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HomeMy WebLinkAbout10401 W. 44th Avenuei CITY OF WHEAT RIDGE �9Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Lj 18 4 F�_- Job Address: 1 O L101 VV c Z, Permit Number: ? C1 ! 7©P0/ ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes 00 When corrections have been made, call for re -inspection at 303-234-5933 Date: / D Inspector: DO NOT REMOVE THIS NOTICE OMM & Gutters, LLC. 3180 E 88th AVE DENVER C0.80229 PH.303-901-5780 Roof Workmanship Warranty Owner(s): Raffaele Vitale Completion: 05-21-2018 Project & Address: 10401 W 441h Ave Wheat Ridge, Co 80033 Roof Tape: EPDM membrane Color: white Squares: 18 This contractor (North Star Roofing & Gutters LLC.) will warrant against defects in workmanship for the installation Of the roofing system as follows: Commencing upon completion date for a period of 5 years for repair of roofing System as well as any damage done to the interior due to improper installation. Contractor also agrees to furnish Upon reasonable notice and at reasonable time for any warranty repairs to be completed. There are no warranties which extend beyond the face hereof: This warranty is not intended for a substitute for common sense maintenance program by the owner, nor, is It an effective instrument in the face of abuse of the roof by foot traffic and abuse from other trades or Individuals. Contractor Specifically Excludes From This Warranty The Following: ® Any Damage to the roof caused by sun, high wind, lightning, snow, ice, hail, fallen tree branches, collection of leaves, cones or needles, or other phenomena of the elements of nature. • There is NO implied Warranty of Merchant Ability or Fitness in connection with roof materials supplied by this contractor. This warranty shall not render this contractor liable in any respect, for any damage to this building, or any contents thereof for any loos. Injury or damage to persons or property resulting from any defects in the materials supplied, nor will contractor be held liable for incidental, special or consequential damages, direct or indirect of any nature to any person sustained from any cause due to manufactures defect in materials supplied. ® Damage caused by owner -specified use of incongruous materials. Damage between roofs, walls, decks, or appurtenances that this contractor did not install. ® Damage to this roof caused by improper ventilation. Settlement distortion or failure of roof, decks, walls, or foundation of this building. • Damage to roof caused by inadequate drainage and/or ponding of waters. • This warranty shall terminate in the event that after application or this roof any equipment, serials, signs, guy wires, cables, ropes, electrical wires of any kind, vending, pluming, etc. are improperly installed without prior written notice and approval of the proposed installation by this contractor. ® If this roof is damage or injured at any time by any cause such as to an extent that repairs are necessary or for any reason alteration or penetration are required by any craft that repairs are necessary then and in the event unless the repair work shall be done by this contractor or subject to prior written approval and inspection by this applicator, this warranty will no longer be in force. If any of the above work, inspection, or maintenance is done by this applicator he will be reimbursed for the same. The undersigned has read the foregoing Roofing Warranty and accepts all installation and products Furnished in connection and therewith subject to all terms hereof. Dated this 21 Day of May 20 18 Signed(s) Owner(s Contractor: NORTHSTAR ROOFING & GUTTERS LLC Date: Mav 21, 2018 . VERSIco ROOFING SYSTEMS Warranty #: VER -104 10080 W 44th Ave Wheat Ridge, CO 80033 VERSICO MEMBRANE MATERIAL WARRANTY Subject to the following terms and conditions, Versico, a division of Carlisle Construction Materials Incorporated, warrants to the Buyer that the Versico membrane material (MEMBRANE) will not prematurely deteriorate to the point of failure because of weathering for a period of (15) years from the date of sales if properly installed, maintained and used for the purpose for which Versico intended. Buyer shall give Versico notice of a claim under this warranty within thirty (30) days of discovering any premature deterioration of the membrane. Any claim under this warranty must be made in writing within the designated warranty period from the date of sale and must include a sample of the membrane for evaluation and response at the owner's expense. If upon inspection of the membrane sample received by Versico, the Membrane shows premature deterioration because of weathering within the designated warranty period stated herein, Versico's liability and Buyer's remedies are limited at Versico's option to the providing of repair material for the original Membrane or credit to be applied towards the purchase of a new Membrane, the value of these remedies being determined by Versico based upon the number of remaining months of the unexpired warranty used to pro -rate at the current prices for the Membrane. The maximum pro -rated value allowed by Versico for repair or credit shall not exceed the original Membrane purchase price. This warranty refers to the deck membrane material only. Flashings, adhesives and other accessories contained in a membrane system are not covered by this or any other warranty, express or implied. Versico shall not be responsible for the cleanliness or discoloration of the membrane material caused by environmental conditions including, but not limited to, dirt, pollutants, or biological agents. Versico shall have no liability under any theory of law for any claims, repairs, restoration, or other damages including, but not limited to, consequential or incidental damages relating directly or indirectly, to the presence of any irritants, contaminants, vapors, fumes, molds, fungi, bacteria, spores, mycotoxins, or the like in the building or in the air, land or water serving the building. NO REPRESENTATIVE OF VERSICO HAS AUTHORITY TO MAKE ANY REPRESENTATIONS OR PROMISES EXCEPT AS STATED HEREIN. VERSICO DOES NOT WARRANTY PRODUCTS UTILIZED IN AN INSTALLATION, WHICH IT HAS NOT FURNISHED; AND SPECIFICALLY DISCLAIMS LIABILITY, UNDER ANY THEORY OF LAW ARISING OUT OF THE INSTALLATION AND PERFORMANCE OF, OR DAMAGES SUSTAINED BY OR CAUSED BY, PRODUCTS NOT FURNISHED BY VERSICO. THERE ARE NO WARRANTIES EITHER EXPRESSED OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, WHICH EXTEND BEYOND THE WARRANTIES CONTAINED IN THIS DOCUMENT. VERSICO SHALL NOT BE LIABLE FOR ANY INCIDENTAL, CONSEQUENTIAL OR OTHER DAMAGE, INCLUDING BUT NOT LIMITED TO, LOSS OF PROFITS OR DAMAGE TO A STRUCTURE OR ITS CONTENTS UNDER ANY THEORY OF LAW. THIS WARRANTY IS NOT TRANSFERABLE OR ASSIGNABLE. f i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: g a y\fl ek I Ffec Com Job Address: 10 4 0! w 4 4 )4 v -- Permit Number: -3 o R 01 � ❑ No one available for inspection: Timd Re -Inspection required: Yes No's *W corrections have been made, call e IES Inspector` i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: q0q- til 1.w1 a,,-)r3l Job Address: )OL461 L_/ 1.1 q -f ,14Ve, Permit Number: 20120 W I F/,.Ia/Rog 4r),,1 -0V_ i. r ❑ No one available for inspection: TimeM Re -Inspection required: Yes o When corrections have been made, ca I for re -inspection at 303-234-5933 Date: i / Inspector: botir', Lra ✓c it DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE 1�9�Building Inspection- Division (303) 234-5933 Inspection line '(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION / NOTICE f Inspection Type: f i� d l �'�1 d0 V i &o r Job Address: 10qL/ '4V44 { ✓P� Permit Number: 2-01706016 '11 q / Vl,,A I L,, / hw,,- 4p,),, --c) L,� J ❑ No one available for inspection: Time 0,,30 60M Re -Inspection required: Yes (9 When corrections have been made, call for re -inspection at 303 -234 - Date: x%11 Inspector: &,oyn ` Ld ✓O -t ` DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 41-4 Job Address: 1 O 4 U 1 Permit Number: �- 0 ( -+ y 5<CD t , ❑ No one available for inspection: Time I_ ' 9 Re -Inspection required: Yes NO �) When corrections have been made, call for re -inspection at 303-234-5933 Date: '� ` 1 " t V Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax I INSPECTION NOTICE PCt4z� I aA Inspection Type: 'Yl%q/ 40 s� Job Address: 10 & L Permit Number: 20LIM016 Oar toYCA/1 n" r-- raw, r ❑ No one available for inspection: Time A PM Re -Inspection required:Ye _-No When corrections have been made, call for re -inspection at 303 -234 - Date: ' �7 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:07� Job Address: /��/�/ k) qt1 , �r Permit Number: %'Fe/ 6 ❑ No one available for inspection: Time Re -Inspection required: Yes (Po When corrections have been made, call for re -inspection at 303-234-5933 Date: "1/ ,1q• IF Inspector: DO NOT REMOVE THIS NOTICE e A i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time ,AM/PM Nt Re -Inspection required: Yes (moo When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS /NOTICE i CITY OF WHEAT RIDGE Vr Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ) J Z C_ (�'l -, C-2) k , I P s Job Address: I y- g I Lo Permit Number: 0 1 - C) -y, c, ❑ No one available for inspection: Time I0 IPM Re -Inspection required: Yes When corrections have been made, callfor re -inspection at 303-234-5933 Date: 3I i d' 3 Inspector: a - DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Vr Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ) J Z C_ (�'l -, C-2) k , I P s Job Address: I y- g I Lo Permit Number: 0 1 - C) -y, c, ❑ No one available for inspection: Time I0 IPM Re -Inspection required: Yes When corrections have been made, callfor re -inspection at 303-234-5933 Date: 3I i d' 3 Inspector: a - DO NOT REMOVE THIS NOTICE City of Wheat Ridge ®:00 Commercial Roofing PERMIT - 201800452 PERMIT NO: 201800452 ISSUED: 02/15/2018 JOB ADDRESS: 10401 W 44th AVE EXPIRES: 02/15/2019 JOB DESCRIPTION: Remove and replace modified bitumen system; flash parapet wall, add insulation to code; 11 squares total, 3/12 pitch *** CONTACTS *** OWNER 303-301-5785 RAFFAELE'S HAIR STUDIO SUB (303)295-2220 Tomas Wofram 110052 Core Contractors, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 331 / General Retail; 1 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,090.41 FEES Total Valuation 0.00 Use Tax 106.90 Permit Fee 140.90 ** TOTAL ** 247.80 *** COMMENTS *** *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, 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. 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 -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. 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. City of Wheat Ridge Commercial Roofing PERMIT - 201800452 PERMIT NO: 201800452 ISSUED: 02/15/2018 JOB ADDRESS: 10401 W 44th AVE EXPIRES: 02/15/2019 JOB DESCRIPTION: Remove and replace modified bitumen system; flash parapet wall, add insulation to code; 11 squares total, 3/12 pitch I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this �permit. I further attest t at I am legally authorized to include all entities named within this document as parties to the work to be perforMed andjthat all avoi to be performed is disclosed in this document and%/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the pennit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit sh 1 not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any o an�e.�r reg ation of this jurisdiction. Approval of work is subject to field inspection. I. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat �idge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsgci.wheatridge.co.us FOR OFFICE USE ONLY Date: Add to Permit # Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner (please print):.R-n- 0 Ie �S ,� 7� .��` Phone: Property Owner Email: Mailing Address: (if different than property address) Address City, State, Zip: C01�9 - colvr6c4 Contact Person: V �%I.4 J�, r O o kt4 y' Phone: i c) f� i 2 Contractor: Contractors City License #: Phone: 30 3 ZC15-- 2220 Contractor E-mail Address: L4 < t)'r?�eA , C0,4' -t Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour - 2 hour minimum). Description of revised/amended work: ct Sq. Ft./LF Amps Btu's Squares I U L1 v I LA-" vizi 4-1q Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) PRINT NAME: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: UTHORIZED REPRESENTA i GNATURE: � e DEPARTMENT USE ONLY PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required (OWNER)(CONTRACTOR) OCCUPANCY CLASSIFICATION: Building Division Valuation: $ A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: S Job Address: I C, L4 U y rl, Ylw Permit Number: ❑ No one available for inspection: Time c AM/PM Re -Inspection required: Yes N When corrections have been made, call for re -inspection at 303-234- Date:-,z.2 03-234-Date:,z.2 ) / a, )) K Inspect / DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3d 1C F -Z Job Address: 14 __0/ U 4 +1, 1,11� Permit Number: ❑ No one available for inspection: Time `}1,J )o /PM Re -Inspection required: Yes (9 When corrections have been made, call for re -inspection at 303-234- J 5933 Date: c� I 5 1) '�6 Inspecto k�__ ^—T ®O NOT REMOVE THIS NOTICE M i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: :?-) 0 a Lx'� C'\` I "'�) Job Address: / o Ll 0 1 VJ y L1 -4i 1\/ Permit Number: Q O 1-4 0 `6 o/ I- ❑ No one available for inspection: Time;(, M�PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Dater 5�l `1 Inspect nom.- i C1 DO NOT REMOVE THIS NOTIC Loi A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: L4 `-I Permit Number: Q-� (3 O —isc) / G, v 2 -�t- PV a'1 lC l rc.�Lk ❑ No one available for inspection: Time X1',a 4:; �&/PM Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date: /'D 25- Inspectoa - DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1` Job Address: O W 0 l,J LI Permit Number: c�) fl J -- Z7 $ O ) io ❑ No one available for inspection: Time I �: / �> ✓CQ�M PM Re -Inspection required: Yes ��o When corrections have been made, call for re -inspection at 303-234-5933 Date:L))Z Inspectorn�1 , DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: d '7 M �, L Job Address: 0 �"� CQ 1 k1 4.4 +i-, is � Permit Number: C) -::� O `, (J) C, ❑ No one available for inspection: Time _ A M Re -Inspection required: Yes. No When corrections have been made, call for re -inspection at 303-234-5933 Date: 1 I 0(b 1 q Inspects n.- DO .DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: - Job Address: Permit Number: a,,D I q CS '�5 -0) ❑ No one available for inspection: Time`s QWVPM Re -Inspection required:Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector: 11-: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Miscellan PERMIT - 201708016 PERMIT NO: 201708016 ISSUED: 01/17/2018 JOB ADDRESS: 10401 W 44th AVE EXPIRES: 01/17/2019 JOB DESCRIPTION: Commercial Exterior repairs new canopy(3 1/2ft radius), 4 window doors (U -factor of .32), ADA ramp (32ft longx4ft) and New ELFS Exterior Clading for siding. *** CONTACTS *** OWNER (303)298-1155 VITALE RAFFAELE GC (303)221-7770 Adam Miller 021126 A.D. Miller Services, Inc. SUB (303)349-3958 Michael Roop 018962 Roop Electric *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 331 / General Retail; 1 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 70,000.00 FEES Total Valuation 0.00 Plan Review Fee 578.86 Use Tax 1,470.00 Permit Fee 890.55 ** TOTAL ** 2,939.41 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued.Windows shall comply with all applicable codes, have a .32 or better U -factor and shall be safety glazing if within a tub enclosure, less than 18 inches above the floor or within 24 inches of a vertical edge of a door.Windows shall comply with all applicable codes, have a .32 or better U -factor and shall be safety glazing if within a tub enclosure, less than 18 inches above the floor or within 24 inches of a vertical edge of a doorAll work shall comply 2012 International Codes, 2014 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. All parking and driving areas shall be in conformance with Section 26-501 of the Zoning and Development Code. Site signage will require separate permits. - City of Wheat Ridge Commercial Miscellan PERMIT - 201708016 PERMIT NO: 201708016 ISSUED: 01/17/2018 JOB ADDRESS: 10401 W 44th AVE EXPIRES: 01/17/2019 JOB DESCRIPTION: Commercial Exterior repairs new canopy(3 1/2ft radius), 4 window doors (U -factor of .32), ADA ramp (32ft longx4ft) and New ELFS Exterior Clading for siding. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by �heIgaI eownerofthepropertyand am authorized to obtain this permit and perform the work described and aproved in conjunction with thsermit.Ifurther attestthatIamwork to be perrmed and that all work to beyper}e isclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing, and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a 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, any violation of any provision of any applicable code o � any ,rdinanee or regulation of this jurisdiction. Approval of work is subject to field inspection. r >.,r. Fl I Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �'' W heat �dge MUNITY DEVELOPMENT FOR OFFICE USE ONLY Date: i �1�) 6 4 Plan/Permit # F) o L""" � 0 + ,� Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: r)ermits(aci.wheatridge.co.us Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: t C) A Q 1 W e,4 9 4 }v% AV e -1 u e Property Owner (please print): R z f � 6e t e V rV al er Phone: -30"3 - 4*2-0 i 15 5 Property Owner Email: r %A r 3 cr,' (: Urn Mailing Address: (if different than property address) Arlriracc City, State, Zip: Architect/Engineer: �'zX} �= V er t 4% L Architect/Engineer E-mail: C' Y'l einb.n*_Evs.cA Phone: RYf -1 O._ 14 14 55 AD Contractor: l?wAc-&tTrry - Contractors City License #: I O Zla 111h- Phone: 303 J O 'li " 51 b l' Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form [COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING 9COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION E' WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Syme e - N e.� Sq. RAF ® Ci Amps S�.Ve- v T W'Drt Lrc� V1 C., U+ n 0 4 D o c) Y S. Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) (2ig�Electronic Signature (first and last name): DATE: 110/21-1 ZONING COMMMENTS: n / Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ 10/5/2017 Mail - rudypyramid@msn.com Permit application accepted - West Metro Fire Protection District NoReply@mobile-eyes.com Thu 10/5/2017 8:54 AM To:rudypyramid@msn.com <rudypyramid@msn.com>; Your permit request for Raffaele's Hair Studio at 10401 West 44th Avenue Wheatridge, CO 80033 has been accepted. ----------------------------------- The Job Number is: 171005003 Description: New exterior Stucco application, new canopy over main door, extended parapet walls, ADA stoop and ramp, new windows and doors Follow the steps below to upload your plans. 1. All plans shall be in PDF format only. 2. All plans shall be submit ted in a fully UNLOCKED and UNSECURED state for plan review. 3. Submissions shall not utilize the color "RED" for the plans, drawings, notations, etc. 4. Send your plans to planreviewPwestmetrofire.ora 5. Name the plan you intend to upload using the job number provided above followed by the physical address (street number, street direction, street name, street type) where the work is to take place. 6. You will receive a confirmation email once your plans have been successfully uploaded. 7. No action will be taken on your request for permit until you plans have been received. NOTE: Re -submissions shall only include the pages that are affected and additional pages that may be required for the needed corrections. Re -submission of full sets, unless specifically requested, shall result in the rejection of plans. https://outlook.live.com/owa/?VVT.mc_id=016_BingHP?mkt=en-US 1/1 7186 S. Forest Lane level Centennial, CO 80122 S T R U C T U R A L E N 6 I N E E R 5 STRUCTURAL CALCULATIONS FOR 303.260.9455 naineers.com �. City of RAFFAELE'S HAIR STUDIOS V V �1C�tCL COMMUNITY DEVELOPMENT APPROVED Reviewed for Code Compliance 1- 10401 West 44th AvenuYY `� ►� �[ /! Wheat Ridge, CO 80033 Plans Examner Date Validity of Permit' The issuance ofo permit at approval of plans speciticotions orad computations shall not be a permit for, or an approval of, any violation to MY of the provisions of the building code or of any OtY ordinances. Permits presuming to give authority to violate of cancel the provisions of the Building codes or other ordinances of the City shop not be valid. N L I # 17-084-01 PREPARED FOR PYRAMID CONSTRUCTION October 2, 2017 37295 . ;� �FSS�ONA��� *4 %Of e !a,� - /OvIl e a 4 Job Titie Job No. -ld*-4 y G� •7 Client B I Date3 t l$ 4 Sheet l of i t 5 ° PLf o" C y of ..,hEatRidBe next level, inc. niengineers.com 303.260.9455 0 +- 08(�-61 Job Title Job N. Client � �i£lie��� By Dat r- t � Sheet � of 5 I A - �CkL646, rte° - It em, of heat"/ogle next level, Inc, nlengineers.com 303.260.9455 4!!PfJob Title �'.. Job No.a •� Client t l.3 By ftP Date[ t 1 Sheet -� of t Y. i t f �- LIV1149 iE pr � next level, inc. nlengineers.com 303.260.9455 Job Title Job NolT i •l Client Sheet � of i ?_ fAT-� c i , +bl' k5,O) ps tt- PO (0'ro," -�� P�:�- (OP�0(0.�') -=- 55 P!�F TS (sem) = 'Ztb' A ,. lobs ilk I CnY of Wheat Ria9e next level, Inc. nlengineers.com 303.26.9455 Project: Raffae[e's Nair -Studio Model: Canopy Framing. C�fyof Wheat i R2 R1 8.00 ft Section: 800S162-43 Single Maxo = 1907.5 Ft -Lb Fy = 33.0 ksi Moment of -inertia, i = 4.63 in^4 Va = 1008.2 Ib Wind or Earthquake Factor Included ? No Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mposl Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 400;0 0,210 400.0 Full 1907.5 0.210 0.034 LJ2848 Combined Bending and Web Crippling Reaction or Load Bring Pa Mmax Intr. Stiffen Pt Load . R{Ih) (in) (lb) (Ft -Lb) Value Req'd ? R1 240.0 1.00 277.2 0.0 0.87 No R2 200.0 1.00 277.2 0.0 0.87 No Combined' Sending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (ib) (Ft -Lb) Factor VNa MIMa Unstiffen Stiffen RI 200.0 0.0 1.00 0.20 0.00 0.04 NA R2 200.0 0.0 1.00 0.20 0.00 0.04 NA C�fyof Wheat Description : Project Title: Raffaele`s Hair Studio Engineer: Project ID: 17-084-01 Next Level, Inc. Project Descr: nlengineers.com Canopy Edge Beam Printed: 3 OGT 2"y 7, 1 J:G5nV v rx Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: IBC 2012 gw ffi_: . - fy a,�_ Analysis Method: Load Resistance Factor Design F ------ Beam Bracing: Beam is Fully Braced against lateral -torsional buckling: Steel Yield: 36.0 ksi E::Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending Span = 8.0 ft 'rel i Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT intemally calculated and added Uniform Load: D = 0.020, S = 0.030 ksf, Tributary Width = 4.0 ft, (Canopy Load) .........,vu wa r�auu — Section used for this span aximum ear Stress Ratio = L6x4x5116 __..._ ___..__...— 0.032:11 Mu: Applied 2.304 k -ft Section used for this span Vu: Applied L6x4x5/16 Mn * Phi: Allowable 9.522 k -ft Vn . Phi : Allowable 1.152 k 36.508 k Load Combination +120D+0.50L+1.60S+1.60H Location of maximum on span Load Combination +1,200+0.50L+1.60S+1.60H Span # where maximum occurs 4.000ft Span # 1 Location of maximum on span Span #where maximum occurs 0.000 ft Maximum Deflection Span # 1 Max Downward Transient Deflection 0.034 in Ratio = 2,856>=360 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.056 in Ratio = 1714 >=240. Max Upward Total Deflection 0.000 in Ratio = 0 <240.0 Project Title: Raffaele's Hair Studio Engineer. Next Level, Inc. Project Descr: nlengineers.corn Project ID: 17-084-01 -4-h Printed: 3 OCT 2017. 10:3; Ant Description Canopy Support Post 16=== Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used: IBC 2012 Steel Section Name: HSS4x4x3/16 Overall Column Height 10.0 ft Analysis Method: Load Resistance Factor Top & Bottom Fixity Top & Bottom Pinned Steel Stress Grade Brace condition for deflection (buckling) along columns: Fy: Steel Yield 46.0 ksi X -X (width) axis: E : Elastic Bending Modulus 29,000.0 ksi Unbraced Length for X -X Axis buckling =10.0 ft. K =1.0 Y -Y (depth) axis: Unbraced Length for Y -Y Axis buckling =10.0 It, K =1.0 - I.O 1WService loads entered. Load Factors will be applied for calculations. Column self weight included: 94.20 lbs • Dead Load Factor AXIAL LOADS ... Post Load: Axial Load at 10.0 ft, D = 0.5030, S = 0.7540 k . . . . .... .......... . .. Bending & Shear Check Results ...... . . ......... . PASS Max. Aodal+Bending Stress Ratio = 0.02695 1 Maximum Load Reactions.. Load Combination +1-200+1.60S Top along X -X 0.0 k Location of max.above base 0.0 ft Bottom along X -X 0.0 k At maximum location values are... Pu Top along Y -Y 0.0 k 1.923 k Bottom along Y -Y 0,0 k 0.9' Pn 71.370 k Mu -x 0.0 k -ft Maximum Load Deflections ... 0.9' Mn -x: 12.662 k -ft Along Y -Y 0.0 in at O.Oft above base Mu -y 0-0 k -ft for load combination : 0.9' Mn -y: 12.662 k -ft Along X -X 0.0 in at O.Oft above base PASS Maximum Shear Stress Ratio = 0.0 for load combination Load Combination Location of max.above base 0.0 ft At maximum location values are ... Vu Applied 0.0 k Vn Phi: Allowable 0.0 k X /Load 1 3/4 1200 730 1100 -r,40710(0 x~600 1050 590 1020 510 70Q 718 1800 930 190 470 820 1410 770 1400 750 1360 720 13 1 2040 1750 1870 1000 1800 950 1780 930 1730 900 168 1. Tabulated tateral design values (Z) shall be multiplied by all applicable adjustment factors ; 2. Tabulated be design values (Z) are for `Yeduced body diameter lag screws (see Appe u fibers; minimum screw penetration, p, into the main member equal to 8D; dowel bearing s Psi for ASTM A 36 steel and screw bending yield strengths (Fm): F. = 70,000 psi for D = / 3. When 4D S p < 8D, tabulated lateral design values (Z) shall be, multiplied by p/8D. AMERICAN WOOD COUNCIL 540 1 980 530 930 490 690 1310 680 1240 630 920 480 900 470 1220 620 1200 600 850 1680 840 1570 770 1560 760 1530 740 Table 10.3.1). L) insetted in side grain with screw axis perpendicular to wood the (Fj of 61,850 psi for ASTM A 653, Grade 33 steel and 87,000 k F,b = 60,000 psi for D = 5/16"; FY, = 45,000 psi for D >_ 3/8" �+ 7 Table 11K LAG SCI 'E1N47 Reference Single Shear Lateral Design Values (Z)' for (two member) Connections*,2,3 LU with 1/4"ASTM A 36 steel side plate, or ASTM A 653 Grade 33 steel side plate (for ts< 1/4') U �e �m�O 111 y aLZ op ' AAkU) '4 F of iQ D a p 11 m U'tr Ci 0 11 _x O�VI O 7 Of ">• m h C it 4 N ti O C d O Q 1"1 E n y to Q Zti C7 U' 02 If 0 C9❑2 �� (7 2 tai �' C7 In o -a C7 O ogi � m m a �' M m ` f in. in. tbs. Zy ZZ, Zy zp z Zu C7 W >i O Z 0.075 (74 gage 11 970 5116 220 130 160 120 Ibs. 150 tbs. 110 Ibs. tbs. 150 ft. Ibs. Ibs. Z, tbs. Z Ibs. Ibs Zy tbs. Z° Zy Zll Ibs. Zy 3/8- 220 160 .160 200 140 200 140 190 130 190 130 190 100 130 740 100 180 120 140 100 130 90 Ibs. S. 130 90 130 Ibs. 90 0.105 (12 gage 114 180 5116 230 10 170 170 130 200 180 130 120 190 130 160 120 190 120 160 110 180 120 180 980 120 120 170 770 110 110 170 11.0 160 170 100 100 318 230 ' 160 210 160 290 140 200 200 140 140 200 f90 130 150 110 190 130 150 190 110 120 140 100 170 140 100. 140 100 - 90 0.120 (11 gage 114 190 5116 230 150 170 180 130 210 150 170 120 200 130 170 720 200 130 160 120 190 120 160 110 190 120 110 180 110 170 110 170 180180 470 11Q 110 0.134 318 240 114 170 220 150 210 210 i40 140 200 140 210 140 200 140 200 190 130 160 190 110 130 150 ISO 100 120 750 1010 0 140 180 100 (7D gaga 200 5J76 20 150 180 980 140 220 160 180 210 i30 170 130 130 170 120 200 130 160 120 190 160 120 710 180 110 120 180 180 110 180 7i0 110 0.179 318 240 114 220 170 170 220 150 210 150 220 150 140 210 140 270 140 200 140 210 70 200 130 200 130 200 200 130 150 110 190 120 150 104 150 100' (7 gage) 5116 260 190 20 170 200 230 150 160 200 140 230 160 190 140 190 130 190 130 130 190 120 180 120 190 120 1180 80 170 120 0.239 318 .270 114 240 190 180 250 170 220 180 240 160 240 160 230 150 230 150 220 150 220 140 220 220 150 210 130 120 170 200 130 200 120 130 (3 gage) $116 300 220 280 190 210 270 150 180 210 150 260 180 200 140 790 140 190 140 130 210 130 180 120 210 130 200 180 130 3/8 310 220 280 190 270 180 270 180 260 170 260 170 250 160 250 � 250 160 230 150 120 180 230 150 180 120 140 160 250 160 240 140 230 140 230 140 314 1110 7!8 7510 670 1 880 1020 590 1390 780 1330 560 730 970 550 1320 770 950 530 65� 500 860 a50 8 1/4 1 1940 1!4 240 1100 180 1780 960 220 160 1710 910 1700 890 1280 690 1650 1250 1230 650 1170 590 a50 840 1160 590 1140 440 570 5116 310 220 28Q 200 210 270 150 180 210 150 270 180 200 1 0 200 140 190 810 1500 8 120 730 7460 160 710 316 320 220 290 190 280 160 270 180 260 170 270 170 260 50 160 230 150 720 180 230 150 230 120 140 160 250 160 240 150 240 140 3/4 1200 730 1100 -r,40710(0 x~600 1050 590 1020 510 70Q 718 1800 930 190 470 820 1410 770 1400 750 1360 720 13 1 2040 1750 1870 1000 1800 950 1780 930 1730 900 168 1. Tabulated tateral design values (Z) shall be multiplied by all applicable adjustment factors ; 2. Tabulated be design values (Z) are for `Yeduced body diameter lag screws (see Appe u fibers; minimum screw penetration, p, into the main member equal to 8D; dowel bearing s Psi for ASTM A 36 steel and screw bending yield strengths (Fm): F. = 70,000 psi for D = / 3. When 4D S p < 8D, tabulated lateral design values (Z) shall be, multiplied by p/8D. AMERICAN WOOD COUNCIL 540 1 980 530 930 490 690 1310 680 1240 630 920 480 900 470 1220 620 1200 600 850 1680 840 1570 770 1560 760 1530 740 Table 10.3.1). L) insetted in side grain with screw axis perpendicular to wood the (Fj of 61,850 psi for ASTM A 653, Grade 33 steel and 87,000 k F,b = 60,000 psi for D = 5/16"; FY, = 45,000 psi for D >_ 3/8" �+ 7 z a o� U u 6 2 N 0 N T 0 0 � r Lateral Connectors, Ties and Straps HRS/ST/FHA/PS/LSTA/LSTI/S/MST/MSTA/MSTC/MSTI Strap Ties , Codes: See page 11 for Code Report Reference Key Chart. LSTA9 11/a 9 8- #10 8- #10 8 #10 705 1120 =f LSTA12 11/� 12 10- #10 10- #10 8- #10 885 1190 1190 1190 LSTA15 11/4 15 12-#10 12-#10 10-#10 10 1190 1190 LSTA18 11/4 18 14- #10 12- #10 10- #10 1190 1190 L90 STA21 33 11/4 21 14-010 12- #10 t0- #10 1190 11190 1190 LSTA24 (20 ga) 11/4 24 14- #10 12- #10 ---1O- 10-410 1190 1190 1190 ST292 2Xs 9316 12 #10 #t0 10 #10 1060 1240 i 1240 S72122 2 M 1273916 16- #10 12- #10 10 #10 1415 1502 I 1502 ST2115 3/4 16§16 8- #10 6- #10 4- #10 630 630 630 ST2215 2%l 6% 20-#10 14-#10 10 #10 1765 1825 I 1825 HRS6 HR88 HRS12 FHA6 97 (12 9a) ,.n.. 1% 1 �6 13rfi 1791s 1%6 1916 1% 1'916 1 Xs 2X6 2X6 2146 21A660 21A6 21% 2X6 6 8 12 63/6 g 115/6 173/4 237/6 30 26 36 48 27 37 48 6-#10 10- #10 14-#10 8- #10 8- #10 8- #10 8- #10 8- #10 8- #10 26- #10 36- #10 48- #10 58- #10 30-#10 42-#10 54-#1054 F � 530 885 1235 705 705 705 705 705 2300 3180 4240 5025 2650 3710 4770 790 1315 1840 1050 1050 1050 1050 t 050 _1050 3420 4735 5025 5025 3945 5025 5155 � FHA9 � FHA18 � ✓ s'�� a .; MSTI26 MST136 x _ MST27 170 MST48 MSTA30 S MSTA36 11/a 30 22- #10 16 #70 12- #10 1945 1950 1950 11/4 36 24- #10 18- #10 16- #10 1950 1 1950 1950 ST6215 2X6 185916 20-#10 16- #10 10- #10 1765 2025 2025 ST6224 2X6 23% 28- #10 20- 410 12- #10 2455�� 2455 IPt, ST9 54 71/a 9 8-#10 8-#10 8-#10 705 2455 1050 1350 L2, F4 ST12 (16 ga) 11/a 115x6 10- #10 10- #10 8 #10 885 1315 1350 ST18 11/4 173/4 14- #10 12- #10 12- #10 1235_ 1350 1 1350 ST22 11/4 21 % 20- #10 20- #10 20- 110 1350 _ 1350 t 1350 MSTC28 3281/4 36-#10 36-#10 30-#10 3180 4600 4600 MSTC40 3 401/4 52- #10 46- #10 46- #10 4595 4600 j 4600 =3 .. .. _ � 521/4 54 #10 � , .w :;1�::�:� 42 #70 42-#10 4600 4600 4600 HRS6 HR88 HRS12 FHA6 97 (12 9a) ,.n.. 1% 1 �6 13rfi 1791s 1%6 1916 1% 1'916 1 Xs 2X6 2X6 2146 21A660 21A6 21% 2X6 6 8 12 63/6 g 115/6 173/4 237/6 30 26 36 48 27 37 48 6-#10 10- #10 14-#10 8- #10 8- #10 8- #10 8- #10 8- #10 8- #10 26- #10 36- #10 48- #10 58- #10 30-#10 42-#10 54-#1054 6-#10 10-#10 14-#10 8- #10 8- #10 8- #10 B-410 8- #10 8- #10 Z6- #10 36- #10 40- #10 40-#102- 30-#10 40-#10 #10 6-#10 10- #10 12-#10 8-410 8- #10 8- #10 8- #10 8- #10705 8- #t0 22- #10 22- #10 22- #10 410 22-#10 34-410 46-#10 530 885 1235 705 705 705 705 705 2300 3180 4240 5025 2650 3710 4770 790 1315 1840 1050 1050 1050 1050 t 050 _1050 3420 4735 5025 5025 3945 5025 5155 SbAf• *.?r.. 16 l 00 2670 2710 2045 _ 2045 2045 2045 2045 2045 5025 5025 _ 4 5025 5025_ 5025 t 5025 5155 FHA9 FHAl2 FHA18 FHA24 FHA30 MSTI26 MST136 MSTI48 MST160 MST27 MST37 170 MST48 These products are available with additional corrosion protection. Additional products on this page may also be available with this option. Check with Simpson Strong -Tie for details. 1. Use half of the fasteners in each member being connected to achieve the listed loads. 2. Loads are based on lesser of steel capacity or fastener calculation. City of 3. Not all fastener holes need to be filled, as additional fastener holes are provided. Install fasteners symmetrically. (/� 4. See pages 65 through 81 for more information on Simpson Strong -Tie fasteners. .. heat &°"f9e ' 141 uaw�ww�fflfl N �fflm- 303.260.9455 nlenqineers.com STRUCTURAL CALCULATIONS FOR RAFFAELE'S HAIR STUDIO, Revip- -e 10401 West 44th Avenue Wheat Ridge, CO 80033 YajjCFty of per I­,ficabom qftdco-p,d.' to ony of the pr, presuming to gw o,;,- '-V 8wbwV codes OrOth6' ttil' L ty snug r,�t tw 1Z N L I # 17-084-01 PREPARED FOR PYRAMID CONSTRUCTION October 2, 2017 ON SITE PLANS NIDO MUST BE ON SITE, FOR INSPECTION 37295 Subicct to Field Inspections •. , S�ONA1. I 4 Job Title Job NoR 4 ClientK t t f3y � Date Sheet k of all► � .,. � �»" l > m Of next level, inc. niengineers.com 303.260.9455 m 1 • • Title.ash,',Gdirl • • • By kw D. of 0% s Iod-- Amw.. City Of Wheat Ridge Building Divison next level, Inc. nlengineers.com 303.260.9455 Job Title r 3 Job No .� Client ByOJO Da£e4 t 1 Sheet � of a is i —. lL '91-s"', -Y t MAW ..,,.�.»...�,....,...m A <..o,,.. i�<.w .,,ad...o <...,,iw<.�...,eiw�..yw.wware✓.�w..aw..vaa�s - Wh City or eat Ridge _ Building Divisors next level, inc. nlengineers.com 303,260.9455 Job Title } Job No T 1 dillClient B Date 1013' Sheet �- of Go - , ;b"- k 5,D) ps - Po ( o' ro 'Ij P� c05, (Q � 0 Co.!�) =- 55 P!� 4 Em � L's`"np"V 18 U City of Wheat Ridge next level, inc. nlengineers.com 303.260.9455 sr� Date: 10/3/2017 8.00 ft Section : 800S162-43 Single Maxo = 1907.5 Ft -Lb Fy = 33.0 ksi Moment of.inertia, 1 = 4.63 in^4 Va = 1008.2 Ib Wind or Earthquake Factor Included ? No Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mposi Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 400.0 0.210 400.0 Full 1907.5 0.210 0.034 LJ2848 Combined Bending -and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load P(lb) (in) (lb) (Ft -Lb) Value Req'd ? RI 200.0 1.00 277.2 0.0 0.87 No R2 200.0 1.00 277.2 0.0 0.87 No Combined Bending and Shear Reaction or Vmax Mmax Va Intr. Intr. Pt Load (lb) (Ft -Lb) Factor VIVa M/Ma Unstiffen Stiffen R1 200.0 0.0 1.00 0.20 0.00 0.04 NA R2 200.0 0.0 1.00 0.20 0.00 0.04 NA city ut �'h�at R'd9e �� Next Level, Inc. nlengineers.com Description : Canopy Edge Beam Project Title: Raffaele's Hair Studio Engineer. Project ID: 17-084-01 Project Descr: Printed: 3 Oct 2417. 1 0:G5A}A Calculations per AISC 360-10, IBC 2012, ASCE 7-10 - Load Combination Set: IBC 2012 Analysis Method: Load Resistance Factor Design Fy: Steel Yield: 36.0 ksi Beam Bracing: Beam is Fully Braced against lateral -torsional buckling E: Modulus: 29,000.0 ksi Bending Axis : Major Axis Bending Span = 8.0 ft s._ Service loads entered. Load Factors wilt be applied for calculations. Beam self weight NOT internally calculated and added — — --- --- -- Uniform Load: D = 0.020, S = 0.030 ksf, Tributary Width = 4.0 ft, (Canopy Load) rvranunurit oCnuutg zrress Katio = 0.242: 1 M Section used for this span L6x4x5/16 Mu : Applied 2.304 k -ft Mn * Phi: Allowable 9.522 k -ft Load Combination +1,20D+0.50L+1,603+1 60H Location of maximum on span 4.000ft Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 0.034 in Ratio= Max Upward Transient Deflection 0.000 in Ratio= Max Downward Total Deflection 0.056 in Ratio= Max Upward Total Deflection 0.000 in Ratio= um Shear Stress Ratio = Section used for this span Vu: Applied Vn . Phi: Allowable Load Combination Location of maximum on span Span # where maximum occurs 2,856 >=360 0 <360 1714 >=240. 0 <240.0 0.032 - L6x4x5/16 1.152 k 36.508 k +1.20D+0.50L+1.60S+1.60H 0.000 ft Span # 1 C,ry o f �`h�at R'd9e Project Title: Raffaele's Hair Studio Engineer: Project ID: 17-084-01 Next Level, Inc. Project Descr: niengineers.com ,.afii�. �" ,r.C.®- .=f1 .�.<,.� ,..". .."-,r; ,. - ir•�,._ ._,._:.. -. __ . - Pdnted:3OCT 2017.1Q%',AM. Description: Canopy Support Post Yom, ,2Z '✓- l'F.& _ -vim"„' efe':� Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 --..._..........___..__..__� _...___. Load Combinations Used: IBC 2012 25 1, ^ Steel Section Name : HSS4x4x3/l 6 Analysis Method: Load Resistance Factor Overall Column Height 10.0 ft Steel Stress Grade Top & Bottom Fixity Top & Bottom Pinned Brace condition for deflection (buckling) along columns: Fy: Steel Yield 46.0 ksi X -X (width) axis: E : Elastic Bending Modulus 29, 000.0 ksi Unbraced Length for X -X Axis buckling =10.0 it, K =1.0 Y -Y (depth) axis: Unbraced Length for Y -Y Axis budding =10.0 it K =1.0 r- - ,�k ` URNColumn Service toads entered. toad Factors will be applied for calculations. self weight included: 94.20 lbs' Dead Load Factor ' "---- AXIAL LOADS ... Post Load: Axial Load at 10.0 ft, D = 0.5030, S = 0.7540 k 'g vci�aTi �xHay Mill; Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = 0.02695 : 1 Maximum Load Reactions Load Combination +1.20D+1.60S Location of max.above base . . Top along X -X 0.0 k At maximum location values are... 0.0 ft Bottom along X -X 0.0 k Pu Top along Y -Y 0.0 k 0.9' Pn 1.923 k Bottom along Y -Y 0.0 k 71.370 k Mu -x 0.0 k -ft Maximum Load Deflections ... 0.9' Mn -x: 12.662 k -ft Along Y -Y 0.0 in at O.Oft above base Mu -y 0.0 k -ft for load combination : 0.9'Mn-y: 12.662 k -ft Along X -X 0.0 in at O.Oft above base for load combination PASS Maximum Shear Stress Ratio = 0,0 : 1 Load Combination Location of max.above base 0.0 ft At maximum location values are ... Vu: Applied 0.0 k Vn ' Phi: Allowable 0.0 k y 0 Ott' Load 1 X f r 4.0Oin i i Table 11KLAG *4;NEWS:, Reference Late ral Single Shear (two member) Connecti nS1,2,3 (Z) for with 1 /4" ASTM A 36 steel side plate, or ASTM A 653 Grade 33 steel side plate (fort,< 1/4") VL AO Jk U. n o 4 V7 �0 in m y H LLZ c d,aD m a U p,0 p G In R (D = 9- C O C 6 AAhn u x' o rn q— LL M LL Nm 0. 0 3 1D C70: U' $vJ If �jp oym o8 o�v�cEi aEi �m ChD2 U' t C7 c� �� o U` 2 n0 lbs. lbs, lbs. lbs. lbs. tbs. ibs. tbs. tbs. lbs. bsl. lbs, 0.075 1/4 170 130 160 120 150 1 lbs. lbs. lbs. lbs. lbs. bs. lbs. hs. (14 gage 5116 220 160 ti0 150 110 150 100 140 700 200 140 190 130 190 130 190 130 180 120 180 120 170 140 100 130 90 130 mow318 220 160 200 140 90 130 90 0.105 i/4 200 13Q 190 130 790 120 180 120 180 120 170 110 170 10 170 170 160 100 780 140 170 130 160 120 (12 gage 5116 230 170 210 160 120 160 110 150 110 150 100 770 100 150 200 140 200 140 790 130 190 730 190 120 140 100 140 100• 140 90 318 230 160 210 140 200 140 200 130 200 130 190 120 190 120 780 110 170 110 170 110 0.120 114 190 750 780 130 170 {71 gage 5116 230 170 210 120 770 120 160 120 160 110 160 110 1500 110 180 710 •170 350 210 140 200 340 110 200 140 190 130 190 100 350 100 ' 140 100 318 240 170 220 150 270 140 210 140 200 130 130 180 120 180 120 380 0.134 1/4 2pp 150 160 140 180 130 170 200 130 190 120 180 110 180 110 170 (10gage 5/16 240 180 220 160 730 370 120 1 160 120 160 110 150 180 110 318 240 170 220 150 270 150 210 140 200 140 I 200 130 200 330 110 750 100 150 100 120 180 120 180 0.179 1/4 220 170 210 150 220 140 210 140 210 340 200 130 200 130 190 120 190 320 180 120 (7 gage) 5116 260 200 750 200 140 190 140 190 130 790 330 180 120 170 120 170 120 190 240 170 230 160 230 160 230 3/8 270 190 250 170 240 760 150 220 150 220 150 210 130 200 130 200 130 0.238 t14 240 180 220 240 160 230 350 220 140 220 140 {3 9a9e) 5116 360 220 160 210 150 270 150 200 210 130 210 130 200 130 280 190 270 180 144 190 140 190 130 180 120 180 120 780 120 318 310 220 280 260 180 260 170 250 160 250 160 230 150 190 270 380 270 180 260 t70 250 ISD 250 166 230 150 230 240 140 140 __ 230 140 _ 230 340 314 1 1110 670— 1020 590 980 560 970 550 950 530 920 500v 718 1510 880 1390 780 1330 730 1320 710 12 0 690 1250 650 1230 500 `5 860 450 16 450 840 440 1 240 1100 22 0 960 21 0 150 1700 890 1650 860 3SQ0 820 1590 85o 1170 0 1500 740 1480 730 1460 710 1/4 240 180 220 160 210 150 210 150 200 140 590 1160 590 1140 570 51 310 220 280 200 270 180 270 180 280 170 250 170 250 160 230 150 230 150 230 140 200 140 190 130 180 120 160 120 180 120 3!88 320 220 290 190 280 180 270 180 270 370 260 160 250 160_ 240 150 �dn ,�„ ,...,. 3/4 1200 730 1100 640 7060 600 1050 590 ?020 570 990 540 980 530 X930 490 920 480 9 0 470 8D �. 718 1600 930 7470 820 1470 770 1400 750 11360 720 132 690 1310 680 1240 630 1220 620 j 3200 S00 7 2040 1150 1870 7000 1800 450 1780 930 1730 900 1168 850 1660 840 1570 774 550 160 1 7530 740 1. Tabulated lateral design values (Z) shall be multiplied by all applicable adjustment factors see Table 10.3.1). 2. Tabulated lateral design values (Z) are for "reduced body diameter" lag screws (see Appe 7dix Q inserted in side grain with screw axis perpendicular to wood fibers; minimum screw penetration, p, into the main member equal to 8D; dowel bearing s ngths (FJ of 61,850 psi for ASTM A 653, Grade 33 steel and 87,000 psi for ASTM A 36 steel and screw bending yield strengths (Fro): Fro = 70,0 psi for D = 14"; F 3. When 4D <p < 8D, tabulated lateral design values (Z) shall be multiplied by p/8D. ro — 60,000 Psi for D 5116"; Fro = 45,000 psi for D >_ 3/8 4 city of wheatRtdoe A Rtrild AMERICAN WOOD COUNCIL Ing D)�/ son r , Connectors,Lateral -Straps HRS/ST/FHA/PS/LSTA/LSTI/S/MST/MSTA/MSTC/MSTI Strap Ties Codes: See page 11 for Code Report Reference Key Chart. -:; :_:- �` ... Via'•; L'TA9 7'/• 9 8 #10 6 #70 8 #10 705 1120 1190 �LSETA15 2 11/4 12 10 #10 10- #10 8- #10 885 1790 1190 11/4 75 12- #10 12- #10 10- #10STA18 11/4 18 14- #10 12- #10 10- #10 1190 1190 1190 LSTA21 33 11/4 23 14-#10 12-#10 10-#10 1190 1190 1390 LSTA24 (20 9a) 11/4 24 14- #10 12- #10 1 10- #10 t 190 ST2921190 1790 2yia 9-1Aa 72- #70 i0- #i4 10- #10 1060 1240 1240 ST2122 2 M 121% 16-#10 12-#10 10-#t0 1415 ]502 1 1502 ST2115 3/4 16% 8-4 fi #10 4- #10 630 fi30 ST2215 214s 16% 20 #10 14-#10 10 #10 1765 1825630 1825 SIMPSON StrongTie' r sem_ P Q MSTA30 11/4 30 22-#10 t6-#10 72 #10 1345 1950 1950 MSTA36 1Y4 36 24-#10 18-#10 16-#101950 1 7950 1950 ST6215 21/i6 16%, 20- #10 16- #10 1 10-#10 1765 1 2025 1 2025 ST6224 2'M6 Me 28- #10 20- #10 12- #10 2455 --T 2455 2455 IP7, ST9 11/4 9 8-#10 8- #10 8- #10 705 1050 1350 L2, F4 ST72 (16 ga) 11/4 115% 10- #10 10- #10 8- #10 ST18 11/ 173/4 14- #10 8$5 1315 1350 12 #10 12-#10 1235 1350 1350 ST22 71/4 21% 20-#10 20-#10 20-410 1350 1 1350 MSTC28 3 28'/4 36-#10 36-#10 30-#10 I 7350 318D�-4600 j _ 4600 MSTC40 3 40% 52- #10 46410 46-#10 4595 4600 1 4600 MSTC52 3 52% 54-#10 42 #10 42 #]0 4600 4600 4600 HRS6 13% 6 6- #10 6- #10 6- #10 530 790 1600 HAS8 1 �s 8 10410 10-#10 10- #10 I 885 HRS127315 2670 1 % 12 14-910 14-#10 12-#10 1235 1840 2710 FHAfi 1'/is 6% 8- #10 8- #10 8- #10 705 i 1050 2045 FHA9 IMe 3 8 #10 8 #70 8-#10 705 1050 2045 FHA32 1'/�s 115/s 8- #10 8- #10 8- #10 705 I 11050 FHA18 1'A6 173/4 2045 8 #10 8 #7Q $-#10 705 1050 2045 FHA24 97 1'ha 237/a 8-#10 8- #10 8- #10 705 1050 [ 2045 FHA30 (12 ga) 7'�ia 30 8-#10 8- #10 8 #10 705 1050 2045 MST126 2M6 26 26-#10 26 #10 22-#10 2300— —''- MST136 2%, 36 36- #10 36-#10 22 #10 3180 3420 5025 MSTI48 4735 5025 2'tis 48 48-#10 40-#10 22-#10 424Q 5025 MST160 2166 60f 5025 58-#10 40-#70 22-#10 5025 5025 � 5025 MST27 2346 27 30-#10 30-#10 MST37 No 37 42-#10 40 #70 34-#10 3945 i 5025 MST483770 5025 5025 2Ye 48 54 #10 54 #10 46 #10 4770 5755 57 55 170 These products are available with additional corrosion protection Additional products on this page may also be available with this option. Check with Simpson Strong -Tie for details. 7. Use halt of the fasteners in each member being connected to achieve the listed loads. Cjt.Y o f 2. Loads are based on lesser of steel capacity or fastener calculation. ' , I 3. Not all fastener holes need to be filled, as additional fastener holes are provided. Install fasteners symmetrically. V Vh 4. See pages 65 through 81 for more information on Simpson Strong -Tie fasteners. fat R;a 141 RAFFAELES HAIR STUDIO 10401 WEST 44TH AVENUE WHEAT RIDGE, COLORADO 80033 OCTOBER 2, 2017 APPENDIX "A" DOCUMENTS TABLE OF CONTENTS: Zy, COMM UNI7y UEVE L01'MEMT �:X APPROVED Reviewed for Code Compliance h)--) 41 J I / -7 PlansqAExaminer Date M114 -it --f permit the issuance o/p pernril or oDP+oval o/Flans s and ronrpu(°t,uns shall not be c prrniq /°r, or �^ Pecifrotions pesof the prr vsrnns o/the bvrldin °pp+Ow! °^y viul°tion to ewes n B rode or o! °ny Gty oMmonres Dermits 9 to rive authority to vrolote oJrpnc b the provisions of the Buildup codes or other ordinances of the Ciry shoel not be 'Olid. 1. SCOPE OF WORK LETTER 2. PERMIT SET AND CODE DATA 3. EXISTING PHOTOGRAPHS AND NEW RENDERINGS 4. PLANNING GUIDE FOR ADA RAMP 5. SECTION 05400 COLD FORM METAL FRAMING 6. GP OSB SPECIFICATION 7. DENSGLASS SHEATHING SPECIFICATION 8. SECTION 072413 BASF SENERGY SENERFLEX, CLASSIC PB WALL SYSTEM SCOPE OF WORK PYRAMID CONSTRUCTION, LLC 2895 West 90th Avenue Federal Heights, Colorado 80260-5107 303-301-5785 • Fax 303-248-3766 Date: October 2, 2017 • Time: 08:52 AM Attn.: City of Wheat Ridge Building Department 7500 West 29' Avenue Wheat Ridge, Colorado 80212 303-235-2853 Fax 303-235-2857 Re: Raffaeles Hair Studio 10401 West 44th Avenue Wheat Ridge, Colorado 80033 Scope of Work Summar Attached please find our Building Permit application for the above referenced project. Below we have outlined the scope of work with the submitted drawing, specification and photographs of exiting for your review and comments. We have applied for Advanced Revitalization Incentive Program with Wheat Ridge Local Works and approved for funding. Scope of work: Our intention is to improve the facade with new entry doors and windows new EIFS wall cladding over OSB/Densglass. No new Interior changes shall be made. Construction of extended parapet wall to line out the exterior design. The balance of the scope of work shall include new entry canopy with stoop and ADA ramp to main door area. No MEP Upgrades except for minor electrical exterior lighting. All of the same infrastructure are intact for any upgrades. No new structural work is required except for the new exterior entry canopy and ADA ramp and or openings or penetration to the building and roof. New roof shall be installed due to the hail damage last spring. No new additional work is scheduled for the interior under this permit application. Pages : 2. If you have any questions in regards to the above or the attached, please do not hesitate to call our office. Thank you, PYRAMID CONSTRUCTION, LLC 1to Rudy Spandler cell # 303-301-5785 Pages: 2 . BUILDING CODE DATA: BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN CONSTRUCTION TYPE: SECTION 309 BUISNESS GROUP "B" USE GROUP CLASIFICATION: BARBER AND BEAUTY SHOP SPRINKLED: NONE BUILDING AREA: TOTAL: 1091 BUISNESS: 1091 SQ. FT. WITH RESTROOM OCCUPANCY: BUISNESS "B" 100 GROSS/1091=10.91 11.00 TOTAL OCCUPANTS PER TABLE 1004.1.1 EXITS: TWO REQUIRED WITH DISTANCE TRAVELED WITHOUT SPRINKLED 75 FEET PER SECTION 1006.2.1 iI t IitiE`iItilii�� F}� f.: I• RAFFAELE'S HAIR STUDIO 10401 West 44th Avenue Wheat Ridge, CO 80033 3 mSa mno w� - a9 �• a�-D2m �OyM1 ua0� Ngo Ej D im ------------------,1! OF E0 RAFFAELE'S HAIR STUDIO 10401 West 44th Menue Wheat Ridge. 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D RAFFAELE'S HAIR STUDIO 10401 Wes1441h Avenue POS' Ugm Wheal Ridge, CO 80033 oma c a v a 9 m z D p Z€ O lie €€ MM -`_MMA � AWMN ,' 53xiY�$f Ya3B f _i a�mr#>i mcc,m r9 se?s ��•al ,�z Aga€9aa€nn �..aRlE3ea€d;zafl sg ICY§ g f f �$aa�a al��a sa.s €mY F = a.4.8 Frs gY ag 9-�s .9a�Y3�� s&as aka 3S 2vM' fs Dia s °gd76Rt Baa ag� Baa a a�Kag i° fj�l3 d �� frg i°}Y�YgY ms YB e� �� #O m T s f �4 $ gaz' a m kg as �a "g 9` HUE'. a� � � Y gpm e�?jg Y 3 g3 a g�•} 3° a Y;. a$ m C. a� 52 1p as g g all 12 d Z ' s 1111 1� sib UFA a E8 9 e _ o � o°alias o�eN Gi!' g= NMI m 3 RAFFAELE'S HAIR STUDIO of 10401 West 44th Avenue apdo Wheat Ridge, C000033 y b i X�j� ' n l 3 l y i E CHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS TECHNICAL CHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS 501 General 501.1 Scope. The provisions of Chapter 5 shall apply where required by Chapter 2 or where referenced by a requirement in this document. 502 Parking Spaces 502.1 General. Car and van parking spaces shall comply with 502. Where parking spaces are marked with lines, width measurements of parking spaces and access aisles shall be made from the centerline of the markings. EXCEPTION: Where parking spaces or access aisles are not adjacent to another parking space or access aisle, measurements shall be permitted to include the full width of the line defining the parking space or access aisle. 502.2 Vehicle Spaces. Car parking spaces shall be 96 inches (2440 mm) wide minimum and van parking spaces shall be 132 inches (3350 mm) wide minimum, shall be marked to define the width, and shall have an adjacent access aisle complying with 502.3. EXCEPTION: Van parking spaces shall be permitted to be 96 inches (2440 mm) wide minimum where the access aisle is 96 inches (2440 mm) wide minimum. o Q Q U J J U 96 min L I, 132 min 2440 �1 19 3350 (a) (b) car van Figure 502.2 Vehicle Parking Spaces Department of Justice 2010 Standards: Titles 11 and III -149 TECHNICAL CHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS 502.3 Access Aisle. Access aisles serving parking spaces shall comply with 502.3. Access aisles shall adjoin an accessible route. Two parking spaces shall be permitted to share a common access aisle. Advisory 502.3 Access Aisle. Accessible routes must connect parking spaces to accessible entrances. In parking facilities where the accessible route must cross vehicular traffic lanes, marked crossings enhance pedestrian safety, particularly for people using wheelchairs and other mobility aids. Where possible, it is preferable that the accessible route not pass behind parked vehicles. area to be marked 60 min 1525 Figure 502.3 Parking Space Access Aisle 502.3.1 Width. Access aisles serving car and van parking spaces shall be 60 inches (1525 mm) wide minimum. 502.3.2 Length. Access aisles shall extend the full length of the parking spaces they serve. 502.3.3 harking. Access aisles shall be marked so as to discourage parking in them. Advisory 502.3.3 harking. The method and color of marking are not specified by these requirements but may be addressed by State or local laws or regulations. Because these requirements permit the van access aisle to be as wide as a parking space, it is important that the aisle be clearly marked. 150 - 2010 Standards: Titles 11 and III Department of Justice CHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS TECHNICAL 502.3.4 Location. Access aisles shall not overlap the vehicular way. Access aisles shall be permitted to be placed on either side of the parking space except for angled van parking spaces which shall have access aisles located on the passenger side of the parking spaces. Advisory 502.3.4 Location. Wheelchair lifts typically are installed on the passenger side of vans. Many drivers, especially those who operate vans, find it more difficult to back into parking spaces than to back out into comparatively unrestricted vehicular lanes. For this reason, where a van and car share an access aisle, consider locating the van space so that the access aisle is on the passenger side of the van space. 502.4 Floor or Ground Surfaces. Parking spaces and access aisles serving them shall comply with 302. Access aisles shall be at the same level as the parking spaces they serve. Changes in level are not permitted. EXCEPTION: Slopes not steeper than 1:48 shall be permitted. Advisory 502.4 Floor or Ground Surfaces. Access aisles are required to be nearly level in all directions to provide a surface for wheelchair transfer to and from vehicles. The exception allows sufficient slope for drainage. Built-up curb ramps are not permitted to project into access aisles and parking spaces because they would create slopes greater than 1:48. 502.5 Vertical Clearance. Parking spaces for vans and access aisles and vehicular routes serving them shall provide a vertical clearance of 98 inches (2490 mm) minimum. Advisory 502.5 Vertical Clearance. Signs provided at entrances to parking facilities informing drivers of clearances and the location of van accessible parking spaces can provide useful customer assistance. 502.6 Identification. Parking space identification signs shall include the International Symbol of Accessibility complying with 703.7.2.1. Signs identifying van parking spaces shall contain the designation "van accessible." Signs shall be 60 inches (1525 mm) minimum above the finish floor or ground surface measured to the bottom of the sign. Advisory 502.6 Identification. The required "van accessible" designation is intended to be informative, not restrictive, in identifying those spaces that are better suited for van use. Enforcement of motor vehicle laws, including parking privileges, is a local matter. 502.7 Relationship to Accessible Routes. Parking spaces and access aisles shall be designed so that cars and vans, when parked, cannot obstruct the required clear width of adjacent accessible routes. Advisory 502.7 Relationship to Accessible Routes. Wheel stops are an effective way to prevent vehicle overhangs from reducing the clear width of accessible routes. Department of Justice 2010 Standards: Titles 11 and III -151 TECHNICAL 503 Passenger Loading Zones CHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS 503.1 General. Passenger loading zones shall comply with 503. 503.2 Vehicle Pull -Up Space. Passenger loading zones shall provide a vehicular pull-up space 96 inches (2440 mm) wide minimum and 20 feet (6100 mm) long minimum. 503.3 Access Aisle. Passenger loading zones shall provide access aisles complying with 503 adjacent to the vehicle pull-up space. Access aisles shall adjoin an accessible route and shall not overlap the vehicular way. 503.3.1 Width. Access aisles serving vehicle pull-up spaces shall be 60 inches (1525 mm) wide minimum. 503.3.2 Length. Access aisles shall extend the full length of the vehicle pull-up spaces they serve. 503.3.3 Marking. Access aisles shall be marked so as to discourage parking in them. full length of vehicle pull-up space curb line area to be —� marked a Q Figure 503.3 Passenger Loading Zone Access Aisle 503.4 Floor and Ground Surfaces. Vehicle pull-up spaces and access aisles serving them shall comply with 302. Access aisles shall be at the same level as the vehicle pull-up space they serve. Changes in level are not permitted. EXCEPTION: Slopes not steeper than 1:48 shall be permitted. 503.5 Vertical Clearance. Vehicle pull-up spaces, access aisles serving them, and a vehicular route from an entrance to the passenger loading zone, and from the passenger loading zone to a vehicular exit shall provide a vertical clearance of 114 inches (2895 mm) minimum. 152 - 2010 Standards: Titles 11 and III Department of Justice CHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS 504 Stairways 504.1 General. Stairs shall comply with 504. TECHNICAL 504.2 Treads and Risers. All steps on a flight of stairs shall have uniform riser heights and uniform tread depths. Risers shall be 4 inches (100 mm) high minimum and 7 inches (180 mm) high maximum. Treads shall be 11 inches (280 mm) deep minimum. 504.3 Open Risers. Open risers are not permitted. 504.4 Tread Surface. Stair treads shall comply with 302. Changes in level are not permitted. EXCEPTION: Treads shall be permitted to have a slope not steeper than 1:48. Advisory 504.4 Tread Surface. Consider providing visual contrast on tread nosings, or at the leading edges of treads without nosings, so that stair treads are more visible for people with low vision. 504.5 Nosings. The radius of curvature at the leading edge of the tread shall be'/2 inch (13 mm) maximum. Nosings that project beyond risers shall have the underside of the leading edge curved or beveled. Risers shall be permitted to slope under the tread at an angle of 30 degrees maximum from vertical. The permitted projection of the nosing shall extend 1'/z inches (38 mm) maximum over the tread below. radius 1/2 max 30° max (a) (b) radius of tread edge angled riser (typical for all profiles) 11/ Max 1'/2 max �r (c) (d) curved nosing beveled nosing Figure 504.5 Stair Nosings 504.6 Handrails. Stairs shall have handrails complying with 505. 504.7 Wet Conditions. Stair treads and landings subject to wet conditions shall be designed to prevent the accumulation of water. Department of Justice 2010 Standards: Titles 11 and III -153 TECHNICAL 505 Handrails CHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS 505.1 General. Handrails provided along walking surfaces complying with 403, required at ramps complying with 405, and required at stairs complying with 504 shall comply with 505. Advisory 505.1 General. Handrails are required on ramp runs with a rise greater than 6 inches (150 mm) (see 405.8) and on certain stairways (see 504). Handrails are not required on walking surfaces with running slopes less than 1:20. However, handrails are required to comply with 505 when they are provided on walking surfaces with running slopes less than 1:20 (see 403.6). Sections 505.2, 505.3, and 505.10 do not apply to handrails provided on walking surfaces with running slopes less than 1:20 as these sections only reference requirements for ramps and stairs. 505.2 Where Required. Handrails shall be provided on both sides of stairs and ramps. EXCEPTION: In assembly areas, handrails shall not be required on both sides of aisle ramps where a handrail is provided at either side or within the aisle width. 505.3 Continuity. Handrails shall be continuous within the full length of each stair flight or ramp run. Inside handrails on switchback or dogleg stairs and ramps shall be continuous between flights or runs. EXCEPTION: In assembly areas, handrails on ramps shall not be required to be continuous in aisles serving seating. 505.4 Height. Top of gripping surfaces of handrails shall be 34 inches (865 mm) minimum and 38 inches (965 mm) maximum vertically above walking surfaces, stair nosings, and ramp surfaces. Handrails shall be at a consistent height above walking surfaces, stair nosings, and ramp surfaces. Advisory 505.4 Height. The requirements for stair and ramp handrails in this document are for adults. When children are the principal users in a building or facility (e.g., elementary schools), a second set of handrails at an appropriate height can assist them and aid in preventing accidents. A maximum height of 28 inches (710 mm) measured to the top of the gripping surface from the ramp surface or stair nosing is recommended for handrails designed for children. Sufficient vertical clearance between upper and lower handrails, 9 inches (230 mm) minimum, should be provided to help prevent entrapment. COi�--- c7 rn �j c0 ! U� v j� � �'' M',ib M °' .n vi i m q. M ;w � c�,'m {a) (b) (c) stairs ramps walking surfaces Figure 505.4 Handrail Height 154 - 2010 Standards: Titles 11 and III Department of Justice CHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS TECHNICAL 505.5 Clearance. Clearance between handrail gripping surfaces and adjacent surfaces shall be 1'/z inches (38 mm) minimum. Figure 505.5 Handrail Clearance 505.6 Gripping Surface. Handrail gripping surfaces shall be continuous along their length and shall not be obstructed along their tops or sides. The bottoms of handrail gripping surfaces shall not be obstructed for more than 20 percent of their length. Where provided, horizontal projections shall occur 1'/z inches (38 mm) minimum below the bottom of the handrail gripping surface. EXCEPTIONS: 1. Where handrails are provided along walking surfaces with slopes not steeper than 1:20, the bottoms of handrail gripping surfaces shall be permitted to be obstructed along their entire length where they are integral to crash rails or bumper guards. 2. The distance between horizontal projections and the bottom of the gripping surface shall be permitted to be reduced by 1/8 inch (3.2 mm) for each 1/7 inch (13 mm) of additional handrail perimeter dimension that exceeds 4 inches (100 mm). Advisory 505.6 Gripping Surface. People with disabilities, older people, and others benefit from continuous gripping surfaces that permit users to reach the fingers outward or downward to grasp the handrail, particularly as the user senses a loss of equilibrium or begins to fall. Figure 505.6 Horizontal Projections Below Gripping Surface 505.7 Cross Section. Handrail gripping surfaces shall have a cross section complying with 505.7.1 or 505.7.2. 505.7.1 Circular Cross Section. Handrail gripping surfaces with a circular cross section shall have an outside diameter of 1 % inches (32 mm) minimum and 2 inches (51 mm) maximum. Department of Justice 2010 Standards: Titles 11 and III - 155 TECHNICAL CHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS 505.7.2 Non -Circular Cross Sections. Handrail gripping surfaces with a non -circular cross section shall have a perimeter dimension of 4 inches (100 mm) minimum and 6'/4 inches (160 mm) maximum, and a cross-section dimension of 2'/4 inches (57 mm) maximum. 4-6Y, perimeter 900-160 2Y� max ti%"^y1 57 1 � (a) (b) Figure 505.7.2 Handrail Non -Circular Cross Section 505.8 Surfaces. Handrail gripping surfaces and any surfaces adjacent to them shall be free of sharp or abrasive elements and shall have rounded edges. 505.9 Fittings. Handrails shall not rotate within their fittings. 505.10 Handrail Extensions. Handrail gripping surfaces shall extend beyond and in the same direction of stair flights and ramp runs in accordance with 505.10. EXCEPTIONS: 1. Extensions shall not be required for continuous handrails at the inside turn of switchback or dogleg stairs and ramps. 2. In assembly areas, extensions shall not be required for ramp handrails in aisles serving seating where the handrails are discontinuous to provide access to seating and to permit crossovers within aisles. 3. In alterations, full extensions of handrails shall not be required where such extensions would be hazardous due to plan configuration. 505.10.1 Top and Bottom Extension at Ramps. Ramp handrails shall extend horizontally above the landing for 12 inches (305 mm) minimum beyond the top and bottom of ramp runs. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent ramp run. 156 - 2010 Standards: Titles 11 and III Department of Justice CHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS 12 min 12 min 3os 305 ■ Figure 505.10.1 Top and Bottom Handrail Extension at Ramps TECHNICAL 505.10.2 Top Extension at Stairs. At the top of a stair flight, handrails shall extend horizontally above the landing for 12 inches (305 mm) minimum beginning directly above the first riser nosing. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight. 12 min Figure 505.10.2 Top Handrail Extension at Stairs 505.10.3 Bottom Extension at Stairs. At the bottom of a stair flight, handrails shall extend at the slope of the stair flight for a horizontal distance at least equal to one tread depth beyond the last riser nosing. Extension shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight. Department of Justice 2010 Standards: Titles 11 and 111 - 157 TECHNICAL CHAPTER 5: GENERAL SITE AND BUILDING ELEMENTS Note: X = tread depth Figure 505.10.3 Bottom Handrail Extension at Stairs 158 - 2010 Standards: Titles 11 and III Department of Justice UNITED STATES ACCESS BOARS Search - q Advancing Full Access and Inclusion for All O Search ADA Guide Q Search entire site The Board Guidelines & Standards I Training 1 Enforcement Research Home > Guidelines and Standards > Buildings & Sites > About the ADA Standards > Guide to the ADA Standards > Chapter 4: Ramps and Curb Ramps Chapter 4: Ramps and Curb Ramps • Where Ramps and Curb Ramps are Required [.§303.4] • Ram Requirements [§A05] • Curb Ramps [§406] • Common Questions This guide explains requirements in the ADA Standards for ramps and curb ramps. Where Ramps and Curb Ramps are Required [§303.4] Ramps and curb ramps are required along accessible routes to span changes in level greater than 1/2". Elevators and, under certain specified conditions, platform lifts, can be used as an alternative. Portions of accessible routes with running slopes steeper than 5% also must be treated as ramps. Ramp Requirements [§405] Clear Width (§ 36n min. (between edge of handy 12 max —Rise (§405.6) 30" max per rui Surfaces (§405.4) firm, stable, and slip -resistant (run and landing surfaces) Edge Protection (§405.9) along ramp run and landings Handrails (§405.8) on both sides if rise greater than 6' M �at top and bottom Alterations (§405.2) Wet Conditions (§405.10) Permitted running slopes where space is limited. Landings must be designed to 1:10 max (6° max rise) or 1:8 max (3 max rise) prevent the accumulation of water. Slope [§405.2] and Cross Slope [§405.3] Slope represents the proportion of vertical rise to horizontal length and is specified in the Standards as a ratio (e.g., 1:12). It also can be expressed as a percentage, pitch, or in degrees. The running slope is to be uniform along a run, ,.,..z slope = rise length rise I I - �— length ADA STANDARDS About the ADA Standards ADA Standards Guide to the Standards About this Guide C iapter 1: Using the ADA Standards C apter 2: New Construction Chapter 2: Alterations and Additions Chapter 3: Floor and Ground Surfaces Chapter 3: Clear Floor or Ground Space and Turning Space Chapter 3: Operable Parts Chapter 3: Protruding Objects Chapter 4. Accessible Routes Chapter 4: Entrances, Doors, and Gates Chapter 4: Ramps and Curb Ramps Chapter 4: Elevators and Platform Lifts Chap -ter Ater 4: Accessible Means of Egress CCI aRter 5: Parking Spaces Chapter 5: Passenggi Loading Zones Chapter 5: Stairways Single File version Animations -q@-qKgrouna https:llwww.access-board.govlguidelines-and-standardslbuildin...-to-the-ada-standards!chapter-4-ramps-and-curb-ramps#ar405 1012117, 2:58 PM Page 1 of 16 although slight variations may occur with certain materials such as concrete. No other changes in level other than the running slope (1:12 max.) and cross slope (1:48 max.) are permitted. Variations in slope, such as grade breaks within runs, can disrupt wheelchair travel. Recommendations: Providing the least possible slope below the 1:12 (8.33%) maximum offers better usability for a wider range of users. Specifying a running slope of 7.5% maximum and a cross slope of 1.5% maximum for exterior ramps will accommodate most irregularities or variances due to construction methods or materials according to a study sponsored by the Board ("Dimensional Tolerances in Construction and for Surface Accessibility" by David Kent Ballast.) Clear Width [§405.5] Ramp runs must have a clear width of 36" minimum (measured between handrails where provided). The width of ramps that are part of a means of egress may further be determined by applicable life safety codes and requirements for minimum exit widths greater than 36". Employee Work Areas Common use circulation paths must be accessible in work areas 1,000 sq. ft. or more in size. Ramps on these circulation paths must comply except that: the clear width can be reduced below 36" by work area equipment where it is essential to the work being performed (§405.5); and handrails can be installed after construction, as needed (ramps must be sized so that the minimum clear width is maintained) (§405.8). Rise [§405.6] The height of runs is limited (30" max.), but there is no limit on the number of runs a ramp may have. Long ramps with many runs can be strenuous for people using manual wheelchairs. While intermediate landings offer resting points, they do not reduce the amount of effort that must be exerted to negotiate multiple runs. Landings [4405.7] Level landings are required at the top and bottom of each run. Changes in level greater than 1:48 are not permitted at landings. Landings must be designed to prevent the accumulation of water. Other Resources EMAIL UPDATES Sign up for updates on Buildings and Sites: Enter Email Subscribe TECHNICAL ASSISTANCE (800)872-2253 TTY: f800) 993-2822 Fax: Q02) 272-0081 taa@access-board.gov https://vvww.access-board.gov/guidelines-and-standards/buildin...-to-the-ada-standards/chapter-4-ramps-and-curb-ramps#ar405 10/2/17, 2:58 PM Page 2 of 16 Grade breaks (i.e., where the change in slope occurs) must be perpendicular to the direction of ramp runs to prevent cross -slope issues and uneven surfaces. r P O No change in level is 90' permitted within landings other than slopes 1:48 max r/ \r as Intermediate landings between runs must be at least 60" wide clear and 60" long clear where ramps change direction (any change from linear). Handrails, edge protection, vertical posts and other elements cannot obstruct or overlap the minimum 60" by 60" clearance. The 12" minimum handrail extensions required at the top and bottom of ramp runs must be in the same direction of the run, but they can turn or wrap where handrails are continuous at the inside turn of dogleg or switchback ramps. Intermediate Landings Where Ramps Change Direction https://www.access-board.gov/guidelines-and-standards/buildin...-to-the-ada-standards/chapter-4-ramps-and-curb-ramps#ar405 10/2/17, 2:58 PM Page 3 of 16 Handrails Extensions must be linear but can tum or wrap where handrails are continuous at the inside tum of dogleg or switchback ramps Configuration -74 Recommendation_ Align runs less than 60" wide to the outer edge of landings for easier wheelchair maneuvering between runs Doorways at Landings [§405.7.5] Required door maneuvering clearances can overlap ramp landings (it is advisable to locate the swing of doors outside ramp landings for greater safety). Doorways at Ramp Landings Ramp landing can overlap door maneuvering clearance Recommendation. Locate door —=" swing outside ramp landing Handrails [ 4§ 05.8, £505] Handrails are required on both sides of ramps with a rise greater than 6". The Standards do not require lower handrails serving children except at ramps serving play areas, but include a recommended height (28" max.) and separation (9" min.) from the required handrail to minimize entrapment hazards. Handrail Height and Clearance https://www.access-board.gov/guidelines-and-standards/buildin...-to-the-ada-standards/chapter-4-ramps-and-curb-ramps#ar405 10/2/17, 2:58 PM Page 4 of 16 34" — 38" consistent height along run (20'— 28r at ramps within play areas) 36" min Recommended where lover handrail for children is provided: 9" min recommended 28" max recommended Handrail Continuity and Extensions Extensions 12" long min- in the same direction of travel are required at the top and bottom of runs (except for inside rail of switchback ramps) to provide support before entering or exiting ramps. 2„ Bottom gripping surface can be obstructed up to min 2O% of the length. 11 11 Handrails must be continuous the full length of run and tops and sides of gripping surface cannot be obstructed. 2�a The 12" min. is measured to min the start of the L L return radius. Extensions must return to guard, wait or floor. Extensions with a leading edge 27' high max. can extend any amount from posts. Those with a leading edge higher than 27" are limited to a 12" protrusion from posts (§307.3)_ The sloping portion of handrails are not required to comply with requirements for protruding objects. Surface requirements and clearances facilitate a power grip along the length of handrails. Handrails can have circular or non -circular cross-sections, but must have rounded edges. The gripping surface and adjacent surfaces must be free of abrasive or sharp elements. Circular Cross Section and Clearance (§505.5, §505.7) https://www.access-board.gov/guidelines-and-standards/buildin...-to-the-ada-standards/chapter-4-ramps-and-curb-ramps#ar405 10/2/17, 2:58 PM Page 5 of 16 Specifications for handrails also address the diameter of circular cross sections and required knuckle clearance. Non -Circular Cross Section and Clearance (§505.5, §505.7) Non -circular cross sections must have rounded edges and meet perimeter and cross-section dimensions. Other profiles meeting these criteria are permitted. 4"-6V 1 '/2" min (less 1/8 " for eacl additional perime dimension above Aisle Ramps in Assembly Areas In assembly areas, aisle ramps required to be accessible are exempt from some handrail requirements. Aisle ramps (or portions of them) adjacent to seating that are not part of a required accessible route to accessible seating or to other accessible elements do not have to comply with 13 any ramp or handrail requirements. Aisle ramps that are part of a required accessible route can have handrails on at least one side or within the aisle width instead of on both sides as required for other types of ramps. (§505.2) Aisle Ramps in Assembly Areas https://www.access-board.gov/guidelines-and-standards/buildin...-to-the-ada-standards/chapter-4-ramps-and-curb-ramps#ar405 10/2/17, 2:58 PM Page 6 of 16 Handrails on assembly area ramps can be discontinuous and lack extensions to allow access to seating and to permit crossovers within aisles. (§505.3, §505.10) Other handrails specifications, including those for height, clearance, gripping surface, and cross section, apply. Edge Protection [§405.9] Edge protection along ramp runs and landings keep wheelchair casters and crutch tips on the surface and can be provided by curbs, barriers, or extended surfaces. Edge Protection Alternatives Curbs if used must be at least 4" high t V t i <4" < 4" 4" Rails or other barriers must prevent passage of a 4" diameter sphere. Vertical pickets used for edge protection must Run and landing surfaces that extend at least 12" prevent passage of a 4" diameter sphere. beyond the inside face of handrails will provide adequate edge protection by preventing wheelchair casters and crutch tips from slipping off the edge. Edge protection is not required at: • ramps no higher than 6" that have side flares • ramp landings serving an adjoining run or stairway • sides of ramp landings with vertical drop-offs not exceeding 1/2" within 10" of the minimum landing area Wet Conditions [§405.10] Landings subject to wet conditions must be designed to prevent the accumulation of water. Landings are permitted slopes not steeper than 1:48 to allow for drainage. https://www.access-board.gov/guidelines-and-standards/buildin...-to-the-ada-standards/chapter-4-ramps-and-curb-ramps#ar405 10/2/17, 2:58 PM Page 7 of 16 Curb Ramps [§406] Requirements for curb ramps apply to ramps that cut through curbs or are built up to them. New guidelines the Board is developing for public rights-of-way will further address curb ramps located along public streets and sidewalks, but they are not discussed in this guide. DOJ's 2010 ADA Standards require curb ramps at newly constructed or altered streets, highways, and street -level pedestrian walkways to provide an accessible route for pedestrians at intersections (28 CFR 35.151(i)). Curb Ramp Requirements [§406] Top Landing (§406.4) facilitates maneuvering to and from Grade Breaks ramp without travel across side flares At top and bottom must be perpendicular to the direction of ramp i runs to prevent cross -slope issues +rr and uneven surfaces s0° ` ares (where nrovide / Running 1:10 max slope Alterations =1,bng 9 (§4�) Permitted running opes 1:12 max where space is li ted: Cross Slope (§406.1) 1.10 max (6" m rise) or 1:48 max 1: 8 max (3" m rise) Location ( 6.5) Cannot p . ct into vehicular traffic lanes, p ng spaces or acres aisles. Wet Conditions (§406.3) Curb ramps must be designed t, prevent accumulation of water Transition to Street [§406.2] Smooth Transition at grade break (no lips or other changes in level) Ramp Running Slope 1:12 max Top Landing [§406.4] Counter Slope 1:20 max The required landing at the top of curb ramps allows an accessible route to connect to the ramp opening. Side flares, where provided, are intended primarily to prevent tripping hazards, not to accommodate wheelchair maneuvering at ramps (except in alterations where sufficient landing space is unavailable). Side flare slopes cannot exceed 1:10 max. (or 1:12 max. in alterations where a top landing is unavailable). Alterations: Ramp without Top Landing https://www.access-board.gov/guidelines-and-standards/buildin...-to-the-ada-standards/chapter-4-ramps-and-curb-ramps#ar405 10/2/17, 2:58 PM Page 8 of 16 at {east as wide as 36" min 1:10 max 1:10 max In alterations where sufficient landing space is not available, side flares must be provided and cannot slope more than 1:12 to facilitate wheelchair maneuvering. Parallel curb ramps (page 12) provide an alternative in such conditions. Top Landing Slope The maximum slope of the top landing is determined by the configuration of connecting accessible routes. https://www.access-board.govlguidelines-and-standards/buildin...-to-the-ada-standardslchapter-4-ramps-and-curb-ramps#ar405 10/2/17, 2:58 PM Page 9 of 16 less than 36" min 1:12 max 1:12 max Top Landing Slope The maximum slope of the top landing is determined by the configuration of connecting accessible routes. https://www.access-board.govlguidelines-and-standards/buildin...-to-the-ada-standardslchapter-4-ramps-and-curb-ramps#ar405 10/2/17, 2:58 PM Page 9 of 16 Perpendicular Accessible Route The cross slope of perpendicular connecting routes limit the slope of the ramp top landing to 1:48 (measured parallel to the running slope). Sides of Curb Ramps [§406.3] 1:20 max Parallel Accessible Route If the only connecting accessible route runs parallel to the ramp run, the top landing can slope 1:20 max. Curb ramps can have returned sides, but a top landing is required under all conditions to allow maneuvering to and from the run. Recommendations: To prevent tripping hazards, curb ramps with returned sides should be used only where foot traffic across ramps is prevented or discouraged. Built -Up Curb Ramps Built-up curb ramps are permitted, but they cannot project in parking spaces, access aisles, or vehicle traffic lanes. A top landing at least 36" deep is required at all built-up curb ramps. Built -Up Curb Ramp with Side Flares https://www.access-board.gov/guidelines-and-standards/buildin...-to-the-ada-standardslchapter-4-ramps-and-curb-ramps#ar405 10/2/17, 2:58 PM Page 10 of 16 Side flares can be provided to prevent tripping hazards. Edge protection is not specified for curb ramps. Recommendations: Provide edge protection along the sides of built-up curb ramps to prevent tipping hazards. Otherwise, consider a wider ramp width (48" min.) so that maneuvering does not occur near drop-offs. Parallel Curb Ramps Curb ramps can be oriented parallel to sidewalks. This design provides an option where limited space precludes a top landing. A level landing 48" long minimum (60" preferred) accommodates maneuvering between runs and right-angle turns to connecting routes, such as parking access aisles and crossings. Curb Ramps at Intersections Curb ramps at marked crossings must be wholly contained within the crosswalk, excluding side flares. The Standards do not require crossings to be marked or address how they are to be marked, but public street crossings are addressed by the Manual on Uniform Traffic Control Devices (MUTCD) for Streets and Highways. https:llww4j.access-board.gov/guidelines-and-standards/buildin...-to-the-ada-standardsichapter-4-ramps-and-curb-ramps#ar405 10/2/17, 2:58 PM Page 11 of 16 Curb ramps must be oriented so that the grade break is perpendicular to the curb ramp run to ensure a smooth transition to streets, including at corners with a wide radius. The curb ramp opening can be aligned with the curb line (left) or more directionally oriented to the crosswalk (right). Diagonal Curb Ramps [§406.6] https://www.access-board.gov/guidelines-and-standards/buildin...-to-the-ada-standards/chapter-4-ramps-and-curb-ramps#ar405 10/2/17, 2:58 PM Page 12 of 16 If curb ramps are placed diagonally at an intersection, it is important that clear space 48" long min. is available at the bottom that is outside active vehicle traffic lanes and is located within marked crossings, where provided. A segment of curb at least 24" long beyond flares must be provided on both sides of curb ramps with side flares within marked crossings. This curb segment provides an orienting cue at crossings for people with vision impairments. Recommendations: Perpendicular curb ramps are preferred over diagonal curb ramps. Unless the radius is large enough, it can be difficult to locate the clear space at the bottom of diagonal curb ramps that is outside active traffic lanes. The orientation also can mislead people with vision impairments who use curb slopes as a cue to crossings. Raised Crossings Raised crossings, where provided, eliminate the need for curb ramps while serving to reduce traffic speeds. Consult local Standards for application requirements, including slope for vehicle traffic, height, and markings. Islands [6406.7] A 48" min. long separation is necessary between curb ramps so that people using wheelchairs can clear one ramp before negotiating the next. Level cut-throughs provide an effective alternative, especially at narrow islands that will not accommodate opposing curb ramps with a 48" separation. Island with Curb Ramps Island with Cut -through https://www.access-board.gov/guidelines-and-standards(buildin...-to-the-ada-standardslchapter-4-ramps-and-curb-ramps#ar405 10(2/17, 2:58 PM Page 13 of 16 Detectable Warnings [§406.8 (DOT's Standards), §705] Detectable warnings are required on curb ramps at transit facilities covered by DOT's Standards (facilities used by state and local governments to provide designated public transportation services, such as rail stations and bus stations). They are not required at non -transit facilities subject to DOJ's Standards. DOT also requires detectable warnings on curb ramps in projects funded by the Federal Highway Administration. New guidelines the Board is developing for public rights-of-way will address requirements for detectable warnings at curb ramps and other transitions along public streets and sidewalks where hazards to people with vision impairments are greater. Where detectable warnings are required (or provided anyway) they must meet specifications for size, spacing, and contrast. These detailed criteria provide a distinctive texture intended to have a uniform meaning in alerting persons to the approach to vehicular areas (as well as drop-offs along rail station platforms). Detectable Warnings on Curb Ramps Dome Spacing Dome Size .65" 1.6" - min 2.4" dbo-o 1.6" — 2.4" 000.0..._ 00 https://www.access-board.gov/guidelines-and-standards/buildin...-to-the-ada-standards/chapter-4-ramps-and-curb-ramps#ar405 10/2/17, 2:58 PM Page 14 of 16 50%-65% of the base diameter 0,2„ .9"-1.4" (base diameter) Common Questions Ramps Is there a limit on the total length (number of runs) a ramp may have? No, the Standards limit the rise of each run (30" max.), but not the overall length of ramps comprised of multiple runs. Since the usability of ramps decreases with length, considerably long ramp systems should be avoided where possible. (Ramps in play areas are limited to a 12" max. rise). Are curved or circular ramps allowed? Ramps without level landings at changes in direction typically will not meet the Standards due to resulting compound slopes. This includes most circular or curved ramps, unless the radius is large enough so that the cross slope is compliant and compound slopes are avoided. Otherwise, the curvature and slope result in uneven surfaces that makes wheelchair maneuvering difficult because not all wheels rest evenly on the surface. Can ramps be portable or provided after construction as an adaptation? All required ramps and curb ramps must be permanent and installed at the time of construction or alteration with few exceptions. Ramps can be provided after construction only to provide access to raised work stations in courtrooms (sufficient space must be provided in design to facilitate installation). Only ramps serving temporary structures can be temporary or portable. Is there a maximum distance between ramp handrails? No, only a minimum (36") is required between handrails. The Standards do not require center or intermediate handrails on wide ramps. Can handrails overlap ramp landings? Along runs and landings, the minimum clear width must be measured between the leading edge of handrails. This also applies to landings required to be at least 60" by 60" where ramps change directions so that the minimum landing area remains clear. Can handrail extensions wrap or turn? Extensions are not required for continuous handrails along switchback or dogleg ramps or at aisle ramps serving seating in assembly areas. In alterations where the required extension would project hazardously into circulation paths, they can turn, be shorter, or avoided. Otherwise, handrail extensions must be in same direction as the ramp run. Can handrails be mounted to guard rails? Yes, handrails can be installed on guard rails if all applicable requirements are met. Curb Ramps Why is a top landing required at curb ramps if side flares are provided? A landing at least 36" long at the top of curb ramps provides room to approach or exit ramps and turn without encountering compound slopes of flared sides. Side flares are intended mainly to prevent tripping https:/iwww.access-board.gov/guidelines-and-standards/buiIdin...-to-the-ada-standards/chapter-4-ramps-and-curb-ramps#ar405 10/2/17, 2:58 PM Page 15 of 16 hazards. They are not designed to accommodate wheelchair maneuvering except in alterations where space constraints preclude a compliant top landing. Are side flares required at curb ramps? The ADA Standards do not require that curb ramps have side flares, but limit the slope (1:10 max.) where they are provided. Side flares are advisable where pedestrian traffic may cross runs to prevent tripping hazards. Side flares are essential in alterations when space for a top landing (36" deep min.) is not available; in this instance, side flares (1:12 max. slope) are necessary to accommodate wheelchair maneuvering that will partially occur at flares in the absence of full landing space at the top unless a parallel -type curb ramp is provided. Are detectable warnings required on curb ramps or at hazardous vehicular areas? Under the ADA Standards, which apply primarily to facilities located on sites, detectable warnings are required at transit facilities (at curb ramps and along open drop-offs of rail station boarding platforms). Specifically, the curb ramp requirements apply only to public transportation facilities covered by DOT's ADA Standards. Curb ramps at all other facilities are not required to have detectable warnings. New guidelines for public rights -of -ways issued by the Board will address detectable warnings on curb ramps and other transitions along public streets and sidewalks. In addition, DOT requires detectable warnings on curb ramps in projects funded by the Federal Highway Administration. What types of facilities are covered by DOT's ADA Standards (and are required to have detectable warnings on curb ramps)? DOT's ADA Standards apply to facilities used to provide "designated public transportation." This includes transportation services state or local governments provide the general public on a regular and continuing basis by bus, rail, or other conveyance (excluding aircraft and public school transportation). DOT's ADA Standards also apply to intercity and commuter rail stations. Curb ramp detectable warnings are required only at these facilities. Detectable warnings are required at rail station boarding platforms with open drop- offs at any transit facility, including private sector transit facilities subject to DOJ's ADA Standards. Why are detectable warnings no longer required for all curb ramps or at hazardous vehicular areas? In the last update, the ADA Standards were revised to focus more clearly on facilities located on sites in recognition of separate criteria the Access Board is developing for public rights -of -ways. The public rights- of-way guidelines will address requirements for detectable warnings due to hazards to people with vision impairments along public streets and sidewalks. At facilities located on sites, various measures can help reduce hazards, including reduced traffic speeds, marked crossings with pedestrian right-of-way, and speed -bumps, and other optional traffic calming measures. United States Access Board 1331 F Street NW, Suite 1000 Washington, DC 20004-1111 Voice: X202) 272-0080 or f800J 872-2253 TTY: 1202) 272-0082 or 1800)_993-2822 Fax: (202) 272-0081 Back to too Contact Us Sitemap En Espanol Privacy Pqfflicy Office of Special Counsel Accessibility Statement Budget and Performance No Fear Act Data Freedom of Information Partner Sites DISABILITY.GOV 0 USA.GOV LP' REGULATIONS.GOV LY FEDERALREGISTER.GOV n'f�;1'J���_racoess board. �It�iidEiines-and s.aE�Gardslhuiir,,i�..-'o-t>'ie-ada .0-�c9ar ss�claute� 4 ramps -and -curb '�rrps#�4q5 101!2/17. 2,58Ptl Page 16 of 16 SFIA+ STEEL FRAMING INDUSTRY ASSOCIATION The Collective Voice of America's Steel Framing Industry The Steel Framing Industry Association (SFIA) is dedicated to expanding the market for cold -formed steel in construction through programs and initiatives that Promote the use of cold formed steel framing as a sustainable and cost-effective solution, Advocate the development and acceptance of favorable code provisions, Educate members with reliable data and other critical information that is essential to effective business planning, and create a positive environment for Innovation. SECTION 054000 - COLD -FORMED METAL FRAMING PART 1- GENERAL 1.1 SUMMARY A. Section Includes: Note to Specifier delete items not used. 1. Load-bearing wall framing. 2. Floor joist framing. 3. Roof rafter framing. 4. Ceiling joist framing. 5. Soffit framing. B. Related Requirements: 1. Section 092216 "Non -Load -Bearing Steel Framing" for interior non -load-bearing, metal - stud framing and ceiling -suspension assemblies. 1.2 PRECONSTRUCTION MEETINGS A. Preconstruction Conference: Conduct conference at Project site. 1.3 SUBMITTALS A. Product Data: For each type of cold -formed steel framing product and accessory. Note to Specifier delete following paragraph if Sustainable Design is not a part of project requirements. B. Sustainable Design Submittals: 1. Documentation indicating percentages by weight of postconsumer and preconsumer recycled content. 2. Provide data indicating material was produced within 50 miles of the project location. COLD -FORMED METAL FRAMING 054000-1 C. Shop Drawings: 1. Include layout, spacings, sizes, thicknesses, and types of cold -formed steel framing; fabrication; and fastening and anchorage details, including mechanical fasteners. 2. Indicate reinforcing channels, opening framing, supplemental framing, strapping, bracing, bridging, splices, accessories, connection details, and attachment to adjoining work. 3. Shop drawings shall be stamped by a professional engineer registered in the jurisdiction of the project. D. Delegated -Design by Specialty Structural Engineer (SSE). The design professional, individual or organization having responsibility for the design of the specialty items. This responsibility shall be in accordance with the state's statues and regulations governing the professional registration and certification of architects or engineers.. E. Qualification Data: For testing agency. F. Welding certificates. G. Product Test Reports: For each listed product, for tests performed by manufacturer and witnessed by a qualified testing agency. 1. Steel sheet. 2. Expansion anchors. 3. Power -actuated anchors. 4. Mechanical fasteners. 5. Vertical deflection clips. 6. Horizontal drift deflection clips 7. Miscellaneous structural clips and accessories. H. Research Reports: For non-standard cold -formed steel framing, submit evaluation reports certified under an independent third party inspection program administered by an agency accredited by IAS to ICC -ES AC98, IAS Accreditation Criteria for Inspection Agencies. I. QUALITY ASSURANCE J. Provide certification of code compliance with the "Code Compliance Certification Program" implemented by the Steel Framing Industry Association (SFIA). K. Welding Qualifications: Qualify procedures and personnel according to the following: 1. AWS D1.1/D1.1M, "Structural Welding Code - Steel." 2. AWS D1.3/D1.3M, "Structural Welding Code - Sheet Steel." L. Comply with AISI S230 "Standard for Cold -Formed Steel Framing - Prescriptive Method for One and Two Family Dwellings." 1.4 DELIVERY, STORAGE, AND HANDLING A. Protect cold -formed steel framing from corrosion, moisture staining, deformation, and other damage during delivery, storage, and handling. COLD -FORMED METAL FRAMING 054000-2 PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Provide products by Steel Framing Industry Association Members in good standing (listing found at http://www.archtest.com/certification/SFIA SteelFraming Intertek.aspx ). 2.2 PERFORMANCE REQUIREMENTS A. Delegated Design: Engage a qualified Specialty Structural Engineer to design cold -formed steel framing. B. Structural Performance: Provide cold -formed steel framing capable of withstanding design loads within limits and under conditions indicated. 1. Design Loads: As indicated. 2. Deflection Limits: Design framing systems to withstand design loads without horizontal and vertical deflections greater than those assigned to the indicated exterior wall systems, and including finish material. 3. Design framing systems to provide for movement of framing members located outside the insulated building envelope without damage or overstressing, sheathing failure, connection failure, undue strain on fasteners and anchors, or other detrimental effects when subject to a maximum ambient temperature change of -D oleg F. 4. Design framing system to maintain clearances at openings, to allow for construction tolerances, and to accommodate live load deflection of primary building structure as determined by the exterior wall system. S. Design exterior non -load-bearing wall framing to accommodate horizontal deflection without regard for contribution of sheathing materials. C. Cold -Formed Steel Framing Design Standards: 1. Floor and Roof Systems: AISI 5210. 2. Wall Studs: AISI S211. 3. Headers: AISI 5212. 4. Lateral Design: AISI S213. D. AISI Specifications and Standards: Unless more stringent requirements are indicated, comply with AISI S100 and AISI 5200. E. Fire -Resistance Ratings: Comply with ASTM E 119; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. 1. Indicate design designations from UL's "Fire Resistance Directory" or from the listings of another qualified testing agency. COLD -FORMED METAL FRAMING 054000-3 2.3 COLD -FORMED STEEL FRAMING, GENERAL A. Recycled Content of Steel Products: Postconsumer recycled content plus one-half of preconsumer recycled content not less than 25 percent. B. Steel Sheet: ASTM A 1003/A 1003M, Structural Grade, Type H, metallic coated, of grade and coating weight as follows: 1. Grade: As required by structural performance. 2. Coating: As determined by project location and climate conditions. 2.4 LOAD-BEARING WALL FRAMING A. Steel Studs: Manufacturer's standard C-shaped steel studs, of web depths indicated, punched, with stiffened flanges, with minimum base metal thickness, flange width and section properties required to meet design requirements. B. Steel Track: Manufacturer's standard U-shaped steel track, of web depths indicated, unpunched, with straight flanges, and matching properties of steel studs C. Steel Single- or Double -L Headers: Manufacturer's standard L -shapes used to form header beams, of web depths required, and with minimum base metal thickness, flange width and section properties required to meet design requirements. 2.5 FLOOR JOIST FRAMING A. Steel Joists: Manufacturer's standard C-shaped steel joists, of web depths indicated, [unpunched,] [punched,] [punched, with enlarged service holes,] with stiffened flanges, and with minimum base metal thickness, flange width and section properties required to meet design requirements. B. Steel Joist Track: Manufacturer's standard U-shaped steel joist track, of web depths required, unpunched, with unstiffened flanges, and with minimum base metal thickness, flange width and section properties required to meet design requirements. 2.6 ROOF -RAFTER FRAMING A. Steel Rafters: Manufacturer's standard C-shaped steel sections, of web depths indicated, with stiffened flanges, and as follows: with minimum base metal thickness, flange width and section properties required to meet design requirements. 2.7 CEILING JOIST FRAMING A. Steel Ceiling Joists: Manufacturer's standard C-shaped steel sections, of web depths indicated, [unpunched,] [punched with enlarged service holes,] [punched with standard holes,] with stiffened flanges, and with minimum base metal thickness, flange width and section properties required to meet design requirements. COLD -FORMED METAL FRAMING 054000-4 2.8 SOFFIT FRAMING A. Exterior Soffit Frame: Manufacturer's standard C-shaped steel sections, of web depths indicated, with stiffened flanges, and with minimum base metal thickness, flange width and section properties required to meet design requirements. 2.9 FRAMING ACCESSORIES A. Fabricate steel -framing accessories from steel sheet, ASTM A 1003/A 1003M, Structural Grade, Type H, metallic coated, of same grade and coating weight used for framing members. B. Provide accessories of manufacturer's standard thickness and configuration, required by design requirements. 2.10 ANCHORS, CLIPS, AND FASTENERS A. SSE shall include the following anchors, clips and fasteners required by the design requirements: 1. Steel Shapes and Clips. 2. Anchor Bolts. 3. Expansion Anchors. 4. Power -Actuated Anchors if allowed by Structural Engineer of Record. 5. Mechanical Fasteners, head type: low -profile head beneath sheathing, manufacturer's standard elsewhere. 6. Welding Electrodes. 2.11 MISCELLANEOUS MATERIALS A. Galvanizing Repair Paint: ASTM A780. B. Cement Grout: Portland cement, ASTM C 150, Type I; and clean, natural sand, ASTM C 404. Mix at ratio of 1 part cement to 2-1/2 parts sand, by volume, with minimum water required for placement and hydration. C. Nonmetallic, Nonshrink Grout: Premixed, nonmetallic, noncorrosive, nonstaining grout containing selected silica sands, portland cement, shrinkage -compensating agents, and plasticizing and water -reducing agents, complying with ASTM C 1107/C 1107M, with fluid consistency and 30 -minute working time. D. Shims: Load bearing, high-density multimonomer plastic, and nonleaching; or of cold -formed steel of same grade and coating as framing members supported by shims. E. Sealer Gaskets: Closed -cell neoprene foam, 1./4 inch thick, selected from manufacturer's standard widths to match width of bottom track or rim track members. COLD -FORMED METAL FRAMING 054000-5 2.12 FABRICATION A. Fabricate cold -formed steel framing and accessories plumb, square, and true to line, and with connections securely fastened, according to referenced AISI's specifications and standards, manufacturer's written instructions, and requirements in this Section. 1. Fabricate framing assemblies using jigs or templates. 2. Cut framing members by sawing or shearing; do not torch cut. 3. Fasten cold -formed steel framing members by welding, screw fastening, clinch fastening, pneumatic pin fastening, or riveting as standard with fabricator. Wire tying of framing members is not permitted. a. Comply with AWS 131.3/131.31V! requirements and procedures for welding, appearance and quality of welds, and methods used in correcting welding work. b. Locate mechanical fasteners and install according to Shop Drawings, with screw penetrating joined members by no fewer than three exposed screw threads. 4. Fasten other materials to cold -formed steel framing by welding, bolting, pneumatic pin fastening, or screw fastening, according to Shop Drawings. B. Reinforce, stiffen, and brace framing assemblies to withstand handling, delivery, and erection stresses. Lift fabricated assemblies to prevent damage or permanent distortion. C. Fabrication Tolerances: Fabricate assemblies level, plumb, and true to line to a maximum allowable tolerance variation of 1/8 inch in 310 feet and as follows: 1. Spacing: Space individual framing members no more than plus or minus 1/8 inch from plan location. Cumulative error shall not exceed minimum fastening requirements of sheathing or other finishing materials. 2. Squareness: Fabricate each cold -formed steel framing assembly to a maximum out -of - square tolerance of 1,/8 finch. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine supporting substrates and abutting structural framing for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. COLD -FORMED METAL FRAMING 054000-6 3.2 PREPARATION A. Before sprayed fire -resistive materials are applied, attach continuous angles, supplementary framing, or tracks to structural members indicated to receive sprayed fire -resistive materials. B. After applying sprayed fire -resistive materials, remove only as much of these materials as needed to complete installation of cold -formed framing without reducing thickness of fire - resistive materials below that are required to obtain fire -resistance rating indicated. Protect remaining fire -resistive materials from damage. C. Install load bearing shims or grout between the underside of load-bearing wall bottom track and the top of foundation wall or slab at locations with a gap larger than 1/4 inch to ensure a uniform bearing surface on supporting concrete or masonry construction. D. Install sealer gaskets at the underside of wall bottom track or rim track and at the top of foundation wall or slab at stud or joist locations. 3.3 INSTALLATION, GENERAL A. Cold -formed steel framing may be shop or field fabricated for installation, or it may be field assembled. B. Install cold -formed steel framing according to AISI 5200 and to manufacturer's written instructions unless more stringent requirements are indicated. C. Install shop- or field -fabricated, cold -formed framing and securely anchor to supporting structure. 1. Screw, bolt, or weld wall panels at horizontal and vertical junctures to produce flush, even, true -to -line joints with maximum variation in plane and true position between fabricated panels not exceeding 1/16 inch. D. Install cold -formed steel framing and accessories plumb, square, and true to line, and with connections securely fastened. 1. Cut framing members by sawing or shearing; do not torch cut. 2. Fasten cold -formed steel framing members by welding, screw fastening, clinch fastening, or riveting. Wire tying of framing members is not permitted. a. Comply with AWS D1.3/D1.3M requirements and procedures for welding, appearance and quality of welds, and methods used in correcting welding work. b. Locate mechanical fasteners and install according to Shop Drawings, and complying with requirements for spacing, edge distances, and screw penetration. E. Install framing members in one-piece lengths unless splice connections are indicated for track or tension members. COLD -FORMED METAL FRAMING 054000-7 F. Install temporary bracing and supports to secure framing and support loads comparable in intensity to those for which structure was designed. Maintain braces and supports in place, undisturbed, until entire integrated supporting structure has been completed and permanent connections to framing are secured. G. Do not bridge building expansion joints with cold -formed steel framing. Independently frame both sides of joints. H. Install insulation, specified in Section 07210 "Building Insulation," in built-up exterior framing members, such as headers, sills, boxed joists, and multiple studs at openings, that are inaccessible on completion of framing work. Fasten hole reinforcing plate over web penetrations that exceed size of manufacturer's approved or standard punched openings. Erection Tolerances: Install cold -formed steel framing level, plumb, and true to line to a maximum allowable tolerance variation of 1/8 inch in 10 feet and as follows: 1. Space individual framing members no more than plus or minus 1/8 inch from plan location. Cumulative error shall not exceed minimum fastening requirements of sheathing or other finishing materials. 3.4 LOAD-BEARING WALL INSTALLATION A. Install continuous top and bottom tracks sized to match studs. Align tracks accurately and securely anchor at corners and ends, and at spacings as indicated on shop drawings. B. Squarely seat studs against top and bottom tracks with gap not exceeding of 1/8 inch between the end of wall framing member and the web of track. Fasten both flanges of studs to top and bottom tracks. Space studs as indicated on shop drawings. C. Set studs plumb, except as needed for diagonal bracing or required for nonplumb walls or warped surfaces and similar configurations. D. Align studs vertically where floor framing interrupts wall -framing continuity. Where studs cannot be aligned, continuously reinforce track to transfer loads. E. Align floor and roof framing over studs according to AISI S200, Section C1. Where framing cannot be aligned, continuously reinforce track to transfer loads. F. Anchor studs abutting structural columns or walls, including masonry walls, to supporting structure as indicated. COLD -FORMED METAL FRAMING 054000-8 G. Install headers over wall openings wider than stud spacing. Locate headers above openings as indicated. Fabricate headers of compound shapes indicated or required to transfer load to supporting studs, complete with clip -angle connectors, web stiffeners, or gusset plates. 1. Frame wall openings with not less than a double stud at each jamb of frame as indicated on Shop Drawings. Fasten jamb members together to uniformly distribute loads. 2. Install runner tracks and jack studs above and below wall openings. Anchor tracks to jamb studs with clip angles or by welding, and space jack studs same as full -height wall studs. H. Install supplementary framing, blocking, and bracing in stud framing indicated to support fixtures, equipment, services, casework, heavy trim, furnishings, and similar work requiring attachment to framing. 1. If type of supplementary support is not indicated, comply with stud manufacturer's written recommendations and industry standards in each case, considering weight or load resulting from item supported. I. Install horizontal bridging in stud system, spaced vertically as indicated on Shop Drawings. Fasten at each stud intersection. Install steel sheet diagonal bracing straps to both stud flanges, terminate at and fasten to reinforced top and bottom tracks. Fasten clip -angle connectors to multiple studs at ends of bracing and anchor to structure. K. Install miscellaneous framing and connections, including supplementary framing, web stiffeners, clip angles, continuous angles, anchors, and fasteners, to provide a complete and stable wall -framing system. 3.5 JOIST INSTALLATION A. Install perimeter joist track sized to match joists. Align and securely anchor or fasten track to supporting structure at corners, ends, and spacings indicated on Shop Drawings. B. Install joists bearing on supporting frame, level, straight, and plumb; adjust to final position, brace, and reinforce. Fasten joists to both flanges of joist track. 1. Install joists over supporting frame with a minimum end bearing indicated on Shop Drawings. 2. Reinforce ends and bearing points of joists with web stiffeners, end clips, joist hangers, steel clip angles, or steel -stud sections as indicated on Shop Drawings. C. Space joists not more than inches from abutting walls, and indicated on Shop Drawings. D. Frame openings with built-up joist headers consisting of joist and joist track, or another combination of connected joists if indicated. COLD -FORMED METAL FRAMING 054000-9 E. Install joist reinforcement at interior supports with single, short length of joist section located directly over interior support, with lapped joists of equal length to joist reinforcement, or as indicated on Shop Drawings. 1. Install web stiffeners to transfer axial loads of walls above. F. Install bridging at intervals indicated on Shop Drawings. Fasten bridging at each joist intersection indicated on Shop Drawings. G. Secure joists to load-bearing interior walls to prevent lateral movement of bottom flange. H. Install miscellaneous joist framing and connections, including web stiffeners, closure pieces, clip angles, continuous angles, hold-down angles, anchors, and fasteners, to provide a complete and stable joist -framing assembly. 3.6 FIELD QUALITY CONTROL A. Testing: Owner will engage a qualified independent testing and inspecting agency to perform field tests and inspections and prepare test reports. B. Field and shop welds will be subject to testing and inspecting. C. Testing agency will report test results promptly and in writing to Contractor and Architect. D. Remove and replace work where test results indicate that it does not comply with specified requirements. E. Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. 3.7 REPAIRS AND PROTECTION A. Galvanizing Repairs: Prepare and repair damaged galvanized coatings on fabricated and installed cold -formed steel framing with galvanized repair paint according to ASTM A 780 and manufacturer's written instructions. B. Provide final protection and maintain conditions, in a manner acceptable to ensure that cold - formed steel framing is without damage or deterioration at time of Substantial Completion. END OF SECTION 054000 COLD -FORMED METAL FRAMING 054000-10 SECTION 05400 COLD -FORMED METAL FRAMING PART 1 GENERAL 1.1 SECTION INCLUDES A. Cold -formed metal framing for: B. Exterior load-bearing steel stud walls. 1. Interior load-bearing steel stud walls. 2. Exterior steel stud curtain walls. 3. Floor joists. 4. Roof trusses. C. Bridging, bracing, clips and other accessories. 1.2 RELATED SECTIONS A. Section 09110 - Non -Load Bearing Wall Framing. B. Section 09205 - Furring and Lathing: Lath and furring for interior plaster applications. C. Section 09210 - Gypsum Plaster: Interior plaster applications. D. Section 09220 - Portland Cement Plaster: Exterior Stucco and EIFS applications. E. Section 09250 - Gypsum Board: Gypsum interior sheathing. F. Section 09260 - Gypsum Board Assemblies: Shaft Walls and Area Separation Walls. 1.3 REFERENCES A. ASTM A 780 - Standard Practice for Repair of Damaged and Uncoated Areas of Hot -Dip Galvanized Coatings. B. ASTM A 1003 - Standard Specification for Steel Sheet, Carbon, Metallic- and Nonmetallic - Coated for Cold -Formed Framing Members. C. ASTM A 653 - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized) or Zinc -Iron Alloy Coated (Galvannealed) by the Hot -Dip Process. D. ASTM C 955 - Standard Specification for Load -Bearing (Transverse and Axial) Steel Studs, Runners (Tracks), and Bracing or Bridging for Screw Application of Gypsum Panel Products and Metal Plaster Bases. E. ASTM C 1513 - Standard Specification for Steel Tapping Screws for Cold -Formed Steel Framing Connections. F. ASTM C1007 - Standard Specification for Installation of Load Bearing (Transverse and Axial) Steel Studs and Related Accessories. 1 G. AISI - Standard for Cold -Formed Steel Framing General Provisions. H. AISI - North American Specification (NASPEC) for the Design of Cold -Formed Steel Structural Members - 2001. I. American Welding Society (AWS).a. AWS D1.1 "Structural Welding Code - Steel."b. AWS D1.3 "Structural Welding Code - Sheet Steel." J. AISI/COS 2001 - Standard for Cold -Formed Steel Framing - Prescriptive Method for One and Two Story Family Dwelling. 1.4 DESIGN REQUIREMENTS A. Design steel in accordance with American Iron and Steel Institute Publication "Specification for the Design of Cold -Formed Steel Structural Members", except as otherwise shown or specified. B. Design loads: As indicated on the Structural Drawings. C. Design framing systems to withstand design loads without deflections greater than the following: D. Exterior Walls: Lateral deflection of: U240. E. Exterior Walls: Lateral deflection of: U360. F. Exterior Walls: Lateral deflection of: U600. G. Interior Load -Bearing Walls: Lateral deflection of: U240. H. Interior Load -Bearing Walls: Lateral deflection of: L/360 I. Interior Load -Bearing Walls: Lateral deflection of: 0600. J. Design framing systems to provide for movement of framing members without damage or overstressing, sheathing failure, connection failure, undue strain on fasteners and anchors, or other detrimental effects when subject to a maximum ambient temperature change (range) of 67 degrees C (120 degrees F). K. Design framing system to accommodate deflection of primary building structure and construction tolerances. L. Design exterior non -load-bearing curtain wall framing to accommodate lateral deflection without regard to contribution of sheathing materials. 1.5 SUBMITTALS A. Submit under provisions of Section 01300. B. Submit manufacturer's product literature and data sheets for specified products. C. Manufacturer's certification of product compliance with codes and standards. D. Shop Drawings: Submit shop drawings prepared by a licensed professional engineer for approval by the projects Architect and General Contracting indicating: 1. Locations of framing members, wall framing sections and opening elevations. 2. Sizes and spacing of framing members. 3. Methods of fastening framing members to each other and to supporting systems. 4. Details of vertical deflection connections to structures. 5. Locations and spacing of lateral bracing and structural bracing systems. 6. Accessory products required for complete installation. 7. Shop Drawings shall be signed and sealed by a registered PE (Professional cold - formed specialty Engineer) registered in the state of the project. E. Structural Calculations: Submit structural calculations prepared by a licensed professional engineers for approval by the projects Architect and General Contractor indicating: 1. Submittal shall be signed and sealed by a registered PE (Professional cold -formed specialty Engineer) registered in the state of the project. 2. Description of design criteria. 3. Engineering analysis depicting stress and deflection (stiffness) requirements for each framing application. 4. Selection of framing components, accessories, fasteners and welded connection requirements. 5. Engineer shall have a minimum of 5 years experience with projects of similar scope. 1.6 QUALITY ASSURANCE A. Contractor shall provide effective, full time quality control over all fabrication and erection complying with the pertinent codes and regulations of government agencies having jurisdiction. B. Conduct pre -installation meeting to verify project requirements, substrate conditions, and manufacturer's installation instructions. C. Welding Standards: Comply with applicable provisions of AWS D1.1 "Structural Welding Code -Steel" and AWS D1.3 "Structural Welding Code -Sheet Steel." D. Qualify welding processes and welding operators in accordance with AWS "Standard Qualification Procedure". 1.7 DELIVERY, STORAGE, AND HANDLING A. Notify manufacturer of damaged materials received prior to installing. B. Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact. C. Store materials protected from exposure to rain, snow or other harmful weather conditions, at temperature and humidity conditions per the recommendations of ASTM C955. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturer: CRACO Mfg., Inc. located at: 1122 Johnson Rd; York, SC 29745; Toll Free Tel: 803-684-5544; Fax: 803-684-2091; Email: technical@cracometals.com; Web: www.cracometals.com B. Requests for substitutions will be considered in accordance with provisions of Section 01600. C. All products to be manufactured by current members of the Steel Stud Manufacturers Association (SSMA). 3 2.2 COMPONENTS A. Structural Studs: Cold -Formed galvanized steel C -studs. 1. Flange Length: 1 5/8 inch (41 mm) 162 flange. 2. Flange Length: 2 inch (51 mm) 200 flange. 3. Flange Length: 2-1/2 inch (64mm) 250 flange. 4. Flange Length: 3 inch (76 mm) 300 flange. 5. Flange Length: 3-1/2 inch (88.9 mm) 350 flange. 6. Web Depth: 2-1/2 inch (64 mm) 250 depth. 7. Web Depth: 3-1/2 inch (89 mm) 350 depth. 8. Web Depth: 3-5/8 inch (92 mm) 362 depth. 9. Web Depth: 4 inch (102 mm) 400 depth. 10. Web Depth: 5-1/2 inch (140 mm) 550 depth. 11. Web Depth: 6 inch (152.4 mm) 600 depth. 12. Web Depth: 7-1/4 inch (184 mm) 725 depth. 13. Web Depth: 8 inch (203 mm) 800 depth. 14. Web Depth: 9-1/4 inch (235 mm) 925 depth. 15. Web Depth: 10 inch (254 mm) 1000 depth. 16. Web Depth: 11-1/2 inch (292 mm) 1150 depth. 17. Web Depth: 12 inch (305 mm) 1200 depth. 18. Web Depth: 13-1/2 inch (342.9 mm) 1350 depth. 19. Web Depth: 14 inch (355.6 mm) 1400 depth. 20. Web Depth: 16 inch (406.4 mm) 1600 depth. 21. Web Depth: As indicated on drawings. 22. Minimum Material Thickness: 33 mil (20 gauge) - ASTM color reference: white. a. Design Thickness: 0.0346 in. (0.88 mm). b. Minimum Delivered Thickness: 0.0329 in. (0.84 mm). 23. Minimum Material Thickness: 43 mil (18 gauge) - ASTM color reference: yellow. a. Design Thickness: 0.0451 in. (1.14 mm). b. Minimum Delivered Thickness: 0.0428 in. (1.09 mm). 24. Minimum Material Thickness: 54 mil (16 gauge) - ASTM color reference: green. a. Design Thickness: 0.0566 in. (1.44 mm). b. Minimum Delivered Thickness: 0.0538 in. (1.37 mm). 25. Minimum Material Thickness: 68 mil (14 gauge) - ASTM color reference: orange. a. Design Thickness: 0.0713 in. (1.81 mm). b. Minimum Delivered Thickness: 0.0677 in. (1.72 mm). 26. Minimum Material Thickness: 97 mil (12 gauge) - ASTM color reference: red. a. Design Thickness: 0.1017 in. (2.58 mm). b. Minimum Delivered Thickness: 0.0966 in. (2.45 mm). 27. Minimum Material Thickness: 118 mil (10 gauge) - ASTM color reference: blue. a. Design Thickness: 0.1242 in. (3.15 mm). b. Minimum Delivered Thickness: 0.1180 in. (3.00 mm). 28. Minimum Material Thickness: As required by design. 29. Minimum Material Thickness: As indicated on drawings. 30. Minimum Yield Strength: 33ksi (227 MPa) (for 33mils through 118mils). 31. Minimum Yield Strength: 50ksi (345 MPa) (optional for 54mils and up). 32. Minimum Yield Strength: As required by design. B. Structural Track: Cold -Formed galvanized steel runner tracks 1. Flange Length: 1 1/4 inch (32 mm) T125 flange. 2. Flange Length: 1 1/2 inch (38 mm) T150 flange. 3. Flange Length: 2 inch (51 mm) T200 flange. 4. Flange Length: 2 1/2 inch (63 mm) T250 flange. 5. Flange Length: 3 inch (76mm) T300 flange. 6. Flange Length: 3 1/2 inch (89 mm) T350 flange. 7. Web: 2 1/2 inch (64mm) 250 depth. 8. Web: 3 1/2 inch (89mm) 350 depth. 9. Web: 3 5/8 inch (92mm) 362 depth. 4 10. Web: 4 inch (102mm) 400 depth. 11. Web: 5 1/2 inch (140mm) 550 depth. 12. Web: 6 inch (152.4mm) 600 depth. 13. Web: 7 1/4 inch (184 mm) 725 depth. 14. Web: 8 inch (203mm) 800 depth. 15. Web: 9 1/4 (235 mm) 925 depth. 16. Web: 10 inch (254mm) 1000 depth. 17. Web: 11 1/2 inch (292 mm) 1150 depth. 18. Web: 12 inch (305mm) 1200 depth. 19. Web: 131/2 inch (342.9 mm) 1350 depth. 20. Web: 14 inch (355.6 mm) 1400 depth. 21. Web: 16 inch (406.4 mm) 1600 depth. 22. Web: Track Web Size to match stud web size. 23. Minimum Material Thickness: 33 mil (20 gauge) - ASTM color reference: white. a. Design Thickness: 0.0346 in. (0.88 mm). b. Minimum Delivered Thickness: 0.0329 in. (0.84 mm). 24. Minimum Material Thickness: 43 mil (18 gauge) - ASTM color reference: yellow. a. Design Thickness: 0.0451 in. (1.14 mm). b. Minimum Delivered Thickness: 0.0428 in. (1.09 mm). 25. Minimum Material Thickness: 54 mil (16 gauge) - ASTM color reference: green. a. Design Thickness: 0.0566 in. (1.44 mm). b. Minimum Delivered Thickness: 0.0538 in. (1.37 mm). 26. Minimum Material Thickness: 68 mil (14 gauge) - ASTM color reference: orange. a. Design Thickness: 0.0713 in. (1.81 mm). b. Minimum Delivered Thickness: 0.0677 in. (1.72 mm). 27. Minimum Material Thickness: 97 mil (12 gauge) - ASTM color reference: red. a. Design Thickness: 0.1017 in. (2.58 mm). b. Minimum Delivered Thickness: 0.0966 in. (2.45 mm). 28. Minimum Material Thickness: 118 mil (10 gauge) - ASTM color reference: blue. a. Design Thickness: 0.1242 in. (3.15 mm). b. Minimum Delivered Thickness: 0.1180 in. (3.00 mm). 29. Minimum Material Thickness: As required by design. 30. Minimum Material Thickness: As indicated on drawings. 31. Minimum Material Thickness: Track Thickness to match wall stud thickness. 32. Minimum Yield Strength: 33ksi (227 MPa) (for 33mils through 118mils). 33. Minimum Yield Strength: 50ksi (345 MPa) (optional for 54mils and up). 34. Minimum Yield Strength: As required by design. C. Deflection Track: Cold -Formed Deep Leg Runner Slip Track. 1. Leg Length: 2 inch (51 mm) T200 flange. 2. Leg Length: 2-1/2 inch (63 mm) T250 flange. 3. Leg Length: 3 inch (76mm) T300 flange. 4. Leg Length: 3-1/2 inch (89 mm) T350 flange. 5. Leg Length: As required by design. 6. Minimum Material Thickness: 33 mil (20 gauge). 7. Minimum Material Thickness: 43 mil (18 gauge). 8. Minimum Material Thickness: 54 mil (16 gauge). 9. Minimum Material Thickness: 68 mil (14 gauge). 10. Minimum Material Thickness: 97 mil (12 gauge). 11. Minimum Material Thickness: 118 mil (10 gauge). 12. Minimum Material Thickness: As required by design. 13. Minimum Yield Strength: 33ksi (227 MPa) (for 33mils through 118mils). 14. Minimum Yield Strength: 50ksi (345 MPa) (optional for 54mils and up). 15. Minimum Yield Strength: As required by design. 5 D. Deflection Track Alternate: CRACO Slotted Slip Track 1. Size: Web Widths of 2'/2", 3-5/8", 4", 6" & 8". 2. Size: Gauge from 33 mil (20ga.) thru 68 mil (14ga.) 3. Leg Length: 2'/2 inch 4. Size: As required by design. 5. UL listed assembly. E. U -Channel (CRC Cold Rolled Channel): 1. Size: 150U50-54 1-1/2" (38mm) 54mils (16ga.). 2. Size: 075U50-54 3/4" (19.1 mm) 54mils (16ga.). 3. Size: As required by design. F. SmartFrame BridgeSmart Connector Clips 1. Series 300: Minimum Thickness 33mils (20ga.) for use with 3-5/8" & 4" Studs 2. Series 600: Minimum Thickness 33mils (20ga.) for use with 6" & 8" Studs 3. Size: As required by design. 4. Used to connect U -Channel to Steel Studs as Bridging G. SmartFrame CRC Connector 1. Size SFCRC075: Minimum Thickness 43mils (18ga.) 2. Used to connect ends of U -Channel together. H. Standard Clip Angles: SmartFrame UtilityAngles 1. Clip Angels: Minimum Thickness: 54mils (16ga) 0.0538". 2. Clip Angels: Minimum Thickness: 68mils (14ga) 0.0677". 3. Clip Angels: Minimum Thickness: 97mils (12ga) 0.0966". 4. Clip Angels: As required by design. Furring Channel: Furring existing walls and suspended ceiling applications. 1. Size: 08717125-33 7/8" (22mm) Furring Channel 33mils (20ga). 2. Size: 087F125-43 7/8" (22mm) Furring Channel 43mils (18ga). 3. Size: 087F125-54 7/8" (22mm) Furring Channel 54mils (16ga). 4. Size: 150F125-33 1-1/2" (38mm) Furring Channel 33mils (20ga). 5. Size: 150F125-43 1-1/2" (38mm) Furring Channel 43mils (18ga). 6. Size: 150F125-54 1-1/2" (38mm) Furring Channel 54mils (16ga). 7. Size: As required by design. Framing Accessories: Accessories required in this project. 1. Flat Strapping for X -bracing. 2. Flat Strapping and bridging for lateral bracing. 3. SmartFrame StrapTies 4. Gusset Plates. K. Fasteners: Self -drilling, self -tapping screws; complying with ASTM C 1513 - Standard Specification for Steel Tapping Screws for Cold -Formed Steel Framing Connections. L. Touch -Up Paint: Complying with ASTM A 780 - Standard Practice for Repair of Damaged and Uncoated Areas of Hot -Dip Galvanized Coatings. 2.3 MATERIALS A. Steel: Galvanized Steel meeting or exceeding the requirements of ASTM A 1003. 1. Coating: Galvanized CP60 coating minimum, complying with ASTM C 955. 2. Coating: Galvanized CP90 coating minimum, complying with ASTM C 955. N. PART 3 EXECUTION 3.1 INSPECTION A. Inspect supporting substrates and structures for compliance of proper conditions for installation and performance of the cold -formed structural framing. 3.2 PREPARATION A. Prepare attachment surfaces so that they are plumb, level, and in proper alignment for accepting the clod -formed structural framing. 3.3 FABRICATION A. Prior to fabrication of framing, submit shop drawings to the architect or engineer to obtain approval. B. Framing components may be preassembled into panels prior to erecting. Prefabricate panels so they are square, with components attached in a manner which prevents racking and minimizes distortion during lifting and transport. C. Cut all framing components square for attachment to perpendicular members or as required for an angular fit against abutting members. D. Plumb, align and securely attach studs to flanges of both upper and lower runners, except that in the case of interior, non -load bearing walls where studs need not be attached to upper or lower runners. E. In all doubled jamb studs and doubled headers not accessible to insulation contractors, provide insulation equal to that specified elsewhere. F. Splices in members other than top and bottom runner track are not permitted. G. Provide temporary bracing where required, until erection is complete. 3.4 INSTALLATION - NON -AXIAL LOAD-BEARING CURTAIN WALLS A. Runners shall be securely anchored to the supporting structure as shown on the drawings. B. Jack studs or cripples shall be installed below window sills, above window and door heads, and elsewhere to furnish supports. C. Lateral bracing shall be provided by use of gypsum board and gypsum sheathing or by horizontal straps or cold -rolled channels. Bracing shall conform to Section D3 of the AISI North American Specification (NAS). D. Provisions for structure vertical movement shall be provided where indicated on the drawings prepared by the engineer of record_ E. Handling and lifting of prefabricated panels shall be done in a manner so as not to cause distortion in any member. 3.5 INSTALLATION - AXIAL LOAD-BEARING WALLS A. Securely anchor runners to the supporting structure as shown on the drawings. B. Provide complete, uniform and level bearing support at the bottom runner. C. Include headers and supporting studs at wall openings as shown on the drawings. D. Provide diagonally braced stud walls, as indicated on the drawings at locations designated as "shear walls" for frame stability and lateral load resistance. Position additional studs when necessary or as indicated on the drawings to resist the vertical components. E. Splices in axially loaded studs are not permitted. 3.6 INSTALLATION - JOISTS A. Align joist bearing at foundation walls by means of shims and/or non -setting grout. B. Locate joists or a load distribution member directly over bearing studs at the top of bearing walls. C. Provide web stiffeners at reaction points and/or points of concentrated loads or where indicated on the drawings. D. Install joist bridging where indicated on the drawings. E. Install additional joists under parallel partitions when the partition length exceeds one-half the joist span, also around all floor and roof openings, which interrupt one or more spanning members unless otherwise noted. F. Install end blocking where joist ends are not otherwise restrained from rotation. 3.7 INSTALLATION - TRUSSES A. Install trusses in accordance with applicable building code requirements and the truss manufacturer's recommendations. B. Refer to AISI RG -9518 for additional information. C. Install roof bracing in accordance with the truss design. D. Install trusses with the plane of the truss webs plumb and parallel to each other, aligned and accurately positioned. 1. Truss Spacing: 16 inches (406 mm) on center. 2. Truss Spacing: 24 inches (610 mm) on center. 3. Truss Spacing: As required by design. E. Install each truss directly over a bearing stud or a load distribution member designed for this purpose. F. Install lateral supports as required per manufacturer's design. G. Immediately after installation, install bridging and permanently brace trusses per truss design. H. Install approved uplift connectors to connect individual truss to wall studs as required by design. END OF SECTION 8 Blue Ribbon® oriented strand board (OSB) is an excellent choice for floor, wall and roof sheathing in residential and light commercial construction applications. Each panel is third -party certified for quality and is rated for Exposure 1 bond durability for protected applications and limited exposure during normal construction delays. Blue Ribbon OSB is edge coated to limit absorption and pick-up of moisture. Available Sizes* Square Edge 3'-117/e" (1.216 m) x 7'-117/8" (2.435 m) — sized for 4' x 8' 3'-117/e" (1.216 m) x 8'-117/e" (2.740 m) — sized for 4' x 9' 3'-117/8" (1.216 m) x 9'-117/8" (3.044 m) — sized for 4' x 10' *Custom panels up to 26' are also available. Building Code Performance Categories, Panel Thickness • 7/16 CAT — 0.418" (10.61 mm) • 15/32 CAT — 0.451" (11.45 mm) • 1/2 CAT — 0.483" (12.26mm) • 19/32 CAT — 0.578" (14.68 mm) • 23/32 CAT— 0.703" (17.85 mm) • 1-1/8 CAT— 1.091" (27.71 mm) Specifications Length/Width Tolerance ±Y,6" (±1.6 mm) Straightness Tolerance ±'/,e" (±1.6 mm) Squareness Tolerance ±'/e" (±3.2 mm) Tongue & Groove 3'-111/2" (1.206 m) x 7'-117/8" (2.435 m) — sized for 4' x 8' 3'-11'/2" (1.206 m) x 8'-11'/8" (2.740 m) — sized for 4' x 9' 3'-111/2" (1.206 m) x 9'-117/8" (3.044 m) — sized for 4' x 10' Testing Agency APA®—The Engineered Wood Association Classification Exposure 1 — OSB suitable for uses not permanently exposed to the weather. Panels classified as Exposure 1 are intended to resist the effects of moisture on structural performance as may occur due to construction delays, or other conditions of similar severity. Code Fire Classification Class III or C Flame Spread Rating 76-200, smoke -developed index <450 Building Code Compliance PS 2-10 Other Information \ SUSTAINABLE Certified Sourcing Forestry Certification Blue Ribbon OSB panels are made from wood sourced FORESTRY INITIATIVE www.sfiprogram.org through a system that is third -party certified to the SFI-Ml Sustainable Forestry Initiative® procurement standard. Green Building Programs See our Blue Ribbon OSB Sustainability Fact Sheet available at www.builditbetter.com for more information on potential point contributions towards specific green building programs. Home innovation NG9S GREEN CERTIFIED NGBS Green Certified Blue Ribbon OSB is Home Innovation NGBS Green Certified RESOURCE EFFICIENCY for Resource Efficiency and Indoor Environmental Quality. INDOOR ENVIRONMENTAL QUALITY Please visit Nomeinnovation.com/Green for more information Product Warranty Blue Ribbon® OSB is covered by a Lifetime Limited Warranty. For terms and conditions, please refer to our Lifetime Limited Warranty available at www.builditbetter.com. International Shipping To prevent the introduction and spread of plant pests, ISPM 15: International Standards for Phytosanitary Measures, requires that internationally shipped solid wood pallets be debarked, treated with heat or fumigated with methyl bromide, and marked with a seal of compliance. Pallets made with engineered wood, including Blue Ribbon OSB, are exempt from ISPM 15 regulations. This is because the process of manufacturing engineered wood destroys any live organisms in the wood. (Source: "Boxes, Crate and Reel Manufactuing;' www. PerformancePanels. com) Formaldehyde Emissions Blue Ribbon OSB contains no added urea formaldehyde resins. PS 1 and PS 2 structural panels are exempt from testing by the California Air Resources Board (CARB) in the Composite Wood Air Toxic Control Measure (A TCM) and phenolic bonded structural panels are exempt from testing or monitoring by HUD in the Manufactured Home Construction and Safety Standards. Manufacturing Locations APA Mill Zip Harvest Location Number Code Radius Allendale, SC 531 29827 50 miles Brookneal, VA 451 24528 100 miles Clarendon, SC 532 29001 80 miles Englehart, ONT, CA 530 POJ 1 HO 50 miles Fordyce, AR 475 71742 100 miles Hosford, FL 500 32334 75 miles Georgia-Pacific Georgia-Pacific Wood Products Blue Ribbon, Georgia-Pacific and the Blue Ribbon and Georgia-Pacific logos are trademarks owned by or 133 Peachtree St., N.E. licensed to Georgia-Pacific Wood Products LLC. APA is a registered trademark of APA -The Engineered Wood Atlanta, GA 30303 Association. Sustainable Forestry Initiative, SFI, and SFI logo are trademarks of Sustainable Forestry Initiative, Inc. The Home Innovation NGBS Green Certified logo is a trademark of Home Innovation Research Labs. 800-284-5347 www.builditbetter.com 02015 Georgia-Pacific Wood Products LLC. All rights reserved. Rev. 2/15 GP -TM Lit. Item #512105. Blue Ribbon® oriented strand board (OSB) is an excellent choice for floor, wall and roof sheathing in residential and light commercial construction applications. Each panel is third -party certified for quality and is rated for Exposure 1 bond durability for protected applications and limited exposure during normal construction delays. Blue Ribbon OSB is edge coated to limit absorption and pick-up of moisture. Available Sizes* Square Edge 3'-111/8' (1.216 m) x 7'-11'A" (2.435 m) — sized for 4' x 8' 3'-1 17/a" (1.216 m) x 8'-117/8' (2.740 m) — sized for 4' x 9' 3'-117/x' (1.216 m) x 9'-117/8" (3.044 m) — sized for 4' x 10' *-Custom panels up to 26' are also available. Building Code Performance Categories, Panel Thickness • 7/16 CAT — 0.418" (10.61 mm) • 15/32 CAT — 0.451" (11.45 mm) • 1/2 CAT — 0.483" (12.26mm) • 19/32 CAT — 0.578" (14.68 mm) • 23/32 CAT — 0.703" (17.85 mm) • 1-1/8 CAT— 1.091" (27.71 mm) Specifications Length/Width Tolerance ±'/,e' (±1.6 mm) Straightness Tolerance ±'/,a" (±1.6 mm) Squareness Tolerance ±'/a' (±3.2 mm) Tongue & Groove 3'-111/2" (1.206 m) x 7'-117/x" (2.435 m) — sized for 4' x 8' 3'-111/2" (1.206 m) x 8'-117/8" (2.740 m) — sized for 4' x 9' 3'-111/2" (1.206 m) x 9'-111/x' (3.044 m) — sized for 4' x 10' Testing Agency APA®—The Engineered Wood Association Classification Exposure 1 — OSB suitable for uses not permanently exposed to the weather. Panels classified as Exposure 1 are intended to resist the effects of moisture on structural performance as may occur due to construction delays, or other conditions of similar severity. Code Fire Classification Flame Spread Rating Building Code Compliance Other Information Forestry Certification Class III or C 76-200, smoke -developed index <450 PS 2-10 Blue Ribbon OSB panels are made from wood sourced through a system that is third -party certified to the Sustainable Forestry Initiative® procurement standard. Green Building Programs See our Blue Ribbon OSB Sustainability Fact Sheet available at www.builditbetter.com for more information on potential point contributions towards specific green building programs. NGBS Green Certified Blue Ribbon OSB is Home Innovation NGBS Green Certified for Resource Efficiency and Indoor Environmental Quality. Please visit Homeinnovation.com/Green for more information. SUSTAINABLE Certified Sourcing FORESTRY INITIATIVE www.sfiprogram.org SFI-00007 Home Innovation NGBS GREEN CERTIFIED., RESOURCE EFFICIENCY INDOOR ENVIRONMENTAL QUALITY Product Warranty Blue Ribbon® OSB is covered by a Lifetime Limited Warranty. For terms and conditions, please refer to our Lifetime Limited Warranty available at www.builditbetter.com. International Shipping To prevent the introduction and spread of plant pests, ISPM 15: International Standards for Phytosanitary Measures, requires that internationally shipped solid wood pallets be debarked, treated with heat or fumigated with methyl bromide, and marked with a seal of compliance. Pallets made with engineered wood, including Blue Ribbon OSB, are exempt from ISPM 15 regulations. This is because the process of manufacturing engineered wood destroys any live organisms in the wood. (Source: "Boxes, Crate and Reel Manufactuing;' www. PerformancePanels. com) Formaldehyde Emissions Blue Ribbon OSB contains no added urea formaldehyde resins. PS 1 and PS 2 structural panels are exempt from testing by the California Air Resources Board (CARB) in the Composite Wood Air Toxic Control Measure (A TCM) and phenolic bonded structural panels are exempt from testing or monitoring by HUD in the Manufactured Home Construction and Safety Standards. Manufacturing Locations APA Mill Zip Harvest Location Number Code Radius Allendale, SC 531 29827 50 miles Brookneal, VA 451 24528 100 miles Clarendon, SC 532 29001 80 miles Englehart, ONT, CA 530 POJ 1 HO 50 miles Fordyce, AR 475 71742 100 miles Hosford, FL 500 32334 75 miles ,dd%. Georgia-Pacific Georgia-Pacific Wood Products Blue Ribbon, Georgia-Pacific and the Blue Ribbon and Georgia-Pacific logos are trademarks owned by or 133 Peachtree St., N.E. licensed to Georgia-Pacific Wood Products LLC. APA is a registered trademark of APA -The Engineered Wood Atlanta, GA 30303 Association. Sustainable Forestry Initiative, SFI, and SFI logo are trademarks of Sustainable Forestry Initiative, Inc. The Home Innovation NGBS Green Certified logo is a trademark of Home Innovation Research Labs. 800-284-5347 www.builditbetter.com 02015 Georgia-Pacific Wood Products LLC. All rights reserved. Rev. 2/15 GP -TM Lit. Item #512105. Georgia-Pacific DensGlass® Sheathing Manufacturer Georgia-Pacific Gypsum Georgia-Pacific Canada 133 Peachtree Street 2180 Meadowvale Boulevard, Suite 200 Atlanta, GA 30303 Mississauga, ON L5N 5S3 Technical Service Hotline: 1-800-225-6119 Description DensGlass® Sheathing is a gypsum panel made of a treated, water-resistant core, surfaced with fiberglass mats and a GOLD colored primer coating. Providing superb protection from the elements, DensGlass Sheathing is resistant to delamination and deterioration due to weather exposure—even during construction delays that last as long as twelve months after installation and are backed by a limited warranty against delamination and deterioration for up to 12 months of exposure to normal weather conditions * DensGlass Sheathing panels are also mold -resistant, and have scored a 10, the highest level of performance for mold resistance under ASTM D3273 test method. DensGlass Sheathing exhibits a dimensional stability that assures resistance to warping, rippling, buckling and sagging for a flat and even substrate and is noncombustible as defined and tested in accordance with ASTM E136 or CAN/ULC S114. Since DensGlass Sheathing is strong in both directions, it may be installed either parallel or perpendicular to wall framing members (always follow specific assembly installation instructions). Primary Uses Because of the superior performance of DensGlass Sheathing, it is specified for exterior walls, ceilings and soffits in a wide variety of applications. These include exterior insulation and finish systems (EIFS); cavity brick or stone veneer applications; cladding such as wood siding, vinyl siding, composition siding, wood shingles, shakes, conventional stucco systems, plywood siding panels; and interior finish systems that require a substrate panel with superior fire and moisture resistance. For EIFS applications, DensGlass Sheathing is an ideal substrate for adhesive or mechanical application of expanded polystyrene or extruded polystyrene insulation, and is recommended in all climate zones. Manufacturers of water and air resistive barriers, which include attached flexible membranes, self -adhered membrane and liquid applied, have found DensGlass Sheathing to be a suitable substrate for their systems. DensGlass Sheathing is an ideal product for exterior ceilings and soffits for both cold and warm climate zones. It resists sagging, even under exceptionally humid conditions. Panels are applied directly to structural framing. Surface and joints may be finished and painted, or surfaced with an exterior finish system. Limitations DensGlass Sheathing is resistant to normal weather conditions, but it is not intended for immersion in water. Cascading roof/floor water should be directed away from the sheathing until appropriate drainage is installed. Avoid any condition that will create moisture in the air and condensation on DensGlass Sheathing. The use of forced air heaters creates volumes of water vapor which, when not properly vented, can condense on building materials. The use of these heaters and any resulting damage is not the responsibility of Georgia-Pacific Gypsum. Consult heater manufacturer for proper use and ventilation. * For complete warranty details, visit www.gpgypsum.com. Submittal Approvals Job Name Contractor Date Technical Service Hotline 1.800.225.6119 or www.gpgypsum.com When DensGlass Sheathing panels are used in slanted wall applications, that portion of the wall must be temporarily protected from the elements. Do not allow water to pond or settle on sheathing. Also, exposed wall ends must be covered to prevent water from infiltrating the cavity. Georgia-Pacific Gypsum does not warrant and is not responsible or liable for the performance of the cladding or exterior systems applied over DensGlass Sheathing. The suitability and compatibility of any system is the responsibility of the system manufacturer or design authority. Do not laminate masonry surfaces to DensGlass Sheathing; use furring strips or framing. DensGlass Sheathing is not intended for roof applications. For roof applications, consult our DensDeck® Roof Board brochure. DensGlass Sheathing is not intended for interior or exterior tile applications. For interior tile applications, consult our DensShield® Tile Backer brochure. DensGlass Sheathing should not be used in lieu of plywood where required. Do not apply DensGlass Sheathing below grade. For all installations, design details such as fasteners, sealants and control joints per system specifications must be properly installed. Openings and penetrations must be properly flashed and sealed. Failure to do so will void the warranty. Do not use DensGlass Sheathing as a base for nailing or mechanical fastening. Fasteners should be flush to the face of the board, not countersunk. Technical Data DensGlass Sheathing is noncombustible as described and tested in accordance with ASTM E136 or CAN/ULC S114. DensGlass Sheathing exceeds ASTM C1396 sheathing standards for humidified deflection by a factor of 10 in tests over the standard for regular gypsum sheathing. 5/8" (15.9 mm) DensGlass® Fireguard® Sheathing is UL and ULC classified Type DGG. DensGlass Sheathing is manufactured to meet ASTM C1177. Flame spread and smoke develop rating of 0/0 when tested in accordance with ASTM E84 or CAN/ULC S102. Handling and Use—CAUTION This product contains fiberglass facings which may cause skin irritation. Dust and fibers produced during the handling and installation of the product may cause skin, eye and respiratory tract irritation. Avoid breathing dust and mini- mize contact with skin and eyes. Wear long sleeve shirts, long pants and eye protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/ MSHA approved respirator as appropriate in dusty or poorly ventilated areas. Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo or call 1-404-652-5119. Product Data Thicknesses: 1/2"(12.7 mm); 5/8" (15.9 mm) is Type X (ASTM C1177) Width: 4' (1220 mm) standard, tolerance up to t 1/8" (3.2 mm) Lengths: 8' (2438 mm), 9' (2743 mm) or 10' (3048 mm) standard Edges: Square ' �� continued—­-0- D' ontinued—► Georgia-Pacific DensGlass® Technical Service Hotline 1.800.225.6119 or Sheathing www.gpgypsum.com ical Width, nominal 4'0219 mm) ± 1/8" (3 mm) 4' (1219 mm) ± 1/8" (3 mm) Length, standard 8'(2440 mm), 9' (2743 mm), 8'(2440 mm), 9' 12743 mm), 10' (3048 mm), ± 1/4" (6 mm) 10' (3048 mm), ± 1/4" (6 mm) Weight, nominal, lbs./sq. ft. (Kg/M2) 1.9(g) 2.5(12) Edges Square Square Bending radius' 6'(1829 mm) 8' (2438 mm) Racking strength', lbs./ft. (dry) (N/m), Ultimate -not design value >540(7878) >654(9544) Flexural strength' A, parallel, Ibf. (N), 4' weak direction 280(356) 2100 (445) Compressive strength min. 500 psi (3445 kPa) min. 500 psi (3445 kPa) Humidified deflection' 4 <2/8" (6 mm) <1/8" (3 mml Permeancez, Perms (ng/Pa•s•mz) >23 (13 00) >17 (970) R Value 3, ft'-'F-hr/BTU (mz•K/W) .56 (0.099) .67 (0.118) Combustibility' Noncombustible Noncombustible Linear expansion with moisture change, in/in %RH (mm/mm %RH)9 6.25 x 10.6 6.25 x 10-6 Surface burning characteristics per ASTM E84 or CAN/ULC S102: flame spread/smoke developed 0/0 0/0 Coefficient of thermal expansion, 8.5x 10.6 8.5 x 101 in/in/°F (mm/mm/°C) (15.3 x 10-1)9 (15.3 x 10-99 Tested in accordance with ASTM C473 a Double fasteners on ends as needed z Tested in accordance with ASTM E96 (dry cup method) e Tested in accordance with ASTM E72 ' Tested in accordance with ASTM C518 (heat flow meter) As defined and tested in accordance with ASTM E136 or CAN/ULC S114 Specified values perASTM C1177 a As stated by Gypsum Association GA -235 a Tested in accordance with ASTM EP28-85 Georgia-Pacific Gypsum U.S.A. Georgia-Pacific Gypsum LLC Georgia-Pacific Gypsum II LLC Canada Georgia-Pacific Canada LP SALES INFORMATION AND ORDER PLACEMENT U.S.A. West: 1-800-824-7503 Midwest: 1-800-876-4746 South Central: 1-800-231-6060 Southeast: 1 -BW -327-2344 Northeast: 1-800-947-4497 CANADA Canada Toll Free: 1 -800-387-6823 Quebec Toll Free: 1-800-361-0486 TECHNICAL INFORMATION U.S.A. and Canada: 1-800-225-6119, www.gpgypsum.com 02014 Georgia-Pacific Gypsum LLC. All rights reserved. 1/14. GP -TM Lit. Item #532250. TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific Gypsum LLC. WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this product, please go to www.gpgypsum.com and select the product for warranty information. All sales of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com. UPDATES AND CURRENT INFORMATION The information in this document may change without notice. Visit our website at www.gpgypsum.com for updates and current information. CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfo or call 1-800-225-6119. FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or labeling a product as having a one-hour, two-hour, or any other fire resistance or protection rating and, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that either a particular assembly/system incorporating the product, or any given piece of the product itself, will necessarily provide one-hour fire resistance, two-hour fire resistance, or any other specified fire resistance or protection in an actual fire. In the event of an actual fire, you should immediately take any and all actions necessary for your safety and the safety of others without regard for any fire rating of any product or assembly/system. I MBA METAL FRAMING Sales: ( 888) 248-8076 Fax: w7)680-7883 wwww. mbmbastuds.com — Submittal Data Structural Stud Member Designator 60OS200-43 15 PSI Y Coating CP60 25 pd Physical Properties Section in oft L/120 L/240 Design Thickness 0.0451 in L/360 L/600 Web I _ _ _'_ ____ X Mil 43 mil L/240 U360 Width I Gauge 18 Gauge 41'3" 37'6" 32'9" 32-9" 29' 9" 26-0" j Web Width 6.00 in 161" 157' 13'3" 20'7' 18' 9" 16' 4" 18' 0" 16'4' 14'3' Flange Width 2.00 in 16'8" 15'2" 131' 14'1" 12'9' 117' j = Stiffening Lip Stiffening Lip 0.625 in -Hang Yield Strength 33 ksi Width Area Weight Lx Sx Rx ly Ry 1 s Gross Properties Z (in4l 3fini 4 _ -- 40 psf 50 psf L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 0.492 1.67 2.683 0.894 2.335 0.268 0.739 15' 9" 141' 12'6" 13'3" 12' 0" 10'6" Ix Sx Ma Vag 161' 14'10" 131' 141" 13' 0" 11'4" Effective Properties (in 4) (in 3) in -k) (lb)4.0 2.683 0.873 17.24 1416 1 xi000 3CW Xo m Ro Q i Torsional Properties fin') 6 0.334 2.033 -1.446 0.894 2.844 0.742 Structural Punch Limiting Wall Heights — Curtain Wall General Notes 1. Physical properties and load tables have been calculated in conformance with the 2001 NASPEC for the Design of Cold -Formed Steel Structural Members, including the 2004 Supplement, and the IBC 2006, unless noted otherwise. 2. All structural framing members have a protective coating conformingto ASTM C 955. 3. Reference ASTM specification A 1003/A 1003 M table 1 forthe universe of allowable coatingsfor light gauge steel framing. 4. Stud/joists are manufactured to custom lengths. Stud/joists are manufactured with punched webs unless otherwise specified at time of order. 5. Track is produced in standard lengths of 10 feet unless a custom track length is indicated. Track is manufactured with unpunched webs. 6. Structural framing members are marked with product information per the requirements of ASTM C 955 section 12. 7. All delivered material must be kept dry, preferably by being stored inside a building under a roof. If it is necessary to store material outside, it must be stacked off the ground, properly supported on a level platform, and fully protected from the weather. Reference ASTM C 754 section 8 and ASTM C 1007 section 4. LEED Green Building Credits MR Credit 2: Construction Waste Management— MBA steel framing is 100% recyclable. MR Credit 4: Recycled Content— MBA steel framing is formed from no less than 25.5% post-consumerand 6.8% pre -consumer recycled content. MR Credit 5: Regional Materials— MBA has ma nufactu ring facilities in multiple states. MBA For more information, please call (888) 248-8076 iy�fyThe information contained herein supersedes any and all previous information, effective 6/1/09 METAL FRAMING Spadng 5 Pd 15 PSI 20 psf 25 pd Section in oft L/120 L/240 U360 L/240 L/360 L/600 L/140 1./360 L/600 L/240 U360 11600 60OS200-43 60OS200-43 60OS200-43 12 16 24 41'3" 37'6" 32'9" 32-9" 29' 9" 26-0" 287' 26' 0" 22' 8" 221' 207' 18' 0" 19,101, 18' 0" 15'9" 161" 157' 13'3" 20'7' 18' 9" 16' 4" 18' 0" 16'4' 14'3' 157' 13'9" 12'0" 19' 1" 17'4" 15'2" 16'8" 15'2" 131' 14'1" 12'9' 117' Section Spadng inox- 30 Pd 35 psf 40 psf 50 psf L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 600520043 6005200-43 6005200-43 12 16 24 18'0" 16' 4" 141" 15' 9" 141' 12'6" 13'3" 12' 0" 10'6" 171" 15'6" 13'7" 14'11" 137' 11,101, 12'7" 11' 5" 10' 0" 161' 14'10" 131' 141" 13' 0" 11'4" 12'0" 10,111, TV 157' 13'9" 12' 0" 13'3" 12' 0" 10'6" 117' 10'2' 8' 10" General Notes 1. Physical properties and load tables have been calculated in conformance with the 2001 NASPEC for the Design of Cold -Formed Steel Structural Members, including the 2004 Supplement, and the IBC 2006, unless noted otherwise. 2. All structural framing members have a protective coating conformingto ASTM C 955. 3. Reference ASTM specification A 1003/A 1003 M table 1 forthe universe of allowable coatingsfor light gauge steel framing. 4. Stud/joists are manufactured to custom lengths. Stud/joists are manufactured with punched webs unless otherwise specified at time of order. 5. Track is produced in standard lengths of 10 feet unless a custom track length is indicated. Track is manufactured with unpunched webs. 6. Structural framing members are marked with product information per the requirements of ASTM C 955 section 12. 7. All delivered material must be kept dry, preferably by being stored inside a building under a roof. If it is necessary to store material outside, it must be stacked off the ground, properly supported on a level platform, and fully protected from the weather. Reference ASTM C 754 section 8 and ASTM C 1007 section 4. LEED Green Building Credits MR Credit 2: Construction Waste Management— MBA steel framing is 100% recyclable. MR Credit 4: Recycled Content— MBA steel framing is formed from no less than 25.5% post-consumerand 6.8% pre -consumer recycled content. MR Credit 5: Regional Materials— MBA has ma nufactu ring facilities in multiple states. MBA For more information, please call (888) 248-8076 iy�fyThe information contained herein supersedes any and all previous information, effective 6/1/09 METAL FRAMING I Sales: ( 8886 0-7 8 MBAFax: (847)680-7883 METAL F Submittal Data — Drywallto Fi A M ! tV G www.mbastuds.com Member Designator 362P5125-19 y Coating G60 Ix (in4)(in) Physical Properties Iv (in 4) Design Thickness 0.020 in 0.132 0.45 0.266 1.420 0.027 Mil 19 mil Web ! + T x Gauge 20 Gauge i Width I Web Width 3.625 in ! f Flange Width 1.25 in i j Stiffening Lip 0.315 in j Yield Strength 65 ksi l - Stiffening Lip I L/240 L/360 L/120 Flange L/3W Width Gross Properties Area (int) Weight (Ibtft) Ix (in4)(in) Rx Iv (in 4) Ry (in) 0.132 0.45 0.266 1.420 0.027 0.454 Effective Properties Ae (int) IX (in4) SX (in3)(in-lbs) MA Vag (lb) Vanet (lb) Composite Limiting Wall Heights (5/8" 0.048 0.254 0.080 3103 203 189 Torsional Properties Jx1000 Cw Xo 4 s (in) (in) (in) Ro (in) 5 psf 0.01757 0.072 -0.876 1.729 0.743 7.5 psf Composite Limiting Wall Heights (5/8" Type X Generic Gypsum 1.75" 0.5" 0.75 Keyhole Punch Board) General Notes 1. Physical properties and load tables have been calculated based on AISI S100-07, NASPEC for Design of Cold -Formed Steel Structural Members. 2. Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI A7.2. 3. Allowable moment includes cold -work of forming. 4. Tabulated gross properties, including torsional properties, are based on full -unreduced cross section of the studs (away from punchouts) & tracks. 5. Allowable moment is taken as the lowest value based on local or distortional buckling. Distortional buckling strength is based on a k -phi = 0. 6. Drywall framing members have a protective coating conforming to ASTM spec A 653/A 653M, G-40 min, or equivalent corrosion resistance. 7. Reference ASTM specification A 1003/A 1003 M table 1 for the universe of allowable coatings for light gauge steel framing. 8. Drywall framing members are marked with product information per the requirements of ASTM C 645 section 14. 9. All delivered material must be kept dry. If it is necessary to store material outside, it must be stacked off the ground, properly supported on a level platform, and fully protected from the weather. Reference ASTM C 754 section 8 and ASTM C 1007 section 4. 10. Drywall framing [nonstructural 25 gauge, 22 gauge and 20 gauge] is not permitted in load bearing (i.e. axial load greater than 200 lbs.) or exterior applications (i.e. transverse load greater than 10 PSF). Reference ASTM C 645 section 3.2.2. LEED Green Building Credits MR Credit 2: Construction Waste Management—MBA steel framing is 100% recyclable. MR Credit 4: Recycled Content— MBA steel framing is formed from no less than 25.5% post -consumer and 6.8% pre -consumer recycled content. MR Credit 5: Regional Materials — MBA has manufacturing facilities in multiple states. MBA For more information, please call (888) 248-8076 y The information contained herein supersedes any and all previous information, effective 4/8/12 METAL FRAMING spacing 5 psf 7.5 psf 10 psf 15 psf Member (inches) L/120 I L/240 L/360 L/120 I L/240 L/360 L/120 L/240 L/3W L/120 I L/240 L/360 12 2313" 18'5" 161" 20'4" 16'V'_ 14'1" 18'5" 14'8" 12'10" 121711 f 12' 7" f 111111 362PS125-19 16 21'1" 16' 9" 14'8" 18'5" 14'8" 12' 10" 16'7" f 13'4" 11'7" 10' 11" f 10'11" f 9' 11" 24 18'5" 14'8" 12' 10" 15'8" f 12'10" 11'1" 13'7" f 11'7" 9'11" 8'11" f 8'11" f 816" General Notes 1. Physical properties and load tables have been calculated based on AISI S100-07, NASPEC for Design of Cold -Formed Steel Structural Members. 2. Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI A7.2. 3. Allowable moment includes cold -work of forming. 4. Tabulated gross properties, including torsional properties, are based on full -unreduced cross section of the studs (away from punchouts) & tracks. 5. Allowable moment is taken as the lowest value based on local or distortional buckling. Distortional buckling strength is based on a k -phi = 0. 6. Drywall framing members have a protective coating conforming to ASTM spec A 653/A 653M, G-40 min, or equivalent corrosion resistance. 7. Reference ASTM specification A 1003/A 1003 M table 1 for the universe of allowable coatings for light gauge steel framing. 8. Drywall framing members are marked with product information per the requirements of ASTM C 645 section 14. 9. All delivered material must be kept dry. If it is necessary to store material outside, it must be stacked off the ground, properly supported on a level platform, and fully protected from the weather. Reference ASTM C 754 section 8 and ASTM C 1007 section 4. 10. Drywall framing [nonstructural 25 gauge, 22 gauge and 20 gauge] is not permitted in load bearing (i.e. axial load greater than 200 lbs.) or exterior applications (i.e. transverse load greater than 10 PSF). Reference ASTM C 645 section 3.2.2. LEED Green Building Credits MR Credit 2: Construction Waste Management—MBA steel framing is 100% recyclable. MR Credit 4: Recycled Content— MBA steel framing is formed from no less than 25.5% post -consumer and 6.8% pre -consumer recycled content. MR Credit 5: Regional Materials — MBA has manufacturing facilities in multiple states. MBA For more information, please call (888) 248-8076 y The information contained herein supersedes any and all previous information, effective 4/8/12 METAL FRAMING 6 Documents Rudy Spandler rudypyramid@msn.com 2017-10-02 General Contractor: Pyramid Construction, LLC Senergy 0 Senergy Senerflex° Classic PB Wall System — Section 072413 Polymer -Based Exterior Insulation and Finish System providing a primary barrier moisture control INTRODUCTION This specification has been assembled to enable the design professional to select or delete sections to suit the project requirements and is intended to be used in conjunction with Senergy® typical details, product bulletins, technical bulletins, etc. DESIGN RESPONSIBILITY It is the responsibility of both the specifier and the purchaser to determine if a product is suitable for its intended use. The designer selected by the purchaser shall be responsible for all decisions pertaining to design, detail, structural capability, attachment details, shop drawings and the like. The Wall Systems business of BASF Corporation (herein referred to as "BASF Wall Systems") has prepared guidelines in the form of specifications, typical application details, and product bulletins to facilitate the design process only. BASF Wall Systems is not liable for any errors or omissions in design, detail, structural capability, attachment details, shop drawings or the like, whether based upon the information provided by BASF Wall Systems or otherwise, or for any changes which the purchasers, specifiers, designers or their appointed representatives may make to BASF Wall Systems published comments. DESIGNING AND DETAILING A SENERFLEX CLASSIC PB WALL SYSTEM General: The system shall be installed in strict accordance with current recommended published details and product specifications from the system's manufacturer. A. Wind Load: 1. Maximum deflection not to exceed L/240 of span under positive or negative design loads unless otherwise approved in writing by BASF Wall Systems before installation. 2. Design for wind load in conformance with local code requirements. B. Substrate Systems: 1. Acceptable substrates are: PermaBase® Cement Board and other cement -boards conforming with ASTM C1325 (Type A -exterior); poured concrete/unit masonry; ASTM C1177 type sheathings, including, Weather Defense T^^ Platinum sheathing, GreenGlasse sheathing, eXP� sheathing, GlasRo& sheathing, Securock— glass -mat sheathing, and DensGlasse exterior sheathing; gypsum sheathing (ASTM C79/C1396); Exposure I or exterior plywood (Grade CID or better); or Exposure I OSB. 2. Painted and otherwise coated surfaces of brick, unit masonry, stucco and concrete shall be inspected and prepared as approved by BASF Wall Systems before application. Other substrates shall be approved by the system's manufacturer in writing prior to the application. The applicator shall verify that the proposed substrate is acceptable prior to the SENERFLEX CLASSIC PB Wall System installation. 3. The substrate systems shall be engineered with regard to structural performance by others. C. Moisture Control: 1. Prevent the accumulation of water behind the EIFS, either by condensation or leakage through the wall construction, in the design and detailing of the wall assembly. a. Provide flashing to direct water to the exterior where it is likely to penetrate components in the wall assembly, including, above window and door heads, beneath window and door sills, at roof/wall intersections, decks, abutments of lower walls with higher walls, above projecting features, and at the base of the wall and anywhere else required by local code. b. Air Leakage Prevention: Provide continuity of air barrier system at foundation, roof, windows, doors and other penetrations through the system with connecting and compatible air barrier components to minimize condensation and leakage caused by air movement. c. Vapor Diffusion and Condensation: Perform a dew point analysis of the wall assembly to determine the potential for accumulation of moisture in the wall assembly as a result of water vapor diffusion and condensation. Adjust insulation thickness and/or other wall assembly components accordingly to minimize the risk of condensation. Avoid the use of vapor retarders on the interior side of the wall in warm, humid climates. 13 MBAnF We create chemistry Senerflex Classic PB Wall System D. Impact Resistance: 1. Provide ultra-high impact resistance to a minimum height of 1.8m (6'- 0") above finished grade at all areas accessible to pedestrian traffic and other areas exposed to abnormal stress or potential impact. Indicate the areas with impact resistance requirements other than "standard" on contract drawings. E. Color Selection: 1. The use of dark colors must be considered in relation to wall surface temperature as a function of local climate conditions. Select Finish Coat color with a light reflectance value (LRV) of 20% or higher. The use of dark colors (LRV less than 20%) is not recommended with EIF Systems that incorporate expanded polystyrene (EPS). EPS has a sustained service temperature limitation of approximately 71°C (1600F). F. System Joints: 1. Expansion joints in the system are required at building expansion joints, at prefabricated panel joints, floor lines of wood frame construction, where substrates change, terminations at dissimilar materials and where structural movement is anticipated. It is the sole responsibility of the project design team, including the architect, engineer, etc., to ultimately determine specific expansion joint placement, width and design. Detail specific locations in construction drawings. 2. Sealant joints are required at all penetrations through the SENERFLEX CLASSIC PB (windows, doors, etc.) 3. Specify compatible closed cell backer rod and acceptable sealant that has been evaluated in accordance with ASTM C 1382, "Test Method for Determining Tensile Adhesion Properties of Sealants When Used in Exterior Insulation and Finish System (EIFS) Joints," and that meets minimum 50% elongation after conditioning. 4. The system must be properly terminated (back -wrapped a min. of 2", properly sealed, flashed) at all penetrations, lighting fixtures, electrical outlets, hose bibs, dryer vents, etc. G. Trim, Projecting Architectural Features: (NOTE TO SPECIFIER: Installation of the Senergy Wall System outside the slope guidelines referenced in this specification may still qualify for a standard warranty; however, low sloping EIFS conditions are subject to extreme heat, increased maintenance and premature deterioration of the system. Any deleterious effects caused by the lack of slope will not be the responsibility of BASF Wall Systems. Senergy Wall Systems were designed and tested to be applied to vertical surfaces. The design professional has the option to build according to his/her project needs. The design professional must also consider geography, climate, building orientation, wall orientation and adjacent building components when designing with EIFS. The slope guidelines referenced below are provided to offer assistance to the owner and/or design professional. Final design of any building is the responsibility of the design professional.) 1. Minimum slope for all projections shall be 1:2 (270) with a maximum length of 30.5 cm (12") [e.g. 15 cm in 30.5 cm (6" in 12")]. Increase slope for northern climates to prevent accumulation of ice/snow on the surface. H. Coordination with other trades: 1. Evaluate adjacent materials such as windows, doors, etc. for conformance to manufacturer's details. Adjacent trades shall provide scaled shop drawings for review. 2. Air Seals at any joints/gaps between adjoining components (penetrations, etc.) are of primary importance to maintain continuity of an air barrier system and must be considered by the design professional in the overall wall assembly design. Install air seals between the primary Air/Water Resistive barrier and other wall components (penetrations, etc.) in order to maintain continuity of an air barrier system. 3. Provide site grading such that SENERFLEX CLASSIC PB terminates a minimum of 203mm (8") above finished grade or as required by code. 4. Install copings and sealant immediately after installation of the SENERFLEX CLASSIC PB and when Senergy coatings are completely dry. Senerflex Classic PB Wall System TECHNICAL INFORMATION Consult BASF Wall Systems' Technical Services Department for specific recommendations concerning all other applications. Consult the Senergy website, www.senergy.basf.com, for additional information about products, systems and for updated literature. Senerflex Classic PB Wall System PART 1 —GENERAL NOTE TO SPECIFIER: Items in blue/underlined indicate a system option or choice of options. Throughout the specification, delete those which are not required or utilized 1.01 SECTION INCLUDES A. Refer to all drawings and other sections of this specification to determine the type and extent of work therein affecting the work of this section, whether or not such work is specifically mentioned herein. B. SENERFLEX CLASSIC PB Wall System: Composite wall EIFS consisting of adhesive, rigid insulation, base coat, reinforcing mesh, and finish coat. C. Senergy products are listed in this specification to establish a standard of quality. Any substitutions to this specification shall be submitted to and receive approval from the Architect at least 10 days before bidding. Proof of equality shall be borne by the submitter. D. The system type shall be SENERFLEX CLASSIC PB Wall System as manufactured by BASF Corporation - Wall Systems, Jacksonville, Florida. 1.02 RELATED SECTIONS A. Section 03 00 00 Concrete substrate B. Section 04 00 00 Masonry substrate C. Section 05 40 00 Cold -formed metal framing D. Section 06 11 00 Wood framing E. Section 06 16 00 Wood sheathing F. Section 07 27 00 Air barriers G. Section 07 62 00 Sheet Metal Flashing and Trim H. Section 07 65 00 Flexible flashing I. Section 07 90 00 Joint protection J. Section 08 00 00 Openings K. Section 09 22 00 Supports for plaster and gypsum board L. Section 09 22 16 Non-structural metal framing M. Section 09 29 00 Gypsum board 1.03 DEFINITIONS A. Exterior Insulation and Finish System: Exterior assembly comprised of rigid insulation, adhesive, base coat, reinforcing mesh, and finish coat. B. Class PB Systems: A class of EIFS where the Base Coat varies in thickness depending upon the number of layers or thickness of Reinforcing Mesh. The reinforcing material is glass fiber mesh, which is embedded into the base coat at the time of installation. The base coat shall be applied to achieve reinforcing mesh embedment with no reinforcing mesh color visible, nominal 1.6 mm (1/16"). Protective finish coats, of various thicknesses, in a variety of textures and colors, are applied over the base coat. 1.04 SUBMITTALS A. Submit under provisions of Section f01 33 001 N. B. Product Data: Provide data on SENERFLEX CLASSIC PB materials, product characteristics, performance criteria, limitations and durability. C. Code Compliance: Provide manufacturer's applicable code compliance report. D. Samples: Submitltwol f x 1 fmillimeterl finchl size samples of SENERFLEX CLASSIC PB illustrating Finish Coat [custom] color and texture range. E. Certificate: System manufacturer's approval of applicator. F. Sealant: Sealant manufacturer's certificate of compliance with ASTM C1382. G. System manufacturer's current specifications, typical details, system overview and related product literature which indicate preparation required, storage, installation techniques, jointing requirements and finishing techniques. 1.06 QUALITY ASSURANCE A. Manufacturer: More than 10 years in the EIFS industry, with more than 1000 completed EIFS projects. B. Applicator: Approved by BASF Wall Systems in performing work of this section. Senerflex Classic PB Wall System C. Regulatory Requirements: Conform to applicable code requirements for exterior insulation and finish system. D. Field Samples: 1. Provide under provisions of Section r01 43 361 [01 43 391. 2. Construct one field sample panel for each color and texture, [xl rmetersl rfeetl in size of system materials illustrating method of attachment, surface Finish, color and texture. 3. Prepare each sample panel using the same tools and techniques to be used for the actual application. 4. Locate sample panel where directed. 5. Accepted sample panel [mayl [may notl remain as part of the work. 6. Field samples shall be comprised of all wall assembly components including substrate, insulation board, base coat, reinforcing mesh, primer (if specified), finish coat, and typical sealant/flashing conditions. E. Testing: 1. SENERFLEX CLASSIC PB and Component Performance: TEST METHOD CRITERIA RESULTS Transverse Wind -load ASTM E330 Steel stud framing (20 gauge) Average ultimate loads': 24"o.c., 7/16" wood sheathing or - 3318 Pa (- 69 psf) STM C1396 or C1177 gypsum + 4328 Pa (+ 90 psf) sheathing, Senergy Adhesive, 3/4" expanded polystyrene insulation board, Senergy Base Coat, FLEXGUARD 4 REINFORCING MESH, Senergy Finish. Transverse Wind -load ASTM E330 Steel stud framing (18 gauge) Average ultimate loads': 24"o.c., 7/16" wood sheathing or - 4328 Pa (- 90 psf) STM C1396 or C1177 gypsum + 4328 Pa (+ 90 psf) sheathing, Senergy Adhesive, 3/4" expanded polystyrene insulation board, Senergy Base Coat, FLEXGUARD 4 REINFORCING MESH, Senergy Finish. Transverse Wind -load ASTM E330 Steel stud framing (18 gauge) Average ultimate loads': 16"o.c., ASTM C1396 or C1177 - 7790 Pa (- 162 psf) gypsum sheathing, metal lath, + 7790 Pa (+ 162 psf) Senergy Adhesive, 3/4" expanded polystyrene insulation board, Senergy Base Coat, FLEXGUARD 4 REINFORCING MESH, Senergy Finish. Transverse Wind -load ASTM E330 Wood stud framing (2x4), 24"o.c., Average ultimate loads': 7/16" wood sheathing or ASTM - 4328 Pa (- 90 psf) C1396 or C1177 gypsum + 4328 Pa (+ 90 psf) sheathing, Senergy Adhesive, 3/4" expanded polystyrene insulation board, Senergy Base Coat, FLEXGUARD 4 REINFORCING MESH, Senergy Finish. Transverse Wind -load ASTIVI E330 Concrete or masonry, designed Average ultimate Ioads2: per applicable code, Senergy - 8992 Pa (-187 psf) Adhesive, 1" expanded + is limited to capacity of the concrete or polystyrene insulation board, masonry substrate Senergy Base Coat, FLEXGUARD 4 REINFORCING MESH, Senergy Finish. Tensile Bond ASTM Minimum 103 kPa (15 psi) Pass C297/E2134 Water Penetration ASTM E 331 No water penetration after 2 hours Pass @ 300 Pa (6.24 psf) Radiant Heat Exposure NFPA 268 No ignition at 20 minutes Met test criteria with 13" thick EPS insulation. Fire Endurance ASTM E119 Maintain fire resistance of existing 1 hour rating with maximum 4" thick EPS rated assembly insulation Intermediate Scale Multi- NFPA 285 / UBC 1. Resist flame propagation over Met test criteria with 13" thick EPS insulation. story Fire Test Standard 26-9 the exterior surface 2. Resist verticals read of flame Senerflex Classic PB Wall System ' No failure in the Senergy materials; failure in framing and/or sheathing connections 2 No failure in the Senergy materials, test was stopped at this pressure 2. Reinforcing Mesh Testing and Impact Resistance TEST METHOD within combustible RESULTS Alkali Resistance of ASTM E 2098 core/component of panel from one Pass (all mesh) Reinforcing Mesh story to the next Date County Impact Test Protocol 201 -Large 3. Resist vertical spread of flame Passed with various wall assemblies FLEXGUARD 4 ASTM E2486 over the interior surface from one Pass (formerly EIMA story to the next 101.86 4. Resist lateral spread of flame INTERMEDIATE 6 ASTM E2486 from the compartment of fire origin Pass (formerly EIMA to adjacent spaces Surface Burning ASTM E84 / UL Flame spread < 25 All components of the system meet Class A INTERMEDIATE 12 723 Smoke developed < 450—performance FS < 25; SD < 450 Abrasion Resistance ASTM D968 No Cracking or loss of film integrity Finish Coat not worn through after 686 liters of 101.86 at 528 qt. 500L of sand failing sand Accelerated Weathering ASTM G 153 No deleterious effects after 2000 Pass FLEXGUARD 4 former) G23 hours. Accelerated Weathering ASTM G 154 No deleterious effects after 2000 Pass - No deleterious effects after 7500 STRONG 15 & former) G53 hours. hours. Freeze -Thaw ASTM C67, No deleterious effects after 60 Pass E2485 Method A cycles Mildew Resistance Mil Std 810B No fungus growth after 28 days Pass FLEXGUARD 4 Method 508 Salt Fog Resistance ASTM 13117 No deleterious effects after 300 Pass hours Water Resistance of ASTM D 2247 No deleterious effects after 14 Pass Coating in 100% R.H. days exposure ' No failure in the Senergy materials; failure in framing and/or sheathing connections 2 No failure in the Senergy materials, test was stopped at this pressure 2. Reinforcing Mesh Testing and Impact Resistance TEST METHOD CRITERIA RESULTS Alkali Resistance of ASTM E 2098 Greater than 120 pli (21 dN/CM) Pass (all mesh) Reinforcing Mesh retained tensile strength Date County Impact Test Protocol 201 -Large & Small Missile Passed with various wall assemblies FLEXGUARD 4 ASTM E2486 25-49 inch -lbs. (2.8-5.6 j) Pass (formerly EIMA 101.86 INTERMEDIATE 6 ASTM E2486 25-49 inch -lbs. (2.8-5.6j) Pass (formerly EIMA 101.86 INTERMEDIATE 12 ASTM E2486 50-89 inch -lbs. (5.7-10.1 j) Pass (formerly EIMA 101.86 INTERMEDIATE 12 & ASTM E2486 90-150 inch -lbs. (10.2-17.0 j) Pass FLEXGUARD 4 (formerly EIMA 101.86 STRONG 15 & ASTM E2486 150 inch -lbs. (17 j) Pass FLEXGUARD 4 (formerly EIMA 101.86 HI -IMPACT 20 & ASTM E2486 150 inch -lbs. (17 j) Pass FLEXGUARD 4 (formerly EIMA 101.86 1.06 DELIVERY, STORAGE AND HANDLING A. Deliver, store and handle products under provisions of Section r01 66 001 r 1. B. Deliver SENERFLEX CLASSIC PB materials in original unopened packages with manufacturer's labels intact. C. Protect SENERFLEX CLASSIC PB materials during transportation and installation to avoid physical damage. D. Store SENERFLEX CLASSIC PB materials in cool, dry place protected from freezing. Store at no less than 4°C/40°F (10°C/50°F for AURORA STONE, AURORA TC -100 and ALUMINA Finish). E. Stack insulation board flat, a minimum of 30.5 cm (12") above the ground, and protected from the sun. F. Store SENERFLEX CLASSIC PB Reinforcing Mesh, SHEATHING FABRIC and WS FLASH/WS WRAP flexible flashing in cool, dry place protected from exposure to moisture. Senerf'lex Classic PB Wall System 1.07 PROJECT/SITE CONDITIONS A. Do not apply SENERFLEX CLASSIC PB in ambient temperatures below 40C/400F (10°C/50°F for AURORA STONE, AURORA TC -100 and ALUMINA Finish). Provide properly vented, supplementary heat during installation and drying period when temperatures less than 4°C/40°F (10°C/50'F for AURORA STONE, AURORA TC -100, and ALUMINA Finish) prevail. B. Do not apply SENERFLEX CLASSIC PB materials to frozen surfaces. C. Maintain ambient temperature at or above 40C/40°F (10°C/50°F for AURORA STONE, AURORA TC - 100, and ALUMINA Finish) during and at least 24 hours after SENERFLEX CLASSIC PB installation and until dry. D. Protect applied SENERFLEX CLASSIC PB materials from rain for 24 hours or until dry. 1.08 SEQUENCING AND SCHEDULING A. Coordinate and schedule installation of SENERFLEX CLASSIC PB with related work of other sections. B. Coordinate and schedule installation of trim, flashing, and joint sealers to prevent water infiltration behind the system. 1.09 WARRANTY A. Provide BASF Wall Systems five-year materials warranty for SENERFLEX CLASSIC PB Wall System installations under provisions of Section01f 78 001. Reference Senergy's EIFS and Coatings Warranty Schedule technical bulletin for specific information. B. Comply with BASF Wall System's project review requirements and notification procedures to assure qualification for warranty. PART 2 PRODUCTS 2.01 MANUFACTURERS A. SENERFLEX CLASSIC PB (Class PB System) manufactured by BASF Wall Systems. 2.02 MATERIALS (NOTE TO SPECIFIER: Items in blue/underlined indicate a system option or choice of options. Throughout the specification, delete those which are not required or utilized. Contact BASF Wall Systems Technical Service Department for further assistance.) A. Sheathing Primer (required for Exposure 1 or exterior grade plywood sheathing, or Exposure 1 OSB when Cementitious base coat is used: 1. SENERPRIME: Black tinted, 100% acrylic -based sheathinq primer for wood based sheathing substrates manufactured by BASF Wall Systems. B. Adhesives/Base Coats: (Required, Select One or More 1. SENERQUICK ADHESIVE: Water based, non-cementitious, translucent white adhesive ready to use directly from the pail. Can be used as an adhesive for wood based substrates without the use of SENERPRIME. 2. ALPHA Base Coat: A 100% acrylic based adhesive and base coat, field -mixed with Type I or Type 11 Portland cement. It has a creamy texture that is easily spread. 3. ALPHA DRY Base Coat: A dry -mix polymer adhesive and base coat containing Portland cement, and requiring only water for mixing. 4. XTRA-STOP Base Coat: A 100% acrylic -based, water-resistant adhesive and base coat field - mixed with Type I or Type II Portland cement. 5. ALPHA GENIE Base Coat: A 100% acrylic, fiber -reinforced base coat, adhesive and leveler that is field -mixed with Type I or Type II Portland cement. NOTE TO SPECIFIER: Portland cement is not used with SENERQUICK or ALPHA DRY Base Coats. C. Portland cement: 1. Conform to ASTM C150, Type I, 11, or 1/11, prey or white; fresh and free of lumps. D. Water: 1. Clean and potable without foreign matter. E. Insulation Board: (Required, Select One 1. Expanded polystyrene; ASTM C578, Type 1; Flame spread less than 25, smoke developed less than 450 per ASTM E84, UL 723. a. Minimum density 15.22 kq/m3 (0.95 Ib.IW3 K=6.09 per mm (0.24 per inch). Senerflex Classic PB Wall System b. Minimum thickness as indicated on drawings but not less than 19 mm (3/4"). c. Air-dried (aped) six weeks, or equivalent, prior to installation or per ASTM E2430. d. Edges: square within 0.8 mm per meter (1/32" per foot). e. Thickness: tolerance of plus or minus 1.6 mm (1/16"). f. Size: 0.6 m x 1.22 m (2'x 4'). g. Length and width: tolerance of plus or minus 1.6 mm (1/16"). 2. NEOPOR GPS PLUS Rigid Insulation Board; ASTM C578, Type I; Flame spread less than 25, smoke developed less than 450 per ASTM E84, UL 723. a. Minimum density 15.22 kq/m3 (0.95 Ib./ftl; K=6.09 per mm (0.24 per inch). b. Minimum thickness as indicated on drawings but not less than 19 mm (3/4"). c. Air-dried (aged) six weeks, or equivalent prior to installation. d. Edges: square within 0.8 mm per meter (1/32" per foot). e. Thickness: tolerance of plus or minus 1.6 mm (1/16"). f. Size: 0.6 m x 1.22 m (2'x 41 g. Length and width: tolerance of plus or minus 1.6 mm (1/16"). 3. QR polyisocyanurate insulation board: Quik -R by Dow; or Stucco -Shield II by Atlas Roofinq Corporation. (Mechanically fastened only) a. Nominal density 32 kq/m3 (2 lbs. /ft3). b. Minimum thickness as indicated on drawings 25mm (1"). c. Size: 1.22 m x 2.44 m, 1.22 m x 2.74 m (4' x 8', 4'x 9'), or other size as provided by insulation board manufacturer. d. Edges: Square within 4 mm (3/16") (1.22 m x 2.44 m / 4'x 8'). e. Thickness: tolerance of less than 1.6 mm (1/16") (25 mm / 1" thick). f. Length: Tolerance of plus or minus 6 mm (1/4") (1.22 m x 2.44 m / 4'x 8'). g. Width: Tolerance of plus or minus 1.6 mm (1/16") (1.22 m x 2.44 m / 4'x 8'). F. Senergy Reinforcing Mesh: balanced, open -weave glass, fiber reinforcing mesh, twisted multi -end strands treated for compatibility with Senergy Base Coats. (Required, Select One or More 1. FLEXGUARD 4: Standard weight, 4 oz. 2. INTERMEDIATE 6: Standard/medium weight, 6 oz. 3. INTERMEDIATE 12: Intermediate weight, 12 oz. 4. STRONG 15: Heavy weight, 15 oz. used only in combination with FLEXGUARD 4 or INTERMEDIATE 6. 5. HI -IMPACT 20: Heavy weight, 20 oz. used only in combination with FLEXGUARD 4 or INTERMEDIATE 6. 6. CORNER MESH: Intermediate weight, 9 oz. pre -marked for easy bending, for reinforcing at exterior corners. G. BASF Coating: (Optional) 1. BASF COLOR COAT: A 100% acrylic -based coating. It is designed for spray- roller- or brush - application over EIFS with minimum change in finish texture or sheen. H. BASF Primer: (Optional) 1. BASF TINTED PRIMER: A 100% acrylic -based primer that helps alleviate shadowing and enhances performance of the Senergy Wall Systems. Color to closely match the selected Senergy Finish Coat color. I. Senergy Finish Coat: (Required, Select One or More Finishes and Textures) 1. SENERFLEX Finish: 100% acrylic polymer finishes with advanced technology to improve long-term performance and dirt pick-up resistance air cured, compatible with base coat; Senergy finish color f 1 as selected; finish texture: a. CLASSIC: Has a medium "worm -holed" appearance which is achieved by the random aggregate sizes in the Finish. The "worm -holed" look can be circular, random vertical or horizontal b. COARSE: Has a heavy "worm -holed" appearance which is achieved by the random aggregate sizes in the finish. The "worm -holed" look can be circular, random vertical or horizontal. c. FINE: Utilizes uniformly -sized aggregates for a uniform, fine texture. d. TEXTURE: Can achieve a wide variety of free -formed, textured appearances, including stipple and skip -trowel e. SAHARA: Provides a uniform, "pebble" appearance. f. BELGIAN LACE: A fine "worm -holed" appearance which is achieved by the random aggregate Senerflex Classic PB Wall System sizes in the Finish. The small "worm -holed" look can be circular, random vertical or horizontal 2. SENERFLEX TERSUS Finish: Modified acrylic based finish with water repellent properties compatible with base coat; Senergy finish color f 1 as selected; finish texture: a. F1.0: a 1.0 mm uniform aggregate creating a fine texture. b. M1.5: a 1.5 mm uniform aggregate creating a medium sand texture. 3. Specialty Finishes: 100% acrylic polymer finishes that can be hand -troweled to simulate stone or create a time-honored, mottled tone -on -tone look that achieves a soft and weathered patina over time a. ENCAUSTO VERONA: Utilizes uniformly -sized aggregate to achieve a free -formed, flat texture. It can be used to achieve a mottled look and unlimited tone on tone designs by combining multiple colors. b. METALLIC: Has a pearlescent appearance. It utilizes uniformly -sized aggregates for a uniform fine texture. c. AURORA TC -100: Provides a stone-like appearance, either rough or smooth depending upon application. d. AURORA STONE: Provides a rough, stone-like appearance. e. ALUMINA: Is a factory -mixed, reflective stone finish consisting of colored aggregate and large black mica flakes in a 100% acrylic transparent binder that provides a classic granite or marble - like textured finished appearance. 4. CHROMA Finish: 100% acrylic polymer based finish with integrated high performance colorants for superior fade resistance, compatible with base coat; Senergy Finish color f 1 as selected; finish texture: a. F1.0: Utilizes uniformly -sized aggregates for a uniformly fine texture. b. M1.5: Provides a uniform "pebble" appearance. c. R1.5: Has a medium "worm -holed" appearance which is achieved by the random aggregate sizes in the Finish. The "worm -holed" look can be circular, random vertical or horizontal J. BASF Glaze/Stain: (Optional) 1. BASF ANTICOGLAZE: 100% acrylic antiguing stain product used to impart an 'old world' mottled look to textured finishes. 2.03 ACCESSORIES Fastener System: Type appropriate for application and substrate, as recommended by BASF Wall Systems. The use of both adhesive and mechanical attachment is not required by Senergy. (Optional Select One) 1. EPS insulation board fasteners: Wind -Devil 2 Mechanical Fastening System manufactured by Wind -lock Corp. a. Temporary Fasteners: Galvanized nails or building staples. b. Light gauge steel framing (20 gauge): Type LM fastener and plate system: 16 mm (5/8') minimum penetration into framing. c. Heavy gauge steel framing (20 to 12 gauge maximum): Type S fastener and plate system; 16 mm (5/8") minimum penetration into framing. d. Masonry: Type ME expansion fastener and plate system; 25 mm (1") minimum penetration into masonry. e. Wood framing: (Type W fastener and plate system; 16 mm (5/8") minimum penetration into framing.l or fGalvanized common nails with Wind -lock ULP-302 plates; 25.4 mm (1") minimum penetration into framing_ 2. QR polyisocyanurate insulation board fasteners: a. Temporary Fasteners: Galvanized nails or building staples. b. Unit Masonry or Concrete: Type ME expansion anchor or type M 4.8 mm (3/16") diameter bugle head masonry anchor with 44 mm (1.75") diameter ULP-402 plate by Wind -lock Corp.; 25 mm (11 minimum anchor penetration into masonry. c. Light Gauge Steel Framing/Furring (20 Gauge): Type S bugle head screws 44 mm (1.75") diameter ULP-402 plate by Wind -Lock Corp.; 25 mm (1") minimum anchor penetration into framing. d. Heavy Gauge Steel Framing (20 to 12 Gauge maximum): Type S-12 bugle head screws 44 mm (1.75") diameter ULP-402 plate by Wind -lock Corp.; 25 mm (1") minimum anchor penetration Senerflex Classic PB Wall System into framing. e. Wood framing: rType W bugle head screws; screws shall penetrate framing 16 mm (5/8") minimuml or [galvanized common nails with ULP-402 plate by Wind -lock Corp. galvanized common nails shall penetrate framing 25 mm (1") minimum. PART 3 EXECUTION 3.01 EXAMINATION A. Site Conditions: 1. Verify project site conditions under provisions of Section [01 00 001 [x]. B. Walls: 1. Substrates: a. Acceptable substrates are: PermaBase® Cement Board and other cement -boards conforming with ASTM C1325 (Type A -exterior); poured concrete/unit masonry; ASTM C1177 type sheathings, including, Weather Defense TM Platinum sheathing, GreenGlasse sheathing, eXP� sheathing, GlasRoO sheathing, Securock— glass -mat sheathing, and DensGlass® exterior sheathing; gypsum sheathing (ASTM C79/C1396); Exposure I or exterior plywood (Grade C/D or better); or Exposure I OSB. Consult the BASF Wall Systems Technical Services Department for all other applications. b. Wall sheathings must be securely fastened per applicable building code and sheathing manufacturer's requirements. c. Examine surfaces to receive SENERFLEX CLASSIC PB and verify that substrate and adjacent materials are dry, clean, and sound. Verify substrate surface is flat, free of fins or planar irregularities greater than 6 mm in 3 m (1/4" in 10'). 2. Flashings a. All flashings are by others and must be installed in accordance with specific manufacturer's requirements. Where appropriate, end -dams must be provided. b. As an option, openings may be flashed with a minimum 229 mm (9") strip of Secondary Moisture Barrier prior to window/door, HVAC, etc. installation to increase the level of moisture protection. Refer to WS FLASH product bulletin and Senergy Moisture Protection Guidelines from Senergy for additional information and complete installation instructions. c. Windows and openings shall be flashed according to design and Building Code Requirements. d. Individual windows that are ganged to make multiple units require continuous head flashing and/or the joints between the units must be fully sealed. 3. Roof: a. Verify that all roof flashings have been installed in accordance with the guidelines set by the Asphalt Roofing Manufacturers Association (ARMA). 4. Kick -out flashing: a. Kick -out flashing must be installed leak -proof and angled (min 1000) to allow for proper drainage and water diversion. C. Do not proceed until all unsatisfactory conditions have been corrected. 3.02 PREPARATION A. Protect all surrounding areas and surfaces from damage and staining during application of SENERFLEX CLASSIC PB. B. Protect finished work at end of each day to prevent water penetration. C. Substrate preparation: Prepare substrates in accordance with Senergy instructions. 3.03 MIXING General: No additives are permitted unless specified in product mixing instructions. Close containers when not in use. Prepare in a container that is clean and free of foreign substances. Do not use a container which has contained or been cleaned with a petroleum-based product. Clean tools with soap and water immediately after use. NOTE TO SPECIFIER: Keep only the products in this section which were selected in Section 2.02. Delete those not to be utilized. A. Adhesive/Base Coat: 1. ALPHA Base Coat: Mix base coat with a clean, rust -free paddle and drill until thoroughly blended Senerflex Classic PB Wall System before adding Portland cement. Mix one part (by weight) Portland cement with one part base coat. Add Portland cement in small increments, mixing until thoroughly blended after each additional increment. Clean, potable water may be added to adjust workability. 2. XTRA-STOP Base Coat: Mix base coat with a clean, rust -free paddle and drill until thoroughly blended, before adding Portland cement. Mix one part (by weight) Portland cement with one part base coat. Add Portland cement in small increments, mixing until thoroughly blended after each additional increment. Clean, potable water may be added to adjust workability. 3. ALPHA GENIE Base Coat: Mix base coat with a clean, rust -free paddle and drill until thoroughly blended, before adding Portland cement. Mix one part (by weight) Portland cement with one part base coat. Add Portland cement in small increments, mixing until thoroughly blended after each additional increment. Clean, potable water may be added to adjust workability. 4. SENERQUICK Adhesive: Mix the contents of the pail with a low speed drill and paddle mixer until thoroughly blended. 5. ALPHA DRY Base Coat: Mix and prepare each bag in a 19 -liter (5 -gallon) pail. Fill the container with approximately 5.6 -liters (1.5 -gallons) of clean, potable water. Add ALPHA DRY Base Coat in small increments, mixing after each additional increment. Mix ALPHA DRY Base Coat and water with a clean, rust -free paddle and drill until thoroughly blended. Additional ALPHA DRY Base Coat or water may be added to adjust workability. B. BASF Coating: 1. BASF COLOR COAT: Mix the factory -prepared material with a clean, rust -free paddle and drill until thoroughly blended. A small amount of clean, potable water may be added to adjust workability. Do not overwater. C. BASF Primer: 1. BASF TINTED PRIMER: Mix the factory -prepared material with a clean, rust -free paddle and drill until thoroughly blended. A small amount of clean, potable water may be added to adjust workability. Do not overwater. D. Senergy Finishes: 1. SENERFLEX, SENERFLEX TERSUS, CHROMA, and ENCAUSTO VERONA Finish: Mix the factory -prepared material with a clean, rust -free paddle and drill until thoroughly blended. A small amount of clean, potable water may be added to adjust workability. Do not overwater. E. Specialty Finishes: 1. AURORA TC -100, AURORA STONE, and ALUMINA Finish: Gently mix the contents of the pail for 1 minute using a low RPM 1/2 inch drill equipped with a mixing paddle such as a Demand Twister or a Windlock B -MEW, B -M1 or B -M9. F. BASF Glaze/Stain: 1. BASF ANTICOGLAZE: mix the contents of the pail with a slow speed drill and paddle mixer until thoroughly blended. 3.04 APPLICATION General: Apply SENERFLEX CLASSIC PB materials in accordance with SENERFLEX CLASSIC PB Specifications. NOTE TO SPECIFIER: Keep only the products in this section which were selected in Section 2.02. Delete those not to be utilized. A. Adhesive Attachment of Insulation Board (EPS and NEOPOR Only): 1. Vertical surfaces: begin at base from firm, permanent, or temporary support. 2. Apply horizontally in a running bond pattern. 3. Pre-cut insulation board to fit openings and projections. Insulation board must be a single piece around corners of openings. Stagger vertical joints and corners. Stagger insulation and sheathing board joints. (Select a,b or c) a. Notched trowel method for ALPHA, ALPHA DRY AND XTRA STOP adhesive base coat: Apply mixed Senergy base coat to entire surface of insulation board using a stainless steel trowel with 13 mm x 13 mm (1/2" x 1/2") notches spaced 13 mm (1/2") apart, or 10 mm x 10 mm (3/8" x 3/8") notches spaced 10 mm (3/8") apart. b. Notched trowel method for SENERQUICK: Apply mixed SENERQUICK Adhesive to entire surface of insulation board using a stainless steel trowel with 5 mm x 5 mm (3/16" x 3/16") notches spaced 5 mm (3/16") apart.] Senerflex Classic PB Wall System NOTE: Ribbon & dab method is not recommended on gypsum or wood -based sheathing substrates. c. Ribbon and Dab Method non -wood based acceptable substrates: Apply a ribbon of Senergy Base Coat approximately 50 mm (2") wide by 10 mm (3/8") thick to entire perimeter of each board with a stainless steel trowel. Apply dabs of 10 mm (3/8") thickness and 100 mm (4") in diameter, approximately 200 mm (8") on center to interior area of board. 4. Immediately set board into place and apply pressure over entire surface of board to ensure positive uniform contact and high initial grab. Do not allow base coat to dry prior to installing. 5. Abut all joints tightly and ensure overall flush level surface. 6. Check adhesion periodically by removing a board prior to set. Properly installed insulation board will be difficult to remove and adhesive/base coat will be adhered to both the substrate and the insulation board. 7. Fill gaps greater than 1/16" between insulation boards with slivers of insulation board. 8. Allow application of insulation board to dry (normally 8 to 10 hours) prior to application of Base Coat/Reinforcing Mesh. 9. Rasp flush any irregularities of the insulation board greater than 1.6 mm (1/16"). 10. Install expansion joints and other joints as indicated on drawings. Do not align aesthetic grooves with insulation board joints. B. Mechanical Fastening of Insulation Board: 1. Vertical surfaces: begin at base from firm, permanent, or temporary support. 2. Apply horizontally in a running bond pattern. 3. Pre-cut insulation board to fit openings and projections. Insulation board must be a single piece around corners of openings. Stagger vertical joints and corners. Stagger insulation and sheathing board joints. (Select a, b or c) 4. EPS and NEOPOR GPS PLUS: Wind -Devil 2 Mechanical Fastening System manufactured by Wind -lock Corp. a. Temporary Fasteners: Galvanized nails or building staples. b. Light gauge steel framing (20 gauge): Type LM fastener and plate system: 16 mm (5/8") minimum penetration into framing. c. Heavy gauge steel framing (20 to 12 gauge maximum): Type S fastener and plate system; 16 mm (5/8") minimum penetration into framing. d. Masonry: Type ME expansion fastener and plate system; 25 mm 0") minimum penetration into masonry. e. Wood framing: [Type W fastener and plate system; 16 mm (5/8") minimum penetration into framing.] or [Galvanized common nails with Wind -lock ULP-302 plates: 25.4 mm (1") minimum penetration into framing. 5. QR polyisocyan u rate insulation board fasteners: a. Temporary Fasteners: Galvanized nails or building staples. b. Unit Masonry or Concrete: Type ME expansion anchor or type M 4.8 mm (3/16") diameter bugle head masonry anchor with 44 mm (1.75") diameter ULP-402 plate by Wind -lock Corp.: 25 mm (1") minimum anchor penetration into masonry. c. Light Gauge Steel Framing/Furring (20 Gauge): Type S bugle head screws 44 mm (1.75") diameter ULP-402 plate by Wind -Lock Corp.: 25 mm (11 minimum anchor penetration into framing. d. Heavy Gauge Steel Framing (20 to 12 Gauge maximum): Type S-12 bugle head screws 44 mm (1.75") diameter ULP-402 plate by Wind -lock Corp.: 25 mm (11 minimum anchor penetration into framing. e. Wood framing: jType W bugle head screws: screws shall penetrate framing 16 mm (5/8") minimum] or (galvanized common nails with ULP-402 plate by Wind -lock Corp.: galvanized common nails shall penetrate framing 25 mm (11 minimum. C. Senergy Base Coat/Reinforcing Mesh: 1. Base coat shall be applied so as to achieve reinforcing mesh embedment with no reinforcing mesh color visible. NOTE TO SPECIFIER: Indicate on drawings the required locations of standard, medium and high or ultra-high impact reinforcing mesh. Senerflex Classic PB Wall System D. Senergy CORNER MESH: 1. Install CORNER MESH at corners. 2. Apply CORNER MESH prior to application of reinforcing mesh. 3. Cut CORNER MESH to workable lengths. 4. Apply mixed Senergy Base Coat to insulation board at outside corners using a stainless steel trowel. 5. Immediately place CORNER MESH against the wet base coat and embed the CORNER MESH into the base coat by troweling from the corner; butt edges and avoid wrinkles. 6. After base coat is dry and hard, apply a layer of FLEXGUARD 4, INTERMEDIATE 6 or 12 Reinforcing Mesh over the entire surface of the CORNER MESH in accordance with 3.04 D. E. Standard Impact or Medium Impact Resistance Reinforcing Mesh: FLEXGUARD 4 INTERMEDIATE 6 and INTERMEDIATE 12 1. Install Senergy Reinforcing Mesh where indicated on drawings. 2. Apply mixed Senergy Base Coat to entire surface of insulation board with a stainless steel trowel to embed the reinforcing mesh. 3. Immediately place Senergy Reinforcing Mesh against wet base coat and embed the reinforcing mesh into the base coat by troweling from the center to the edges. 4. Lap reinforcing mesh 64 mm (2'/2") minimum at edges. 5. Ensure reinforcing mesh is continuous at corners, void of wrinkles and embedded in base coat so that no reinforcing mesh color is visible. 6. If required, apply a second layer of base coat to achieve total nominal base coat/reinforcing mesh thickness of 1.6 mm (1/16"). 7. Allow base coat with embedded reinforcing mesh to dry hard (normally 8 to 10 hours). F. High Impact or Ultra High Impact Resistance Reinforcing Mesh: INTERMEDIATE 12, STRONG 15 and HI -IMPACT 20 NOTE TO SPECIFIER: Where STRONG 16 or High Impact 20 is specified, FLEXGUARD 4 or INTERMEDIATE 6 must be specified also. 1. Install Senergy Reinforcing Mesh where indicated on drawings. 2. Apply mixed Senergy Base Coat to entire surface of insulation board with a stainless steel trowel to embed the reinforcing mesh. 3. Immediately place INTERMEDIATE 12, STRONG 15 or HIGH -IMPACT 20 against wet base coat and embed the reinforcing mesh into the base coat by troweling from the center to the edges. 4. Butt STRONG 15 or HIGH -IMPACT 20 at all adjoining edges; do not use to backwrap or bend around corners. 5. Butt STRONG 15 or HIGH -IMPACT 20 at adjoining edges of CORNER MESH. 6. Ensure reinforcing mesh is free of wrinkles and embedded in base coat so that no reinforcing mesh color is visible. 7. After base coat with embedded reinforcing mesh is dry and hard (normally 8 to 10 hours), apply a layer of FLEXGUARD 4 or INTERMEDIATE 6 Reinforcing Mesh over the entire surface in accordance with 3.04 D to achieve total nominal base coat/ reinforcing mesh thickness of 2.4 mm (3/32"). G. BASF COLOR COAT: 1. Apply material to the base coat/reinforcing mesh in sealant joints with a high-quality, latex -type paintbrush. 2. Work material continuously until a uniform appearance is obtained. 3. Allow to dry thoroughly (approximately 24 hours) prior to application of sealant primer and sealant. H. BASF TINTED PRIMER: 1. Apply BASF TINTED PRIMER to the base coat/reinforcing mesh with a sprayer, 10 mm (W) nap roller, or good quality latex paint brush at a rate of approximately 3.6-6.1 mz per liter (150-250 ft2 per gallon). 2. BASF TINTED PRIMER shall be dry to the touch before proceeding to the Senergy Finish coat application. I. Senergy Finish Coat: SENERFLEX, SENERFLEX TERSUS and CHROMA. 1. Apply Senergy finish to the base coat or primed base coat with a clean, stainless steel trowel. 2. Apply and level Senergy Finish during the same operation to minimum obtainable thickness consistent with uniform coverage. Senerflex Classic PB Wall System 3. Maintain a wet edge on Senergy Finish by applying and texturing continually over the wall surface. 4. Work Senergy finish to corners, joints or other natural breaks and do not allow material to set up within an uninterrupted wall area. 5. Float Senergy Finish to achieve final texture. J. Specialty Finish: 1. AURORA TC -100 Finish: a. Apply BASF TINTED PRIMER to substrate in accordance with 3.04 G. b. BASF TINTED PRIMER shall be of corresponding color for selected AURORA TC -100 finish color. Allow BASF TINTED PRIMER to dry to the touch before proceeding to AURORA TC -100 Finish application. c. Apply a tight coat of finish with a clean, stainless steel trowel. d. Maintain a wet edge on finish by applying and leveling continually over the wall surface. e. Work finish to corners, joints or other natural breaks and do not allow material to set up within an uninterrupted wall area. Allow first coat to set until surface is completely dry prior to applying a second coat of finish. f. For a smooth appearance, use a stainless steel trowel and apply the second coat of finish. Achieve final texture using circular motions. g. For a textured appearance, apply the second coat of finish using a spray gun and hopper. Double -back to achieve final texture. h. Total thickness of finish shall be approximately 1.6 mm (1/16"). 2. AURORA STONE Finish: a. Apply BASF TINTED PRIMER to substrate in accordance with 3.04 G. b. BASF TINTED PRIMER shall be of corresponding color for selected AURORA STONE Finish color. Allow BASF TINTED PRIMER to dry to the touch before proceeding to AURORA STONE Finish application. c. Apply a coat of AURORA STONE finish using a spray gun and hopper, maintaining a wet edge. Work to corners, joints or other natural breaks and do not allow material to set up within an uninterrupted wall area. d. Allow first coat of AURORA STONE Finish to set until surface is completely dry prior to applying a second coat of AURORA STONE Finish. e. Apply a second coat of AURORA STONE Finish using a spray gun and hopper; double back to achieve final texture. f. Thickness of AURORA STONE Finish may vary between 1.6 mm (1/16") and 3.2 mm (1/8"), depending upon texture. Note: Spraying of AURORA STONE FINISH should be in the same manner and direction and by the same mechanic on a particular elevation or project whenever possible, to maintain a uniform appearance. Maintain consistent air pressure to minimize texture variations. Stator or rotor design pumps are not recommended. 3. ALUMINA Finish: a. Apply BASF TINTED PRIMER to substrate in accordance with 3.04 G. b. BASF TINTED PRIMER shall be of corresponding color for selected ALUMINA Finish color. Allow BASF TINTED PRIMER to dry to the touch before proceeding to ALUMINA Finish application. c. Apply a tight coat of finish with a clean, stainless steel trowel. d. Maintain a wet edge on finish by applying and leveling continually over the wall surface. e. Work finish to corners, joints or other natural breaks and do not allow material to set up within an uninterrupted wall area. Allow first coat to set until surface is completely dry prior to applying a second coat of finish. f. Use a stainless steel trowel and apply the second coat of finish. Achieve final texture using circular motions g. Total thickness of finish may be between 1.6 mm (1/16") and 3.2 mm (1/8"). K. BASF Glaze/Stain: 1. BASF ANTICOGLAZE: a. Apply BASF ANTICOGLAZE in accordance with recommendations contained in current product literature. Senerflex Classic PB Wall System 3.06 CLEANING A. Clean work under provisions of Section (01 74 001 fxl. B. Clean adjacent surfaces and remove excess material, droppings, and debris. 3.06 PROTECTION Protect finished work under provisions of Section [01 76 001 fxl. END OF SECTION WARRANTY BASF warrants this product to be free from manufacturing defects and to meet the technical properties on the current Product Bulletin, if used as directed within shelf life. Satisfactory results depend not only on quality products but also upon many factors beyond our control. BASF MAKES NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TO ITS PRODUCTS. The sole and exclusive remedy of Purchaser for any claim concerning this product, including but not limited to, claims alleging breach of warranty, negligence, strict liability or otherwise, is shipment to purchaser of product equal to the amount of product that fails to meet this warranty or refund of the original purchase price of product that fails to meet this warranty, at the sole option of BASF. In the absence of an extended warranty issued by BASF, any claims concerning this product must be received in writing within one (1) year from the date of shipment and any claims not presented within that period are waived by Purchaser. BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL, CONSEQUENTIAL (INCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF ANY KIND. Purchaser must determine the suitability of the products for the intended use and assumes all risks and liabilities in connection therewith. This information and all further technical advice are based on BASF's present knowledge and experience. However, BASF assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights, nor shall any legal relationship be created by or arise from the provision of such information and advice. BASF reserves the right to make any changes according to technological progress or further developments. The Purchaser of the Product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with a full application of the product(s). Performance of the product described herein should be verified by testing and carried out by qualified experts. Senergy Typical Details enerflex° Classic PB Wall System Class PB Exterior Insulation and Finish System providing a primary moisture barrier and optional secondary air/weather barrier 1. Typical Senerflex Wall System Application 2. Typical Aesthetic Reveal 3. Typical Window Head (Flush) 4. Typical Window Head (Recessed) 5. Typical Window Jamb (Flush) 6. Typical Window Jamb (Recessed) 7. Typical Window Sill (Flush) 8. Typical Window Sill (Recessed) 9. Typical Roof Edge Flashing 10. Typical Parapet Cap Flashing 11. Typical Parapet Cap 12. Typical Expansion Joint at Floorline 13. Typical Expansion Joint at Change in Substrate 14. Typical Transition at Soffit/Gable End 15. Typical Expansion Joint 16. Typical Pipe Penetration 17. Typical Corner Mesh 18. Typical Light Fixture 19. Typical Termination at Foundation 20. Typical Termination at Foundation (Flush) 21. Typical Kick -Out Flashing EREMPOAMISSF The Chemical Company senergy 0 TYPICAL SENERFLEX WALL SYSTEM APPLICATION TYPICAL AESTHETIC REVEAL PB -01 0310 FRAMING ' ACCEPTABLE SHEATHING' SENERGY ADHESIVE / BASE COAT APPLIED TO EPS INSULATION BOARD APPROVED EPS INSULATION BOARD AESTHETIC REVEAL SENERGY LAMINA: SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT (' by others) PB -02 0310 Notes: • Verify all materials are installed in accordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. Notes: • Verify all materials are installed in accordance with installation instructions. • Maintain a minimum 19 mm (3/4") thick EPS insulation board behind all reveals & aesthetic grooves. • Reinforcing mesh shall be continuous through the reveal and care shall be taken to ensure reinforcing mesh is encapsulated into the reveal and is not cut during base coat application, • Horizontal reveals shall provide an outward positive drainage. • Reveals must not occur at the abutment of two pieces of EPS insulation board. • Reveals must not occur at the joints in sheathing. FRAMING' i ACCEPTABLE SHEATHING' SENERGY ADHESIVE / BASE COAT APPLIED TO EPS INSULATION BOARD APPROVED EPS INSULATION BOARD SENERGY LAMINA: SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT _ J WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH r by others) TYPICAL AESTHETIC REVEAL PB -01 0310 FRAMING ' ACCEPTABLE SHEATHING' SENERGY ADHESIVE / BASE COAT APPLIED TO EPS INSULATION BOARD APPROVED EPS INSULATION BOARD AESTHETIC REVEAL SENERGY LAMINA: SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT (' by others) PB -02 0310 Notes: • Verify all materials are installed in accordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. Notes: • Verify all materials are installed in accordance with installation instructions. • Maintain a minimum 19 mm (3/4") thick EPS insulation board behind all reveals & aesthetic grooves. • Reinforcing mesh shall be continuous through the reveal and care shall be taken to ensure reinforcing mesh is encapsulated into the reveal and is not cut during base coat application, • Horizontal reveals shall provide an outward positive drainage. • Reveals must not occur at the abutment of two pieces of EPS insulation board. • Reveals must not occur at the joints in sheathing. Notes: • Verify all materials are installed in accordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. • Provide a properly configured back wrapped joint with backer rod and sealant at system terminations to dissimilar materials, ensuring that a watertight seal is achieved. • Joint and EPS insulation board must not line up with comer of rough openings, Notes: • Verify all materials are installed in accordance with installation instructions, • All terminations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. • Provide a properly configured back wrapped joint with backer rod and sealant at system terminations to dissimilar materials, ensuring that a watertight seal is achieved. • Joint and EPS insulation board must not line up with comer of rough openings. TYPICAL WINDOW HEAD (FLUSH) TYPICAL WINDOW HEAD ACCEPTABLE SHEATHING' SENERGY ADHESIVE / BASE COAT APPLIED TO EPS INSULATION BOARD APPROVED EPS INSULATION BOARD SENERGY LAMINA: SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH BACKER ROD AND SEALANT' WINDOW' r by others) PB -03 0310 PB -04 0310 FRAMING ACCEPTABLE SHEATHING' — SENERGY ADHESIVE / BASE COAT APPLIED TO EPS INSULATION BOARD APPROVED EPS INSULATION BOARD SENERGY LAMINA: SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH BACKER ROD AND SEALANT' WINDOW' r by oth-) PB -04 0310 f TYPICAL WINDOW JAMB (FLUSH) FRAMING' FRAMING' ACCEPTABLE SHEATHING' ACCEPTABLE SHEATHING' SENERGY ADHESIVE / BASE COAT SENERGY ADHESIVE / BASE COAT APPLIED TO EPS INSULATION BOARD APPLIED TO EPS INSULATION BOARD APPROVED EPS INSULATION BOARD WRAP SENERGY BASE COAT AND EPS INSULATION BOARD SENERGY REINFORCING MESH SENERGYLAMINA SENERGY LAMINA SENERGY BASE COAT SENERGY BASE COAT / SENERGY REINFORCING MESH P q. SENERGY FINISH COAT SENERGY ASAP WRAP SENERGY BASE COAT AND �.- SENERGY REINFORCING MESH BACKER ROD AND SEALANT' r by others) PB -05 0310 TYPICAL WINDOW JAMB (RECESSED) PB -06 0310 Notes: • Verify all materials are installed in accordance with installation instructions, • All terminations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. • Provide a properly configured back wrapped joint with backer rod and sealant at system terminations to dissimilar materials, ensuring that a watertight seal is achieved. • Joint and EPS insulation board must not line up with corner of rough openings. Notes: • Verify all materials are installed in accordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. • Provide a properly configured back wrapped joint with backer rod and sealant at system terminations to dissimilar materials, ensuring that a watertight seal is achieved. • Joint and EPS insulation board must not line up with corner of rough openings. FRAMING' ACCEPTABLE SHEATHING' SENERGY ADHESIVE / BASE COAT APPLIED TO EPS INSULATION BOARD -*—APPROVED EPS INSULATION BOARD SENERGYLAMINA SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT WRAP SENERGY BASE COAT AND �.- SENERGY REINFORCING MESH BACKER ROD AND SEALANT WINDOW' r by others) PB -06 0310 Notes: • Verify all materials are installed in accordance with installation instructions, • All terminations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. • Provide a properly configured back wrapped joint with backer rod and sealant at system terminations to dissimilar materials, ensuring that a watertight seal is achieved. • Joint and EPS insulation board must not line up with corner of rough openings. Notes: • Verify all materials are installed in accordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. • Provide a properly configured back wrapped joint with backer rod and sealant at system terminations to dissimilar materials, ensuring that a watertight seal is achieved. • Joint and EPS insulation board must not line up with corner of rough openings. Notes: • Verify all materials are installed in accordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. • Provide a properly configured back wrapped joint with backer rod and sealant at system terminations to dissimilar materials, ensuring that a watertight seal is achieved. • Joint and EPS insulation board must not line up with comer of rough openings. Notes: • Verify all materials are installed in accordance with installation instructions. • Al terminations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. • Provide a properly configured back wrapped joint with backer rod and sealant at system terminations to dissimilar materials, ensuring that a watertight seal is achieved. • Joint and EPS insulation board must not line up with corner of rough openings. TYPICAL WINDOW SILL WINDOW SENERGY ADHESIVE! BASE COAT APPLIED TO EPS INSULATION BOARD BACKER ROD AND SEALANT' SENERGY ASAP WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH SENERGY LAMINA SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT APPROVED EPS INSULATION BOARD ACCEPTABLE SHEATHING' FRAMING' r by others) PB -07 0310 TYPICAL WINDOW SILL (RECESSED) PB -08 0310 WINDOW' i PAN FLASHING wl END DAMS r MIN. 50mm (21 i I ray r v v SEALANT` Y a 1 .. WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH SENERGY LAMINA SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT APPROVED EPS INSULATION BOARD ACCEPTABLE SHEATHING (' by others) PB -08 0310 S-M1;1if w TYPICAL ROOF EDGE FLASHING PB -09 0310 TYPICAL PARAPET CAP FLASHING ROOF SYSTEM' METAL COPING • —ROOF SYSTEM' WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH { WRAP SENERGY BASE COAT AND SEALANT' SENERGY REINFORCING MESH - CLEAT' SENERGY BASE COAT ROOF EDGE FLASHING' SENERGY REINFORCING MESH SENERGY FINISH COAT APPROVED EPS INSULATION SEALANT' BOARD r } ACCEPTABLE SHEATHING' MIN. SENERGY LAMINA: (' by yrs) SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT MIN. APPROVED EPS INSULATION BOARD 50mm (Y) ACCEPTABLE SHEATHING i, J, r by others) PB -09 0310 TYPICAL PARAPET CAP FLASHING PB -10 0310 Notes: • Verify all materials are installed in accordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. • Ensure that metal coping/flashing extends onto the system a minimum of 51 mm (2') and that the flange is sealed. Notes: • Verify all materials are installed in accordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat, • Ensure that metal coping/flashing extends onto the system a minimum of 51 mm (2') and that the flange is sealed. ROOF SYSTEM' METAL COPING • CLEAT WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH { SEALANT' a I` SENERGY LAMINA: SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT APPROVED EPS INSULATION BOARD ACCEPTABLE SHEATHING' MIN. 50MM (21 (' by yrs) PB -10 0310 Notes: • Verify all materials are installed in accordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. • Ensure that metal coping/flashing extends onto the system a minimum of 51 mm (2') and that the flange is sealed. Notes: • Verify all materials are installed in accordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat, • Ensure that metal coping/flashing extends onto the system a minimum of 51 mm (2') and that the flange is sealed. Notes: • Verify all materials are installed in accordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. • Provide a minimum 6:12 slope for all horizontal surfaces greater than 25 mm (1'). Senergy requires the use of a roofing system or metal cap flashing for sloped surfaces over 609 mm (24"). • Terminate system a minimum of 203 mm (8') above roof. • Maintain a minimum 25 mm (1 ") thick EPS insulation board. Notes: • Verify all materials are installed in accordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. • Install expansion joints in the system at all changes in substrate, through existing expansion joints, floor lines in multi-level wood frame construction, and where movement is anticipated. It is the sole responsibility of the design professional to determine specific expansion joint location, placement and design. TYPICAL PARAPET CAP 190iTlk3f1] TYPICAL EXPANSION JOINT AT FLOORLINE SLAB ACCEPTABLE SHEATHING' SENERGY ADHESIVE / BASE COAT APPLIED TO EPS INSULATION BOARD APPROVED EPS INSULATION BOARD WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH BACKER ROD & SEALANT (WIDTH PER DESIGN) SENERGY ASAP WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH SENERGY LAMINA: SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT FRAMING' C by oth—) PB -12 0310 Senergy TYPICAL EXPANSION JOINT AT CHANGE IN SUBSTRATE SENE GY i ACCEPTABLE SHEATHINGASAP' ACCEPTABLE SUBSTRATE' - - WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH SENERGY ADHESIVE / BASE COAT j APPLIED TO EPS INSULATION BOARD BACKER ROD & SEALANT (WIDTH 0 ' � PER DESIGN)• 6� � S �C� I I ,{ SENERGY LAMINA i SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT " APPROVED EPS INSULATION BOARD C by other) PB -13 0310 TYPICAL TRANSITION AT SOFFIT AND FASCIA ACCEPTABLE SHEATHING' FRAMING' SENERGY LAMINA: SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT DRIP EDGE (PER DESIGN) WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH SOFFIT VENT AS NEEDED (PER DESIGN)' I SENERGY LAMINA SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT APPROVED EPS INSULATION BOARD SENERGY ADHESIVE / BASE COAT APPLIED TO EPS INSULATION BOARD ACCEPTABLE SHEATHING' C by others) PB -14 0310 Notes: • Verify all materials are installed in accordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. • Install expansion joints in the system at all changes in substrate, through existing expansion joints, floor lines in multi-level wood frame construction, and where movement is anticipated. It is the sole responsibility of the design professional to determine specific expansion joint location, placement and design. Notes: • Verify all materials are installed in accordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. • Maintain a minimum 19 mm (3/4") thick EPS insulation board behind drip edge Notes: • Verify all materials are installed in accordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. • Install expansion joints in the system at all changes in substrate, through existing expansion joints, floor lines in multi-level wood frame construction, and where movement is anticipated. It is the sole responsibility of the design professional to determine specific expansion joint location, placement and design. Notes: • Verify all materials are installed in accordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. • Ensure all penetrations through the system are properly sealed. SENERFLEX CLASSIC PR TYPICAL EXPANSION JOINT FRAMING' FRAMING' ACCEPTABLE SHEATHING' ACCEPTABLE SHEATHING APPROVED EPS INSULATION BOARD SENERGY ADHESIVE / BASE COAT WRAP SENERGY BASE COAT AND APPLIED TO EPS INSULATION BOARD SENERGY REINFORCING MESH APPROVED EPS INSULATION BOARD SENERGY ASAP SENERGY LAMINA: SENERGY BASE COAT BACKER ROD & SEALANT (WIDTH SENERGY REINFORCING MESH w a ''_ T + .. PER DESIGN)' WRAP SENERGY BASE COAT AND WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH i SENERGY REINFORCING MESH SENERGYADHESIVE /BASE COAT .° APPLIED TO EPS INSULATION BOARD j�4k�sl t// BACKER ROD 8 SEALANT (WIDTH SENERGYLAMINA: PER DESIGN)' SENERGY BASE COAT 4,a SENERGY REINFORCING MESH SENERGY FINISH COAT SEALANT AT PERIMETER OF (• by others) PB -15 0310 TYPICAL PIPE PENETRATION PB -16 0310 FRAMING' ACCEPTABLE SHEATHING SENERGY ADHESIVE / BASE COAT APPLIED TO EPS INSULATION BOARD APPROVED EPS INSULATION BOARD SENERGY LAMINA: SENERGY BASE COAT }., • SENERGY REINFORCING MESH w a ''_ T + .. SENERGY FINISH COAT WRAP SENERGY BASE COAT AND i SENERGY REINFORCING MESH i j�4k�sl t// BACKER ROD 8 SEALANT (WIDTH PER DESIGN)' dam.. SEALANT AT PERIMETER OF PENETRATION' PIPE' WRAP BASE COAT AND SENERGY REINFORCING MESH C by ifs) PB -16 0310 Senergy TYPICAL CORNER MESH TYPICAL LIGHT FIXTURE PB -17 0310 nu - 'TABLE SHEATHING' IGY ADHESIVE I BASE COAT ED TO EPS INSULATION BOARD )VED EPS INSULATION BOARD 2GY LAMINA: :RGY BASE COAT .RGY REINFORCING MESH :RGY FINISH COAT SENERGY BASE COAT AND 2GY REINFORCING MESH .ANGE IN SEALANT' HOUSING' FIXTURE' SENERGY BASE COAT AND SENERGY REINFORCING MESH r by oftro) PB -18 0310 Notes: • Verify all materials are installed in accordance with installation instructions and applicable code. • Ensure reinforcing mesh is continuously lapped a minimum of 203 mm (8') around comers. • Stagger vertical joints in EPS insulation board at corners. Notes: • Verify all materials are installed in accordance with installation instructions and applicable code. • All terminations must be fully encapsulated with mesh reinforced base coat. • Ensure all penetrations through the system are properly sealed, FRAMING' ACCEPTABLE SHEATHING' SENERGY ADHESIVE / BASE COAT APPLIED TO EPS INSULATION BOARD APPROVED EPS INSULATION BOARD SENERGY LAMINA SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT r :• �'"'��' + '' x a r r SENERGY CORNER MESH EMBEDDED a IN SENERGY BASE COAT y, t r Y;;; ` r by othany 4� ie'Tt�ii�i. yam. I TYPICAL LIGHT FIXTURE PB -17 0310 nu - 'TABLE SHEATHING' IGY ADHESIVE I BASE COAT ED TO EPS INSULATION BOARD )VED EPS INSULATION BOARD 2GY LAMINA: :RGY BASE COAT .RGY REINFORCING MESH :RGY FINISH COAT SENERGY BASE COAT AND 2GY REINFORCING MESH .ANGE IN SEALANT' HOUSING' FIXTURE' SENERGY BASE COAT AND SENERGY REINFORCING MESH r by oftro) PB -18 0310 Notes: • Verify all materials are installed in accordance with installation instructions and applicable code. • Ensure reinforcing mesh is continuously lapped a minimum of 203 mm (8') around comers. • Stagger vertical joints in EPS insulation board at corners. Notes: • Verify all materials are installed in accordance with installation instructions and applicable code. • All terminations must be fully encapsulated with mesh reinforced base coat. • Ensure all penetrations through the system are properly sealed, Notes: • Verify all materials are installed in accordance with installation instructions and applicable code. • All terminations must be fully encapsulated with mesh reinforced base coat. • Terminate system a minimum of 203 mm (8') above grade. • Extend system a minimum of 50 mm (2") and a maximum of 305 mm (12'� at the foundation transition. Notes: • Verify all materials are installed in accordance with installation instructions and applicable code. • All terminations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. TYPICAL TERMINATION AT FOUNDATION FRAMING' ACCEPTABLE SHEATHING' SENERGY ADHESIVE / BASE COAT APPLIED TO EPS INSULATION BOARD APPROVED EPS INSULATION BOARD SENERGY LAMINA: SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH SEALANT' FOUNDATION' C by others) PB -19 0310 TYPICAL TERMINATION AT FOUNDATION (FLUSH) FRAMING' ACCEPTABLE SHEATHING ` SENERGY ADHESIVE / BASE COAT APPLIED TO EPS INSULATION BOARD APPROVED EPS INSULATION BOARD SENERGY LAMINA: SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH BACKER ROD & SEALANT (WIDTH PER DESIGN)' FOUNDATION ` (' by others) PB -20 0310 1 TYPICAL KICK -OUT FLASHING PB -21 0310 Notes: • Verify all materials are installed in accordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. • Terminate system a minimum of 51 mm (2") above roof. • Ensure step flashing is a minimum of 51 mm (2'� behind system, • Kick -out flashing shall be a minimum of 102 mm (4') in height, angled at 1000 minimum; seams must be soldered or sealed with appropriate sealant. • - ACCEPTABLE SHEATHING' f APPROVED EPS INSULATION BOARD SENERGY LAMINA: r SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT WRAP SENERGY BASE COAT AND ...... SENERGY REINFORCING MESH ACCEPTABLE SEALANT' STEP FLASHING ` ROOF SHINGLES' p -BACKER ROD AND SEALANT' v -_- KICK-0UT FLASHING' PB -21 0310 Notes: • Verify all materials are installed in accordance with installation instructions. • All terminations must be fully encapsulated with mesh reinforced base coat. • Do not apply finish to areas that will receive sealant. • Terminate system a minimum of 51 mm (2") above roof. • Ensure step flashing is a minimum of 51 mm (2'� behind system, • Kick -out flashing shall be a minimum of 102 mm (4') in height, angled at 1000 minimum; seams must be soldered or sealed with appropriate sealant. NOTES NOTES Note BASF Wall Systems is an operating unit of BASF Construction Chemicals, LLC, (herein after referred to as "BASF Wall Systems") Residential Policy Apply wall systems in accordance with local building codes in force at the time of construction. On one and two-family residential framed construction, BASF Wall Systems requires that the wall system selected be one that includes provisions for moisture drainage. Disclaimer This information and all further technical advice are based on BASF Wall Systems' present knowledge and experience. However, BASF assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights. In particular, BASF Wall Systems disclaims any and all CONDITIONS AND WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE OR MERCHANTABILITY. BASF WALL SYSTEMS SHALL NOT BE RESPONSIBLE FOR CONSEQUENTIAL, INDIRECT OR INCIDENTAL DAMAGES (INCLUDING LOSS OF PROFITS) OF ANY KIND. BASF Wall Systems reserves the right to make any changes according to technological progress or further developments. R is the customer's responsibility and obligation to carefully inspect and test any incoming goods. Performance of the products) described herein should be verified by testing and carried out only by qualified experts. It is the sole responsibility of the customer to carry out and arrange for any such testing. Reference to trade names used by other companies is neither a recommendation, nor an endorsement of any product and does not imply that similar products could not be used. It is the responsibility of both the specifier and the purchaser to determine if a product is suitable for its intended use. The designer selected by the purchaser shall be responsible for all decisions pertaining to design, detail, structural capability, attachment details, shop drawings and the like. BASF Wall Systems has prepared guidelines in the form of specifications, typical application details, and product bulletins to facilitate the design process only. BASF Wall Systems is not liable for any errors or omissions in design, detail, structural capability, attachment details, shop drawings or the like, whether based upon the information provided by BASF Wall Systems or otherwise, or for arty changes which the purchasers, specifiers, designers or their appointed representatives may make to BASF Wall Systems published comments. For more information visit our website at www.senergy.basf.com. BASF Wall Systems 3550 St. Johns Bluff Road South Jacksonville, FL 32224-2614 Phone 800.221 • 9255 Fax 904.996.6300 www.senergy.basf.com ®2010 BASF Construcdon Chemicals, LLC. Printed In U.S.A. 03110 Alpha Base Coat 100% acrylic adhesive and base coat Product Bullefin DESCRIPTION 100% acrylic adhesive and base coat that is field -mixed with Type I or Type II Portland cement. Very creamy texture that spreads easily. PACKAGING 27.2 kg per 19 -liter pail (60 lbs per 5 -gallon pail) COVERAGE Approximate coverage rates are as follows: 1. Adhere EPS insulation board to substrate:14.8 m2 (160 ft� per pail via notched trowel method, 16.7 m2 (180 ft� per pail via ribbon & dab method 2. Embed FLEXGUARD 4: 26 m2 (280 ft2) per pail, Embed INTERMEDIATE 12: 18.5 m2 (200 ft� per pail, Embed HI -IMPACT 20 & FLEXGUARD 4:14.8 m2 (160 ft2) per pail 3. Adhere EPS insulation board to substrate and embed FLD(GUARD 4:11.1 m2 (120 ft� per pail TECHNICAL INFORMATION Consult our Technical Services Department for specific recommendations concerning all other applications, Consult the Senergy website, www.senergy.basf.com, for additional information about products and systems and for updated literature. USES 1. For use with the SENERFLEX Wall System to adhere expanded polystyrene insulation board to the following acceptable substrates: SENERSHIELD, SENERSHIELD-R, SENERSHIELD- VB, PermaBase® Cement Board and other cement boards conforming with ASTM C1325 (Type A - exterior); poured concrete/ unit masonry; ASTM C1177 type sheathings, including Weather Defense'"' Platinum sheathing, GreenGlass® sheathing, eXPT" sheathing, GlasRoc® sheathing, Securocklm glass -mat sheathing, and DensGlass® exterior sheathing; gypsum sheathing (ASTM C79/ C1396); Exposure I or exterior plywood (Grade C/D or better); or Exposure I OSB. Note: Wood -based sheathing substrates require priming with Senerprime. 2. To adhere expanded polystyrene insulation board to expanded polystyrene insulation board, 3. For use with SENERFLD( SENTURION I, 11, AND III, SENERGY CEMENT -BOARD STUCCO System and all Senergy Surfacing Systems to embed CORNER MESH and SENERGY REINFORCING MESH. Senergy MIXING 1. Prepare in a container which is clean and free of foreign substances. Do not use a container which has contained or been cleaned with a petroleum-based product. 2, Mix the contents of the ALPHA BASE COAT pail with a low speed drill and paddle mixer until thoroughly blended. Mix one part (by weight) Portland cement with one part ALPHA BASE COAT, Add Portland cement in small increments, thoroughly mixing to a homogeneous consistency after each additional increment. 3. Clean, potable water may be added to adjust workability, 4. Let stand for 5 to 10 minutes, then remix and retemper before use. 5. Additives are not permitted. 6. Close container when not in use. 7, Clean tools with soap and water immediately after use. Smooth, creamy consistency Trowels on easily, speeds mesh embedment, reduces applicator arm fatigue, increases job -site productivity Familiar 1:1 mixing ratio Easy to mix—less chance of error 100% Acrylic Provides long-term durability Water based Safe, non-toxic, clean up easily with soap & water ~ BMF We create chemistry Alpha Base Coat APPLICATION To adhere EPS to acceptable substrates or to other EPS: NOTCHED TROWEL METHOD—Apply mixed ALPHA BASE COAT to entire surface of insulation board using a stainless steel trowel with 13 mm x 13 mm (1/2" x 1/2') notches spaced 13 mm (1/2") apart, or 10 mm x 10 mm (3/8" x 3/8') notches spaced 10 mm (3/8") apart. -OR- RIBBON & DAB METHOD—Apply a ribbon of mixed ALPHA BASE COAT approximately 50 mm (2") wide by 10 mm (3/8') thick to entire perimeter of each board with a trowel. Apply dabs or ribbons of 10 mm (3/8") thickness by 100 mm (4') in diameter, approximately 200 mm (8") o.c. over entire surface of board to ensure uniform contact and high initial grab. Note. Ribbon & dab method is not recommended on gypsum sheathing substrates or DensGlass Gold®. Allow application of insulation board to dry (normally 8 to 10 hours) prior to application of ALPHA BASE COAT/Reinforcing Mesh. To adhere EPS tD approved substrates on SENERFLEX CHANNELED ADHESIVE DESIGN option only: Apply to solid surface of insulation board using a stainless steel trowel with 13mm x 13mm (1/2" x 1/2") notches spaced 50.8 mm (2") apart, with the notches installed vertically [parallel to the 50.8 mm (2") dimension]. Allow application of EPS insulation board to dry (normally 8 to 10 hours) prior to application of ALPHA BASE COAT/ REINFORCING MESh, As a Base Coat for embedding Reinforcing Mesh: ALPHA BASE COAT shall be applied so as to achieve Reinforcing Mesh embedment with no reinforcing Mesh color visible. Ensure Reinforcing Mesh is free of wrinkles. Allow ALPHA BASE COAT with embedded Reinforcing Mesh to dry hard (normally 8 to 10 hours) prior to application of Senergy Primer or Finish. LIMITATIONS 1, Requires job -site mixing. Must be used after mixing. 2. Protect Senergy materials during transportation and storage to avoid physical damage. 3. Store Senergy materials in a cool, dryplace protected from freezing. Store at no less than 4°C (40°I -j, Protect from extreme heat and direct sunlight. Shelf life is two years when unopened and stored as directed. 4. Do not apply Senergy materials in ambient temperatures below 4°C (4O'F). Provide supplemental heat during installation and drying period (at least 24 hours after installation and until dry) when temperatures less than 4°C (40°F) prevail, 5. Do not apply Senergy materials to frozen surfaces. HEALTH, SAFETY AND ENVIRONMENTAL Read, understand and follow all Safety Data Sheets and product label information for this product prior to use. The SDS can be obtained by visiting www.senergy.basf.com. Use only as directed. VOC Content 0 g/I, or 0 lbs/gal less water and exempt solvents, For medical emergencies only call chemtrec at (800) 424-9300. WARRANTY BASF warrants this product to be free from manufacturing defects and to meet the technical properties on the current Product Bulletin, if used as directed within shelf life. Satisfactory results depend not only on quality products but also upon many factors beyond our control. BASF MAKES NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TO ITS PRODUCTS. The sole and exclusive remedy of Purchaser for any claim concerning this product, including but not limited to, claims alleging breach of warranty, negligence, strict liability or otherwise, is shipment to purchaser of product equal to the amount of product that fails to meet this warranty or refund of the original purchase price of product that fails to meet this warranty, at the sole option of BASF In the absence of an extended warranty issued by BASF, any claims concerning this product must be received in writing within one (1) year from the date of shipment and any claims not presented within that period are waived by Purchaser. BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL, CONSEQUENTIAL (INCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF ANY KIND. Purchaser must determine the suitability of the products for the intended use and assumes all risks and liabilities in connection therewith, This information and all further technical advice are based on BASF's present knowledge and experience. However, BASF assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third parry intellectual property rights, especially patent rights, nor shall any legal relationship be created by or arise from the provision of such information and advice. BASF reserves the right to make any changes according to technological progress or further developments. The Purchaser of the Product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with a full application of the product(s). Performance of the product described herein should be verified by testing and carried out by qualified experts. For the most current version of this literature, please visit our website at www.senergy.basf.com. BASF corporation - Wall Systems I 3550 St Johns Bluff Rd South Jacksonville, Florida 32224 P: 888.338.7170 F: 904.996.6300 www.senergy.basf.com ® 2016 BASF Corporation rev 160426 Senergy Reinforcing M Balanced, open -weave glass fiber reinforcing Product Bulletin DESCRIPTION Balanced, open -weave glass fiber reinforcing mesh, twisted multi -end strands treated for compatibility with Senergy Base Coats. A variety of Reinforcing Mesh types are available to meet the different requirements of impact resistance at specific wall locations. Senergy SELF - ADHERING MESH TAPE, in addition to having the same properties as described above, is coated with a pressure sensitive adhesive. COLOR Senergy meshes are white, except 4" and 9" SHEATHING FABRIC which are gray. ash mesh USES 1. For use with all SENERFLEX Wall Systems and SENTURION Wall Systems, SENERGY Surfacing Systems and SENERGY Cement -Board Stucco`^ Systems and for EPS shapes on SENERGY Stucco Wall System that use either EPS or polyisocyanurate insulation boards and for use over EPS shapes on all SENERGY Wall Systems. 2. For above ground use with all SENERGY Surfacing Systems. 3, SENERGY SELF -ADHERING MESH tape only: reinforces SENERSHIELD over acceptable sheathing joints and reinforces SENERSHIELD over rough openings and at terminations. 4. FIBERLATH MESH only: reinforces and provides a keying device for base coat on Senerthik Class PM EIFS. 5. 4", 9" sheathing Fabric only: reinforces SENERSHIELD-R or SENERSHIELD-VB over acceptable sheathing joints and reinforces SENERSHIELD-R or SENERSHIELD-VB over rough openings and terminations. APPLICATION Corner Mesh: Install CORNER MESH at exterior corners. Apply mixed Base Coat to insulation board at outside corners. Immediately embed the CORNER MESH into the Base Coat by troweling from the comer; butt edges and avoid wrinkles. After Base Coat is dry Senergy 0 and hard, apply a layer of FLEXGUARD 4, INTERMEDIATE 6 or 12 Reinforcing Mesh over the entire surface of the CORNER MESH. Flexguard 4, Intermediate 6 and 12 Reinforcing Meshes: Fully embed clean mesh into wet base coat and smooth with a trowel so as to achieve mesh embedment with no mesh color visible. Double layers of FLEXGUARD 4 and INTERMEDIATE 6 mesh must be applied at all inside and outside corners. Window corners also require secondary reinforcement as per details. Lap Reinforcing Mesh 64 mm (21/2") minimum at edges. Strong 15 and Hi -impact 20 Reinforcing Meshes: Embed STRONG 15 or HI -IMPACT 20 Reinforcing Mesh in wet base coat by troweling from the center to the edges. Butt STRONG 15 or HI -IMPACT 20 Reinforcing Mesh at all adjoining edges, do not use to backwrap or bend around comers. Butt STRONG 15 or HI -IMPACT 20 Reinforcing Mesh at adjoining edges of CORNER MESH. Ensure Reinforcing Mesh is free of wrinkles and embedded in Base Coat so that no Reinforcing Mesh color is visible. After Base Coat with embedded Reinforcing Mesh is dry and hard (normally 8 to 10 hours), apply a layer of FLD(GUARD 4 or INTERMEDIATE 6 Reinforcing Mesh over the entire surface to achieve total nominal Base Coat/Reinforcing Mesh thickness of 2.4 mm (3/32'). Alkali resistance, compatibility with all SENERGY Base Coats; maintains tensile strength and flexibility for long-term durability; all glass fiber reinforcing mesh complies with ASTM E2098 Senergy SELF -ADHERING MESH TAPE; simplifies and speeds application of SENERSHIELD Water -Resistive Barrier _._,, , is BASF We create chemistry Senergy Reinforcing Mesh Self -Adhering Mesh Tape: Substrate shall be acceptable to BASF Wall Systems. Substrate shall be dry, clean, sound and free of release agents, paint or other contaminants. Verify that the substrate is flat, free of fins or anything that would hinder adhesion of the mesh. Unsatisfactory conditions shall be reported to the general contractor and corrected before application of the Senergy Wall System. Senergy SELF -ADHERING MESH TAPE may be applied direct from the roll. Center the mesh over the area to be reinforced. Firmly press the mesh onto the surface while unrolling, Avoid creating wrinkles and fish -mouths. If they occur cut out the area with a utility knife and re -apply, Overlap ends of Senergy SELF -ADHERING MESH TAPE a minimum of 63.5 mm (21/2"). Cover SELF -ADHERING MESH TAPE with a layer of SENERSHIELD, 411, 9" Sheathing Fabric: Apply mixed SENERSHIELD-R at all sheathing, joints, terminations, inside and outside comers and rough openings, Immediately place and center 4" or 9" SHEATHING FABRIC over wet SENERSHIELD-R or SENERSHIELD-VB at outside comers and rough openings. Ensure fabric extends evenly on both sides of the sheathing joint Lap mesh 63.5 mm (21/2") minimum at intersections, Allow to dry to the touch, before applying SENERSHIELD-R or SENERSHIELD-VB to entire wall surface. Limitations 1. Protect Senergy Reinforcing Mesh during transportation and installation to avoid physical damage. 2. Store Senergy Reinforcing Mesh in a cool, dry place protected from exposure to moisture. 3. See Senergy Specifications and Details for complete information on installation of Senergy Wall Systems. 4. Apply in temperatures of 4°C (40*0 and higher. Technical Data ASTM E 695 impact resistance: No cracks in the exterior insulation and finish system from a drop height of 1.83 m (6). Maximum indentation did not exceed 85 mm (0.33"). EIMA impact standard 101.86: FLEXGUARD 4/Standard Base Coat INTERMEDIATE 6/Standard Base Coat INTERMEDIATE 12/Standard Base Coat INTERMEDIATE 12 & FLEXGUARD 4/Standard Base Coat STRONG 15 & FLEXGUARD 4/Standard Base Coat HI -IMPACT 20 & FLEXGUARD 4/Standard Base Coat Standard Impact Resistance Standard Impact Resistance Medium Impact Resistance High Impact Resistance Ultra High Impact Resistance Ultra High Impact Resistance [2.8-5.6 J (25-49 inch -lbs)] [2.8-5.6 J (25--49 inch -lbs)] [5.7-10.1 J (50-89 inch -lbs)] [10.2-17.0 J (90-150 inch -lbs)] [over 17.0 J (150 inch -lbs)] [over 17.0 J (150 inch -lbs)] Dade county protocol 201 impact tests parge and small missile): Passed with various wall assemblies. See technical bulletin, EIFS and Coatings Tests Results, for details. Flexguard 4 Reinforcing Mesh: A single -layer application of FLEXGUARD 4 provides reinforcement for wall system areas not expected to receive abnormal abuse or traffic. Weave: Leno Weight: 142 g/m2 (4.2 oz/yd2) +/- 5% Fabric Count: 6 x 5 Packaging: 96.5 cm x 45.7 m (38" x 150') roll: 475 sf - 44.1 m2 9" Starter rolls: 24.1 cm x 45.7 m (9" x 150'): 112.5 sf -11.0 m2 122 cm (48" width): 600 sf - 55.8 m2 183 cm (72" width): 900 sf - 83.6 m2 244 cm (96" width): 1200 sf -111,51 m2 Intermediate 6 Reinforcing Mesh: A single -layer application of INTERMEDIATE 6 provides reinforcement for wall system areas not expected to receive abnormal abuse or traffic. Weave: Leno Weight: 190 g/m2 (5.6 oz/yd2) +/- 5% Fabric Count: 6 x 5 Packaging: 96,5 cm x 457 m (38" x 150') roll: 475 sf - 44.1 m2 Intermediate 12 Reinforcing Mesh: A versatile, intermediate weight mesh. While capable of being used for a complete single -layer application, INTERMEDIATE 12 is often used in conjunction with FLEXGUARD 4 or INTERMEDIATE 6 to offer added impact resistance at specific areas (.e, around doors or walkways). Weave: Leno Weight 373 g/m2 (11 oz/yds +/- 5% Fabric Count: 16 x 12 Packaging: 96.5 cm x 22.8 m (38" x 75') roll: 237.5 sf - 22.1 m2 Strong 15 Reinforcing Mesh: A medium/heavy-weight mesh intended for areas expected to receive traffic and abuse. STRONG 15 has special installation procedures including: 1. Edges are butted (not overlapped). 2. STRONG 15 cannot be used for backwrapping and will not bend around comers. 3. An application of STRONG 15 requires a continuous and lapped FLE)(GUARD 4 or INTERMEDIATE 6 application as an overlay. Weave: Hurl Leno Weight: 508 g/m2 (15 oz/yd) + 5% Fabric Count: 4 x 4 Packaging: 96.5 cm x 22.8 m (38" x 75) roll: 237,5 sf - 22.1 m2 Hi -impact 20 Reinforcing Mesh: A heavy -weight mesh intended for areas expected to receive a high degree of traffic and abuse. HI -IMPACT 20 has special installation procedures including: 1. Edges are butted (not overlapped). 2. HI -IMPACT 20 cannot be used for backwrapping and will not bend around comers. 3. An application of HI -IMPACT 20 requires a continuous and lapped FLEXGUARD 4 or INTERMEDIATE 6 application as an overlay. Weave: Hurl Leno Weight: 675 g/m2 (20.0 oz/yd) +/- 5% Fabric Count: 4 x 3 Packaging: 99.0 cm x 22.8 m (39" x 75') roll: 243.75 sf - 22.6 m2 Comer Mesh: An intermediate -weight mesh for use at exterior comers when added impact resistance or clean, crisp corners are desired. CORNER MESH is pre -marked for easy bending. An overlay of FLD(GUARD 4, INTERMEDIATE 6 or 12 is required when CORNER MESH is used. Weave: Plain or Hurl Weight: 304 g/m2 (9.0 oz/yd2) +/- 5% Fabric Count: 12 x 4 Packaging: 22.9 cm x 45.7 m (9" x 150') roll: 112.5 sf -10.47 m2 Self -Adhering Reinforcing Mesh Tape: A standard weight mesh coated with a pressure sensitive adhesive and used with SENERSHIELD water -resistive barrier as reinforcement over acceptable sheathing joints, rough openings and at terminations. Weave: Leno Weight: 169 g/m2 (5 oz/yd) +/-10% Packaging: 4" Rolls: 10.2 cm x 45.7 m (4" x 150): 50 sf - 4.66 m2 9" Rolls: 22.9 cm x 45,7 m (9" x 150'): 112.5 sf -10.47 m2 411, 9" Sheathing Fabric: 4", 9" SHEATHING FABRIC is used with SENERSHIELD-R or SENERSHIELD-VB air/water-resistive barrier as reinforcement over acceptable sheathing joints, rough openings and at terminations. Packaging: 4" SHEATHING FABRIC: 10.2 cm x 54.8 m (4" x 180 ft) roll: 60 sf - 5,59 m2 9" SHEATHING FABRIC: 22,9 cm x 54.8 m (9" x 180 ft) roll: 135 sf -12.55 m2 Senergy Reinforcing Mesh HEALTH, SAFETY AND ENVIRONMENTAL Read, understand and follow all Safety Data Sheets and product label information for this product prior to use. The SDS can be obtained by visiting www.senergy.basf.com. Use only as directed. TECHNICAL SUPPORT Consult our Technical Services Department for specific recommendations concerning all other applications. Consult the web site, www.senergy.basf,com for additional information and for updated literature. WARRANTY BASF warrants this product to be free from manufacturing defects and to meet the technical properties on the current Product Bulletin, if used as directed within shelf life. Satisfactory results depend not only on quality products but also upon many factors beyond our control. BASF MAKES NO OTHER WARRANTY OR GUARANTEE, EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TO ITS PRODUCTS, The sole and exclusive remedy of Purchaser for any claim concerning this product, including but not limited to, claims alleging breach of warranty, negligence, strict liability or otherwise, is shipment to purchaser of product equal to the amount of product that fails to meet this warranty or refund of the original purchase price of product that fails to meet this warranty, at the sole option of BASF. In the absence of an extended warranty issued by BASF, any claims concerning this product must be received in writing within one (1) year from the date of shipment and any claims not presented within that period are waived by Purchaser. BASF WILL NOT BE RESPONSIBLE FOR ANY SPECIAL, INCIDENTAL, CONSEQUENTIAL (INCLUDING LOST PROFITS) OR PUNITIVE DAMAGES OF ANY KIND. Purchaser must determine the suitability of the products for the intended use and assumes all risks and liabilities in connection therewith. This information and all further technical advice are based on BASF's present knowledge and experience. However, BASF assumes no liability for providing such information and advice including the extent to which such information and advice may relate to existing third party intellectual property rights, especially patent rights, nor shall any legal relationship be created by or arise from the provision of such information and advice. BASF reserves the right to make any changes according to technological progress or further developments. The Purchaser of the Product(s) must test the product(s) for suitability for the intended application and purpose before proceeding with a full application of the product(s). Performance of the product described herein should be verified by testing and carried out by qualified experts. For the most current version of this literature, please visit our website at www.senergy.basf.com. BASF Corporation - Wall Systems 1 3550 St Johns Bluff Rd South Jacksonville, Florida 32224 P: 800.221.9255 F: 904,996.6300 www.senergy.basf.com ® 2016 BASF Corporation rev 160427 Senergy® Senerflex Finishes U PRODUCT BULLETIN 1021095 Descrilpillon 100% acrylic polymer finishes with advanced technology to improve long-term performance and dirt pick-up resistance. Colors & Text gyres Available in 126 standard and custom colors in a variety of textures to complement the design freedom of Senergy Wall Systems or to impart the look of stucco on other exterior and interior walls. Packaging 31.7 kg per 19 -liter pail (70 lbs per 5 -gallon pails) Covarages Coverage rates may vary depending on the coating texture porosity of substrate and application techniques, Belgian lace Finish: 14,8 m2 (160 ft) per pail Classic Finish: 13 m2 (140 ft) per pail Coarse Finish: 8.3 m2 (90 ft2) per pail Fine Finish: 13 m2 (140 ft2) per pail Sahara Finish: 11.1 m2 (120 ft� per pail Texture Finish: Coverage varies depending upon application. £' BASF The Chemical Company Senerflex® Finishes Fine Factory -mixed, 100% acrylic polymer finish coat. Available in Senergy's standard colors and custom colors. FINE Finish utilizes uniformly -sized aggregates for a uniform, fine texture. Sahara Factory -mixed, 100% acrylic polymer finish coat. Available in Senergy's standard colors and custom colors. SAHARA Finish provides a uniform, "pebble" appearance, ` Texture Factory -mixed, 100% acrylic polymer finish coat. Available in Senergy's standard colors r and custom colors. TEXTURE Finish can achieve a wide variety of free -formed, textured appearances, including stipple and skip -trowel. Note: If a "smooth" application is required, multiple coats and skillful application techniques will be required. Belgian Lace Factory -mixed, 100% acrylic polymer finish coat. Available in Senergy's standard colors and custom colors. BELGIAN LACE Finish has a fine "worm -holed" appearance which is achieved by the random aggregate sizes in the Finish. The small "worm -holed" look can be circular, random, vertical or horizontal. Classic Factory -mixed, 100% acrylic polymer finish coat. Available in Senergy's standard colors and custom colors. CLASSIC Finish has a medium "worm -holed" appearance which is achieved by the random aggregate sizes in the Finish. The "worm -holed" look can be circular, random, vertical or horizontal. Coarse Factory -mixed, 100% acrylic polymer finish coat. Available in Senergy's standard colors and custom colors. COARSE Finish has a heavy "worm -holed" appearance which is achieved by the random aggregate sizes in the Finish. The "worm -holed" look can be circular, random, vertical or horizontal. fj Belgian Lace Factory -mixed, 100% acrylic polymer finish coat. Available in Senergy's standard colors and custom colors. BELGIAN LACE Finish has a fine "worm -holed" appearance which is achieved by the random aggregate sizes in the Finish. The small "worm -holed" look can be circular, random, vertical or horizontal. Classic Factory -mixed, 100% acrylic polymer finish coat. Available in Senergy's standard colors and custom colors. CLASSIC Finish has a medium "worm -holed" appearance which is achieved by the random aggregate sizes in the Finish. The "worm -holed" look can be circular, random, vertical or horizontal. Coarse Factory -mixed, 100% acrylic polymer finish coat. Available in Senergy's standard colors and custom colors. COARSE Finish has a heavy "worm -holed" appearance which is achieved by the random aggregate sizes in the Finish. The "worm -holed" look can be circular, random, vertical or horizontal. Uses 1. Provides an aesthetically pleasing surface color and texture for the Senergr Wall Systems. 2. Can also be utilized as a textured Finish for poured concrete or unit masonry, conventional stucco, Senergy Stucco Wall System, Senergy Cement -Board Stucco"' Systems, all Senergy Surfacing Systems, and interior veneer plaster or gypsum wallboard. Technical Information Consult the BASF Wall Systems Technical Services Department for specific recommendations concerning all other applications. Consult the Senergy website, www.senergy.cc, for additional information about products and systems and for updated literature. Mbdng 1. Mix the contents of the factory -prepared Finish pail with a low speed drill and paddle mixer until thoroughly blended. 2. A small amount of clean, potable water may be added to adjust workability. 3. Additives are not permitted. 4. Close container when not in use. 5. Clean tools with soap and water immediately after use. Surface Preparation Substrates must be clean, dry, sound and free of loose material, releasing agents, paint, efflorescence, contaminants and other coatings. Fill cracks or voids with an appropriate, compatible material to provide a solid substrate prior to application of SENERFLEX FINISH. Ensure patching material is dry prior to application of SENERFLEX FINISH. Note: The primers are more for color uniformity, not for adhesion assistance. Concrete: 1. Allow concrete to cure prior to application of SENERFLEX FINISH. 2. Remove all projections, form lines and release agents. 3. When needed, apply Senergy TINTED PRIMER to cured concrete with a sprayer, 10 mm (3/8'� nap roller or good -quality latex paint brush at a rate of approximately 3.6-6.1 m2 per liter (150-250 ft' per gallon). TINTED PRIMER shall be dry to the touch before proceeding to the SENERFLEX FINISH application. 100% acrylic polymer -based Provides long-term durability and weather chemistry resistance Integral color Reduces maintenance and recoating Weather resistant Repels water and resists wind -driven rain Seals existing, non-moving Protects hairline cracks Breathable Does not blister, peel or flake Abrasion resistant Durable Factory mixed Ready to use, no additives to mix Water based Safe, non-toxic, clean up easily with soap and water High UV resistance Resist fading nem` Finishes Unit masonry: 1. Allow unit masonry to cure prior to application of SENERFLEX FINISH, 2. Remove all loose mortar and projections. 3. When needed, apply a leveling coat of STANDARD BASE COAT or ALPHA GENIE BASE COAT to provide a smooth surface and minimize the likelihood of mortar joint read through prior to application of SENERFLEX FINISH. Stucco: 1. Allow stucco to cure before applying SENERFLEX FINISH. 2. When needed, apply Senergy STUCCO PRIME to cured stucco with a sprayer, 10 mm (3/8') nap roller or good -quality latex paint brush at a rate of approximately 3.6-6.1 ml per liter (150-250 ft' per gallon). STUCCO PRIME shall be dry to the touch before proceeding to the SENERFLEX FINISH application. Application 1, Substrate shall be dry, clean, sound and free of releasing agents, paint or other residue, contaminates or coatings. Verify substrate is flat, free of fins or planar irregularities greater than 6.4 mm in 3 m (1/4" in 10'). 2, Apply Finish directly to the Senergy Base Coat/Reinforcing Mesh with a clean, stainless steel trowel. Note: In order to minimize the possibility of Base Coat read -through with color #330 Maya -White in CLASSIC and BELGIAN LACE, we recommend the use of Tinted Primer. Base Coat read -through with CLASSIC or BELGIAN LACE Finish in Maya -White is very applicator dependent 3. Apply and level Finish during the same operation to minimum obtainable thickness consistent with uniform coverage. 4. Maintain a wet edge on Finish by applying and texturing continually over the wall surface. 5. Work Finish to corners, joints or other natural breaks and do not allow material to set up within an uninterrupted wall area. 6. Float Finish to achieve final texture, Limitations 1. Does not bridge moving cracks. 2. Must be stored, applied and protected at least 24 hours after installation and until dry at 4°C (40°0 or more. Protect from extreme heat and direct sunlight. 3. Protect Senergy materials during transportation and installation to avoid physical damage. 4. Do not apply Senergy materials to frozen surfaces. 5. If using a thicker application of TEXTURE Finish, a longer drying period will be required. 6. Appearance of CLASSIC, BELGIAN LACE, and COARSE might vary if floated by different mechanics. 7. Shelf life is two years when unopened and stored as directed. 8. Select Rnish Coat color with a light reflective value (LR1Q of 20% or higher. The use of dark colors (LAV less than 20%) is not recommended with OFS that Incorporate expanded polystyrene (EPS). EPS has a sustained service temperature limitation of approArri telt' 160`F (71°C). Technical Data Test Result Fire Tests: UL 723/ASTM E84 Flame Spread < 25 Surface Burning Characteristics Smoke Developed < 450 Physical Tests: ASTM E96 Method B CLASSIC Finish with STANDARD BASE COAT/ Water Vapor Transmission FLEXGUARD 4 & HI -IMPACT 20:1.7 Perms CLASSIC Finish with NC -II BASE/ FLEXGUARD 4: 7.3 Perms SAHARA Finish with STANDARD BASE COAT/ FLEXGUARD 4:15.1 Perms ASAP/CLASSIC Finish with STANDARD BASE COAT/ FLEXGUARD 4:17 Perms CLASSIC Finish with STANDARD BASE COAT/ FLEXGUARD 4:19 Perms CLASSIC Finish with ALPHA DRY BASE COAT/ FLEXGUARD 4: 22.4 Perms ASTM D2247 No deleterious effects after 14 days exposure. Water Resistance in 100% R.H. ASTM 13117 No change after 300 hours. Salt Fog Resistance Mil. Std. 810B Method 508 No fungus growth after 28 days. Mildew Resistance Chemical Resistance (Determined by spot testing the sample Turpentine = slight softening surface with turpentine, mineral spirits, Mineral spirits = slight softening and 10% hydrochloric acid for 4 hours). 10% Hydrochloric acid = slight softening ASTM D968 Finish Coat not worn through after Abrasion Resistance 686 liters of falling sand. ASTM G53 No significant deleterious effects after 7500 hours. Accelerated Weathering ASTM G23 No significant deleterious effects after 2000 hours. Accelerated Weathering Acid Rain Finish Coat was slightly soft upon removal, but recovered upon overnight drying. Health and Safely Residential Policy (n On one and two-family residential framed Contains SIIICa, Cystalilne quartz. construction, BASF Wall Systems requires that the wall system selected be one that Risk Includes provisions for moisture drainage. May cause eye, skin or respiratory irritation. Ingestion may cause irritation. Contains crystalline The choices Include to of lineial silica. NTP and IARC recognize respirable crystalline silica as a suspected human carcinogen. water managed EIFS, ccomommerrcc Senerflex® wall Systems integrating The exposure to crystalline silica during the normal use of this product will be little or none, moisture management features, &energy Premutl�is Stucco Wallstem, and Senergy Cement - Board Stucco- Systems. Senergy Exterior Avoid contact with eyes, skin and clothing. Use with adequate ventilation. DO NOT take internally, Surfacing systems for Insulating concrete Wash thoroughly after handling. Use impervious gloves, eye protection and if the TLV is exceeded forms are also acceptable. There are no or if used in a ventilated area, use NIOSI-i/MSHA poorly approved respiratory protection in accordance exceptions to this policy. Under no circumstances will BASF Wall Systems with Federal, state and local requirements. Keep container closed when not in use. All label warrant the use of any other system on warnings must be observed until container is commercially cleaned or reconditioned. this type of construction without expressed written authorization from BASF Wall First Aid Systems [Residential construction using 1. For eye contact, flush thoroughly with water for at least 15 minutes. SEEK MEDICAL ATTENTION• EIFS on masonry (CMU) or poured concrete 2. For skin contact, wash affected areas with soapand water. If irritation persists, SEEK MEDICAL p does not require the additional water management provisions described above.] ATTENTION. Remove and wash contaminated clothing. 3. If ingested, do not induce vomiting medical advice. If conscious, drink plenty of water, If a See the Senergy Residential Policy Bulletin person feels unwell or symptoms of skin irritation appear, consult a physician. If a person for a more Consult BASF discussion h this topic. Systems Technical position. Never Iva b mouth to an vomits, place him/her in the recoveryganything y Services Department for specific unconscious person. recommendations concerning all other 4. if inhaled, remove victim from exposure. If difficulty with breathing, administer oxygen. If applications. Consult the n web -site, breathing has stopped administer artificial respiration, preferably mouth-to-mouth. SEEK wwwsenergy.cc for addltiolonal Inf Information about products and systems and for MEDICAL ATTENTION. updated literature. Read Material Safety Data Sheet before using this product Disclaimer Proposition 65 This Information and all further technical This product contains materials listed by the state of California as known to cause cancer, birth advice are based on BASF's present knowledge and experience. However, BASF defects or other reproductive harm. assumes no liability for providing such VoC C,OITt d Information and advice Including the extent to which such Information and advice may 26-37 g/I, or 0.22-0.31 lbs/gal less water and exempt solvents. relate to existing third party Intellectual For medcal emergencies only call cherntw at 424-9300, property rights, especially patent rights. particular, BASF disclaims all CONDITIONS AND WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE OR MERCHANTABILITY. BASF SHALL NOT BE RESPONSIBLE FOR CONSEQUENTIAL, INDIRECT OR INCIDENTAL DAMAGES (INCLUDING LOSS OF PROFITS) OF ANY KIND. BASF reserves the right to make any changes according to technological progress or further developments. It Is the customer's responsibility and obligation to carefully inspect and test any Incoming goods. Performance of the product(s) described herein should be verified by testing and carried out only by qualified experts. It Is the sole responsibility of the customer to carry out and arrange for any such testing. Reference to trade names used by other companies is neither a recommendation, nor an endorsement of any product and does not Imply that similar products could not be used. BASF Wall Systems 3550 St. Johns Bluff Road South Jacksonville, FL32224-2614 Phone 800 • 221 • 9255 Fax 904 • 996 • 6300 www.senergy.cc 02006 BASF Wall Systems. Printed in U.S.A. 08/06 Senergy Senergy EIFS, Coatings, and Air/Water-Resistive Barriers Warranty Schedule Technical Bulletin BASF Wall Systems offers a package of progressive warranty options for its EIFS commensurate with product and system upgrades. The information provided here summarizes the warranties we offer, For additional assistance in evaluating the systems, please visit the Senergy web site at www.senergy.basf.com, call the BASF Wall Systems Technical Department at 1-800-589-1336 or contact your local Senergy distributor. Barrier EIFS Senerflex Classic PB Wall System Warranty Approved Insulation, Senergy Base Coat, Senergy/BASF Reinforcing Mesh with: Senerflex Finish Senerflex Tersus Finish Senerflex Secondary Weather Barrier Wall System SenergyAir/Water-Barrier, Approved Insulation, Senergy Adhesive/Base Coat, Senergy/BASF Reinforcing Mesh with; Senerflex Finish Senerflex Tersus Finish Moisture Drainage EIFS Senerflex Channeled Adhesive Design Wall System SenergyAir/Water-Resistive Barrier, Approved Insulation, Senergy Base Coat, Senergy/BASF Reinforcing Mesh with: Senerflex Finish Senerflex Tersus Finish 5 Years Material 7 Years Material Warranty 7 Years Material 10 Years Material Warranty 10 Year Limited Labor, Material & Drainage 12 Year Limited Labor, Material & Drainage Senturion Wall Systems Warranty ApprovedAir/Water-Resistive Barrier, Approved Insulation, Senergy Base Coat, Senergy/BASF Reinforcing Mesh with: Option 1 - T & StuccoWrap. DrainWrap, CommericalWrap_ D Senerflex Finish 5 Year Material Option 2 - Code Approved Air/Water-Resistive Barrier, 7 Year Material Grooved Insulation Senerflex Finish Option 3 - Code Approved Air/Water-Resistive Barrier BASF Drainage Mat and Senerflex Finish 10 Year Material CJ a BASF We create chemistry Senergy EIFS, Coatings, and Air/Water-Resistive Barriers Warranty Schedule Adhered Mat Design Warranty Metal Lath or PermaLath 1000, Approved Insulation, Senergy Base Coat, Senergy/BASF Reinforcing Mesh with: Senerflex Finish 5 Year Material Senerflex Tersus Finish 7 Year Material Senergy Air/Water-Resistive Barrier and Senerflex Finish 7 Year Limited Labor, Material & Drainage Senergy A! r/Wate r- Resistive Barrier and Senerflex Tersus Finish 10 Year Limited Labor, Material & Drainage Platinum Insulated Wall Systems Platinum Cl Wall System Warranty Senergy Air/Water-Resistive Barrier, Neopor GPS Plus Rigid Insulation, Senergy Base Coat, Senergy/BASF Reinforcing Mesh with: Senerflex Finish 10 Year Limited Labor, Material & Drainage Senerflex Tersus Finish 12 Year Limited Labor, Material & Drainage Cement Board Wall Systems CBS 1000 Wall System Warranty Code Approved Air/Water-Resistive Barrier, Senergy Base Coat, Senergy/BASF Reinforcing Mesh with: Senergy Finish 10 Years Material Air/Water-Resistive Barriers and Flashing Used behind non-Senergy Wall Systems Warranty Senershield-R 5 Years Material Senershield-RS 5 Years Material Senershield-VB 5 Years Material MaxFlash 5 Years Material EIFS Resurfacing System Senergy Base Coat, Senergy/BASF Reinforcing Mesh with: Warranty Senerflex Finish 5 Years Material Senerflex Tersus Finish 7 Years Material Direct Applied for Soffit/Ceilings Senergy Base Coat, Senergy/BASF Reinforcing Mesh with: Warranty Senerflex Finish 5 Years Material Finishes Used over an acceptable substrate Senerflex Finish Senerlastic Finish Chroma Finish Senerflex Tersus Finish Senerlastic Plus Finish Specialty Finish Coatings Used over an acceptable substrate Color Coat Metallic Color Coat Senerlastic Coating Senerlastic Plus Coating Tersus Color Coat Warranty 3 Year Limited Material 5 Year Limited Material 6 Year Limited Material &Anti -Fade 7 Year Limited Material 7 Year Limited Material 7 Year Limited Material Warranty 3 Year Limited Material 3 Year Limited Material 5 Year Limited Material 5 Year Limited Material 5 Year Limited Material Senergy EIFS and Coating Warranty Schedule For the most current version of this literature, please visit our website at www.senergy.basf.com. BASF Corporation - Wall Systems 1 3550 St Johns Bluff Rd South Jacksonville, Florida 32224 P: 800.221.9255 F: 904.996.6300 www.senergy.bast.com 0 2017 BASF Corporation rev 170809 PROPERTYINFORMATION 1) Property: 10401 W 44TH AVE, WHEAT RIDGE CO 80033-2703 C024 APN: 69-03-21-000000-NE005-0427-01-000 Alt APN/Sched 39-211 -00-022 County: JEFFERSON, CO „ Use: VACANT LAND (NEC) T/R/S: 39-21 Property Tax: $1,935.66 Total Value: Map Page: Tax Year: 1997 f Land Value: $38,350 Map Ref 2: Tax Area: 3109 Imprv Value: $62,100 Census: 104.03 Exemptions: Assd Year: 1997 Subdivison: ACREAGE % Improved: 61% Owner: VITALE RAFFAELE & FILOMENA M Phone: Mail: 3910 SIMMS CT; WHEAT RIDGE CO 800333875 C013 SALES INFORMATION LAST SALE Record/Sale Date: Sale Price/Type: $92,500 Doc 94156516 Deed Type: 1st Mtg/Type: Lender: Title Co: Seller: Sale Comments: Transfer Type: #Parcels/Last Sale: Nominal Info = Date: SITE INFORMATION # Units: 4 # Buildings Zoning: County Use: 5179 State Use: ImproveType: Legal BIk/Bldg: 0 Legal LoUUnit: 0 Legal Plat BkPg: Legal: 09123/1994 Doc PRIOR SALE 91009744 Lot Size: Lot Area: Site Influence: Water: Sewer: Utilities: Park Type:. Park# /SF: Comments: PROPERTY CLASS:MIXED USE LAND Type: A0.30 13,460 Bldg/Liv Area: 2,650 01/10/1991 Bsmnt Area: 1,248 Bsmnt Type: $/SqFt: $7 YrbIVEff: 1930 # Stories: Rooms: Bedrooms: Full/Half Bath: Ttl Baths/Fixt: Fireplace: Porch: Y Construct: Foundation: Ext Wall: Int Wall: Floor: Roof Type: Roof Matl: Air Cond: Heat Type: Fuel Type: Pool: Blda Desc Size PA1 7000 1960 OO 1996 Win2Data 2000 Page: 1 of 1 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 Apri129,1999 Raffaele and Filomena Vitale 10401 W. 44`h Avenue Wheat Ridge, CO 80033 The City of ~~pF WHEqT O GVVheat ~ ~m GR 1Cige c°toRaoo RE: A new parking lot at 10401 W. 44"' Ave., Wheat Ridge, Colorado. Deaz Mr., Mrs. Vitale, It has come to our attention that an asphalt parking lot has been constructed on yourproperty. The City has no record of a permit being issued far these improvements and there are drainage concerns that have developed due to these improvements. Please contact Greg Knudson at (303) 235-2868 or myself at (303) 235-2853 no later than May 3.1999 for more information about what will be required to correct this situation. The City of Wheat Ridge strives for voluntary compliance and would appreciate your timely response regazding theseissues. Sincerely, ` Darin Margan Codes Administrator cc address file Alan Wlute, Planning and Development Director Greg Knudson, Development Review Engineer (303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235-2949 N W ~ N Q N 6jJ W ~ T R O! t0 V ^ N ~ ~ m W GL Q N N N W X W to V A N ~ ~M 1i1 W ~ ~ W 2_ ! 0 r U W 0 ~ ~ W 3 Lt. 0 H V ~ # # IK N d ~ y ~,n . Y d C/) ~ a~ V ~ y „ a c ~ 1i ~ Y lO C " ~w « O c O .Y N N • ~ L O y~ n ~ > -o ~ 1 o ~ 0 : ? O N ~ 6 V m - o ~ >o 0 c J m " C L O > > ' ~p L p~ • f . 's ~v t : -i; ` t' i . . . \ . ~ ~ y , C O ~ 0 a > :O c 0 0 ~ U O y L o :n : y F m ~ O V ~ W > ai a O 'O c W w 0 C ~ O L Z ~ o ~ C 0 s o O C . ~ e 3 } L ~ ~ F I ~ 4 I N ~ 3 N ~ Q N y m m p ~ lA > a ~ rn w ~ 0 C C V y o 0 • ~ ~ S C d U N p 'o a ~ y O C C A V L • ~ ` Z ~ o m O Y V - U O ~ U y . O 1E O O m E ~ W a p o L ~ c w L o L T ~ lp Y C O L V y N Y -o A V ~ d d ~ O ~ > O J t ` O . N N C - . ~ O ~ O . } L m . . . . ~ : d V ~m Q N y . c W O W GL H Z 0 e 3 N . Q i DATE: (U A CERTIFICATE OF OCCUPANCY HAS BEEN REQUESTED FOR: ~ ( C) qtJ ( iJj. c.: PURPOSE OF STRUCTURE: L ' Bailding Dept. approval: Remarks: ,..Zoning Epproval: Remarks: Q/C ...~2- -J BUILDING DEPARTMENT , (303) 235-2855 A CITY OF WHEAT RIDGE 4 ~ ~ Correction Notice rt~ Job Located at i have this day inspected this structure and these premises and F have found the following violations of City and/or State laws gow ' ; erning same: til,.~'.E`•-~. C,d'~f'r2 & ,.:f..' f21.nlsr- ~ Gc1 fN.~- rja b-SGG L.~n jI . Y You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. ` J Date . . . . Jnspector for Building Dept. DO NOT REMOVE THIS TAG ,..-FORM WR6-22 . . . . . . . 6.. , . ~ . . _ . . . ..,~.:s~~ BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job Located at lh~~ .r'/ P 6L--, 611 r I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gow - ` erning samec C> G.~ y 1--f 1/ ~ f~Cs'Gs' 3^ e-3 M. You are heceby notified to correct the foregoing violations. `When corrections'have been made, call for inspection. Date . ~ Inspector for Bullding Dept. , DO-NOT REMOVE THIS TAG FORM W146,22, t _ . . . ...,.u.~_ PERMRNUMBEN M94#19859 ~:•y.~'._','# a~ m ~ o O F n c 9 s ~ ~ m n m p ~ y 9 ~ C~~„',t.. E ll y "n D c .1' p 9 O ~ w m»w~ ~ J n Z Z Z fO (D m o~ c o O c r a w~c0/mm l~ g < ' ^m O o N r ~~m;. I~' m m vi ~ m,c m m ~ " ~ m n v n c'^ ~ mo°- ` c m° A O c' o^' Fy~ . 1. 0 3 (~D cA+ ~ 6~3m 'fi' v/ t m G ~ p aro N' ~ l 1 C) 9 3 yc? `L > 0 0 m 3 m < (D s M3 3 s 4e,~_ Cn . CD N momO y w r ~ m m m~ 9 25 0 M a. ~ O %'U.~;\)r(•';1(iiP: ~ ~ ~ o ~ o d a~ 'c m W ~ m 9 6 O S (11 it ',~~t`~t • N; ~ n m c n~°m n n m~ E SC' n,~Q o~ 9 O ' x ^ ~ G ~ m n m a Q w ^ c ~ a m m ~ i v < Q o O w > 3~vr✓ m O A m £ n O ~ l 1 6 K N O 0 0 ~ 0 p 03E C. F m £ a `G s m o~o p to CD N VERMRNUMlEN M94#19859 7 v< 4}~. i- F 0 ~ m 0 0 ? ~ M 3 ~ p y c I ° a m U ? ' m o o ~ m o m m o Om o Q c m a m 3 ~ m ~a m o S 3 ~ ~ m m ~ 00 ~ o 0 m m v p~ c D d n ~ rQ 0 0 0 m ro £ T m ~ 7 o O 9 ~ ~ D ~ x r m p m ~ ~ O ~ 9 G 9 0 y O Y Z y c a x ~ O O v+ m oy ~ C ct ~ y w F-~ 0 p 0 ~ 2 m x m c n f ~ ww3w c 0 m M 9 A ~ ~ n m w mroco N mm ~w P ~ m l { N m y~+. „ y 5m _ [rl r ~m„W m no z ~ ey N ^ ~ m m» ~ H ~ Nm ~ m~3Q H z F-1 ng»~ tn o~ n D > ~ y m° mv~D ~tl, g o oy 00n^ ofTZ ~b o-o°» 0 o O 1 ^ m o~ f11 D ~ I%h ,ic-~ ro<- ~9 0 0 'M Mx O O 25~+ m y ^ I~-C m w m cn m ^ m n Q'^ z v~ m na ~ y m x ' om o y o > 3Fc ai H o ' ~ ~ r ~ G Ov m m tI ~ ao C ' v 03~ N w FC v j ~.a cf m£ pp O' F+ n = Q' ? < o~o to (D ~ N N y W Z F' O WN ~ J ('f V ZZ W a Z ~m O W L1. W = M ~ W ~ ~ 0Z 0 ~ W :3 o W a v 0 O~ ~ ~ Z WQ ~ /U~ T CO) 0 Z V~ i 2 ~ N 0 0 Q ~ 0 =i 0 ~ W V ~ W ~z ~ W =is Q ~ W ~ N ~ ~ ` ~ r W 0 Y I r~ft ~ ~ 4[9 ~ ~ 0 , ~ O ~ W ~ z O ~ ~ F~ (3 CM) ~ W ~ l ¢ a Cl) a ~ Z 3 O ~ ~ - O U z a ~ U 0 W a ~ ~ ~ ~ 00 N ~ ti ~ 0 w ~ ~ w ¢ 0 rn Ln W m ~ v a~ (71 rl > N ~ o 0 z ~ w w a o d ~ ~ ] 2 J Z > > 3 m C ~ ~ W ~ 0 ~ z 0 ~ W ~ z U ~ ~ N ~ - w d ~ 0 U y ¢ Y z ¢ H m Z o w U (n ir m o O W Lo ~ = F- z 0 F- 0 Z Z ¢ ~ w a U) w U a ~ W F Q ~ J J Q z 0 Cf) 1- C/) ~ ~ ~ 0 (~j W a ~ o ~ u i z - U w a U) Z 0 o c o ~ y. C o ° o co 'p ~ lL N C O ti N C y tn U C i O G O~C C"l L !6 .d 0 W Z ~ ~ z w w m ~ a 2 W > O m Q z, 0 W W ir U Z 0 0 Z cr Z) 0 a 0 w Z 0 Z W w m N a w > 0 m Q F- z ~ ~ 0 0 J U- Er D 0 a- H O Z 0 0 0i$1 ~ R N a ~ x i \ \ ~ ~ . . ~ v s , 0 0,• ` ~ f5 ~ N CY i a ~ c 7 O c p C S N d J d 7 C d C a) "a ~ ~ C C ~ ' C 7 X lL X IL N > -iS 0 ` E ~ ~ C c o ~ ~ ~ C ~ N i (6 c ` ' c ~ C i6 N , tf ~ R N p E p CJ ~ r'n 3 o 0 ¢ .F ¢ 4)t5 ~ i ~ o c ~ p m a ~ ~ s w w a ¢ ii 0 H V LL W h ~ a W V ~ LU r ~ _ W G ~ ~ d ~ O O ~ ~t-o V ~ Q ~ V [A~ M •DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : 95-779 Date :4/20/95 Property Owner Property Address Contractor License No. TOSCANO JAMES N 10401 44TH AV 17305 Phone : 298-1155 Company : Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiy that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all wnditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Construction Value : $2,950.00 Permit Fee : $45.00 Use Tax : $44.25 Total: $$9.25 Description : INSTALL AWNING SIGN ILLUMINATED - 3 SIGN FACES 10 SQ FT, 12 SQ FT & 30 SQ. FT=52 SQ FT Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : HM~ow....e~m n Ngimmag~' IRN- O tN (1) This permitwas issued in accordance with the provisions set forih in yopur appliration and is subjectto [he laws of the State of Colorado and [o the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any o[her applicable ordinances of the City. (2) This permii shall expire if (A) the work authorizetl is not commenced wi[hin sixty (60) days (rom issue date or (B) the building authorized is suspentled or abantloned for a period of 120 days. (3) If this permit expires, a new permit may 6e acquired for a fee of one-half the amount normally requiretl, provided no changes have been or will be made in Ihe original plans antl specifications antl any suspension or a6antlonment has not exceeded one (1) yeac If changes are made or if suspension or a6andonment exceeds one (1) year, tull fees shall be paid for a new pertnit. (4) No work of any manner shall be done thatwill change the naturel flow of water causing a drainage problem. (5) Contractor shall notify the Builtling Inspectortwenty-four (24) hours in advance for all inspeclions and shall receive writlen approval on inspection card before pro ing with successive phases of the job. (6) The'iss ance of a permi[ or the approval of d2win9s and specifcations shall not be construed [o be a permit for, nor an approval of, any violalion of the provisions pf the b ilding codes or any other ordinance, law, rule or regula[ion. Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION m ~._p ~w...~,.~ _.._.w..~__tl._..__ ._..~o._. _ ~ E ~ ` ~ ~ ~ ? 0 1/4' HOLES ~ v, , i~ - U 3 Mi- T ~•zi~xiie~ ALUM~ FRAMING ~ ~ ~ 1i3 ~ ~ / i€ , ` Q 7/16' HOLE ` ~ , \ \ \ _.S.__ . / ' f J~9 t ~ '1 ~ ' fX2STING 2' X 6' ~Z` CLIP \ STUD YALL @ 16 i _ O.C, ~ „ ~ , #14 X 3/4° TEK SCREWS ~ z. ~ , f', r ~ ' "o~ ~ ~ - ' j'~,. 1` X 1" ALUM, ~ ~ ~ + - _ / FRAMING 'Z' CLIPS 2 32't ' (TOP 6 BOTTOM) tSEE DETAIC A> i ~ ~ ' ' r ,r ~~i 3/B ~ X 3 LAG B~LT ~ ~ INT~ STUD , ~ ~ ' \ / ~ ~ i i ~ ~ ' r~ , ~.~._._____a.____~___,.~-- ~ ( I ~``i~ t; ~ f, ~I+6" , F . _ _ f r 1 'r scat~: i =i~-o" / a e 1i { „u ' NOT Tfl SCAIE T Y P I C A L Z C L I P A T~ . ~ I ~ ~ ° . , y~° ~ .P"~ A...-.,.._...~ L ~ i i ~ A , ~ ~ ! ~~x~~X~~a~ ~ ~ ~ ALUM~ FRAMING . \ t . . ~ ' rl_ EXISTING 'c' X 6' ~ s I ~ I ~ s STUD WALL Q 16' ~ ~ U,C~ i I ~4; 3 1 ° I ~ } ~ ~ '-_..~~':=.r.__.. ~._a._,_._......_-~ I ~I ~ r...._~ ~ i ~ . • I ~ ~ ~ i ~I ~ ° ~ ~ [ i ~ / ~ 4 ~z' CLIPS Q 3~•t i ~ i - AL~ JQINTS TO BE FILLET WELDED c~aP a ~oTraM~ @ SH~P, ~ .r_._~ ~ _ _ r . . ~ ' - GRAPHIGS T~ READ~ ' i ~ i - ALI. ELECTRICAL TO BE D~NE BY ii lI i i , OTNERS, i~ ii ii ~ J~ ii i !i EXISTING DOOR ] I I ~ji II ~i ; ALL MATERIALS ARE ULC APPROVED ~ - ~ il ; ' ALL FRAMING TO 9E 1" X 1N X 1 8" 6( t ■ , / i i ' ALUM, AL.1.4Y ~ ~i , II ' / F ' "r~ Cl1P = 3/16" HOT ROLLED STEEL V PLATING. I ~ , ' • . 6. , ExzSTIN~ ~14 TEK SCREWS BY BUILDEX tf ~ . . . : a. . . . . corac. . . . . ~ . . . . . . . ~ 3/8"~ X 3" tAG BOtTS ..r..a..t: r' ~ 1 G l~l..._ _ ~ ~ ~ ~7 ~ I ~ ~ ~ ~ ~ / 1 i 1 S RAEFAEL V ~ 3910 SIMM 1 „ _ , o; _ ~ WHEAT RID scat~: 3/s -1 0 ~ f, ~~o ~ ~ PR~JECT~ C~h~1ERCIAL AWNI ~ Q ~ AWNING P6~TI0 DATE~ 04-18-95 11 i WIi~DOW IIRAkN~ TANNER LEITZINGEF ~ J I f051 SQUTH PLATTE RIVER ARIVE DENVER, C0, (303) 722-t2D0 REVIEWED~ RpBBY C~NLEY ~ t F c1 T _PccpcSec) (iJG Gv~tii /~4 J N I ~ x~ . I ~ ~ ~ \ ~ ~ ~ ~ ~ i ` ~ nl ~ ~ ~ ° ~ ~ ~ ~a ~ O O . ~ ~ : ~ ~ O ~ ~ ~ ~ ~ ~ ~ ~ ~ a a _ _ \ ,1~ DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : Date : <77~'~ Property Owner : Tome-S /U, 05 c4n o Property Address : /p ~/O/ t.J ~ ~V~ Phone : ,Z % 8 ~ ~ Contractor License No. ~7305 Company :~a Phone : 7aa -/~dC~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setbadc tlistances proposed by this pertnit application are accurete, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restnctions of record: that all measurements shown. and allegations matle are accurate: that I have read and agree to abide by all wnditions printed on this application, and that I assume full responsibility for compiiance with the Wheat Ridge Building Code (U.B.C.) and all other appliwble Wheat Ridge ordinances. for work under this permit. CONTRACTOR) Construction Value : 295-6°O Permit Fee : 0`61 Use Tax : ~CF~ S Total : Description : itisretJ- y`w,fiNC 5/,o 0miNRTED 3 514.f F~c~ 10 tk t l ~ ~z -r .30 A~-2 Z~4 q w,q5 BUILDING DEPARTMENT USE ONLY Approval: ~ Zoning : Approval : eFltsA Approvai : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License PJo : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Approval : 3 P n;Tem ul Expiration Date : Approval : El n4ftns_R° ~ Expiration Date : Approval : Q (1) Thispermitwas Re9ulatians antl (2) This permit Shall abantlonetlfora (3) If this permit exp onginal plans an exceeds ane (t) (4) Na work of any n (5) Cont2ctor shall i proceediing with (6) The i55uance of pf- E builtlfng a ~ :tl in aaortlance wilh the provisians set forth in yopur application antl is subject to the laws of the State of Colo2tlo an0 to Ne Zoning ]ing Cotle af Wheat Ritlge, Coloratlo or any other appliwble ominances of the Ciry. re it (A) the work authonzed is not commencetl wiNin sixry (so) aays from issue date or (B) the building auNOnzed is suspe+Med or otl of 120 days. a new pertnit may De acquiretl for a fee of one-half the amount nortnalry required, pmvided no chan9es have been ar will be matle in the mficafions and any suspension or a6antlonment has not exceetletl one (1) year. If changes are matle or it suspension or aoandonment full fees shall be paitl tor a new pemlR. ' ier shall be tlone Nat will change the naW21 flow of water causing a tlrainage problem. ( the Builtling InspeUOr twenry-four (24) hours in atlvance for all inspec6ons antl shall receive wntten appmval on inspection cartl before xssive pnases of the job. rmit or Ne approval of Erewinqs antl specifirations shall not be construetl ro be a pertnit for. nor an appmval of, any violatlon of the provisions arany oNer ortlinance, law. Nle or rQgulation. Chief Building inspector For Mayor THIS PERIIAPf VALID ONLY WHEN SIGNED BY THE CHIEP BUILDING INSPECSOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : 95-316 Date :2/14/95 Property Owner : TOSCANO JAMES N Property Address : 10401 44TH AV Contractor License No. : 17697 Company : Nelson & Associates Home Improvements Phone : 420-2999 Phone : 424 6221 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility compliance with he Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat~e orcjjRf7gc~s, work under this permit. (OWNER)(CONTRACTOR) SIGNED~7j ffl ///~/✓~DATE Description : VINYL SIDING Construction Value : $2,800.00 Permit Fee : $54.00 Use Tax : $42.00 Total: $96.00 BUILDING DEPARTMENT USE ONLY Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approvai: ~ m (7) This permilwas issuetl in accordance with the provisions set forth in yopur application and is subject lo the laws otthe S[ate of Coloredo and to the Zoning (2) This permi[ shall eaxpire if (A) ihe x abantloned for a period of 120 day (3) If this permit ezpires, a new permtl original plans and specifications ai ezceetls one (i) year, full fees sha (4) No work oF any manner shall be d< (5) Contrec[or shall noliry the Building proceediingwithsuccessive phasf (6) The issuance of a permit or the ap ot the building codes or any othe/r Chief Building Inspector uthorized is not commenced within sixty (60) days from issue date or (B) the building authorizetl is suspended or be acquired for a fee of one-half the amount normally required, provitletl no changes have been or will be made in [he ( suspension or abantlonment has not exceeded one (1) year. . If changes are made or if suspension or abandonment )aitl for a new pertnit. at will change the natural flow of water causing a dreinage problem. ~c[or nventy-four (24) hours in advance for all inspections antl shall receive written approval on inspection card betore he1'ob. I of drawings and specifications shall not be wnstrued to be a permit tor, nor an approval of, any violation of fhe provisions mce, law, rule or regulation. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR 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 : Property Address : • Phone : /a0 a~cf ~ Contractor License No. : GF7 J / Company a Phone : 17~ ~CO Z-Zy/ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value :~5D6 I hereby certify that the setback distances proposed by this permit application are accurate, PeffT11Y F2E d'fJ and do not violate applicable ordinances, rules or reguiations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this Use Tax :0-0 application, and that I assume full responsibiliry for c plian with the Wheat Ridge Building Code (U.B.C.) and all other appliwble Wheat Rid dina wo under this permit. / Totai y ~ (OWNER)(CONTRACTOR) SIGNED DAT tion : Xnl( 51121AA51 Descri p Electrical License No : Company : Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Approval: Expiration Date : Approval: {w - v p Expiration Date : Approval: ~~3t~~;f~~i _ • (1) This permit was issuetl in accordance with Ne provisions set forth in yopur applicaGOn and is subject to the laws of the State of Colo2do and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) Ne work authorized is not commenced within siMy (60) days from issue da[e or (B) the building authonzetl is suspentletl or abandoned for a penotl of 120 days. (3) If ihis pertnit expires, a new permit may be acquiretl for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans antl specificaGons and any suspension or abandonmen[ has not exceeded one (1) year. If changes are made or if suspension or abantlonment exceetls one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done thatwill change the natural tlow of water causing a dreinage problem. (5) ConVac[or shall notiy the Builtling Inspector hvenry-four (24) hours in atlvance for all inspections and shall receive wntten approval on inspectlon cartl before proceediing with successrve phases of the job. (6) The issuance of a permd or Ne approvai oF tlrewings antl specifications shall not be wnstrued to be a pertnit for, nor an appmval of, any violaUon of the provisions of the building coGeS Or any othef ordinance, law, rule Or fegulalion. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF GOMMUNITY DEVELOPMENT 7500 WEST29thAVENUE BUIL.DING INSPECTION DIVISION PERMIT N0. M94#19859 234-5933 P.O. BOX638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. ,iz A PLICATION FOR MISCELLANEOUS PER~g~AAtT JOB ADDRESS »~61 ~ ~ ~ ~ OWNER /~~~`"qt-°~~' CONTRACTOR ~~DNS L,/noTO/// ADDRESS ADDRESS PHONE ZIPCODE ZIP CODE 5-5e 33 CONTRACT PRICE $ Oct '6--d PHONE LICENSE NO. ~7s8 DATE Ydiill - 18 4-' 1. TYPE Ground ❑ Wall❑ Proieclina❑ Otner S or D Fooe 2. MATERIAL Total Squara Feaf SIGNS 3. ILLUMINATION Yea❑ No❑ Typs Eleet. Permit No. 4. SET BACK FROM PROPERTY LINE N (SDeci}y which is fronf ) _ ❑ S_ E ❑ - W ❑ ❑ Zona_ Approved, Zona Inapeetor DisapDrwed I, TYPE Solid[:] More Than 80% Open❑ Lest Thon 80% Opan MATERIAL ? Naiphf FENCES . 3. SET BACK FROM PROPERTY LINE N (Specify whieh is tronf ) _ ❑ 5_ E ❑ _ W ❑ ❑ Zone_ Apprwed,Zons Inspecta Diaapproved L ~t~t~'d/<EN7` ~~_N Z~.L97F~10~Q F~ L~/ 2 OTHER ' 3 . DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE, GIVihG DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCLUDED) ~ SPECIFY NORTH STREET NAME g u~J f w 4~ ~ SNOW DISTANCES FROM THE MAIN BUILDING TQADJOINING HOUSES, STREETS,AND PROPERTY LINES;ON IRREGULAR LOTS, SHOW LEAST OISTANCE TO PROPERTY LINES,NOT MAXIMUM OR pVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THISAPPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 780 DAYS FROM THE OATE OF ISSUANCE IF WORK IS N0T STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMIT ALUMINUMWIREUNDERSIZEBILLEGAL FLOOR BSM IST 2ND 3RD 4iH N0. FIJEUCiRlsOnaGab01IRroponeCodE16tSolar N0. WATER CI.OSET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONINCa-BTU L16HTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIFCWTS WATER HEATER qefri eront Group UTILITY (RANGE, DISPOSER, ETC.) AUTO.WASHER Pounds Chor e FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS 9 CONTROLS FLOOR DRAIN EIEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO Ol0 WORK OTHER MOTORS OVER I HP TOTAL FIXTURES 1 hsreby acknowledqe ihat this op0lica- fion is conect and undersfond that I tannot sfart this project unfil this oppli- . eotian is opOroved. I shall tomply with 'fhe lowe of the Slote of Cobrado and to }ha ZoninQ Repulotions ond Buildinp ',Code of the City of Wheat Ridqe. Any violotion of the obove ferme will cause ~mmediote rayocatiory.,of this permit PERMIT FEE USE TAX TOTAL FEE APPROVED DISAPPROVED_ CHIEF BUILDING ,6& NOT VALID UNIESS ic nt. tanamr. ,City of Wheat Ridqe Date Issued CALL 2345933 24 HOURS IN ADVANCE FOR INSPECTIONS DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT N0. Mp94#4032 234-5933 P.O. BOX638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SiGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BEL']W. JOB ADDRESS /b y 01 W y`/rh ~ut CONTRACTOR 7-6714[- PL/SG -77"~ G ADDRESS ~0 3S0 E 4191_" f.Jdt,uc-- CITY 66N7/'+Fitcc G, 1"'_ ZIPCODE a- v PHONE OZtfg - LICENSENO. ,12.21OWNER ADDRESS /DYC'/ G✓- ~/TS _dL~f- PHONE /-~U'-- cl 9 /c ZIPCODE CONTRACT PRICE $ S/ OU .-w DATE /f- ~2 S fC7- I. TYPE Ground ❑ Woll❑ Proitetinp❑ Othsr 5 0r D Face 2. MATERIAL Tofal Squars Feet SIGNS 3. ILLUMINATION Yea❑ No❑ 7ype Elact Permif No. 4 SET BACK FROM PROPERTY LINE N (Specily which is front ) _ ❑ S_ E ❑ _ W ❑ ❑ . Zone_ Apprwad, 2one Inspsctor DisovDrwed 1. TYPE Solido More Than 80% OpenO Lest TAOn 80% Open . MATERIAL Hsipht FENCES 3 SET BACK FROM PROPERTY LINE N (Specify which is tront ) _ ❑ S_ E ❑ _ W ❑ ❑ Zans_ AppraW,Zonis Inspeeta DiaaDOroved I . 2' OTHER 3. DRAW SKETCH OR SHOW BELOW, THE FENCE, SIGN, OR OTHER STRUCTURE, GIVihv DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCIUDEA) z w + J > K SPECIFY NORTH ~ N STREET NAME SHOW DISTANCES FROM THE MAIN BUIIDING TUADJOINING HOUSES, STREETS, AND PROPERTY LINESi ON IRREGULAR lATS. SHOW LEA57 DISTANCE TO PROPERTY LINES, NOT MA%IMUM OR AVERA6E DISTANf:E. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THISAPPLICATION WILL BECOME A PERMITTO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 OAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMIT ALUMINLIMWIREUNDERSIZEBILLEGAI FLOOR BSM IST 2ND 3RD 4TH N0. FI£L:Ci.GeOnaGo50IIProponeCOdEleeSolor Np. WATER CIASET FORCED AIR - 8TU TEMPORARY METER WASH BOWL ~ HOT WATER - 8TU NEW SERVICE AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BN LIGHTING SINK / OTHER HEATING GARBA6E DIS? / REFFIGERATION SYSTEM POWER SUB-CIFCUITS WATER HEATER / Reiri eranf Group UTILITY(RANGE,DISPoSER,ETC.) AUTO. WASHER Pounds Char e FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS 8 CONTROIS FLDOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER S/1m ou J$U MOTORS OVER I HP TOTAL FIXTURES I hereby acknowledpe thot this aOPlica- tion is corroct ond understand thai I cannof start this project until this apPli- Cotion is opProved. I shall Comply with tAa lowe ot the Stote ol Colorado and to the Zoninp ReQulations and Buildinp Code ofthe City of Wheot RidQe. Any violafion of the above ferme will cause immediate revocofion ot }his permil PERMIT FEE USE TAX TOTAL FEE CHIEF BUILDING of WheaT Ridge Date Issued 4/ NOT A ID NL RECEIPTED ,\^__)e- Q~ G I CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTIONS 'cemg sroEefw. DEPARTMENT OF COMhiUNITY DEVELOPMENT 7500WEST29thAVENUE BUILDING INSPECTION DIVISION PERMIT N0. 234-5933 P.o.BOx638 CITY OF WHEAT RIDGE, COLO. D'1E94#5944 THIS PERMIT VALID ONLY WHEN SIGNED BY TFiE CHiEF BUILDING INSPELTOR AND RECEIPTED BELOW. ~ APPLIGAI ION FOR MISGELLANEOUS PER T 'JOB ADDRESS ~b'I ~ I W' 4 4-~ U e- OWNER ~`""~-o-c O CONTRACTOR _)YI ry //L K 'S A_CE~Cfi _%:IlJ ` ADDRESS / ADDRESS 42d7C~ C-&m,0q2- PHONE (/a6ZIPCODE CITY ZIP CODE CONTRACT PRICE $ PHONE ~aSO~ 3 LICENSENO. ~DATE 1. TYPE Ground❑ Wall❑ Proiectinp❑ Ofher Sor DFOee 2. MATERIAL Total Squars Feet $IGNS 3. ILLUMINATION Yea❑ No❑ Type Eiee}. Permif No. 4 SET BACK FROM PROPERTY LINE N (Speaily whichiafrOnl) - ❑ S_ E ❑ _ W ❑ ❑ Zone_ Approved,2one Inspsctor DiSapDroved - I. TYPE SolidEl Mora Than 80% Open[:] Lete Thon 80% Opan MATERIAL HaiQhf FENCES 3. SET BACK FROM PROPER7Y LINE N (Speci}y whiehietront) _ ❑ S_ E ❑ _ W ❑ ❑ Zone_ Appraed,Zone Inspeeta Disapproved t . 2' OTHER 3. DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRULTURE,GIVINu DISTANCES FROM PROPERTV LINES. (SETBACKS OR PROJECTIONS INCIUDED) ~ SPECIFY NORTH STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING TO-ADJOINING HOUSES, STREETS, AND PROPERTV LINES;ON IRREGULAR LOTS, SHOW LEAST OISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THISAPPLICATION WILL BECOMEA PERMIT TO PERFORM THE INDICATED WORK ONLY l1PON VALIDATION BYTHE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0. S',,3 el PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMIT ALUMINUMWIREUNDERSIZE8ILLEGAL FLOOR BSM IST 2ND 3RD 4TH N0. FI;EUCircleOneGoyqlProponeCodElxSoiar N0. WATER CLASET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE AMPS QO BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU ~ LIGHTING SINK OTHER HEATING fiARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIFCUITS WATER HEATER Refri eront Group UTILITY(RANGE,OISPO5ER,ETC.) AUTO.WASHER Pounds CAar e FI%TURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS 6 CONTROLS FI.pOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES I hereby acknowledqa thot ihis aOPlica- on ie correct ond understand ihat I mnof atort tAis project until this appli- !dion ie approved. I sholl comply wifh 1 lowa oT Ihe Stafe ol Colorodo and to - i Zoninq Repulations ond Buiidinp ie of the City ot Wheat Ridqe. Any btion of iha obove terme wiil cause ediafe rovocation of ihis permif PERMIT FEE USE TAX I TOTAL FEE I$ 9__?• 4-e I CHIEF BUIL,01r1G INSPECTOR,City Date Issued 0-U Ridqe NOT VALID UNLESS RELEIP rnrsronam,. CALL2345933 24 HOURS IN ADVANCE FOR INSPECTIONS DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29tn AvENUE 6UILDING INSPECTION DIVISION PERMIT N0. M94#19692 237-6944 EXT. 255 P.O. BOx 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WNEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BE.LOW. APPLICATION FOR MISC 10B ADDRESS 10401 Waat 44 h Avenue ELLANEOUS PERMIT OWNER RaI ph Vi ta1 p Gateway Roofing. Inc. ;ONTRACTOR ADDRESS 3910 Simms Court - Wheat Ridqe, CO , ADDRESS _4805 01;ve StTeet PHONE (,3.01) 4 0-9AA ZIPCODE 80033 CITY l'-ammPreP (`i tv Cn ZIP CODE 80072 17FiB5 5346 LICENSENO PHONE (303) 287 CONTRACT PRICE $ 4• 59f1 _ n0 DATE F nrtohar 1A94 . - TYPE Ground❑ Wall❑ Proieotin0❑ Other SorDFaee 1 SIGNS . 2. MATERIAL Total Squars Faet Permit No ILLUMINATION Yea❑ No❑ Typa Eleef 3 . . . 4, SET BACK FROM PROPERTY LINE N_ S_ E_ W Zona_ ADprovsd,ZOna Inapeelor (Speeity whiehiafronl) ❑ ❑ ❑ ❑ DisopDroved I, 7YPE SolidO More Thon BO% OpanC3 Len Thon 80% Open MATERIAL Heipht . FENCES 3. SET BACK FROM PROPERTY LINE N_ 5_ E_ W Zana_ ApprwW,Zono lmpaeta (Specify whieh iafront) ❑ ❑ ❑ ❑ Disapproved i ReroofinQ , Z OTHER 3 . DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIVfNG DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCIUDE.D) i ~ J y Y H K SPECIFY NORTH ~ N STREET NAME SHOW DISTANCES FROM THE MAIN BUILDING 7PADJOINING HOUSES, STREETS, AND FROPERTY LINES; ON IRREGUTAR LATS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MA%IMUM OR AVERA6E DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THISAPPLICATION WILL BECOMEA PERMITTO PERFORM THE INDICATEDWORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS N0T STARTED WITHIN THAT TIME. ELECTRICAL PERMIT STATE LICENSE N0, PLUMBING PERMIT STATE LICENSE N0. MECHANICAL PERMIT ALUMINUMWIREUNDERSRE8ILLEGAL FLOOR BSM IST 2ND 3RD 4TH N0. FUELCircbOnaGo60~IProponeCoolEleeSolar Np, WATER CLASET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE AMPS BATH TUB STEAM - 8TU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BN LI6HTING SINK OTHER HEATING GARBAGE DIS? REFRIGERATION SYSTEM POWER SUB-CIFCUITS WATER HEATER Retri eronf Group UTILITY(RANGE,DISPOSER,E7C.) AUTO. WASHER Pounda Char e FIXTURES DISH WASHER AUTOMATIC SPRINKIER SYSTEM WIRING MOTOFtS 9 CONTROLS FLDOR DRAIN EIEVATOR SIGNS URINAI TRANSFORMERS d RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES 1 hsreby acknowledqe ihat this opplica- tion ia torrecf ond undersfond that I tonnot sfart fAis project until this appli- cotion it approved. I shall comply with tha lowa oi Ihe State o( Colorodo and to the Zoninq ReQulations ond Buildinq Code of the City of Wl+eat Ridpe. Any violotion of the above terme will couse immediate r vocation of tnis permit ~oanf~ 9i nav ~ PERMIT FEE NOT VAUD UNLESS RECEIPTED USE TAX TOTAL FEE $Aa 7 > Gg" APPROVED DISAPPROVED CHIEF BUILDIN NSPECTOR,City of Wheat Ridqe CAL1237-6944 EXT.255 24 HOURS IN ADVANCE Date ISSUed I FOR INSPECTIONS DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT N0. 237-6944 EXT, 255 P.O. eoX 638 CITY OFWHEAT RIDGE, COLO. , M91#17627 THIS PERMIT VAIID ONIY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BEL'JW. JOB ADDRESS /L /`~7O I rrua.~nji~wi ~ ~ r ~ %v r n M I. ~ ai GLLHryCUUJ YCF( I OWNER CONTRACTOR ~/f ADDRESS _ 3 ADDRESS D/ y 11V ~1 PHONE ZIPCODE CITY W!P PHONE * ZIP CODE LICFNRF Nfl CONTRACT PRICE $32-% fIATF 1. TVPE Ground❑ / ) Woll Proieofinp❑ Othsr Sor DFOOa 2. MATERIAL V~'nn C" ~L3 Tofal Squon Faaf SIGNS 3. ILLUMINATION Yaa❑ No❑ 7ype Elet}. Per v" it N 4. SET BACK FROM PROPERTY LINE N (Spseity which ia fronf ) _ ❑ S~ r, 'E u _ W ❑ ❑ Zon r ADDrw a Inspeator DisoDOroved 0 1. TYPE Solid0 More Than 80% ODanO Lest Thon 80% Open FENCES ? MATERIAL 3. SET BACK FROM PROPERTY LINE N (SpeciPy whieh ie tront) _ ❑ S_ E ❑ _ W ❑ ❑ Heipht Zons_ Apprwed,Zone InaOeeta Disopproved I. OTHER 2 3. DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE,GIVIhG DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCIUDED) 2'Z . oceo onnxorv i 'uc (V ONL , i .J Y K I r ~ SPECIFY NORTH INSPECTION TICKET rrtVrvi rrtvrcrtii Lwt JOB STREET NAME ADDRESS SHOW OISTANCES FROM THE MAIN BUIIDING TOADJOINING HOUSES, STREETS, AND DISTANCE TO PROPERTY LINES, NOT MA%IMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONl PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF ~ ELECTRICAL PERMIT STATE LICENSE N0. PLUMBING PERMIT STATE LICENSE N0. ALUMINUM WIRE UNDERSIZE 8 ILIEGAL FLOOR BSM IST 2ND NO. WATER CIASET TEMPORARY METER WASH BOWL NEW SERVICE AMPS BATH TUB CHANGE SERVICE-AMPS SHOWER LIGHTING SINK HEATING GARBAGE DISP POWER SU9-CIFCUITS WATER HEATER UTILI7Y(RANGE,DISPOSER,ETC.) AUTO.WASHER FIXTURES DISH WASHER WIRING MOTOF25 9 CONTROLS FLOOR DRAIN . SIGNS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES I Aereby acknowledqa thot ihis applico- tion ie correcf and undarstand that I connof atart }hie Oroject unfil this oppli' cation ia approved. I shall comply with ths lowe of the State of Colorado and to ths Zoninp Repulofions ond Buildinq Code ofthe City of Wheaf RidQe. Any violation of ihe above terme will cause immediate revocation of tnis permit 4pvfi9 nfa 4ionaNre PERMIT FEE DATE: BLDG. PERMIT# ~~6Z PERMITq BLDG. CONTR. U SUBCONTRACTOR DATE INSP. REQ. //-<F TYPE OF INSP. ! INSPECTION MADE REMARKS 0 W.R. FORM &19 V -r~-p-_--- USE TAX 7 0 TOTAL FEE PR VED CHIEF BUII_De!!,§ EC C~o ea Ridge ~ CAL1237-8944 EXT.255 24 HOURS IN ADVANCE Date ISSUed FOR INSPECTIONS DEPARTMENT 0F COMMUNITY DEVEtAPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT N0. M91#16483 237-6944 EXT. 255 P.O. BoX 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILOING INSPECTOR AND RECEIPTED BEL'JW. APPL~ATIOj,J FOR MISCELLANEOUS PERMIT JOBADDRESS 1Y~6IO/ L'~ YG~~ .1~'ve~ OWNER RCD ti.~,rfi CONTRACTOR Se /-Jp ADDRESS t6t/v Z r~/~ ~T✓ ~LQ ADDRESS I d~ O~ Gc 7~Cy ~~v^'° PHONE ql 2- 2, 3 /q ZIP CODE ~2-/ CITYZIP CODE CONTRACT PRICE $ 131,7 q-0 PHONE 7 LICENSE NO. 1a-11-91 TYPE Ground ❑ 1 Woll~ Proiectinp❑ Othsr 5 or D Faca SIGNS . 2. MATERIAL gi Oc~o! ILIUMINATION Ys No❑ 3 Q Type 1k' Tofal Squaro Feet yP it No &'Eteat Per ~ . 4. SET BACK FROM PROPERTY LINE N (Spetity which ia frMf ) . _ ❑ S_ E N 7 _ W ❑ ❑ . ~ . Zon~ pprwed Z na insps tor DiaapDrWed Z- • I. TYPE Solid❑ More Than 80% OpsnEl 2' MATERIAL Laae Than 80% Open Haipht FE ES 3. SET BACK FROM PROPERTY LINE N (Speeify whiehitfront) _ ❑ S_ E ❑ _ W ❑ ❑ Zona_ Apprwed,Zona Inspeata Disapproved I . Z OT R 3 . DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN, OR OTHER STHUCTURE, GIVfNv" DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCLUDEA) . I ~ " REAR PROPERTY LINE ~ J ~ 0 ~ .I w yl ♦ FRONT PROPERTY LINE i 1 W J H K 81 STREET NAME asow: 1 D-S ' p~ , ^ SPECIFY NORTH ~ SHOW DISTANCES PROM THE MAIN BUILDING TPAOJOINING HOUSES, STREETS, AND PROPERTY LINES; ON IRREGULAR LATS, SHOW LEAST DISTANCE TO PROPERTY LINES, NOT MA%IMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECNANICAL PERMIT THIS APPLICATION WILL BECOME A PERMfT TO PERFORM THE INDICl+TED WORK ONLY UPON VALIDATION BV THE BUILDING INSPECTION DIVISION. PERPAIT WILL EXPIRE 60 DAYS FROM DATE OF ISSUANCE !f WORK IS NOT STARTED WITHlN THAT TIYAE. ELECTRICAL PERMIT STATE LICENSE N0. ALUPAIPIUAdWIREUNDERSIZE8IU.EGAL PLUMBING PERMIT STATE LICENSE N0. fL00R BSM IST 2ND 3RD 4TH MECHANICAL PERMIT N0. FLEUCircbOne qlProponeCOdElxSolar WATER CLASET PORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CONDITIONING-BTU LIGHTING SINK OTNER HEATING GARBAGE DISB REFRIGERATION SYSTEM PpWER SUB-CIFCUITS UTILITY(RANGE,DISPOSER,ETC.) FIXTURES WATER HEATER AUTO. WASHER DISH WASHER qetri eront Group Pounds CMr e AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS d CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 9 RECTFIERS . SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FI%TURES PERMIT FEE 6 GU NOT VALID UNLESS REGEIPTEI 1 hereby acknowiedge thot fhis applica- tion ie eorrect and understand fhat I USE TAX l` _ 2 S connot start fhis project until thia oppli- eation ia apDroved. i shall comply with TOTAL FEE ~ 6~~~ ~ t<•-; ihe lawa oi the Stafe of Colorado and to the Zoninq Requlatione ond Buildinp Code of the Cify of Wheat Ridpe. Any D OVED violution of the above terme will couse CHIEF BUILDIN PEC OR,City of Wh t Ridqe immediate revocation of this permit. CAL1237-8944 EXT.255 24 HOUFS IN ADVANCE Date Issued FOR INSPECTIONS l__.