 7 Oa On / 42 B-O /OL7a rr Ox IL 42 y -o, g /@'_Ou /I_Ox l3'-On all /7'-11 __T7 - D- V1 13' as 2! Or/ 20Lorr 2L O^ Q0 O^ 2' O" 2o -o Oo IL GI 1. THIS ENCLOSURE SYSTEM lE L/MITEO TO RECREAT/ON A&40 OUTDOOR L/V/NG PURPOSES ANO IS NOT TO BE USED A5 A G9RPORTr GAR<GE/ STORAGES OR NAB/TABLE ROOM, Q, 7H15 ENCLOSURE BYSTEM TO BE //,/STALLED UNDER ANY PAT/0 COVER WHIG/-/ /S APPROVEO FOR ENCLOSURE PER SECT/ON 490/ OF THEUMFORM BU/Lp/NG CODE APPENDIX oj, OES/GN LOA09: SEE TABLES FOR OE6/GN LOADS, OWRs //5g. 4, PAOTENERB: "POF MRNETS, WHERE SHOWN„syALL BE 5050 ALUMINUM R/VET WI off C0A CN STEEL s LATE, MANOR L. A9 MANUFACTURED BY THE U.9. M. nn HPPT -1 L cREwE SHALL BE 512E5 9HOWNf C SHALL BE ALUM/NUM. 5. ALL STRUCTURAL COMPoNE OF TH/S ENCLOSURE SYSTEM (E xGEPI BOL/D PANELS) ARE OF ALLOYTE MPER lo063-TCO UNLESS SPEC/FICALLY NOTED OTHERW/SE. 6, 771E SOL/O WALL PANELS SHOWN SHALL COMPLY W/TH AN E~/ALLl4T/O/ / Z g, EACH ENCLOSURE SYSTEM SHALL HAVE, PERMANENTLY AFFIXED IW /OENTIP/GAT/ON TAG 6/v/NG THE NAME 0 AO,RESS OF THE MANUFACTURER DESIGN LOAp5.AN0 SCBO EVALUAT/ON SERV/CE /NG, REPORT NO. 9. THE BEARING EiYSTEM MULL/oNS HAJE fL OF EO FOR LOAD COMB/NATIONS AS OE9/GNATEO /N CHAAPr TER a5 OF THE UN/FORM BUILOlN6 GOOF, /O. THE PAT/O GO'./ER FOQ HON-BEAR/NC+ SYSTEM 9yALL BE PEBIGNEOTO RESl9T L4TER°L W11`0 IMPOSED BY THE E,r-CLOSURE BE SELF SUPPORT/NG FOR VERTICAL LOA09 AUO SHALL BE APPROVED gY THE LOCAL BU/LO/h OFFICE L.TNE COVER MAY BE CONGTRUCTEp OF ANY MATER/AL PERh/?TEO BY THE BUILDING CCVE- ° /4'-orr n ! /-o/r A , . 2o_ou /_ou 011 ~ a'-all ALL lTEM9 APPL/CABLE TO EACH PART/L JOB: MULL/ON SI°1C/NG, SETA/LS, q 7 G gG q~ 8 -G 3Ca 00'-O" l! 3 -0^ 20 lLO'l , MAx. PROJECT/O//ETC, SHALL BE C/RCLEOEO P4R/ IOR TO PERM/T IBSUANCE. /5~-Gn OLfae .20'_Or, DLO/ /SOLO" O'-(an IQ, THESE ENGL06URES MAY ONLY bE (15E, IN CONNECT/ON W?H 6ROUP"R-H^OR *@ SO INCLUDES c14A09'W MULL/ON, WHERE EAY WINDOW OCCURS [,0E 75./. OF yE/GHT SHOWN. 00NOTU9E LrN/VERBAL°H"NBEARING WALL SINGLE pWELL/N6 UN/T GROUP°R-l"OCCUPANCIES. 13. CC CRETE ANCHORS APE STW PAM 9ET~RE0 HE90 ,,ON-ORILL PER=CBS ER-1372 CONCRETE SHALL HAVE A MINIMUM 26 O Y COMPRESS/VE 6TRENGTH OF x A 'r / FULL HEIGHT 1 (DOOR JAMS H S + I ~ 2000 P9/. WA LL X._ M STH SLIOING 'OR ( /q ~~~RrJKTS. N7 BOTTOM 24"E' BETWEEN TS C A E Me,TFO N n¢ (JNNERSALW' ErVT/RE OR CHASE"H° O,°Eh4/JG /5 GLAZ/NG "o REgU/RE ToB '/5i/. . PLA5r/C PERNoTE#7 MAYBE-1007 /CX(MIN.) ACRYLIC, ~B"TH/CKIM/N7 TEMPERED GLA59, OR.090aTH/CK(MLVJ B/NGLE STRENr9TH WALL FHNEL PER SETA/LS GLAT. ALL GLASS W/THIN 1B5 O°7HE FLOOROR WRH/N /O^OF AOOOR SHALL LiE ,N6 GOOR~ / [7-/777, 775q GENERAL NOTES ~ SFEC/F/GATIOIJ5 TEMPERED. Muss' ~ ~ j/j~ accuR / i e AE wtib ~-l ~ WALL FULL HEIGHT OR ° WALL PANEL r q~ CASE ENTIRE R SE H ^ / TO /!o"MAX. ~ S TOPr BOnOM BST. TRACK 32 k MAX. MAXIMUM MULLION HEIGHT ADJACENT MULL/ON BETWEEN B-Ga@ 70 MPH WINO 7L0^ c SY/GAL EA. 90 MPH WIND SL/G7/NCCy 1` SW/NCy/NC-^ AM lr~ J t .CORNER POST lle3 F70~M6 DOOR J B c JAMB PER JAMB PER GLAZ/Nc PER NOTE't _8/l.7EWALL AITTACH/MENT 16 EX/ST WALL CONNECT/ON I7 TlN SOL/O .R l2 ~ ~UL ON PE 11 ACRYL/G 19 6Al' WINDOW F/XEO ACRYLIC 19 e d~ rs Q3 & >i oN h Z O k a4 4 o ul (n W Jm W J W 1155 2 OF 2 TABLE a 6 NON 6EAF2,11--IG MULL IONS 70 MPH W/NO 90 M/°F/ WINO MAXIMUM MAX. MULL/ON HEIGHT MAX/MUM MAX. MULLION HEIGHT MULLION BPAGING MATINS°H''1k UNIVERSAL"H^ MULL/ON SPAGIIJG MATING"14°'K' UNIVERSAL"l/ 481/ 9Lro" 7'-4^ 4e^ T-4" 42" /O'-/^ 7L/On 42^ c 7L/0° 3G^O/< /Olllp 5L" boll./. B/Srl *AL50 /NGLUOES CHASE "H' SYSTEM. WHERE BAY WWL'o' OLLU-=uoc 75% OF NE/GNT SHOWN FOR MATING °H^ co E4 3.0110@ 315Y9rsM F£ 0 .,~-395 1.125a ANEL OEPr// r1,02"C2"Hy6TEM 3' .395" v -55° .95° n5".~5° 5 39" n F F T F, ,F, ~f iYP W W 313'I@ 3" 9Y`-~YEM P~~S ALL GHANNEL3 py e * rr~ W ~ W ~ ~ Ylf~ - r ~ l-~ /1.15CO^@ ~]"SY9 EM Y r~2 l~ MATINC m P$ y O ~ =WHERE SLIOINO ~ ~ F } (SECTION a, 7011 050 p 00 %0^'p/°BP N N N r ~Ir .134°- 1- ''y ^ rYP. W CI n 22%1` m 0 N .OS r I~ P NB n° rz ,05" ,05o m.0 l TYP -V ~x MAXEE11cH 54/OE TYP UJI TYP" °p V TYP '0 .ISG° ° V 0 µ r N 2.331a"@3" C u . 7 /5o L^1] SYSTEM 55e .115 , ¢3.151031HTHTEM F C~ ~L_, Rl N' r C' S„STEM SABLE CHANNELS TYrT l.5" '-I~.75~ 3.7" TYPS /5^C°WALL CHANNELS u~{ /.75 nC G.ABLE GHANNHL9 ? ~ ~ GA6LE ENO 0 8" ° OFF6'ET °,411 \~°l ° °H" ``'t/ BAY CORNER lJJ 80TTOM TRACK BUJ L./ALL CHANNEL 07 \0l CHASE ~a'~ ' .MAT/NCy H HTANOARO N N a ra Q.145'IC II'S1"'TEM ue & 4.45/° BNw°co./E¢ 230° WFNF} 9.1'1°s3" YHTEF 9.101° /.2 2.so' ~ I. Ca35° /].111" w&,5 OP 0 T to r to 2 Sr C OO /00° 090" 5 .o90u O O TYP 3-Ill " TYP /S 2.B9"C'4"SY EM ~ Ow 2./ a 2"6YSrEA1 3.13" 3.89°G' 3"SYSTEM 3.13 ® "srsrEn° ~ ~ ~ ./00'I WgLL,T✓P. (U.N.O.) ~~pp~~ q tt~~ 12/' 5Y57-E/14 5115`i'~57-Etq 12'-9-7-57-EM TOP TRACK C0~ -LUS,4 MULLION CAP TOP RACK IO TOP TRACK \l~ TOP TRACK I2 TOP TRACK I3 CORNER ~O ST I4 > ?'n Wc~ 0 . 27?' ~ N C ~ .O7rn° cm, ~ .o o" o7G° n p o lu 7YP n p N u V b O I u~~ Y~ .9T5° 515.'15° .8B' + -05'1 0 .059" 7-03G° .515" .75° ,3B" HEAD W - I[ 2.2s" 14EAO O m on o J y. . ~•/a3 3'IS`/STEM GOOK 2"SYSTEM DOOR QQQ~~~ ,py 1 o5d'1 N 2 n` BEAM GASKET 1 01 7r -7 JA M6 FIXED u JAMBFIXEO STO POCKET I5 l2fl '-j"42^x20 RAFTER 16 AT7ACNMENT STRIP II GLAZ/NCy STOP IU C-nLAZ/NG I.7 0 t~ u o l~ pZ / a.59^ 7" .4G8' .75' -52° ,/30" _82" .-15'.743 'p ~ F~ I 5.5'TYP 11.51" 10" F J Q po SPLIG FA. II -2ee9n 4-5" 3.0011 E>/lG"m HOLe 2Flx4NGE9 JAM6 JAM5 T H/OE W~B-1/~1 ° H 11.0^ 2%B APPAT \ a Z ` I7"Cla' .51 " ° a° 979".91 ".75".BB" / 2Q V[ ` O OCO MAY O /O^C T BASE O P- .avYWHERE l-I^e lOx R O `L? F ARE4 a ALOVC BEM1 'U °`l r~ 5"WIDE EA. ~l J 51 OF :z r [Im Y`"-On 04"o ALUM. N r FLAUGeS p lo" ai -048"e STEEL - - -/57° tl Q 0 ~ - .lo''C7" r0 O TTi° NP O hY- ~ vl* ~ O fC ,F L -l4 "eta 0C 5 Q m O O O d. ro.~o m m b n5 .o° . s lA Op./4 a/G° Doc ° @2-s/mnm ~r>//~'~.voLe SILL - SILL Q- s B"~ HOLES ~-J - 2 ~ BM, HOLES TYP EA.ENC /7'C7° HPLIaE .80°e7^ (polo/-TG ALUM. 30C)4-Ha6 ALUM. 6Q"C lp° -95°.10° ORA-44G GfYApE Ca STEEL A-44Cp6.pA0E°G"STEEL UO0/-TG ALUM. mOGI-TOALUM. ~s~\ 7°f /O'=-BEAMS 20 BEAM SPLICE 2I Co°S-BEAM 22 POST~BEAM n23 1T'BRAGKET \'wTJ W/NOOW PARTS 25 wlNOOwP >¢rs 26 2.L25° 1` ' oGw N LSO° {/oSS" h .erc" ~ i W x ~9 ,y" x Q d O W rSNAP .T75" .SO/" ^ 3p./25" v p ,/S6°SO 11 ll ~ Ilco~ER ./25" n~ 1'TiT o .3r2°oo 4z° 2 0 3 .062^ oR./Ba' N~ oT,~ '?-O'1 '>74' N .25" N \ N '!1 3/LONG / S@uGE M 2. .375' 44".5z] -375° ~ ~ i ~ - C 2~3"TL6E h " ~ m FL USN MULL/ON b p o n n o .avo"' o I,osan m .pB/^ ' n' .06~ N N 0 X 39° 0 N _ T TYP NIII Na F c MAV'94 x ./75'§L TYP 0 0 O p O 3TS"2 c. JOB/-b. .47Gn '3.02n L-//5 sYm. q n ~ p - DRAWN BY T CANNA OR/P TRAY cep -DSO"WALL, T»=(a,v.0.) q GMK8 hb. fZAFTER STlFFENEFZS 27 GLAZING GAP 28 ACRYLIC RET,4//✓E.Q 29 I-AIjollG OFIANNELJO 1YANGING RAIL 3I '~N11 CONNECTOR 32 AL[-JM. POST 33 485 oFG 'EXIST WALL STD. CUr E WARNER RCOF PANEL CONT. ATTACHMENT @TR/P PGe Q •/4 WOOD 9CftEWHE/G° e 15/1 MAX. EM / %q."MIN. INTO 60LIO /O WCOD OR%O WOOD c HAX'a 8 C01,6, SOLID d° W000.(seeSEE /NIO SOLID NO>E/> WALL 4TTACNd4£Nr ROOF PANELS cur ENDS OF 6TEEL PANEL SK/N9 TO BE HOTErE 5 CHAN EL PER 7 R/VETS. OF: 3-°B 9ME FRAMING G~ SKYL/CroHT FOR FA! EE ATTf EX/ST EA\/E Ai-7-ACHMENT EX15TWCv E:AVia O~/ERHfiNC7 5CHEC7L/LE EX/OT/NG RAF LOAD RAPTER9 H 24" / MAX, /O P9F ~OPSF 30 P.9F GROUP p SPEC /EH Oa BETTER MAXIMUM /°ANEL SpgN /6'-0" RAFTER 9/ZE " L" MAX/ML/M 2 x¢FULL l!a ll lb" 15. 2%0N0 GHEO 2¢° 20" 2011 i1 Fu LL 921/ 29d 2B" 21`BNOTGHEO 4911 30,1 34// 2X8 FULL ¢Bu ¢2'1 9.2" IF PANEL SPAN EXGEEOS MAXIMUM PANEL SPAN SHOWN /N TABLE, USE WALL CONNECT/ON ONLY. GENERAL NOTES > SPEC/F/C.QTIOhIS THESE PAT/0 COVER ANO ENCLOSURE SYSTEMS ARE TO BEUEEO ONLY ACCESSORIE9 TO GROUP "M', GROUP °R" C/V/510N 3, oR TO S/NGLE CWELL/NS UNITS /N GROUP "R" O/VIS/ON / OCCUPANG/E9. THEY SHALL OE USED ONLY FOR RECREATIONAL OUTOGXYY LIVING PURPOSES AND NOT AS CARPORTS, GARAGES, erORAGE ,ROOM5 OR HA6/TABLE ROOMS. 2. UNLEE9 SHOWN OTHERWISE, THE EXTRUSIONS (P.gRTS) SHOWN SHALL BE lOG3-TG ALUMINUM. ALL CONCRETE IS TO HAVE A MW/MUM 46 OAY COMPRESSIVE STRENGTH OP ~ OOO PSI. ' 4. ALL FOOTINGS SHALL BEAR ON F/RM~ NATURAL, UN0l3TURBEO SOIL py CERT/FIFO COMPACTED F/LL. DESIGN VERT/GAL SC/L BEARING /OOOI°5F. 5, ALL STEEL MEMBERS SHALL BE HOT O/PPEO OR ELECTROPLATE CLiLVAN/ZEO OR /9A/NTEO W/TH 2/NC CHROMATE PRIMER. THE GUT PANEL ENDS AT SKYLIGHT INSTALLATIONS SHALL BE PA/NTEO W/TH ZINC CHROMATE PR/ME0.. a. FASTENERS= "POP° R/VETS SHALL CE AS MANUFACTUREO O7' rHE U.5-M. CORPoRAT/ON W/TH A 50510 ALUMINUM R/VETANO CAROCN STEEL PLATEO NLAIJOREL. MACH/NE BOLTS 5HALL BE GOM/UM PLATED ANC CONFORM TO A.S.TM SPEC. A-907. ALL BOLTS TO HAVE CADMIUM PLATED CUT PLATE W,A614ER9. SHEET METAL SCREWS SHALL BE STAWLE09 STEEL GHLVAN/ZEO OR CAOM/UM PLATED Fr SHALL BE SELF OR/LL/NG. 7/0LES FOR BOLTS TO BE BOLT O/AMETER PLUS %/G" MAXIMUM. 7, CONCRETE A<CHOR9 SHALL BE 2TW RAMSE//RED H6t0 NON-DaILL PER SC50 EVALUAT/ON REPORT /S72. SEE -LAN9 ANO DETAILS FOR BPEC/FlC s/ZE, SPACING, BOLT, ANChOA ETC- a. 9. WALLS: WALLS CR PORT/oNs ~ WALLS N REQU/REC TCSE LEFT OPEN PER NOTE 08 MAY BE ENGLOHEO WITH SOL/D WALL PANELS OR OLAZEO W/TH . /00/ TH/GK TRIG(MIw/mum ,4C LARMI1'L/GNA, TED CLAA55 SH TEMPERED GLANS, T2 NGTH GAHH ALL LAOO- ALL GLA59 WITHIN NHES OF 16 A" H OF (MINIMUM) SINELE STREN THE FLOOR OR W/THIN /O INCHES OP A OObi SHALL PULUYLLYTEMPEREO. GLAZED AREAS SHALL CONFORM TO TABLE 54-A- /0. THE )OLIO WALL PANELS SHOWN SHALL COMPLY WPHAN EVALWr/ON REPORT CURRENTLY R caO /ZED BY THE ZCBO EVALLWT/OV S2RV/GE /F.O. ALL EXTERIOR PORTIONS CF THE SOLID M PANEL WHIGHARE SLED TO WXT /NTf+U9/W SHALL BE FULLY CAULKED. /lTHE SOL/O ROOF /94NELS ARE 5/5/ TH/OK W/TH ALUMINUM SKINS ANO POLY /SOGYANURATE FOAM GORE. ALL PA14EL5 ARE TO OE MANUFi4C7UR50 UNDER A9U LI TY ASSURANCE PROGRAM /~REPAREO BY C.S PROFESS/OVAL SERV/CG . /2. ,ROOF GLAZING: ROOF GLAZ/NG MAY t3° .2B0//7H/CK LAMINATED 0L4s5 W/TH AN,050 ° r"/GK POLYVw ii- BUTYRAL WVN ALAYER OR MONOL/TH/C PoLYOARBONATE SHEET PER. ZC50 EVALUATION REPORT NO. 5Cda~ G.E. LPXAN XL). 19. ALL /TEMS ANO DETAILS PERTAINING TO EACH /NSTALLAT/ON SHALL BE C/RCLEO, W INK, UPON APPL/CAT/ON FOR BU/LOINO PER MT. EACH WSTALLAT/ON SHALL BEAR AN /OENTIFICAT/ON TAG G/V/NO THE NAME ANO A00REH9 OF THE MANUFACTURER, OEB/EN LOA09, ENCt09/BlL /TY, AND TC50 EVALUAT/ON REPORT NUMea2. 15. THE ALUMINUM ROOF PANELS /NOICATEO /N TABLE ~F°oN O/ZAW/NG S/B0a-4- OF tCBO @VALUAT/ON REPORT NO. /B¢/P MAY BE USED AS AN ALTERNATE TO THE SOL/O PANELS AT 7-HE//6uMP-OUT//TYFG ENCLOSLt.a E, PANEL SLCPE SHALL CONFORM TD TABLE //Z"ON 04A W/.JG 3/3Ca~4 ANO NANEL LAP SCREWS SHALL 6E INSTALLED PER TABLE //O/' ON ORAW/NG S/~J CO-3. "HERE THIS SuBST/TU T/ON IS USED /N 90 MPH W/NO AREAS/ A ,E ENCLOSURE WIDTH SHALL 0E A MAX /.nUM OF 5514. OF THAT SHOWN /N TABLE ~/O I; DWG. 490. /0. ALL STEEL WCONTACT W/rH ALU14/N4M SHALL BE HOT O/P ~ALVA 7SD OR ELECTROPLATED. ALUMINUM IN CONTACT W/ 7-H WOOD, COYGRETE OR MASONRY SHALL SE G/ VEN A NERVY COAT OF UN-TH/NNED ALKAL/-AES/HTANr B/r"N/NUOU9 PA/Mr PEA U,5. MILYrA YSPEC. M/L - P - 0653- P//07' OLEO USEO WHEN ATTACHWO ALUM/NUM PARTS TO STEEL PORTS SHALL 5E F/ELO PAINTED W/TH I-COAT OF ZINC CHROMATE PRIMER, 17. WHERE FASTENERS ARE SHOWN TO PENErRArE EXIST/NG WOOD STRUCTURE, P/LOT HOLES OR OTHER SUITABLE MEANS SHALL BE USED TO LOCATE THE EXISTING WOOD MEM5ER5. WHEN ATTACH/N6 TO WOOD STU09, CENTER 7HE FASTENERS ON THE 5740S. Qa s Z eO? r s Z~ O- l Q, O .i1 o m 1 } m F Q N Q Z N J J Q K Q ~ 7. 486 MAX/MLJM P06T S/°AC/NC /O Na- L/VE LOAD, 70MPH W/NO IN.%IMUM 5'=.ALOM. BEAM e5q.97EEL BEAM PROJECTION Lp SLAB EFD7TlN6^~ ee'A5 l=oo rvo. BLO// 6'-0" B/-d'(lU') /OLIO' Hccze(/B") 9L d/ >1-6° /OL7-(/e) to Lo" 7'-41 7040(/]') 9'-5' /o=evy) /lL O° Y-/" 70"(/-') B'-T" /4'-O" Ono, acla(7j 600 9'-6'(/9°) m'-o, Ones m=e^O>°) 7r-0" W" On) wLw an 00 0'-N 0-3" 6'-5"('20') /7L e'-/l" 5'-lIOV) Vol BLQ"(ao") /er- o+ 20 P3F L /VE~BNOW LOAD, 70 MPN WINO BL 04 ° 0'-O^ 000'(15°) -'-O" 8L5-001) 9/-o" 9'-9'U5°1 5'->" 7Ln'(/7') /o'-O' S'L 5• 5'->"(15'7 50v 7t6"(l7°) //-O" 4'-l0" 5LY(15°) 4'-10° >04"(/'/°) /Q'- O" 4'-0' S'-T(l0') 4'-0° >'-2•(IT') l3'-O" 5'-o°(IGr) 4'- m'-/P(r7") I4L OS 4'-ol 4L/o°00°) 410' v'-6`(/e") /5'-O" 51" 4'-84/09 5'-9" Vaq'B') 50PbF SNOW LOAOr 70M/'H WWO an o" 4'-5" 5-004") 05" O'e(l0°) 9/-0+ no 4'-IO'(l49 3'-/l" aLe"(l0") /OL O" 5'-7° *01014') 547" 6'-4"(IG") ,A-01 SW 4'-5^(/5') 5'-4' a'-0"(/O') 150-0" 0-rd 41(15) son 01100°7 MAX/MCIM POST °PAG/NG-~ /O PSF LIVE LOAO, 90 MPH W/NO MA%/MUM 11"00. ALUMINUM B- M 3"5p. °TEEL BEAM PROJEGTIO EOLAB eF eC (C OF L•'SLAB EFT6. OI L~FTU.O 6c a, 8'-o"(19'9 9Ll" l0'-7"(01'1 /ILO'(QI^) qL O" 715" 7=0°( I9} 7L5^ (/M) B'-4" 9L9"(21°) lO'-]°(2l") 101O" 7'-4" 7=4(9d) >'-4"(0O) T-9" 9'-/"(71') lo'-a'(']4') 'L O'/ 7L/^ 701(0-1 7'-l"(QO") 7L~1' B'-5"(21") 9L/o(go') /4,_o" .1v 6'-ld'(Oo') G'-ACal G'->° Tnoy QI") 9'-G'(QQ9 /5L0~ OL 5'/ 0Lp"(0o^) G'-B°(40") v'-3" T-4'(aP) 940'(QO') /4'-O^ 01/1 0 51(oo') ON 00000) BL/o'(AM /5'-O" S'_7n G=B"(nl') 0'-5°(0/") 5'-7" N, N'(0l') 6'-e"(o3°) ,'-Orr 5L 5" VP (0/") 0-/"('11') ON colon) e- WI a J) 'n,9 W%w 5'-/-"(4/") 5L O° 5no"(011 /5'-O" 4'-9" 5'"Ral') 49701) 4'-9" 5'-7"(/L") 20 KKW L/✓E~i}'NOW LOAD, 90 M" V W/NO gr_on on 01 0'-0&' (l7") - 0-o" 5'-5'(/9") WY(M) q'_ of 5L7n 5'-9^ (/B")_ J'-7" 74V W9 70119°I 5,_5n 'I-B°(QO"1 7'B°(oor) //L O,/ 4'-/O° 5'-4"(IB°) 4L/o^ T-4^(00°) T-4"(i1d) /0LO" 4'-`0" SL(1"(lB°) 4'-v° -/~a°(2o°) T-a"(ao') r50orl ¢'-5„ 5'-o^(IB") 4'-54 (a'-ll'r0o") G'-//"C 2o'1 MOOn 4L,^ 4L/o°(111 4'-0" 0' 1o'") GLBV 30 PSF SNOW LOAD/ 90 MPH WINO 'v OR 0 &OPP&) 9LO" 5'-lI^ 4'-to°(l7°) 5'-lP' OLB°(lB') /o'-o" & V 4'-7a (I TV T. s9") /l'-on gr_4r 4'-5"(/7") 0¢" IN 10o A 0111) lQr-o" 3'-0" 00101 500" 5'-W(/9") lg'-O^ 00-11" 4-2" can '2'-I" 5'-9"(/9°) fL N[1M05R SHOWN /N PAREN)7'/E9/5 /9 9/ZE OF O H%P/W9/ON BOLTB MqY EE L/:]ED W?H CUBE CONCRETE FwI//•/v GuBE CONCRETE FOOT//.ro_ SIZE SHOWNW 594E07"ESIB. ROOF PANEL SPAN MAY GOVERN, SEE RIX]° Q ANC.Sbc BOLT6 OR6%/° ~'9/ON BOLTS WITH SPECIAL INEPECY/ON PANEL SPAN TABLE,OW6. 490 TO BE USED W/YN cuBE coNCRETE FOOTlN6 9/ZE SyoWN /N PAREIJTNES/5. TA6LE OWG.490.4N MAY GOVERN/ sEE RGa~ PANEL SH'iN GLIVT ///PENE GHAN/~(EL EAJ LOY OR 40 T g"Sq.ALUM OR E 5/OE SMS- F/ . " ~PO~T PE '13 BT E BN. d TO PQ9T y BE1M/ '3- 3/g ~ M J. ~ PE0. 2 "T Bc•+cKET "T"BR cKET 2- ENBED 2/2'r n"! 4 PER. 24 - SPLICE BEAM INTERIOR POST ~ ~ 4- /B "qMO. I I 3°Sq Ar_uM. oR I i I 3"sq~/~ ET . ~2 ' mF ~ ' BTEE Po6T b PER LI ~tlOL/ 9 6 7 (9,1q"mANGKYi, SEE NOTE °7 S 0E 0 00 OrT/ON ALTE0.NATE ATTACHMeL/T /°OST TO BEAM POST TO SLAB 1°05T TO FOOTING ENCLOSED PAT/0 COI/EP. ATTAGMMENT LBNCyTHS .AMC W/NO SPEEp MINIMUM ATTAOMMENT LENGTH 70 MPN /.O + PROJEGY/ON 9o MPH 11.5 yyyzpr 63 r w~ g x U Q 2 Lo W~6 m z Q N 4 ~ ~T W~ J W Q nQ `l Q 487 77MCAL -l-A7-10 COVEF, EX/ST/NO RES/OENCE W 'T J pNEOF TNE9E Ce°~GYMAxJ W .°AOES MAY6E / LID OPT/ONAL1 M - - - SL/O/N6 GG - CSEE DOOR ~ 1 - - ' ) LOUT/oNJ ~ C A E/JO WALLS \ OFT/ONAL F/JLL a 3 p I ~F% F/r SOL/O kLgLL QXJR(2/✓x0° LOCAT/ONS M/N, g°zOe X.) I my • 5 cO NE W I R R 4 FOR MAX, G °68 _S/i3RY. TO SL/? .PL/O/A/G DOOR ~f/MMUM: Ga. xPROJEGT/ON 0 70 / /PH WINO /N FRONT WALL /.50 zPROJEGTIONE 90 MP/{ W/NO SEE TABGE °F° - DWG. No. 490 ,S. TANDARD ENGLOSURE-TYP/CAL FLOOR PLAN HTANOARO ENCLOSURE-FRONT ELEVAT/ON SLOPE PE4 PAT/O COUE/i PL4N(O+b. A9~v E FLOOR. PLAN SAME AS 1 MAX. wIOTN, SEE TA6LE`O , OWGf. ¢9o i ~ ~ ° ETANOARO ENGL09✓IZE EXCEPT e.1Y WINDOW MW. W/OTN: / 5 x PROJECT/ONG+90 MPH W/NO NOT PERM/TTEO L^ /.5 P20J ECT/ON C' 90 MPH W/NO FRONT WALL STANOARD ENCLOSURE ENO ELEVAT/ON TYP/CAL ROOF PLAN,"6UMP-OUT' ENCLOSURE Op~ PAY10 COVER OPEN Af+FA PER PER OWd. 467 NOTES eb¢p9 O DWG. 4BG F 6UMP-OLI7- E/JCLO SURE ENO ELE~/ATION M . G F/ T F] i G \ /NOTE l~~ U Llgq~ ~ \ : 6° zrae MAX. g ~ . l sLIO //Jb OJR MAY I OCCU R /N FRONT WALL l 2 BL/ MP-OYr Fr<1GL09LIRE BUMI°-OUT ENCLOSURE, FRONT 4---LE~/i47-lON NT Fl-lLL HEIGhT POQ4 JAMB MATEOIIHBOR TO CHASE 51 P ~ A N~ /L9 / ~ `A ET ~ O OPE E 1 V~ ' s 18 19 <e 5OL/O (a SLID/NG WINDOW MULLION l°ANEL MULL/ON \'-"J OFFSE 'H -OA 5) H^ ER~ F/XED CGLAZINC> MULL/ON \~J _ _ _ FULL H PosT x Q8 ~ ZE 6z$§33~ .yA m ra >2 Z~ O 5 U ~a ti e~zO W U ~ Z U W ' H J n (v) I • I I SLIP/NEB DOOR JAM6 ~J SWINCy/NCy OoOR JAM6 a) N FULL HEIENT 7 / W/NOOW II MAT/NO `„N°~ OFFSET H I II MULLION, II STANGriRO °N ✓ F/x E0 ~LqZ//,/Oy WAL 1 OR GHA9E ~N° MULLION C OPT ¢QF CEAM~ CORNEfZ POST \i/ CORNER POST \~TJ BEAM SLJFPORT l°OST MIN. ~eX/ST/NG FULL /rs G 0 HA/ I I Ir- OFF6ET H °OR 3TOY/' hOl°ER/n\ A 3 ~J J / E_ O N W000 E SE E W000 U .K V J "L 33/~E ~ rsen ~ UCCO 2 K/NC> W NTnY' 94 o T 2//x2q JOB NO. e osr L-l IiCK/ MN.MIN. ) PRAWN BY T o Owe NO NO BEAM SUPPORT l°OST \iJ NOUSE~S/DEWALL 488 4 eFG Q4~MAX, x/49M3. La G// ~w METALS 3G MlN. BACKED NENE . R/VETS OA 'K8 9M9 V //1a°o INSULATED ROOF PANEL PER NOTE x. i i STA(,/OARO •e e 'ONT/NUOU6' RAF> R SY/FFEN<.2 PER w/ 2-~B sM6 ro aAFFFYYY6.2 (J POP P./VE]S C>y o9ME@/7//°c7LT0 %FFENER OLAZ/NG 9E£NOYERl2 11H, SEE O FOR PORTIONS row CT, OTa P^ CE ~-4/-" TOP 8 - CK t / NOT SHOWN MULLIONS, SEED f NO V SIOEWi4LL TOF OO `i LCercw/ RAIL PERQ RA/L MAY mF SEED FOR PORTIONS NoT SHOWN G OF BEAM FROMEA. 9/~ OF /-R SLI ^H (2 PEA PANEL SEES '171 -7) BOTTOM YMGK SPLICE B°MlN/MtlM FROM ~/ERY/GAL MULL/ON ll\\I~aT11F~nlellu ~ ~ , Z Exrs>: CONC. {II\ ~ , -Nj , SLAB /N CrNO I _ LV , coNOIT/ON riRFTER/5L;^F- ER~ SINGLE POST O OOLIBLE I°OST ~V) TW lGAL @ SLAB ov GL~C7- A- O-~/U 9M5 PEA FOR nEYA/L NoY URETHANE PANEL INTERLOCK, SHOWN .SEE OK _ FOAM CORE TYPICAL EACH CAUtK PANEL (Q4"°/° M/N.~ - 6Gq Z /NG C ONLY T9PE - - - CON>. T/FGENEA P MJ {6N @2'F~Yc o PE¢ Z7 (DRIP >RAYJ m 4x, EA cCH a .E SEE DETAIL A./oo~oR 2'/x,°.~ 20 GA. GALS/ FOA OP7'10NA x./25'/TU9E.'/`R 1331 a BEYOND -STEEL SKINS INTERLOCK CvNT. 6TMN. JAMG /°ANEL INTERLOCK RAFTE/2 cST/FFEN6.~aS ~N> eE/~~ MB 9- PIO 9M9 O VC"' PANEL /NTERLOCK 1j (ap INSULATED 20pF PANEL PER NOI-E X// AA PANEL INTERLOCK 2. / 489 2°e 5~@ ~~O~~-TG PLJM BETtNEEN E4. RAFTE0. '/B SMS @ EA. PAFTEP-I~ PER 7"OR/O°S BEAM PERO 02l BEAM PER Orz ¢ - -F1 SMS. EA. VICE ?7!BCO°S-BEAMS a /O'/BEAM. BEAM CONNECT/ON ~ 6EAM CONNECT/ON \~J 6EAM GONNECYION R FrE FYF,® 3PACEO FERTi~OLEE q~c oLAZ/hlr SEE NOTE w/2 / ON DWG, 490 O8 / ° S TOP TPnCK To GLAZ/N6 G°+° PER rze l gaAR ON MULLIONS g CRYLIG BETA/HER coN>NVCV/6 PE I 2-"SFO T-EX SCREWS r ~ Lill EA /i.q~TE4 1~// ~ I \B N > r 2 ~ GKEO EOFR6~@ ZE 6 SMS _ ~ WASHERS e! 8. r~ U~ o~ S 00 ~ j 0. J 0 7 ll1.1q WO TABLE A"; WWWWRD ENCLOSURE FRONT WALL. 5EAR/N6 MULLIONS /O 1°5F L/VE LOAD M.1x/MUM - --MULLION HEIGHT MAx/MUM FAT/O covE¢ O/MEN9/ONB NULL/ON 2p~Y9TEM ~3"'Y JTEM ( 70WH 9o 70 90A O'HANE Y'Wo ' 0-0" /G'-O" 2'-O" /l 609 l 7- ' l_ 9 9" / /l 99 01/ l'-a, O loon /7/_0" /101 01G" Wall 0'_61 16,01 co' '21-01 '61 0.1 4 ^ 0 ' 91- ' 0 ° /1-0" 17 /_O" /10" 2 9 9 2 7 9 9 9 /'-p" 1700" /'-O" - /DLO" OLD" /6'-O/, 0161 3G"`Y 9'-9" 6'-o" 9c 9" 909" /7oa' ad /7Lod 11-01 /71-0^ /1-O" 17101' /'-p" _ 20 PSF LIVEISWOW LOAD /l'-O' 0,_ 01 716a 2 L o" - 1 1 " L9' ' " 1'21-0" lr_6,n 6'-6" 1,,, _ 96 46 7 5 9 -o 6 .1200" 1r_Oa 9!01 /Lob /510° OLD" 9001 coon /400" 210" //=0" 1100" 42°N 700' _ 9~x 6/-0' /4'-0" /'-G" Pl " /L0n 13'-0' l1-On laoO" /'-p" moo" O'-0" /3/-0" o''-O" 1400" 2001 /4L,1 2100, °4 -0' 9-9" 9b" /4ood V- 'KO 8 /310 On 0 IpLOe p1 lo Woo" 0'-00" $O /°s F. Sh/O w LOAD 7L p1, 2/_pn -._.$~uao 'IL9n 919" 6L0" 7/_01 6'_0" //_0H //-Oe of loo" - ---g"0 a "a 0j w p 10001, goo, 0%01 /S1 01 42 k 7-U" 9 9 B 3 - /O'-41, l/_ pd 6001' 1/_011 ,no cool 6'-ro" pLO4 loco" 11'-09 _9GN l~ 6~0" 0~9" 909' 6c lo-4' look /00'1 local /I O~ 11-0 9" O! 00" 01011 TABLE°O°~r6UM/°-OUT'ENCLOSURE,7~lAX/MUMW/o'THS 1 AT /O// 7- BEAM AT 7" BEAM AT Co'1 S - BEAM /O//PSF L/VE LOAAM@ /=PSF Ll~/E LOAO© /O PSF L/~/.E LOAO@ MAX/MG./M r°ROJECT/ON W/TNF$. LO 9UPrNRTf03)O W?HOC/T P7G.G~ l9'OQ4T/`OOT~ MAx/M[IM AOJEGT/ON WITN PTO. G~ L/P/~Tl=OE1~ wRHOUT FTa B /-IPPo,aT POET MAx/MtIM ,nOJEOT/ON W/TH FTa. C' U('PoRTPQ9T~ WITHOUT /°l5. L' 9UP/~0-r9JBT® 2OLO# 3/'-5'/ 20'-On 2/1-2^ Wood /91-p" 301-0" 191-Or/ 2/'-7" 191101 /610" 32/_7,1 16-01, OaVO" A0'x1 1d-l" 17c /6-o" O' l6-/On 5417" /5'-4" /5'-0" 123/_4,/ 151-011 /9-3" 15041 /4'-00 35L4.1 l0'-6" O1 63'-/0'1 141-0' /6'-6" 131-04 36'-4" /71_9" 13,-O1, 24'-O/1 /7-9, 15LOI 20-211 /7191 la1_Ob 051_2/ /91'2, /a, On 20'-94 19-40 wo+1 2p O1/" goo'/ 25'-8" 2o4p 11'_01 /21041 20 -llu lo-o/r 39-7'1 113'-1, /000 " 26/_91 ~3r_l" /o-O" 1_12-0/ /12001 9'-0" 4/-!° 251-7' 91-0" "17'_6" 25'-71, 9-On 24'-1011 22L/O" dco" 42'-611 a51-9" 0-0" -26-3, '261_91 dL O" 2309# 23-91, 20F5F L/VI-51 OW LOAD 201-dCL1V4 SNOW LD.CO - 20 Ps- L/VE~sNOW LOAD /01-0" aaol0" /Oco" 16'-2" /O'-O" /5-011 '17'_!01 15'_01 16W ON /5'-O" /DL 5" - 26'-l" 141-On /9/_O" 141_0# /5'-71, 26'-lon WOM /916" 131041 /610" - /aco/1 1291-7" /2'-O, ao,_0n /0ool/ /6'_51 Ho 011 30'-0o1 81-/0" 111-00 "20'-Y' 1/1-01 /moll" l/1_lon /O'-O" 5/0 W 151_01 /0104 12/13" 1310" 10104 /71_6" 13/_0/1 9 -O/1 32071, 1¢'_01 9/0l -yogi 1400" goon /d La'/ /4'-0" '5-0, 39'-/0" /coal 6001 2"3'-/0" 10'_3'2 g' On /g'_lpx 160 D1 '50/-OF ONOW LOA0 3O/°SF SNOW LOAD © 30,-OF SNOW L. OAO® 1500# 25-0" /7'-o'/ /31-0" /41 p# - wo00 25-10! /2001 /7'-5'/ wood i4L¢n _ 150-71 O/1 /T-1/" OLOb 14'-9" wood 0700" 101-Otl /60 a-1 /010" /5-3/' - good 11605" /O'-/'/ goon 19L2n /01-11 9'-o^ 15/-/04 /Ol_/" 5LOe 4917' 1104" 8'-011 0060/ /11_4.0 61_61 1005, "a 4e ZP 1 211 rs Z. O~ x TABLE uB~/ STANOARO ¢ BUMF- OuT 11 ,E/JCLO SURES-ENOWALL M/-/LLIONS MAX/MUM yJawsNUM MULL/oN HEIGHT MULL/ON 0 2" &Y9TOM 0 54 sYaYEM 3PAC./NG 0 70 MPH 0 90 MPH W 70 MPH E' 9OMPH 9'-01, 709° I IOLOII '2 -on qa~a= on 610-371 /0001 /pLOA 90"A /OLOn 6''/l" 101-On loco, TA,51 F "C"' BUMF-OuT / ROOF PLASTID-. _ /3AX/MUM MAX/MUM l°UAL/N 9PAC/NG uve/eNOw #a= 30"=/=. 30,=/c 481/N L-0AO /O F6F •125'2 .125" .125" .125" .1a5" 00 PW .145" .145" .1"2s, .r26" .1250 Joan- - *f. SEE NOTE-112 FOR OEBCR/PT/ON- 7/+'E LAMINATE= GWWSV MAT" 6E 9L1B9T1 rarA50 AT 24// 0/c RAFTER SPAC/N6 ONLY Ql -MINIMUM WIDTH Is /-Oc PL=O,v PLANS ON O W/NC 468. WINO LOAD l9 EITHC-.4 70 MPH OP. 90 MPH, M/N/MUM FOOTING S/ZE 15 oLO// SQaAAE x 1 L 4"TN/CK. ATTACH BOTTOM 75"CK 70 FOOTING WITH 2-1/2110 x/O, LON6ANCHoa BOL7S- ®-ATTACH 60770M TAAO,K 70 `30••46 W/TH 2-;/81~EX5°NSION DOLT9 EM600010 2%y"M/NIMNM. (SEE NOTE X7) Tia6LEaE~tMA->cfzOQ= PANEL SPANS MAXIMUM MINIMUM ROOF P15NCL THIG/uEES AoOPLI./E/ * 1407MCK "l i~- Sl/04/L D NO SKY(0H]^- W/TH 221w= Np 9KY4 W/TH OKYLI6 /O PS<LL. .001 /31/0, 20PJFL.L. /217 1009' 20PSF5.L $ W WO Lo40 /5 70 MPH OR 90 MPH ded" SKYL/GHTE SHALL IMIMAT LEAST ONE ,SOL/O PANEL ON EACH one, AMlN1MUM OF TV✓O (/1 SOLID PANELS MUST 4E LOCATED Ik.k+ 5EE NOTE -15 ORAW/NG NO. 460, TABLE "F .911D069DOOBV /N J'T.41VDARD ENCLOSURE F1¢ONT W41Z MAX/MUM MAX/MUM PRO✓60T/ON ,POOP L/V IWOW LOAD Tq/.S 10, a 4' /z ELaEyA/G/3 @L)ETA/G OZ /010, 6061' 1600'/ 20 PBF 806" 30 PBF ~zo ~UU) . Q 2 (n W W W Q ? W 0 0 0 u W =ATE ~ e.r 490 o F F ~ I 51 1 F }N '~N my .05 mN .050" N ~ TYP N N TYP ~ (v ~ C ge 75 1.OI ^ O ~aS° N a OG5^ C 5' .090" .090" rYP OFFSET "L/" w STANDARD 'H CHASE- \NH" S 80TTOM TRACK O TCl° 7-AZACK L°J 7--ol° TRACK "t=- VE 5.15"e 5" 5YCYeM ~~1.15Cn^~ ~"5Y131 =tif G 70 O~O^ O NL TYP 115" m 0 05° =0 7YP N I .515"~ 1.Y5°1.00° L HEAD ~ 0~ 0 4od - -75° .5Q° ,/D - JAM6 m h r O -SILL 2" SYSTEM ~ 3' SYSTEM GABLE ENO 21 SY6TEM TOP TRACK V'l TOP TRACK L°JJ L✓A LL CHANNEL IO W/NOOW Pf\RTS 4 OEFIAM PURLI[./ CA[°~' 14 C- A5 ET r-OCKET IrJ N 010! C Qzo• O .055° m i0 O ~ 05° r N 0 1.805 PANE[ AGFZ'!L/C AOa.P OR 2"SYSTEM OoOR JAM6 * F/ X EO 7 GLAZING STOI° 1 PANEL SpL[CE. 2.sco° ~ Ir z° FLUSH MULL/ON CAI- 4ds' .090" 18 .0~.0° . ell FLUSH MULL/ON FL USN MULL/ON 16` 1.050 :460' 0 N LT- r- 3.000n N N O 0. E/EAO NO 05 a ~ o .sa^ .-15°.-ra~ ~ -JAM b m ~ I I cm O} 5/LL 3"SYSTEM 2 WINDOW PARTS i1.0~15 N = m a 50" MULLION OTIFFEtiIER `,J OKI[° TRAY ~vJ f'fRNEL ACIA°TOK `C J 00 c o .050" 725° Zg r u z z Q y F J ~a 0 0`y2 m ~H U1 m 4 F m Q r;, NO. 115-1 r o~ ~ _ OT2e rQ m o HANGING CHANNEL 25 HANCyING R4/L~. MAT/NGa aN" GL.AZwe CAf OLo°M. 6L/GNC /NF BNE- 96E Tr. MI/LL/0,i SP 6EE Ti!BL-E NV J J EM~O POST HFWCE /OV SEE bET N TABLE°E" ~ C[JftVEO ROOF C' FRONT L-JALL OA /V6 CONCRETE FROM•6+.~ 5/DE~CF ~ H' M%JLL/ONS um 0M5 6Aw 9/0. ER•DH) OA 19 ~ °/r~°w~ETe w WASHER ~ 5 Z x EK/0T. CONC. L1° + ,_p Yo SLAB ATTACHMENT \~J L/MlT FOR TYPE T GLAZ/NG, SEE TAP LE °H" M/N/tee M ROO° SLOPE /S PER FOOT T u P 9 l W H I S / Y X01 CUR~1EO ROOF ENCWALL ELE~/ATION SHEO ,zooF ENO WALL SLE~/ATION ~WEEN EA, r I//+//53 POP RNE]^ OR RAFTER 0YT0/F EN~4 aq Y}TO #8 SNf' Q LAZ/N6 E/EE NOlEfb7 EA. RA°T62~ _ oIREC.TLY OJ'ERT'HT/ {""i SEE R FOR O°T/OVAL MULLIONS 1 TRtiN S/-fE0 RO01~ ~ F20N7" WALL ~B FULL HCa1C~/T C~9E"H nn PER G~'AILS GEIhIEFZAL NOTES E~ '0l°E:CIP/CATIONS TY/O P^T/O COVER ANO ENCLOSURE SYSTEM IS L/M/TED TO RECREAT/O,N ?NO OL?OOOR L/V/NG PVRP0V3 ONLY i.40 15 AW T TO BE L/SEOASA CA•U°OR GARAGE, ETCRAGB OR H46/TABLE AOOM Q, OEB/EN LCAGS: SEE TABLES FOR DESIGN LOADS. 3 MEGHAN/CAL FASTENERS; "POP RIVETS SHALL e 505Q ALUMINUM R/VET WITH A 7176 ALUM/NUM MFWO/3EL AB MANUFAG'TUREO THE L/.S. M. CORFORAT/ON. SHEET MEAL SCREWS Sa/ALL BE ))i/, Ceeq !=T!'FP/ 7/NC PLATFO. GAl~ /7eC STEEL OR 120'24-T4 4, 5. ALL STRUCTURAL COMPONENTS CF 7111S 6YSTEM TO BE ALUMINUM ALLOYANO TEMPER 0000-7'G UNLESS SHOWN G. 60L/O WALL ANO ROOF PANELS SHALL COMPLY WITHAU EVALUAT/O`/_ ! O nLLV~ E L/O ~PORTI ~ON9 OFH PANELS BU6JE7T TOE WAT /NTRU6/ON SHALL BE FULLY CAULKED, 7, ROOF GLAZING' 7YPE7 GLAZING 6HALL- BE LEXAN MONOLITH/G POLYGARG~ PEA TCBO EVALUAT/ON 9EAJ/CE WC, PEPOaT N0,3•16G. SEE CL/ VE I.CC FJ./DWALL ELEVpY/ON FM OtMZN010N LlM? FCR TYPE L GLAZING MATER/AL. SEE TABLE 'ILI FOR OHSCA/PT/ON C TYPES (A- T P %L) 6. WALL MATEWALS: THE L04eSR ~ ALL ANO OVE ADDITIONAL WALL OHALL AE AT LEAST ~l 5 /°ER06/J7 OPEN BELO W A MINIMUM HE/BHT CF 0`13' W REMA/N/NG POFx C} COMJ-LLWAY E SOL/O PA PCi EA , F/%ED PLA^oT/C, O OR R O CLASO S COMPLYINaG Wf/N GFiM/ER 6+ 4 CW THE UNI VN/PoRM 9. SOL/D WALLS: THE HALL NQT REQUIRED TO BE LEFT OPEN PER NOTE *6 MAY BE TH/CK FaLASS O /°LA6T/C CA FULL HaIG 1T S°L/D WA' PANELS PER N1 Ta -C. ALL GLOSS SHALL COMPLY W/TH CHAP/ER 54 OF THE UN/FOAM BUILpING COGS. /O. EACH /NSTALLATlON SHALL BEAR A/-/ /DENT/F/UT/CN TAB GN/NG THE NAME ANC ADDRESS OF THE MANUFACTURER, c Sl.N LOADS AND EVALLKT/ON REI-ORT NUME . ALL ITEMS I~SRTA/N/NG TO EACH /NSTALLAT/ON (PRp/E(.T/ON BRACE OIPr/ON, ETD.) SHALL EE CIRCLED. H. ALL CONCRETE SHALL NAVE A MINIMUM 'J6 CAY COMPRESSIVE STRENGTH OF • OCOP0/1 EM8DCDE0 CC NSA PoOT SOIL 069/eN /S BASEL ~j CLASS 5 CYt OTTER SO/L P TABLE /19-8 OF THE U.B.C. l9. E/THER THE 1T BRAG OR THE EMBELbEO POST OPT/ON SHALL OGGUA AT EACH ENO (CORM'ER) OF FAONT 1NALL. THE GLASS ROOF FRWELS MUST BE F/ELO ASBEMaL C ANO /NSTALLEO BY INSTALLERS ACCEPTABLE TO TEXAS ALLM/NUM INCL/E7lA/E0 , /bC. In. CONCRETE ANCAIOA5 SHALL BE STW RAMVE 1,R OHE 0 N3'✓-Ci ILL ANCHORS PER ZC80 E~~ALUgT/ON SERV/CB, /NC. REPORT NO. 137/2 ('14110 DOLT W/7~~pll~ ANCHaR), /6. WHERE FASTEN ER9 ARE SHOWN TO PENETRATE EXIST/NG WOOD STRUCTURE; PILOT HOLES OR OTHER SUITABLE MEANS SHALL BE L'SEO TO LOCATE THE EXIST/NG W000 MEMBERg, WHEN ATTACHING TO WOOD ST/,IOS/ CENTER THE FASTENERS ON THE 9TLD5, SOLU_7 SLICING WNILDCLJ MLILL/ON \++J PANEL MLILLION E F/kE0 GLAZ/NCr MULL/ON A. 0 ra U'"y ^ ZS O~ 0 / 20 W 00 2 U H J W Q Q J WCV. NO. 115-2 12 oFB PuAL/N 9/9'.GNG E TABLE PURL/N 6TlFFENERS `~A• L°¢1'O /1q ,MAX EEEO~O GLAZING SEE NOTE °7 T-7-1-/GAL FLOOR PLAN `JEEIKI !-~R C]PT/GYw+L T!•NNeVM YE/GNT OOd?JAMS 4 E~(/'j`j/flay RCS/OF~CE~T poyn qQ 5_ TO c. ~ ~ENTNLS ~OPEM N6 / FULL yT. '~/O W000 WALL CHANNEL 9GREWS!' ~na~s WOO PER IC 69 1 7- /OTCOGLE BCLTS @ 8211 ¢ STUCCO i BACK/N6 Ya"m POP E OFF6E 7 JI S B 9 9 S 7,V P CT M ` N° ER/n\ FULL HEIGHT 2°xr BOTTOM 4 E b YO L`l . pq dun 3^PpsT N E B (.COQ°TH/GKr MIN. ) E ETW TYPICAL EA. E/L~ SL/O/NC DOOR JRMB \Y) SW/NE'/NC7 =C)OR JAMB ~ HO/J9E/S/OEWALL JAMB J) c FL/RLIN ST/FFE/VER.S LAZING SEE 5 -/E '7 0 CONTINL/OL5/P PANEL ACR SET/FF ER / ROOF PANEL PR I6 (~R ACAP>'CR FE BEE NOTE~(o SAY) BETWEEN YLIC.p IWHF_RE QOOF 55ME OR s5 SM9 a46"-1. a~3 9M9 NTAGN/NE V CRELJ$ 4CH/NE SCREWS 2 c GO/J//NOUS coy?/NUOUO 'ZING GLAZING PANE(/~~ CAP aB SME NABI/% ~ y -E GENERhL JTE 7 /Q PE'R\'l 90L1OPfNEL 4~ k PER,WTE oce y z 3 ~ FY ~°~IH C-fvKET r7 xkG!/°ER GONT RAFTER ~o- o. EET{JEEN 6T/PFENER /°ER ago .-d aw.- ST/FFENE45 TO .°AFTER o- .e - e a a L °uRUN PFR l J PURL/N PERQ B TABLE °A'l CONTINL/OUB ~T-AgLE ~A" Wa PANEL ApePTOV r g C~ GLAZ/NC PERO @ SoL/o Ru/EL Z. n >s E. EFC,T/O/-J TNRU FLIfZLIhI `l o AL M. ETRMS/°X.OG2 ~H//5-~B'~/4JP < RNETS EA.ENO AB 9FAWN(JTRM1I°'- MAY BE' OM?TEO WHERE STEEL NOWALL DOTE ARE EMB L1cO NTO LANG. FTCa. PER OET.~) W/ LL w CCFaNB`/0 M. T O O 3"x gu•./45" 41 eg"SYSTEM ^ 0 0 rA*,, S-TV j W r* A (w ) J U .r 3 J :G E F 2 rr m \ \o m F W W ~ g-/g°~uPoP.. U O a " ~r-ARs/ae o z ?i E TS P" CONIC. BLAB H N ~;qR s/oE Bo770M 7P.ACk l°ANEL ~ACR>'L-/C TRAIJS/T/ON \1-J STRAI-' Y, 5RzAcE OFT/ON EM/3ED POST O/°T/Oh/ \~12) " 70 9EEO ENO WA L OF~SET -14 " r~An~a/glerryy (14 '~69M5 TO~ ~w/+ULK m7ollAj EEN, GR^o/~ E+O M 'TRACK PER 5 8-"CO eMS ULILK GLAZ/NG (OCGU 9) q ' ~ I I FULL NE'lOM ~ /1 2 5C / l3/ PRONT WALL) / IPOBT TO.7OP ¢ BOTTOM TRACK I DPT/OVAL I TYP/cAL l TR/M ° ~ no OST CORNER / (7~ 7"A401 l/6 n.`~P~n RlX/ETE Nnq TYPICAL FIXEO OLAZ/NG JAMB ///An ACRYLIC ELAZ/NG WALL ATTACHMENT CP EXIST ,✓AVE ATTACf-IMENT co) SEED CONT/NUDLIS RUB6ER 5H/M1 ~ ENO PURLIN 2-tB SMS 02¢n LLL HEIGHT /ULLION BEyONO SEE JO ENO PURLW EAEGE cK AVNEL 114- lO SNo T TOVG W/4- O °URLIN aA. VIE RIJETS ~ S/OE :LOW uFr ETCP PE 24 BETWEEN MULL/ONS F S OP PER ABOVE W/NCO NATEO ~~N^OR SECTION PURLIN CHANNEL lO X /d//LONG SMS 70 L/N j// k n - :Tg EA. SIDE WEEN FRONT EET WALL ANC '--/CENCEJ 'n 12. yB//~ IroP RNEiS J El. S/OE > E F j ~ F" ETO° PFlz~ y Q ABOVE T✓°TRA K ~ L '/1 X 1I ABOVE 7 TUZBG E ABOVE TRACK FAME G %0 AS B MNLL/ONg (48 (4B^dc MAX.) SECT/ON culzvEO ROOF OL NO. CON, TOFCHANNELENOLG4LL 115-3 30FB TABLE "A": MAXIMUM PROJECT/ON-/°uRL!NS to I-eF L111E L OAO i 70, 50 910 MFH 1.JlNC ROOF N TER/AL C/60c/c SP C/NG ®4/°=/e 0,-A0WG 124"Y SPACING L-'30u E ACW9 L'36" % 9PAC/NO E42°°% =PAC/NG @4B"=/~ SPAC/NC> PANEL 20' 4rl /9!G° /6' 8u lT-Can /COr_Grr /g r_yn /c _/v SINGLEPANE 611165 'Ak 20'-/" 191-2/' IBl-4° - ik ,_-SEE 6ENEFW~. N~rc ,n rc:ra Lc~v-:rv~ r r~rv yr /~v_v , fK Mr' EEE TAGLE' K ° FOR DESCRIPTION OF GLASS. TABLE"6' MAXIMUM PRC~IECT/ON-FRONT WALL 70/' 77'zAC)'-' /O PSF L/VE LOAD ) TO, g0 Ti 90 MPH WINO /°LJRLINS 0 %2 SPACING OF MULLIO/.19 !-ILINS a SAME SPACWN ^o MULLIONS PIOOF DETAIL OETA/L OB DETAIL C.4 05 MA7EFLAL FRONT WALL MULLION SPAC/NG ~X0'l=/c 42'Y 46"v - $G"/ 424=1- 46"% Son=/ 5G"y 4a'% 4a'r 9oL/O /°ANEL 201-4" /9LCe" /aLa" 110E 4" /9LC0" l$LW l7Lte" /G'-(O" /5L9° l5-1" SINGLE PAVE oLASs Qo'-I" 19L2" l6Lfr' Od-ln l9! 2rr /4!gn - TABLE "O": MAX/MUM PROJECT/ON-FRONT WALL MuLL/OVS /O /°SF L / VE L GAO, ~O MPH IA11140 FRONT WALL MULLION TYPE .215`1,67EM, 0=!-AIL /Q 3"SYSTEMr oElA/L OI ..FRONT WALL MULL/ON SPACING 30"% 500-/ +0"`/c 48"% 72ev* 3o°=/c 5<on ~ 412 Y, ¢8"°k 111 ffff /7LCO" 2040 /9/_G" i6L5" 17L5r, 17LG" 00'-4" 19 LC0i' 18'-64 17E" /O /°BF L/VE LOAD, 60 Ml°H WINO 17L,, 00L4" l9L0" Iar-b" 171-5' 17Lr0" 2o'-4 I'7'-5" 10 I°51= LIVE LOAD, 9C MPH W1W7 17LC0" 00L41 19Lw I-1L.51 /7LO" 20'-40 /9/-G° /6'"au 17L 5" . +.I Al-'/"'LrCtl /O MAry `CCL/KCLtC-/ LYi SWING-1 OOGM"L OL/RS IN FROM"~'~L°Ll- 9EE OE7O TABLE°O": MAX/MUM PRWECT/ON ,I X'1-6R4CE C/°71ON- -,~C /°SF --I'VE LOAC, -70 MPH W/NO M1%I MUM WL MINIMUM KNEE WALL HE, HT HSIM 6L0" 7'-/0" /O " 112L01 /4L 00 -6'-C0' 71-5° 9'-4" //1-9" /5''6° /!LO° 5'-9" 7L5" 9!s /01_7" /O PSF LIVE LOAD, 80 MPH WINO 6Lp" Cjr_/x 7'-64 9L6" //LO' BLO^ 51_an 711-2" 9L/" /O'-G" 9 L0" 5'-4u OLIO^ 6L7" 9L 11" /O'_On 7,-6" a'-III, IOFSF LIVE LOACJ, 90 MPH WIND 9rou 4,_an r,~.-Iln 7'-5" 6-7" 4-21 5,.40 1,_8n 7L9" ENOW/eLL'OR FULL HEI6H7 ENOi'dALL. TABLEUE MAXIMUM PROJECTION EM6EDDEO POST O!°T/ON* /O PSF L/VE LOAD, 70 MPH WINO NAXIMuM ENOWALL HE/GH7- CONTINUOUS 7=1-CHANNEL ENOWALL FULL NE/GHT ENO WyLL 6,_OU l41_o.r 2oL4° a Lpa /4r_On /9L2n 9-0" /4'-0" l2'-Oe /3'-7n /S'_7u IO PSF L/11E LOAD, BO MPH W/ND 61-0" 14'-O" 15L 7" ar_Orr 14LO" 4r_an 9'-0" IO I'-S/= LIVE LOAD, 90 MPH WINO a LOU /5,_04 13'_Oo 9 _pu 12L 0u l2 r_Oa lO'-O" /OL/O" /OL/O rr '3,L ANY KNEE WALL HEIGHT MAT Bc uncu. TABLE "F MAx/MUM 5NOWALL MULLION HE/6HT 70 MPH WINO MAXIM[/M MULLION TYPE MULLION SPACING 2^EYETEM CErA/L O 3"Sl'GTEM DETAIL Ol //2L C. 5CO" c BO MPN WINO 24'4c /O'-O" /O'-O" 42'y 6Ljod 101-0" /CLOI 90 MPH WINO 24"y /0'-On /O!O'r 30°v 9'-9° /DLO" 412"=/- gr_3" /01_01 4a /O'-O" TABLE M.°x/MUM srRUCTU,¢E SEISMlG LOADS LENGT/-/- EA9/G WINO SPEED A' - - FOOF 70 MPH Bo MPH 90MPH MATEPJAL 9EI9M/G ZONEjk ZOJE 4 20NE 5 'ZONE 4 20NE 5 ZONE 4 ZONE $ SOLID PYIJEL 5O,_On COLD" a7'-O" 90Lo' 791-0" /05LO" 9 /NGLE PANE Gt} SS 4!!OU 54LO' 55LO" 74!_01 COOLO" *MAXIMUM LENGTH IN ZONE'LF /`7 Tr`r' cu"-r MAXIMUM LENGTH /N ZONE 'lA /S 7G /CE ZL R 5 MAxIMUM LENGTH IN ZONE / /S FOUR T/MEB ZONE 3 TABLE 'nN'~',400F GLAZ/NG~ /O 1°BF 1-111E LOAD; 70, 80 ' 90 Ml°H W//JO MAXIMUM GLAZ/NG TY/`E2""M` GLAZ/N6 TYPE a GL4Z/NG' TYP'E ZS PURL/N MAXIMUM GLAZING ~ BOTTOM MAXIMUM GLAZ/NG PAO Y BOTTOM SPACING THICKNESS OET I$ OEF® T/ , EQrO rB T7~ l8" .125" +L on No 4-O" 4b" No 4/"% .125" 4r_O4 4/-0e NO 41_0" 4LOU No 24"O~ .125" 4'-04 4'_0° NO 4'-Orl ¢'_On NO 50° 3Ca°Nc .125° - 40r, ck .125" - 4a" 4c .125° SEE TABLE "K "FOR OESCF/PTION OF GLAZNG T;"I°ES 1 u t . EEE GENER<L /,,7TE # 7 FOR DESCRIPTION/ 7b 6E USEO AT CURVE O LY GLAZING TYPES Z 4&.= MAY BE SuEaTITUTEb FOR TYPE 2 TABLE S": M4XlMUM PR0./ECT/ON W/TN G'-O "MAXlMt1M W/OTH DOOR /N FRONT WALLaK' /O FSF LNE LOAD; -70,60 090 MPH WINO FRONT WAI 7-01- TRACK TYPE Acot- OET,41L O DETAIL © Gi'-TAILOo,¢ 9O I ^IrER/AL /°URL/N SF39G/NG la"`/c X14°v 3G" % Ia"v Q4°% 'Xo1 ~ /8" o Q4° c $GU SOL/C /°RNEL 16,01 /7L5" Io'd' COL 5:1-04 - 7r_On 8L ' 0,_01 5/NG,LE /P^.NE GLASS /4 L7° /G'10> COLD" 51-l0° - ct-&u 6L"' - fk W 7Q-/. MULL/ON TYPE- / TI., •L-" TABLE °T": Ex/STING E,4VEe~ to PSF L111E LOAD/ -70,80 090MPHW/W0 MAx/MUM PAOJEGT/ON RAFTER °L" MAXIMUM PULL /O^ l2" /5" NOTCHED !B" 22 u nCO FULL 224 2G" SO" NOTCHED '1.a $2" 3G" 2na FULL 544 San 4,2" -RAFTEFS TO BE GROUP Y SPEC/ES CR BETTER LUMBER S, ACED 241= NIAXIMLJM TABLE °K°- GLAZP-/G TYPES T ,1Z *M GLAZ/,lC TYPE ,OESOR/PT/ON MONOL MI/C LE POLYCAR60NATE bY/EET r~R2-C BO TYPE] OyA LCHT/ON RE/°ORT 3']867 -TYPE XL A LAM/NAT/ON OF Q PILES OF %a"TH'cx A'bJEALEO GLA TYPE7L ~,/rTN q/,/ /NNE2 LA YEA TH/cKNE55 OF-037" TYPE..nLL 5~G°TN/CK FULLY TE MPEREO GLASS n3 ~ 8~ z~ ~a .E2 r~ ~t s o" 6x 'r g >-9 01 5 Z~- 0 0 nn l W J Q o J 2 ut m 2 Q ? 0 W hN ' J N fl O 0 ~ 115.4 -TABLE °A'"0 MAXIMUM PROJECT10,11- PL/RL/NS 20 PSF L/~IE LOAO i 70, 8C 4~ 90 MPH WINO ROOF ¢/B"V L°2/"4c 024114, @ ¢5G"% G42"5'= 19 48"v MATER/AL SPACNG SPACING E C/NG sPA.C/NG E.'°AC/NG SP VNG GPAC/NG SOLO /7/.p" /CO=9" I5LG° /4! 0" 13L 8" lQ,-Bn 9/AA> PANE /0!0° l5 5n .GLASS '*'i'k SEE GENERAL NOTE, - w -OK OE7(~Kr'/ I, V' h L,' - SEE TABLE ° K "FOR OE5CRlPT/0N OF GLA55 ABLE '8" MAX/MUM PROJECT/ON- FROWT WALL TOF TRAC/< - 00 PSF L/VE LOAO ) 70/ 50 ¢ 90 MPH WINO PURL/NS %2 SPAC/NG OF MULL/ONS PIRLINS ¢ SAME 9FAG/NG AS MULLIONS ROOF -ZJEiTAlL ® G~ETA/L BO OETA/L AO OR O NIATER/AL FRONT WALL MULLION SPACING 3G"4 42"4c 48"c/ 90"y, 42' / -P.BNH /7~0" 10_511 /5L0" /4! O" /O'-O" /4'-6" /3'-B" /QLB° 111_/Io Im9NE ® W5 /71-0" 14'-011 /CCOe - TABLE C MAX/MUM PROJECT/ON- FRONT WALL MULLIONS _:.20 PSF L111E LOAD, 70 MPH WINO FROM- WALL MULLION TYPE 2"eY97-EM, =ETA/L (D 1 3"5T57EM,, Ce7-AIL OI FRONT WALL MULLION SPACING 30'E/c 5,2A& 42"4c 48"% 72°4'4 30" % 501=k 42" 4c 4511%, 72"-/,'* 17L0" /5!C' 10r l4!G" /7LO" /0'-9" /5!0n /O! 11 20 PSF LIVE LOAD, BO MPH WINO 14ty° /7L0^ /0'-3rr 15'-G" 101_1„ 1Q.1_0„ 17/_Cn /0'_3n 151_0n l0'_/" 20 PSF L/vE LOAD, 90 MPH WINO /41-0" /7!0/r /0'-5" 9'-5" /Or-/" 14'-011 /7'-0" /0=5" /O! it APPL/E9 TO MAX/MUM Pn E0T10'v WnaH [o'-O'i-i 0,R SWING BOOR OCCURS IN FRONT WALL SEE OET O 7-A8LE °O": mAX/MUM PROJECT/ON 11X'/- ,5 AOE oPT/ON ' 20 PSF L/A/E LOAD, 70 MPN W/ND 14A91MUM "F Oh LL MIN/MUM KNEE WALL HEIGHT B'-O" 71-/O" /O'-O" 12_611 14'-0^ 3-G" -7'-50 9-4" l/'-9rl 151-e" 9-O11 T-On 8-lOr ul-Qn 72!/ln IO1_O" 01g" 8'_pn tol-c" //r_7" ll'-pe 51-91 7'-5" 9_1" pl_7n IO/O°- 5'-3" 0'-3" 6L4" 91.8'1 /20 PSF L/VE LOAD, BO MPH WINO -6_011 B'-6U 71.2" 9'-p1 /01-G" _ 4LOr/ 5-4" 0'-I0U /OLO" 4-10" 0'-2' 7! 2C PSF LNO LOAD, 90 MPN W/NO 3L0" 51-3° 0r-Bn 6L4n 9'-Be 9_pn _4'_8N 5'-//n 7'-5" g_7e -'4-2" 51-4" 0'-6" 7'-9" -i(• APPL/ES 70 CONT/NUC U9 TOP CHANNEL AT _ rI6ZOWALL O FULL HE/GHT ENLTNALL. TABLE°EN-MAXIMUM PROJECTION EM6EODEO POST OPT/ON',t 20FS,° L111E LOAD, 70 MPH W/NO MAXIMUM ENOINALL HEIGHT CONTINUOUS TOP CHANNEL ENOWALL FILL HE/GHT ENOW> BLG" ,4 r_pn 17 LOn 9 _pn /4r_pn /jtpb /O LO" 14/_oa / ,_5n -orl l4'-011 '9/ /491 20 PSF L/vE LOAD, BO MPH W/NO er_GU /q /_pA 14'-B" 20 /°s1- LIVE LOAD, 90 MPH W1144) ,5LO" 15r_0" ~ ANY KNEEh LL HE/GHT MAT CE '-c TA6LE "F"~ MAXIMUM ENOWALL MULLION HE/GHT 70 MPH WIND MAX IMU MULLION 77'PE MULLION 9°AC/AG 2" SYSTEM ZETA/L OI 5° SYSTEM GETAIL O 42 "4c /Or_/u l2'_0n BO MPH WINO 2414 /01-01/ 10_011 50'4. /01-0" /p/-pn 30°4c 9'-7' IOLO" 42"4 5'-/O" /01_C,r 90 MPH W/NO 24"4, /01-011 /0L0" 50, /01-01 5G" B'-/o'1 /0'-0' 4ne51, B'_5e Io /_0e 4811, /Or O" TALE"C-~" MAX/MUM 6TRL/CTU,QELENC>ThJ- BE/SM/C LOA09 BAS/C W/NO SPEEO AREA ROOF 70 MPH BO MPH 90 MPH M47ER/1AL SE/SM/C ZONE` ZONE 4 ZONE 3 Zo E4 ZONE 5 ZONE4 ZONE 5 soL/o PANEL 50! Orr 610'-0" 07 i o" 90' o' 79! o" /05! o" SINGLE f E GLA99 41' O// 54L O" 55LO" 74' O" GOL Orr 80! & tlp., z~ . MAXIMuM LENGTH IN ZONE 28 /s 7A✓10E ZONE4 G r g 5 MAX IMLIM LENa67H IN ZONE 2A 10 7h11CE ZON 0 ES UN 5 5 S / MAX/MUM LENGTH /N ZONE / 19 FOUR TIM 2 U S F < >3 O1 x O rt Q Q U o TA6LE"Hr/'ROOF GLAZ/NCy 20 /°S1- LhIE LOAOi 70, 80 0 90 MPH WIND GLAZ/NO Ty/'E27" GLAZ/N6 TYPE Y GLAZ/NG 7"71-E 7.71 MAXIMUM N P N6 T _ MAXIMUM G O EO A T'A'Y GI G Q Y,e TRAY SPA C O A SPACING N/MUM M/ yICKNESS GET- © OET O /Q REp'O GET. lB OET lG 17 ROVO 4'-O" NO 41-0" 4r-On NO 2/"4, .r25° 4 4'-O^ NO 4'-0" 4'-01 NO 24" v .123" 4'-O" _4" 1-O No 410' 4,_0rl No -g0°y ./25u 42"4 ./25n - 't'. SEE TABLE °K"FQ2 OE6C 0.71OV OF GLAZING TY/-'Etl 1~1L/ P-U a1- ilE' SEE GENERAL NOTE *7 FOR OESGR/PT/oN: 7D BE uSED AT cURvE olvcy. GL A2 /NG TYPES Ij e8 ZZ MAY BE SUOST/TUTEO 'O Tfr°E = TABLE'2'= MAXIMUM/°R0./ECT/ON W/TH Co LO rr MAx/MUM W107-1,( DOOR IN FRONT WALL'S 20 PSF LIVE LOAD) 70/ 80 0 90 MPN WINO FRONT WALL TOP T/RAOK TY1 E ROOF =ETA/L© =ETA/L© OETA/LQ7 0409 /44TER/AL FURL/N sPACINO PANEL B-9" /O!/" 9L/n _ _ - - 5/N6LE PANE GLA99 8'-811 9~/O" BLIO" - - - *LOE 7a' c MULL/ON TYPES PER 7A8LE"0" W 2 W /n C) m U W TA6LE "S": EK/9T/NG EAves * 20 PSF L/VE LOAD, 70, BO $ 90 MPH W/ND MAXIMUM PROJECT/ON RAFTER SIZE ^L" MAX /MUM 2*4 FULL Bn l5n 2 %0 N07cHE0 l2" /0I In FJ LL lB" 2411 50" IJOTCHED 45n gprl 90" 4a5 FULL 30" 30' 42" N i~RAFTER9 70 BE GROUP 4 SPED/ES OR BETTER LUM6ER 9PAGE0 24"% MA%/MUM. W ~ O0 ~ h TALE 19": GLAZING 77-/°ES 2,Z1. 0 $ GLAZING TYPE MONOLITH/O LEX4N POL:K AR 0NATE SHEET PER IOBO EV UA7/ /V TYPES REPORT 5286 - TYPE XL n LAMINATION OF 2 PILES OF %81' TH/cK ANNEALE'O GLASS TYPE7L - WITH AN INNER LgyER TM/CKNESS 01- .0301' TYPE$ 3~/C~" TH/CK FULL' 7EMPER60 GL SS, Q r 115-5: 5 C~8 TABLE "A": MAXIMUM r°ROJEGT/ON- PL/FCLINS QO /°SF SNOW LOAD , 70r 80 0 90 MPhI W/NC ROOF 1`14TER/AL L°/6"yo SPACING eQ/"`/c BR4C/NG GQ4"`/o 9F9o/NG 090"4r. BPAC/NG G'3Co"Y BPAO/NG 1'42°v 9PAC/NG e48"v= SING/NO PANP~''F /7/-C" /C"L5^ /5'-G" l4~ CO" 19 8" /0' 8" //~-/l" 9/NGLef ANE GLABB''k'+% /o_/On /DLO" 15 SEE C+ENERAL N 7E Cp FOR OE9C,R/P7-/ON OF ROOF PAIIOL a$ SEE 7A6LE ^K 'I FOR OESCR/PT/ON OF GL SB TASLEIB^MAX/MUM FROJEOT/ON-FRONT WALL 70l° TRAcr- 20 PSF SNOW LOAD; 70, 60 0 90 MPH WINO -I°L/RL/NS 'R l/2 SPAC/N6 OF MULL/ONS /°VRL IN G SAME 9PAC/NG A9 MULL/ONS ,400E OETAIL O oETA/L © CE7-A AO OR 6O MATER/AL FRONT WALL MULL/oN s/°qc/NG '}CO'S'o 4Q"v 48" ~ 3G^/~ 4Q°% 4B" ~ 30"=/ 3:n"4< ¢2" c 48" o SOLID TJSNEL /T'bn 1mL51 l5 LG" 17'-0" /4'-0' /O'-o° l4'-m" l3'-0° 12 6" N L n" SMELE PANE QL ss 10'-0" 151.51' 17 L0" 14'0' /Or-O" - TABLE"C';X'AX/MUM PROJECT/ON-FRONT WALL MULLIONS 20 PSF SNOW LOAD, 70 Ml°H W/NO FRONT WALL ML./LL/ON TYPE 2" SYSTEM, OETA/LOI 3°9YS7-F-M, OETA/L OI FRONT WALL MULL/ON SFAC/,VG 50^4" 9v"% 42" % 46"% 72"Y 30'.1. 42°°/ 461% 7Q"v 14LO° /7101 /G'-5' /4'-O' /OL/" 14'-0" /GLg" 20 PSF SNOW LOAD, BO MPH WINO 20 FSF SNOW LOAD, 9C MPH W/NO ' A/9'Y_/E9 TO MAXIMUM PR0./ECT/ON WHERE 0-0"M x/MU/-l w'u'N SIIUINv OR SWING OAR OCCURS /N FRONT w LL SEED , G -TABLE 1'o : M.'iX/MuM /-naieCT/ON Y, t- A50W.AC-= (::)/-7710N* /20/-SF SNOW LOAD, 70 MPH W/NO MNVMUM ENOWALL M/N/MUM KNEE WALL /1E/GHT HWeYr l2" IG" °3Q" 261 E -o 7L/o to-o" lQ'-ro° /4'-0" 11 -7" ,V 5-9" 7-3'/ 9L/" /017 /C!/-O^ 5L3" X16,1 6!4" 9,6" 20_PSF SNOW L OAD, 80 MPH W/ND 6'-/° 7L6'l 9'-6" II'-2" gLGa 51-d" 712" 9'-/" IF '-o` to -Ow 20 PSF SNOL./ LOAD, 9o MPH W/N0 BLoe SL 311 614 9161 4'-/P T'-/O" 9r_/n 9-01 4'-e' 7,-5" e'-7' A~ISS 70 CONWNUONe 7 CHANNEL AT EN0IYA.LL OR FULL HE/OHT EINCWA" TABLE"E M,aJC/MUM PRO-JEC TION EMOEOOE0 20 /-OF SNOW LOAD, -7O MPH WIND OD ALL HE/GHT TONG/-69NNEL ENOWALL FULL yEIBHT ENO WALL bL"' 17 Co' q--011 /7LOlf /o-D" 14-0" IG-5^ /Q Lpn /5-7/r /517" QO P`''E- SNOW LOAD, 6O MPH W/ND /O'-0" /2'-0v l2'-6n 20 PSF SNOW LOAD, 90 MPH WINO eLO'l I31-G" /3'-Gn 9'-O" l2 -O/l l2 -O" * ANY KNEEWALL HE/GHT MAY BE USED. 7-A45/ MAX/MUM ENIOWALL MULL/ON HEIGHT 70 MPy WINO MAXIMUM ML L.LION TY/°E MULL/ON sPAC/NG ~]"SYSTE!M DETA/L O 3" SYSTEM DETAIL lO /1¢i1 Y l2 r_prr IQ,_o„ 461-1. ,50 MPH WINO 3Gx 9/_7n /pr_0" 42"Nr, 6-l0" lo'-o'l 4611-1. 6'- 5 r, /o'- o' 90 MPH WIND 3o'1y q'_q" /pl_p" ,any 6'_5rr /p,_pe 46 /ly /O'-O" TABLE- " G°= MAX/MUM STRUCTURE LENGTH - BEISMIO LOADS BAS/C WINO SPEED AREA ROOF 7o MPH eo MPH 90MPH MATERIAL SEISM/C ZONE ZONE 4 ZONE 3 ZONE 4. ZONE 5 Zwr- 4 ZONE 3 SOL/O PANEL SOLO" GG'-O'/ G7L0// 6/N6LEPANE GLA"G 4/LO^ 54L0^ 55LO' 74LOn Go~-O" 60,pll a & e S` UzUi O~ 6g „ MAXIMUM LENGTH IN ZONE °10 /9 TWICE ZONE4- r g MAXIMUM LENGTH IN ZONE 2A /9 TwlcE ZONE 3 s MAX/MUM LENGTH IN ZONE / is FOUR T/ME9 ZONE 3 Zp z 4 Z rj x 6 ~ q b u 1' TABLE°H":ROOF GLAZ/NC,~r- 20 /-SF SNOW LOAO; 70, 80 0 90MPH W11',10 MAx/MUM G Z/NG TYPEI GL 2WG TYPE Z 6L ZIMB 7-P PURL/N UM MAX/MUM GLAZ/NG TRAY 9PAC/Np ~TTOM TRAY Ca/° MAX/MUM ELAZ/NG TRAY d'94C/NG BOTTOM TR4Y G4P 9PAC/NG MINIM THICKNESS DET l6 OCT. IG /7 REO'O GET I6 OET lG 17 REq'O 4'-0' NG 410" No v .IrzS" 41_0" 4,_01, No No 24" % J45° 4,,_ pn 41_ Cn pro ¢'_0" NO 42" 4= .145" - SEE 7A6LE"K' FOR OeeCRIPT/ON CF GLAZWG TTPEB X ,Y¢14. ~c SEE GENERAL NOTE 07 FOR OEECR/PTION i TO BE USED AT CURNE CNLY. GLAZING TYPES ST¢I¢ MAYBE suesTlTUTEO FOR TYPE.i. TABLE`7" ~ MAX/MUM /°ROJECTION WITH G'-O" MAX lML/M W/OTH DOOR /N FRONT WALL ~ 20 FSF SNOW LOAO 7 70, 60 0 90 MPH W/NO FRONT WALL TOP TRACK TYPE ROOF DETAIL © ~7A/L O OETA/L OpROO MATER/AL PURL/N 9PAC/NG /6"% 24-1 3p"% 16"Y 24°Y 9G G/NGLE PANE GLA59 BL6" SLID" fiLIO" - T 1. 7Q" 9e MALL/. TYI-'~~ 1 T Owe 'p^ U Q 0 N N TAFJLE "J" EXISTING ER~/E9'~ 20 /°SP SNOWLOAD;7o SCo90MI°H WINO MAXIMUM PROJECT/ON RAFTER l7L p" /2Lpri BLOu 9/ZE "L r' MAXIMUM 7„ IO" 1411 FL/LL l4" IG" 2111 OTOHEO all /1211 X81/ F4LL H T 42" 26u 3411 NO C ED .g as" j4Jl 42 'II 1 y• #RAFTERS T O e E U/^Y SPECIES OR 6ETT'ER LUMBER . CF1J Q4^e/=MAZIMUM. ~ Q TABLE ° K°' GLAZING T~'/°ES I, IT III GLAZ/NG TYPE OESCR/PT/ON TYPES MoroL/TH/C <eXAN POLYCARGOntaTE SNEET PER I'C>~J E"/NJKTION RE,"bRT °✓JBCa -TYPE XL TYr`E II ,a LAMINAT/CW OF 12 P/LES OF y61'TH/GK ANN ao GL455 w/TN AN INNC-R LAYER TH/OKNE9S O`= .0501 TYPE$ J~~p"TH/Cl<FULLY TEMPERED G-[-A99 Q O Q 0 lv J N2: May' 94 RaWN 6y T. ou///A DWG. /JJ. 115-6 GOF8 TA,5LH "A"; MAX/MUM /°fZOJECT/ON - /°L/RL/NS 2 5 PSF SNOW LOAO ; 70, BO 0 9o Mi°H w//./O ROOF MATER/AL COO 9MCIMMB ¢4/"N 9PAClNG G24°`= 6PAClNB @0o" /o SPAC/NG L° 304Y SPAG/N6 G4°1"Y 9PAC/NG C-48"Y 6PAOlNG 0o-= PANEL * / ool 5" //'-G" lOL/O'r GvehE PANE 15L/ol Mo.- WW" m bE. GENERA(- NVTE. -to FCR OESGR/I"T/ON OF KOOF PANEL ~E SEE TABLE °/G" FOR OE9CR/PT'/OI.I OF BLA^S 7-A6LE'IB° MAX/MUM 0°ROJECT/ON- FRONT WALL TOl° TF-ACK /15 1°SF 5/4OW LC-4,0; -70,60 $ 90 M,--H W/NO PURLINS C' V2 919AC/NG OF MULL/0115 P[JRLINS N SAME SFAGING AS MULLIONS ROOF OETA/L OA DETAIL O DETAIL O ~ © ~ MATER/AL FRONT WALL MLJLL101-4 SPAC/NG 3r0"4" 42^°/r, q5"4" 50°N 42^4= 4'S"Hr 50"H= 5G"4= 42"=/0 4e" PANE lG -n" /4 /-911 /5/-0" l3 =COe //LO" 7/-6" 15'-7" 12'-5u l/'_611 /oL/or 6/NBLE PA4E 6L466 /5L/O° l4'-6" 141dOa /51_60 /Il pn -I! (en 'F THE LENGTH OF TWI OVERHANG SHKL 6E SU6TRACTEO FAOM THE PRO-/ECT/ONS SYOWN WHERE DETAIL 5 /9 UEEO, TAME'C'. MAxIML/M PKQJECT/ON-FRO/vT WALL MULL/01,1S 125/-OF 5/40 .J LOAD, 7C MrH WINO FRONT WALL MULL/ON TYPE 2" SYSTEM , DETAIL /O 3"SYSTEM, OETA/L /O FRONT WALL MULL/ON SPAC/NG 50'si 5G"`4 44"=~ 4A"=/= 72"5'= 90"`/c 56"4c 4O"`L 45"% 72~ 19 L7n 1,v'-ou 14'-511 /p Lga 5 !4u 13'_70 /0LO" /4'-911 l5/_On gr4u 25 /°eF SNOW LOAM , BO MPH WINO ISL7" Vol ml5° ,5'-411 /3'-7" lo'-o" /4'-9" 15LO" 25 PSF SNOW LOAD, 90 MPH W/NO 13 L7" /1,L 0" 10=6° 5'-4" 13L 7" l~-O" 14L911 8L4" i' APPLIE6 TJ M~MUM PRQlEG7/ON WHERE (o'-O" MA%/MUM WIDTH SLIO/NO OR BW/Nt5 0004 OCCURS IN FRONT 4/ALL SEE OET O 7A15LE"O MAX/MUM /°R0JECT1014 "X n BRAGe Ol°7-10,Q+ 2SF9F 01-IOW LOAD, 70M171-1W/140 MABIMu/ E WWALL MINIMUM /CHEF WALL NE/6NT HE/5HT /O° 1,6 22" 28" g1,-O° "JLIOII /0'-011 to' of 14LOn 5116.. 71-5" 9-411 /1,'-9" l3'-5n 900" 700" 5/-/0" POO" 100QI /OLOI 6050 5400 ,Vol / /l'-7A /1L on 5/_511 71_5" 90/" /00711 /2'-0" 500° 6'-B" V-4" Val ,25/°SF SNOW LOAD, 80 MPH WINO 8'-61 5 -51 7 L2" 9'-/" /11111 n 5-4° o1_/pr 51_7" q_//' /O-O" 4'-/O" O'-O° 7'-8" 5'-/P 125/-9 " SNOW LOAD, 9o MPH W/NO $LO" sL51 &L&" 5'-4" 9'-511 516" 4/-11e 61_5u 7,14011 91_/11 51_01 +'-,5" 5'-11" T-5^ 5/_711 /DLO" 4'-711 51-4" 6L811 7,_9u +1" /API-'L/C9 Tp GOKT/NY049 TO/~ GryA NNEL AT ENOWALL oR FULL HE/eNT ENOWALL- 7A61 E'1=": MAK/MUM /°R OWE CT/ON BMeENME0 AD," OFT10N 2 5 FSF SNOW LOAO, 70 MFH k//NO MAXIMUM MPCW L HE/6NT CONT/NUoUS ToP CHANNEL ENOWALL FULL HEIGHT ENO WALL gL6n /gr.On /~1_pu MOO. l4r_OU 161_0" Hood /4-o" 14'-91 /2'-01 /3r_7, 13.-7.1 251-SF SNOW LOAD, 5C MPH W/NO 6/_011 14,_orl /5/_7' 5'-6" /4'-0" 10_61 900,1 /3/-/O" /3L/On /0'-011 121_Cl 25 PSF SNOW LOAO, 90 MPH W/NO 51_04 151-6 rr 1,3'- 6 v g _011 /O'-911 12._911 9-O" IQ1_p" lQ'_pn ~/wY KNEEWALL NE/BHT MAY 8E LISEO TA6LE ~~F"- MAX/MLJM ENOWALL MULL/ON HE/G/4T 70 MFH WINO MAX/MUM MLI L/ON TYPE MULLION 6PACING 2"SYSTEM DETAIL O S"SYSTEM DETAIL O/ 24"4= /4'-0/r l2 r_O" en, so loco, loco, 3m" % r,LM, l2'_O" 44" /O'-/" /0'- 48l y 9L 5" /O'-o" BO MFH W/NO 5o" y /o'-o" /oLo" 301y 9'-7" /O'-O" 40" /1 61-l0" /oLon 90MFH W/NO 24" Y /oLo" /oL on solo 9'-9" /oLon 50"90 5L/on /o'-o" 441 a, 45" y /pr_px 7-A6LE " (9": MAKIMLIM JTRUCTLIRE LENG7-H- SE/SMIC LOBOS My VIC ENO SPEED AREA A 00F 70 MPH BO MPH 90 MPH SWMKML SE/SM/O ZONE'S ZONE4 ZONE 3 ZONE 4 ZMO 3 ZONE 4 ZONE 5 Sol/O PANE L 50-0" COLN W On Solon Anor /O O EG/0"noANE 00,11 54-0° 55-0" 74L 0' COCO" 8p'be # MAXIMUM LENGTH /N ZONE 25 /S TW10E ZONE4 MAXIMUM LENGTH IN ZONE 2A IS TW/GE ZONES NOWNUM LENGTH IN zcUe / lS FOUR 7/MES ZONES TABLE °h' ~ ~ ROOF C7LAZ/NG ~ 25105E 5N01,.IL0A0 ; 70, 60 0 90 MFH WINO N IMUM GLAZ/NO TYPE Z'h GLAZ/NG TY1°E d GLAZ1146 TYPE YI WX URL/N MIN/MUM MA%/MUM BLAZING TRAY SPACING Bp Thy O~ MA%IMUM eLA21146 TRAY 6PAO1146 ~T,fO~ 5 AG1146 THICKNESS OET /A GET 06 l7 FEQO GET. OET l6 /7 REO'O l8" W. 41_0n 440,1, NO No 2/" y 4'-O" 4'-0'1, No FI-04 NO O4 4'"O° NO , No 3o= W ¢0 45" 41 SEE 7A5LE°K" FOG DE6GR/PT/ON OF GLAZING TYPES Z = 1JM *Al SCs 6ENEML NOTE °7 FOR DESCR/P170"; TO BE L16E0 AT GURVE ONLY. GLAZING TYPES z MAY 6E StlB6//T/fTEO FOR TYPE 2 TA6LE I-T MAXIML/M /°R OJECTION W/TH GLo/l MAK/MUM W/OTF/ moo& /N 0001" WALL e4 25 FSF SNOW LCAO; 70, BO 0 90 MPH W11-J0 FRONT WALL ToF 773ACK TYPE ROOF OETA/j- OETA/L© O 7-AILOORO9 MATERIAL FURL/N 9PAC1146 /5"H=. 241o 36"Y /5°4= 248=1e PANE 7'-/1'1 5/ 411 7/ 011 g/NGLE P.WE CLASS 7,_On gLOu ,eo6E -2"-k MLOWON TYPES PER THE a "C" 7-A,5LH"Z": EX15T1140+ EAVES* 05,,-OF SNOW LOAD; 70"50 Ol47'H WIND MAX/MUM FROJECT/ON XAKY R S/ZE /4 LO° l/LO" 51, O" 11 L" MAX/MUM 4X4 7° ye FULL QvC 11 1511 NOTCHED . /6" 20" 24° Fu N TrED 0/" O5" Z5" 2X8 47" 30" 5011 FULL 6 Zpypy ~4 m d r~ >F Za o~ s pn C 10. a \J `t 0 Q W H N 3",-RAFTERE TO 2E BROUV= S/°EGIES OK Q W BETI-ER LUMBER EPAGEO 2¢'4/ MAKI MIJM 2 N e TASON"K": GLATXS TYPES S rp' G'-'''Z/NO TYPE L^.E6GR/PT/ON MONOL/TN/G LEXAN / I BONAT~ SHEET PER ZCBO TYPE Z Boar - EYALLWT/ON REPORT 3']810- TYPE XL TYPE -Z '""QM//JATION OF 2 P/LB9 OF %8" TH/Ck ANNEALED GLA55 WITH A111 /NN LAYER TH/C,LNEGS OF .050" TYPE LZ 'SAG°Twck FULLY TEMPERED 6LA6B Owe. NO, 115-7 1 CF 5 TABLE °A°: MAXIMUM !°ROJECT/ON - 1°URLIN9 30 I°SF SNOW LOAD ; 70/ 80 0 90 MMH WINO ROOF MATER/AL BPACIN9 SPACING e44"4= EPACWG Q30"% 91 Wa Q3G"H 9PAOWG Q42ny= 9PAGINS G48"4 SPACING BOL/m 1`Y L +F /4/-7a lQ'-T l" /2! G" H G" /O'-7n /O ~ 0' ELVOLE nwE GLA6B /4' S" 121.5u Y.Llt QCC VEN64AL NOTE ^ (O FOR OE HGR//-T/VN Q~ROOF /'ANAL ac'.~' BEE TA6LE YK° FOR CE SG/y/PTION OF 6LABS 7-A6LE °B" MAX /MUM /°ROJEC'T/ON- FRONT WALL TO/° TRACK 30 I°°F SNOW LOAD ; 70, BO * 90 MMH W/NO PURL/N9 e'~2 SPAC/NG Q° MULLIONS gPACING A0 MULLIONS ROOF - ETA/L O OETA/L O MAT--IQ/AL DETAIL AO Q4 WALL MULLION 51-,A0/NU' 50"y 42°y 46°ryc 42"4= 4B" o BO"=/= 30"=10 MANE /41-7" 12'-7" /l~ 111 /l! O" 91. o° Co'-O' l2! G" G" lO'-7n /p!pu 81NE RPANE OLABB /4'-5" 1215" /O'•/l" //r p° 91.01 6/_cn - I L 11 01- T/9E OVFI{1'JAN6 ~Iy qLt BE BL/B/RAG/CU FROM THE /°ROJEG r/ON6 SHOWN Wnco-[C DETAIL © /6 U6E0 TABLE O":MAXIMUM PROJECT/ON-FRONT WALL MULLIONS 80 /-SF SNOW LOAD, 7C MPH WINO FRONT WALL MULL/ON TYPE T2N9YSTEM, )ETA/LQ 8'l SYSTEM, OETA/LO FRONT WALL MULL/ON SPACING 5On4c b0°4c 42"y 46",' 72"56# 301y 36"H< 421-1c 48"c% 7214=* 7" /0-7rl O'_T -Il_lu I21_G° 14,-7" l2'-7x W-I1 71-/n 30 P'SF SNOk/ LOAD , 60 MPN WINO /QL6° /1~5^ 71-9115L6" 7l_/' 121-6/' 14,1_7" /0'_7n T-/„ 30 . I°SF SNOW LOAD, 90 MPH WIND /Q!Ge 91_31 7L/" /2-611 /2'-7" 7LI" OCC/-{LZN Wn . E /91T/MUn'/ W/tJ/,`/ 'o1./UlN(y OR 9WlNa OOOG OCCURS N IN FAO FRONT WALL SEE Z~r O TABLE"O"!MAXImut-1 ROJE OT/ ON ° X =DRACE OMT/ON PjD.PSF SNOW LOAD, 70 MPH W1N0 MX /MUM SVO WALL MW[MUM KNEE WALL HE/GHT _XIOHT 22" 261, OLO/' 7'-/O° /O'•D° /21.6" /4'-0" /{/-or. gL9v 71_11 gy" /p/_Tn i2'-o" sL3° v'-6" 61.4" 91-6" 501-BP SNOW LOA0180M1-H WINO 6-41 7'-8° 81-//„ _ 30 /-SF SNOW LOAD, 90 MPH WINb 81.0' 51_3' 6!6// 5!4e 9/_61 O.6n 4'- ll° 61.11 7'-/O" ::9-on ¢,_Bn Sr_//n 71_OA 6,_71 IO!O'I ¢-2" 51_4° 61.8" 7,_9° ^'PWE9 TO Co INLI ue 70P CHANNEL AT ENOWALL CKt FILL HEIGHT E-VOWALL TABLE ° E MAX /MUM l°FZOJECT/ON EM6EDOE0 /°O ST OPT/ON9k SO PSF SNOW LOAD, 70 MPH W/ND MAXIMUM ENOWALL NE/GM' CONT/NL,0 l5 TOP OHANNEL ENOWALL Furs HE/oHT ENOWALL 14/_111 OL6" I,q,l_pli /4'_7" 9 "o" l4 -GIl /41.7„ lI - o" 141-01 I¢I-7n 12'-on l'!-7v /61.7/1 30 PSF SNOW LOAO, 5 0 MPH W/NO 8 r_pn /4l_GA /41_-/11 6l_6N /4'_011 I4r_7n 9L on /31.1 ow 13!11, 10I_0n /21_01 50 PSF SNOW LOAO/ 90 MMH W/NO 9'-O" 12'•/11 /2'-ou * ANY ,K/,IEEWALL //EIGHT MAY 8E L EO TABLE ° F" = MAX /MLIM ENOWALL MULL/ON HE/BNT 70 MPH W/NO MAXIMUM MULLION TYME MULLION SPAC/NG 2°9y5TEM DETAIL O 3"SYSTEM G 7-A/L O /21.0" /O'-/On /2'_W 42"=~ /0'-/" j,2'-o- 46, q. 9-5" /2'-o" BO MPH WINO 36° q 9'-7" /o'-o" 42 =/c Br-/O" /01_01 481 61_ 3' /01-o" 90 MMH WINO 24'1=/c /O /_Ox /p'_pv Son 4c 9'-91 lOI_0n ¢2"9c 46" /O/- O" TABLE ° a': MAXIMUM 97-RL/CTURE e° /SMIC LOADS LENCvTH- Br4=3/C W/NO SPEED AREA ROOF 70 MPN BO MPH 90 MPH MATER/AL SE/9M/c ZONE ' ZCNE ¢ ZONE 3 zoNE 4 ZONE 3 ZONE ¢ ZONE 3 PANEL 50'-0" GGL O° (o7'-Oa 90! O" 79'-O" /05L O° GLAES 551.0° 740° 60'•01 60L0" c Z~ ~i ra u~c +F NWUMuM LENGTH /N ZONE 2,5 M TWICE ZONE 4 ' ys W/CE ZONE 3 MAX/MUM LENGTH W ZONE 2A 19 7 >x MAXIMUM LENGTH /N zoNE / /S FOUR 771dE9 ZONE 5 0 i Y OZ <~a O TABLE ° H": ROOF C~LAZ/NG 30 PSF SNOW LOAO; 701 BO 4~ 90 MFH W/No ~ MAXIMUM GL.42/NG TYPE r~I'' GLAZ/NG TYPE p BLAZING TYPE $ PVfLLIN MINIMUM MAXIMUM Z O RAY' 9PAC,AGNG MAXIMUM OL Zwe T/t4Y SPAC/NG 80-ITOM RAY CJJ° SPAC/NG - TN/GKNE65 GET. IB GL°T 7RA / RE9'O car lB © T I REO LO 41-0" 41-o° No 41,11 4.- " No 2/° Yc 41-0" NO 4'-0" 4'-O° NO 2¢° Yc 4'-O'r 4'•O" No 4'-O° 4'-0" NO H 50, - 42" v - - 48" 9 - iR+F SEE^C- VEN AL NOTE *-7 Fdi OEBCR/PTIONr TO 6E USED AT CURVE ONLY OC, We 7`f. z A76 MAY 6E BL1067/TLITEO FOR TYPE S TABLE°S' : MAX/MUM f-FOJ6C7/0N W17H O'-Ow MAXIMUM WIDTH DOOR IN FRONT WALL 30 PSF SNOW LOAO ; 70,60 0 90 MPH W11,10 FRONT WALL TOP TRAOK TYPE R04~ OETA/L © OETAIL© DETAIL 7O oKO9 MATER/AL PL/RLIN SPAC/NG /6"U= 24"4 3!o'Y /6"% 241' c 3G"H 16"y 24°4 36'ti/ PANEL 61.2" 7,_/n 6_4u SINGLE PANE 6LA65 61_21 7!0" - * USE 72"=/c MULL/ON TYPES 7i ff "c" WU 0 Z TABLE ".T"=EX/STING EAVES -H` 30/°51- SNOW LOAD; -70,50 090 MPH W/ND MAXIMUM PROJECTION RAFTER IL" MAxIMUM 2n¢ FULL 7a Bn low N12 7GHeo l3' l6'/ Fu161 16° l9'/ 22" NaTONEO 2/" 2¢n 271 FULL 27" 30" 34" N CRAFTERS TO EE ErROLIP ]C SPEC/E9 OR " N BETTER L✓M6ER q My.XIMUM, 6PACED 24 °K' : GLAZINCro TYI°E9I IZ 0za- E;[AZ/NO oE9cR/PT/ON TYPE MONOL/TH/C LE XA'J POLYC.M.60NAT6 SHEET PER ICCC T'?°EZ E~AL/14?-/QV REI°ORT 328~a - TYPE XL- A LAM/NAT/ON OF 2 PILES C, V,Bn 7H/cg A/JNEALEO 61.485 TYPE z W/TH AN INNER LAYER TH/cK"ZSS OF -05 ° TYPE$ 3//6'/Ty/cK FULIy TEMPERED c+ ASS oWONO. 11C5-V 6C1o8 N ~00 m J oePAR ; NT OF PLANNING AND DEVELOPMENT BUI~I INSPECTION DNtSION - 235-2855 i CITY-0F WHEAT RIDGE 7500 WEST 29TH AVENUE `e 'WHEAT RIDGE, CO 80215 ; _n Property Owner : ' property Address : 3100 WARD CT Gootracrtor:License No. : 18212 Company : Four Seasons Awning & Patio ~ ~ *R~.`QNT7iACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1. hpnPoy Cettl[y thid tM #~btback dbta~es P~oP~ bY D°~ applicatbn are eccurete, . ifdddnptVlel~t6 pppiCdbk ordinances, rubs u regulatrona of fha City W Wheet RWge or "Itteor 3FIa havm road end a ne to bidebeall co diBons printed on thbs ~bna ' Opq ~atwYp~g; p~o,,, ,m4 u,et i aaswne run resPons~euky tor compliance qnth the Wheat Ridge BuNding Ond dtl oU1ar applicabisat Ridge o inancea, for xro~ic under Nis permk. Construction Value : Permft Fee : Plan Review Fee : Use Tax: $200.50 $0.00 $150.00 $350.50 Total pe8qiptlan : ENCLOSE EXISTING HOT TUB BUILDING DEPARTMENT USE ONLY ZOnin! ~ Iypprtova Approvi OccupanaY : Building Permit Number Date 6358 12/11/97 Phone : 233-6841 Phone : 722 1200 ' SIC : Sq. Ft. : SM THE PROPOSED ENCLOSURE COMPLIES WITH SETBACKS R2 • M= Walis : Roof : Stories : Residential Units : Plumbing License No : Mechanical License No : Company : Company : Expiration Date : Expiretion Date : Approval : Approval : 0 0 3 arwlaions aet rorlh in yopur appliea0on wd is suWect to tlN lawa d the State a cobrado arM ro Ne zoninp pcaoredo or am omer eaW~e wanancea a ~na cnr. . zetl ~y rpt cqnmencgC wMhin aUQy (80) tleys Ran Iasue deta or (B) tlie bufidirp eWwiized Is SuspenOed or qukeA for a tea M onaheHMe amouM rwrma&Y reQWred. Providatl m chenBm have been a wW be made in the ,~nsbn a ependonment Ms nol exceadad oire (1) Yw. M chenges ere meCe or N eue{annirn or abandonmenl or e new pemdt. 1 cha~e ths neturel 1bw of water ausin9 e drelneBe Pmblem. NreMyrour (24) houn in atlvance for ail inspaetlona antl shsN receiva wit0en aPDmval o^ t^$Pecti°n card beftB Irewinpy awM~pedfl~e~ a shell not ba construad to 6e a Parrnft tor, nor en apqoval of, arry'violatlon of the Provlsions as Ch'~f~aikling Inspector For ayor I~S;f+ERMIT VALID ONLY N234-5933 24 HOURS PRIOR TO INSPE TION ECTOR AND MAYOR CAlL: WP!lpyEMENT LOCATION CERTIFICATE OF'% Carroll &Lange e 165 south union en►d., sune 156 %h AJO La(eWOOd. ri0lOf8d0 80228 300/980-0200 raoresrx D6SCRIPTIONi Lel4.gleck'I/ MAVL.E fat6'f~YILLAG&, elaks 24hrou~h lct ~ge tr wi ths4 Oar~ipn oSr t bbr4fi ~/2 pf ve~s W,%I A~fE. xid'}aonl:~o soid prnPsr4j ~ aSOUi1LPly OngGI'f`f I If1E . scu.st = 20' so. No$ Ia4.a. PI67.D DOOR MOt DW1Nn sYt WrM csra cwir $ 11-3 -9"i • Steel P1ns * cro.... 0 14ta1 D1ws ~QUF1 6S i Sna r. • a}ati, ihat this lmprovwnt loeation certificate va• prepared !or ~ , lhat thi• 1■ not a land survey plat or i~Wrovwnt sucvey p•e , t a t• m Ro be relied upon tor Lho establishrnt ot fence, buildi%q or otMz luture iaorovement lines. I furtrter certi! that the laprovwnts on the above deserSWd parcel oa thi■ date, QQb.W . exaePt utillty connectioum, are ontirely vithin the boundas~is o • pmrool u[cepi ushowm, that tMre are no encroaclwets upon the desarlWd pzwiNS by impsovuents on an ad o . p•ri~~• esee t a• indioateA, aad that lhere 1• no apparent avi - s~ n •a nt cmssinq or burdeniuq any part oL said pareal .'L~ sy ` • D01f NOM: 4LL F[^5 AQE Wo00 uke% aNe2Wr-ie HoMD. WA2D CDv12'f tso• P.Dw DEPARSMENT OF PLANNING AND DEVEI.OPMENT Buildinq Permit Number BUII_DING INSPECTION DIVI510N - 235-2855 9 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner' PropertyAddress 3 10b liDc~,Ct 103- , Phone'a.33 Contractor License No. Z ~ Z , a~~-ra S 1< Company_-i-oc,_,, 6 3 pal~g Phone : ~p5^1 S P.sZa_.tia ~~ven ~ OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Valu . I a, 500 ,ob I hereby cetlify Ihat the selback distances proposed by this pennit application are accurate, P2frtlit FC@ ' and do not violate applfcahle ordinances, rules or regulations of the Ciry ol Wneat Ridge or covenants, easements or resirictions of record, that all measurements Shown, and elleqations Plan Review Fee : made are accurate; that I have read and agree to abfde 6y all conditions printed on this application, and that 1 assume lull responsibi6!y br comphance wilh the Wheal Ridge Building Use Tax : Code (U.B.C.) and ali olher applicableeat Ridge ordmances, for work under Ihis pe rtnit. (OWNER)(CONTRACTOR)SIGNE I OATE Total: G ~ Description :~~:~ti~~.,.~_ ~o" e", BUILOING DEPARTMENT USE ONLY SIC: Approval:6rv,. T~W Y~P~s~v 1'21-T1o VJ`t,osLAV, ckVMpuV~5 Uolnt- Zoning Approval : Approval : Occupancy : Walis : Roo( : Slories : Residential Unils : Electrical License No : Plumbing license No : Mechanical License No Company: Company: Company: Expiration Date : Fxpiration Date : Expiration Date ; Approval ; Approvai : Approvai : (q Thif pertnil was lasued in accorCance w7h thr pfo.is o s eei !eWr in rni' nCVli-st'a+ a'd Is suA7tr•x tawx n mr titair of r_Nyaao and to IYrc loninq Re9ulaeons aiM Butidiny CcWe ol W1uat RIOgn., C krado or acy R a apPl~'"e wtl~nances ur U 0 °i.y (7) This perMt shall eiDhe d(A) Ne work aumonzeE is net mmrrw-M, wdnin si+h (60) daye tmm ee;~e Aale w(B11Ae driMing aWhorized k susperMed w aCandone0 /a a peaod ol 120 day+. II this q!rtnit er0ires, a new pertna may be acquir<d tw a fee e!:,)enart Ne ariun! nonnary rr~~~>d pe.-Ued no chan.y-.s Rave Ceen or vnn 6e made in Ihe originalpirnsandspeafiWtionsanCanysuspe„siene,NEa~d.^••.nrnihafwl?n:rh°•!r~!xrne:.itYo," :~"^3:,V<sa~ematlavdsuspensiw~aeCanEOnment ezceetle one (1) ytar, lutl lees shalI pg pa;d Ioi a new pCtacl (<t No wak ol any mannGt shall De done thaf wiH !:nauqo Ihe natvral Oow, ol wa4r ciusinq a Crainaqe Oro01em. (5) ConVador shall rwtily Ihe 8mitl,n9 In tnr M•.^,.rouu INI ~,!`~,.rs 'rdv,n~q for a!i mstrr;.~ni T^n s9a9 rKl.ivG w'+tl!'~ d(IFrpvdl Wl if13plCIlOt1 UfC blI9rE prtXeMi~ng wtlh Suc4essive phases C 1!'c job (51 Ih> usuance ol a permil or II1n apPuoneal of Arawiogn anA 50rcdica!ions shalt nol t+e wnSWM lo he a peemit iw, rwr an apCrovr! d, nry vidaGOn d Ihe povivons ol lhe WilCing WEea M any other ortlinance, law. rale of rcyula!ion. Chief Building Inspector ~ For Mayor TNIS PERMIT VALID ONLV WHFN SIGNFO RV THE CNIF.F EUILDING INSPECTOR AND MAYOR CAl l: 234-5933 24 HOUf2S PRIOR TO INSPEGTION if STRUCTURAL CALCULATIONS Patio Enclosure Lionel Steinmiller 3100 Ward Ct. Wheatridge, CO 80215 ~allw Four Seasons Awning & Patio 1051 S. Platte River Drive Denver, CO 80223 Attn: Mr. Kelly Schurman ARCHfIECTl1RAL ENGWEERING SERVICES, LLC 1 155 S. Federal Bivd. Denver, CO 80219 (303) 937-7237 (303) 934-6121 Fax Project No. 97087 28 November 1997 n ; ARCHfTECTURAL ENGINEERING SERVICES, LLC _ cueNT ~our Secsonc~ PROJECTI:~ -I ~ti✓inn,i~L~ 31D0I~n~[4 '~✓idJ SUBJECT JOBNO.q708 SHEET 1.W~1 q11RD BY DATE Z . . . . , x;2- e..x{-ansivv, am cl,ar; - 7.S~ZX~Z~7s~ = tu~ ~ys No, o~ a,hc6ors 4 ?s0 N0, oF aMC~nrxS p roviw z 7 > 4 L I 1 I I oi~ I I J ARCHfiECNRAL ENGINEERING SERVICES,LILC CLIENTfi2,r Seus0711Q PROJECT uOVI~ ~ h WttiIItX 310a d Cf 3 W~OA4 nJ c SUBJECT EM 105AA p'L 4' ' JOB NO. G1?oS7 SHEET 12 ii Z cHKEDer re oa a I J #8 X 3/4' TEK SCREWS OR i/8'0 POP RIVETS 8 48' 0, C, (BOTH S1 DES) t • s EXISTING CONC. TO REMAIN . ' ' ' ' ` • w THERMAL BREAK RAFTE ALLOY 4 X 6' REHAR DRILLED ~ XR-100 INTO EXISTING CONC. 6 ~ SCALES 4 - i -0 FILLED W/ EPOXY GROUT i) I #8 X 3/4' TEK SCREWS OR i/8'0 POP RIVETS ' E 24' 0, C. (BOTH SIDES) E ~ h; tk'i f I EXISTING GRADE ~ TO REMAIN ca I ~ \ i?. \ 0' Ji , I i 8' X 16' RIBBON THERMAL MALE b I wALL BREAK ALUM, AI XW-001 SCALES 4' = 1' -0' i ' d A. I i \ I ~ \ . - .r _ v I I \ I \ I I CONCRETE PLAN I scnl,B: a. 4" = i'-o" ' SPECIAL INSTRUCTI( / EXISTING PATIO ENCLOSURE \ I \ I -LINE LUCATURS ARE TD BE CALLED \ I PRIUR TD START ~f CUNSTRUCTION, I \ I I EXISTING 2-2' X 10' THESE WINDOWS ARE \ I FLITCH BEAM TO HE REMOVED I -THIS PATI ~ ENCLUSURE I S FUR UUTDU \ _ \ RECREATL[lNAL USE UNLY, NON-HABITAT s \ I LIVING SPACE - - - - I - SKYLLGHTS TU BE IN COMPLIANCE"Wf I ~ vv 1 'I \ I UBC CHAPTER 26, SECTIUN 2603, 1 ~I \ I 1 ~ ~ ! v - - - --!-------y S Y I 1 9 I - - AFET GLAZING SHALL BE INSTALLED 2 0 BY 1994 UBC CHAPTER 24, SECTION 2~ I E' f I I I 11 III ! -ALL DUURS AND WINDUWS LOCATED IN I I ! I I I WALLS BETWEEN THE HOUSE & THE PAT: I - ENCLUSURE SHALL BE CUNSI DERED AS I; - K- ~ I EXTERI GR DUURS & WI NDUWS, I i~ /I i~ /I 1 I I i / I 11 t I I ~ i _ l i p I!~/ i I 11~! I I 8 I r, FIELD VERIFY 2 X 10 RAFTER TAIL O o ~ IF BLOCKING DUES NOT EXIST BLUCK I I 9 1 /i f( I /1 I I I ' r - I ! ~ ~ ! 1 ~ ~ I BE INSTALLED, A FRAMI NG I NSPECTI U I ! / ~ I I / 1 i BE REQUIRED, I II Vi I/ ~I I E_---~ k---N - WHEATRI DGE DESIGN LUADS ' I i ! I I I I I I 1 1 1 I, SNUW LUAD 30 P, S, F, I ! i WIND LUAD; 90 M, P, H, I r s s f I f EXPUSURE~ C I3 7I 17 0 0 I -ALL MEASUREMENTS TU BE FIELD VERII 1 I, I PRIUR TU START OF CUNSTRUCTIUN i 6 I I _~il r _ p _ ~ -DESIGNED BY r"UUR SEASUNS AWNING I & PATIU CU. 3' E. P. S 6 FIBERGLASS { ~ 4`*0' X 12'-10' ROOF PANELS 1 ONE _ ~ COLOR LEGEND ..4 ♦ _ = DI MENSI UNS = BEAMS, CULUMN & ATTACHME =NEW CUNSTRUCTIUN PLAN VIEW =EXISTING STRUCTURES E ERI NG REVI Ek~ED BYE ULE WINDOW SCHED 0 ARCHITECTllftAL 0 SYM, SIZE MANUFACTURER TYPE ENGINEERING 3100 WARD C _ , _ p B V NG ERVICES LLC o Q WHEATRIDGE, CO I 4 z 7/16 X 5 0 TRAC© GLASS W ND W TEMPERED ` - ° ' - ° TRACU HEI GE VINYL SLIDING l 155 S. Federal 81vd., Denver, CO 80219 ¢~d 8 4 2 7/16 X S 0 d GLASS W NDOW 7EMPERE _ + , _ , BEI GE V NYL SLI NG ``Y~11114IIIti111ltgtttj~// PROJECTS 'COLORADO ROOM' PATIO E 3 4 2 7/16 X 5 0 TRACO GLASS INDOW TE R O~ REG/ /~/i/ , + BEIGE VINYL SLIDING `~Q °•°•s~' 4 3' -8 3/4 X 5 -0 TRACU GLASS WINDOW TEMP ~ V • •'9 ~ NGG'~ ~ AWNING PATIa DATE, SO-30-97 _ , _ + BEI GE V NYL SLI DING ? V ; V 5 3 8 3/4 X 5 0 TRACC GLASS WIN OW T MPERED o _ a , + G V N SLI DI N . 9J19 Z; 3 WINDOW DRAWN TANNER LEI7ZI NGER 6 3 8 3/4 X 5 -0 TRACC Ass w N w R D - , _ . , _ . C0 BEIGE VINYL SLI DI NG - ~ SOUTH PLATTE RI YER DRIVE 7 4 2 7/I6 X 5 0 TRA GLAS W N OW T P ~ ° DENVER, CO. 8 4' -Z 7/16" X 5` -0' TRACO BEIGE VINYL SLIDING q// S°• <303> 722-1200 REVIEWED DANIEL NEWELL GLASS W NDOW T PERED hp/~ ~Q 1`ti~~ 9 4' -2 7/I 6" X 5' -0" TRACC BEIG V NYL S DING /ttA1INtI1111pN11` II SS W 2-3/8'0 X 5' LAG-BOLTS 8 4' -0' d C. #8 X 3/4' TEK SCREVS E 24' d C. (BATH SIDES) Yln ' I' ,i NEV GUTTER PART • • it OF PREFAB ROOF ~ , }F PANELS I , . 2' -0' X 4' -0' PLASTIC SKYLIGHT W/ INTEGRAL ALUMINUM CURB FLASHING & TRIM 1 c° ,r ~l irr 1 ~ _ _ EXISTING 2-2' X 10' l\a. FLI TCN BEAM SOLID FILL I ~ ~ i ' I °/r ~~I II I II / tf E~', r II Eil ~ I~ ® E ~ U9 11~ ! I i ~ / / / SOLID ~ / KNEEWALL •v . . . ~ y.,.... - _ } ~ ; ANCHORS STAGGERED 2 ~ - - 24' d C, -III-= I I _III~I _ EXISTING ' ' GRADE ~ _ E. SIDE ELEVATION • - - - , s - a SCALE: 1/4" = 1'-0" - • - -i- - r - '.I~,' ~ 3 ~ a: iI • ~ . NEW 8' X 16' •i 6 • a RIBBON WALL ~ , Q ~ ~ s I iP Qa ~ ~ ' .a' ~ MEMO it ~......___...._._...___...__g'. SECTION-1 - ~4 EXISTING 2' X es---. RAFTERS 2 24' d C. t 2'X8' RAFTER TAIL REINFORCEMENT SOLID FILL (SEE NOTES) I _ FLASHING ,I ~ C-CHANNEL 6063-T6 ~ , ~ ~ ALU~fi ALLOY / / t I~ I,, I 1 l I~ I ~ {1 ~ / ~ I ~ °/'III / ~ ~ f ° /0 3` E P. S. & fIBERGLASS ROOF PANELS ~ 2-3l8'0 X 3' LAG-BOLTS / / SOLID STAGGERED 8 24' O. C. ~ KNEEWALL ti8 X 3/4' TEK / ~ t 1 _I ...v. ' , s-T~ ~ •~,".'s,.. ...j• SCREWS E 24' d C. I ~ I'Ti-iTi-f~fiT=`ff1~=1T'f''~1 •Y• TOP 6 BOTTOM 1 _ 1 I~~~~=111;5-III '0 .=~'~a~,.f: a~ °t: ~,w.` 'i,.',.~•;..1-III-III III I 1 a : ti, SECTION-2 ~ / ~ / FRONT ELEVATION SCALE: 1/4" = 1'-0" s~ • ENGINEERING REVIEWED BY• 1 ~ ~ ARCHiTEC1URAL ENGINEERING 3100 ~ ° © ~ ~HEATRIDI SERVKES, LLC ' 1155 S. Fed®ral 61vd., Denver, ^060219 ~Q dd ' ~,p1111k11{1111NfNl/Jj!/ PRQJECT~ 'COLORADO ROOM 0 RED J 0~:•' . N '•~F'% G(/.•~ ~ AWNING FATlD DATES 10-30-97 :0 t~: _ Z► 9519 WINDOW DRAVN~ TANNER LEITZINGF • ~ 51 SOUTH PLATTE RIVER DRIVE 1 1 DENVER, CO. i • • t303> 722-1200 i~~~ ssf` ``\~p REVI EWED~ DANIEL NEWELI }e t t~V ~/liq~nl II { u ~ 1 i DEPARTMENT OF GOMMUNITY DEVELOPMENT 7500 WEST 29tn AvENUE BUILDING INSPECTION DIVISION PERMIT N0. M91#17742 237-6944 EXT. 255 P.o. Box 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WNEN SIGNED BY THE CNIEF BUILDMG INSPECTOR ANC RELEIP7ED BELOW. FOR MISCELLANEOUS P MI JOBADDRESS - v OWNEii ~ CONTRACTOR 4PDRESS ~ Z~2&,AIL 65'~ ADDRESS ~r - PHONE IP CODtC CITY ZIP CODE CONTRACT PF/~} PHONE CsrSd lO LICENSE NO. DATE I. TYPE Ground LJ 2. MATERIAL SIGNS 3. ILLUMINATION Ysa❑ No❑ TY7a 4. SET BACK FROM PROPERTY LME N_ (SOecify which ia front ) ❑ Wa11L1 Proiectinp S_ E_ ❑ ❑ pfher 5 a D Faee Totol Samn Faat EIKt. Permit No. Zone_ Apprwed.2ons Inspector 1. TYPE SolidO More Than 80% ODanU Len Than 80% Open FENCES MATERIAL . HeiQhf 3. SET BACK FROM PROPERTY UNE N_ 5_ E_ W Zone_ ADDraW,Zorn IneDeeta (SpecifywhitAis }ront) ❑ ❑ ❑ ❑ DisoODrovod 1. ~ OTHER 2 . - a. DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,G (SETBACKS OR PROJECTqNS INLLUDED) INSPECTION TICKET 1 JOB ADDRESS DATE: BLDG. PERMITB BLDG.CONTR PERMITN SUBCONTRACTOfl STREET NAME / SNOW DISTANCES PROM THE MAIN BUILDING T6ADJOINING HOUSES, STREETS DATE INSP. RE0. DISTANCE TO PROPERTV LINES, NOT MAXIMUM OR AVERAGE DISTANCE. TYPE OF INSP. - APPLICATION FOR PLUMBING; ELECTRII THISAPPLICATIONWILLBECOMEAPERMITTOPERFORMTHEINDICATEDWOf INSPECTION MADE PERMIT WILL EXPIFE 180 DAYS FROM THE DATE OF ISSUANi /.-2q ~ ~ELECTRICAL PERMIT PLUMBING PEF REMARKS V STATE LICENSE N0. STATE LICENSE N0. w 07, n---i z /v a ALUM INUAI WIRE UNDERSIZE 8 ILLEGAL FLOOR BSM ,aa~ IST WATERCLASET TEMPORARY METER WASH 80WL 19 W R FORM 6 NEW SERVICE - AMPS BATH TUB . . - y--~ CHANGE SERVICE-AMPS SHOWER / LIGHTING SINK HEATING GARBGGE DISV POWER SU6-CIFCUITS WAiER HEATER UTILITY (RANGE, DISPOSER, ETC ) AUTO. WASHER PouMt CMr a DISH WASHER AUTOMATIL SPRINNLER SYSTEM fIXTURES WIRING MOTORS 9 CON7ROlS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 9 RELTFIERS SEWERS ADDITION TO OLD WORN OTHER MOTOR$ OVER I HP TOTAL FIXTURES I Mreby ocknowledqe ihot this aD011c0- fion ia cmrect ond understand tl+oi I cpnnot sfort this Droject until this oODli- totion it apOroved. I shall comply witn fM laws of Ihe 51ate ol Colorodo ond to ths loninp ReQulations ond Buildinp Code of the City of Wl+eai Ridpe. Any violotion of the above terme wili cause immediote revocation ot thie permit PERMIT FEE %USETAX FEE $ DISA VE e CHIEF BUILDING INSPECTOR,Cityof, heat Ridqe Date Issued / 4 - `6 - 11 NOT VAIID UNlESS RECEIPTED ew y (a ~ ~ SS/ CAL1237-8914 EXT.255 24 HOURS IN ADVANCE FORINSPECTIONS pp' enb SlpneNr• ~ 7500 WEST 29th AVENUE ~ 237-6944 EXT. 255 P.O. BOX 638 VALID DEPARTMENT OF COMMUNITY DEVELAPMENT Mrn 7~ BUILDING INSPECTION DIVISION PERMIT N0. 34 y Z CITY OF WHEAT RIDGE, COLO. THE CHIEF BUILDING JOB ADDRESS CONTRACTOR ADDHESS IIIlJ`~'~i~l CITY \N(.i\ ZIP CODE PHONE LICENSE N0. C:) SIGNS OWNER ADDRESS t ~U~ _ , J ~ ; • - PHONE ZIP CODE . $ ~ :ONTRACT PRICE $ ~~-5 QY 0a'-O v- 91 - 1. TYPE Ground ❑ Woll❑ ProiecHnO~ Ofher S or D FaaS Totol Squme Fee1 2. MATERIAL 3. ILLUMINATION Yes❑ No❑ Typa Eleel. Permit No. _ Apprw~d, 2ons Inspwlw Zons 4, SET BACK FROM PROPERTY LINE N_._ S Q E a W❑ piwpDrovsd (SoecifvwhiahisfrOnt) ❑ I. TYPE SoiidO Mon Thon BO% ODSnLI MATERIAL FENCES 3 SET BACK FROM PROPERTY LINE N-- S-- (Soseifv whieh is front) ❑ cl I. OTHER 13. AND RECEIPTED BELrJw. DRAW SKETCH OR SHOW BELOW,THE FENCE, SIGN, OR OTHER STRUCTURE,GIVih'v DISTANCES FROM PROPERn LINES. (SETBACKS OR PROJECTpN51NCLUDED) ~ SPECIFY NORTH STREET NAME $HOW DISTANCES FROM THE MAIN BUILDING TQADJOINING MOUSES, STREETS,AND PROPERTV LINES; ON IRREGUTAR lATS, SHOW lEAST DISTANCE TO PROPERTV IINES, NOT MAXIMUM OR AVERAGE DISTANCE. APpLICATION FOR PLlNv1BING; ELECTRICAL; MECHANICAL PERMIT PERFORM CATED UPON THIS APPUCATION ~RMI B WOMEE%P REM60 DAYS FROM Q4 EEOF~SSUA CE ~ WORKYIS NOT STAIRTED WT H TM~~ a~4 INSPECTION DIVISION. AL PERMIT ELECTRICAI. PERMIT STATE LICENSE N0. PLUMBING PERMIT STATE LICENSE NO. pRAIN TO OL IVER I 6 1 hareby acknowladpe 1hot lhis opplico- fion is correcf and understond that I connot start tAis Drojed unfil thit oppli' cotion is aDCroved. I sholl comply with fhs laws of the State o1 Colorado ond to ths Zoninp Repulotions and Buildinp Code of the Cify ot Wheof Ridpe. AnY violation of fhe above ferms yill cause immediate revocati / of is Oeimit. o;~f /~plieanl~ 9i0nalun j PERMIT FEE USE TAX TOTAL FEE A DZAPPROVE] RPROVE CHIEF BUILC Heipht yy Zp,e_ AOVrwW,ZOm ImDatw ,City of Wheai Ridqe MECHANIC UE4 C'rtcb OrnIGofIaliftDO^"IG FORCED AIR - BTU HOT WATER BTU crceu - BTU NOT VAUD UNLE55 Kccxu oa-o y- 9/ Date Issued Q i% / Lou Than 80% CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS L MM9i ~36V.; ✓ INSPECTION TICKET Jos ADDRESS DATE: 2- 'V-91 BLDG. PERMITk PERMITB 'yMy/ BLDG. CONTR. SUBCONTRACTOR lY~ ~ DATE INSP. REQ. ~A/ TYPE OF II INSPECTIO REMARKS V /0 INSPECTION TICKET JOB ADDRESS 3\lC DATE: BLDG. PERMITN ~ PERMIT# BLDG. CONTP~ SUBCONTRACTOfl DATE INSP. REQ. `YCn NI m TYPE OF INSR INSPECTION MADE REMARKS W.R. FORM E19 P. ~ /