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HomeMy WebLinkAbout7741 W. 44th AvenueL J C CU a) N rn 0 (6 L U 7 i rn Engineering Studio Denver DBA Veradyn, LLC 1801 Wewary St, tta Boor, Denver, CO W202 720 61875 5 3 Letter for: Stephen Fox Date: 04/1912021 Job Number: 9917 Property Address: 7741 West 44th Ave., Wheat Ridge CO, 80033 Reference: Date of Observation: 0411912021 Inspection Completed by: Dustin Randle Scope of Letter: To observe structural integrity of swamp cooler installation Observations aryw xYeeal aase BUIIEIpgNYan • The observed shipping container structure that the new 14011b swamp cooler (RE. Brand: Bonaire Durango - Model #6070019- Home Depot) will be installed on top of, meets Ne requirements and has been found structurally sound for the appliance to be placed on its roof. ES Denver will not be on site during installation, but, has found the structure structurally sound. Based on our limited observations it appears that the observed structure will have no problems handling the new weight of the swamp cooler. Conclusion and Recommendations: The new 14011b swamp cooler can and will be supported sufficiently by the structure it will be placed on top of. See included pictures, 1-2. No apparent issues were seen upon the site visit. pw l yj Images • I I r - Picnuv I — S=cture unit CO be Nst3Ued on COP Of Picture 2 — UNC CO be inst3Ued Pg 2oo3 Deliverables All items observed were found to be waywardly sound and up to building code and the standards of ES Denver. Contractor Responsibilities Engineering Studio Denver performed a full observation of the work site and thoroughly examined all new construction areas in accordance with the engineering standards of ES Denver. Limitations of Services a. This report is based on the available data and the limited accessibility of the elements and compounds of the structure. No invasive testing was conducted. In. The opinions and assessment of this structure are based on accepted general practice and are limited to the data available to out office. ES Denver makes no warranty on the continued structural integrity of the property. c. Stability of soils in Colorado are unpredictable and unknown for what future condition may exist. d. Based on this information, the value of the observation given is mutually agreed to be limited to the cost of the observation report. Thank you for having ES Denver perform this observation. Please contact us at 720.612.7553 for any questions regarding this tepom Regards, OpA00 fy� j 20 ' T'• R SSrONAL oigiully signed by came Randle DR: c=uS, E-dusen®estlanveccom. O=leraneerinp Studio Danner. Cl Randle Dustin Randletaestlon reason Reason'. lam manning Min dowmem cannot mm: duanineadenser.com one: 2021w27 1]:13'.13 06'07 nuu,: ..n®ci wheatndae co us To: C Mmnee o Mi subie:o Wine wno Sbmlui: ae Ual an n, mu (Geage, meb ore, tm w rt, Q. ) oro: mun4ay,q fl 22, 20213:10:32M Residential Accessory Structure (Garage, Shed over 120 sq ft, Gazebo) THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 7741 W 44th Ave Property Owner Name Evan Pierce Property Owner Phone 314 -210 -ease Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email wngoMingsa7Qgmail.com Address Attach City of Wheat Electronic PA Ment Fonn-Bldo Mf Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** CONTRACTOR INFORMATION Contractor Business Colorado sunroom 8 Window Name Wheat Ridge 020342 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-715-0777 Number (enter WITH dashes, eg 303-123- 4567) Contact Email Address Iceragcoloradosunroom.com for Questions/Comments Retype Contractor loamgcoloradrsunmom.com Email Address 9:.141 :112 NIS] I U7 yrJPl :17 Detailed Scope of pato Cover Work - Example: Detached Garage with Electrical; Unconditioned shed Square Footage of 46e Accessory Structure Engineering Letters Klna orwnas- Solara specs and Other Letter Size Attachments Construction Plans Kina W Winos v-1 per scanned on 11"x17" or larger Project Value (contract 20000 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to Perform the work described above. Person Applying for Joe Martinez Permit I attest that everything Vee stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displayiig oomadly? View it in your browser. LAKEWOOD PLUMBING 9800 W. 44th Ave. • Wheat Ridge, CO 80033 P.O. Box 281109 • Lakewood, CO 80228 303-233-7007 • Fax 303-384-3763 www.lakewoioddiplumbing.com BY `� DATE SUBJECT c SHEET NO. OF� IOB NO. issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Permit Lynnette Salter Email not displaying correctly? View it in your browser. DESCRIPTION OF WORK Detailed Scope of Work - New dedicated gas line for kitchen Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Square footage of scope of 0 work Location of work (backyard, Kitchen on roof, etc) Project Value (contract 2150 value or cost of ALL materials and labor) Upload Engineer letter Field not completed. Upload Asbestos Report if Field not completed. triggler level is met per CDPHE regulation. Upload Drawings Kino of Wnas aas drawing P210730 Ddf Upload Additional Drawings Field not completed. Upload Additional Drawings Field not completed. Upload Additional Drawings Field not completed. SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility Yes for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work may Yes not begin on this property until a permit has been This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is the property Residential Commercial or Commercial? Property Address 7741 W 48th Ave Property Owner Name King of Wings - Evan Pierce Property Owner Phone 314-853-5732 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Field not completed. Address Attach City of Wheat Ridge WR Payment 3 2521 ndf Electronic Payment Form - **DO NOT ATTACH A CARD** CONTACT INFORMATION Submitting General Lakewood Plumbing & Heating LLC Contractor or Architect Contractor's License 017885 Number (This is a 5 or 6 digit numberfor the City of Wheat Ridge) Contract Phone Number 303-233-7007 (enter WITH dashes, eg 303-123-4567) Contact Email Address office0lakewoodolumbina.com Retype Contact Email Address Tberewasa typo—should be 7741 W 44m Avenue Sorry about thatl Thanks, Lakewood Plumbing & Heating LLC 30323;500) From: Commoev Permits 6ennl6@a wbeamage m. un Sent Wednesday, August 31, 2021214 PM To: off ce@lakewootlplumbing mm Cc : Commoev Permits <Pennl[s@alwbeao-mge m. us, Subject: FW online Form Submittal General Permit Application Importance: High Good afternoon, Please double check the job address you Inputted It tloesn t seem to pop up In our system. If we do nor receive , ni in 98 Fens we will Cast tQ pi appleal Thank you, Vanessa SantiN Permit Pectination Builrling Division OfficePkone 303-235-2855 Office Hours: 7am-4pm � Wheat Co�Rdge unm Dtnwrnurr From: REL (dk wheaNtlge cn s <nQ Leplyn) k wheaNtlgenQ I is Sent me el August 10 202110_00AM To: Commoev Permits ffenn ts@a wheatraee m Subject: online Forth Submittal General Permit Appl loan on General Permit Application Sulged: RE (clue on. Slini General rmiPodiouon mte Wednesday, Proust 11, 2021 2 30 13 For Tberewasa typo—should be 7741 W 44m Avenue Sorry about thatl Thanks, Lakewood Plumbing & Heating LLC 30323;500) From: Commoev Permits 6ennl6@a wbeamage m. un Sent Wednesday, August 31, 2021214 PM To: off ce@lakewootlplumbing mm Cc : Commoev Permits <Pennl[s@alwbeao-mge m. us, Subject: FW online Form Submittal General Permit Application Importance: High Good afternoon, Please double check the job address you Inputted It tloesn t seem to pop up In our system. If we do nor receive , ni in 98 Fens we will Cast tQ pi appleal Thank you, Vanessa SantiN Permit Pectination Builrling Division OfficePkone 303-235-2855 Office Hours: 7am-4pm � Wheat Co�Rdge unm Dtnwrnurr From: REL (dk wheaNtlge cn s <nQ Leplyn) k wheaNtlgenQ I is Sent me el August 10 202110_00AM To: Commoev Permits ffenn ts@a wheatraee m Subject: online Forth Submittal General Permit Appl loan on General Permit Application City of Wh6atRjdge- BUSINESS LICENSE INSPECTION PERMIT NO. 201900820 BUSINESS NAME: King of Wings ADDRESS: 7741 W 44th Ave CONTACT NAME: `Van Price 11551 SQ FT A-2 OCCUPANCY TYPE 84 OCCUPANCY LOAD VB CONSTRUCTION TYPE ❑ SPRINKLERED ❑■ NOWSPRINKLERED Inspector Signatrre 1z,z-02,n Date At BFI 201901574/202000238 INSPECTION DAY/TIME INSPECTION DAY/TIME INSPECTION DAY/TIM es o N Q d v kn L L li Q H z° cd .0C U N .0 O. N 4 m H ° o c 3 >a a�� o z bP4r� 0o w A o M o rn �, ro ^^ ll o �+ oo p ,A, W a 4-4 4J Cc 44 w U 1 O OH rd C ° ✓ V ,--i W 1:4 O r_ Cl O. +�+ a d FC Qo v M¢ � o 02 C OU 7 3 C> C C W^`� L aR w Oz a aU 44 N fli Ww o ° Fri Ua N U� xw C v "a 6 ° Q b d. U 04 rd 0 ri �T \U h d 3 3 a1-1 4J -1 o a o� �Zv' C a 4-4 0av�oZ z En b a 00 O L"t7 Q AC` O w y� 0 O C O� > C > Ua Na OO MD 2 V 4-I b ea tf w A o ' C a> ayU�Q!�:i►aw u 41 b N u wr"aUF" w H N � a *' H 0.00 O U A,illIllIlIlIllIllIlIllililliljll N a Q i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:` i. i ��'�=� j 113 -.,Pr 13c �S- Job Address: , 7`70 Permit Number:C„�7 0 ,N! r A•� s t 7 i Siyi �ot 7 G'3T�r11 r� ❑ No one available for inspection: Time !C. 'c.,—,) AWPM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. usrnspection Date:.r-IF— Inspector: s may). DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 2/'11' y3,r't. Job Address: 7,i,/ Permit Number: --F G 'J i !fid >`", f% ir' J ��".Y� ��..! h ��.� d CL:..'+'i.ar Iwli� r - �•� r'i ' i'� 7 J/. t��^ ❑ No one available for inspection: Time &,,,.'C'U PM/.PM Re -Inspection required: Yes (�b� When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge. co. ualinspection Date: 6' ✓,::, • ?c Inspector: 4� DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: Do ne ivailable for n: Time IS I A MiPM 77 RE - n'?rr e(t on required .,,No *w 'LlI I4 tions have bee a chedule for re -inspection online at. A Dat Inspector: X" �-Q0-NQEREM0VE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:. 77q/ Permit Number: CA 74-i I.J No one available for inspection: Time (AIWPM Re -Inspection required:"" Yes.., No When corrections have been made, schedule for re -inspection online at: http.-11www.ci. wheatridge. co. ushnspection Date: Inspector: DO NOT REMOVE THIS NOTICE V. j-, I.J No one available for inspection: Time (AIWPM Re -Inspection required:"" Yes.., No When corrections have been made, schedule for re -inspection online at: http.-11www.ci. wheatridge. co. ushnspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:�`� iF? Job Address: 771/! Gt,- YL/ '"1 Ar.%r Permit Number: 71::I/c/ c"i '� -7f� s ❑ No one available for inspection: Time AM%PM Re -Inspection required: dies) No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: /W- �w Inspector: le DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ��►`` `%if}`> Job Address: Permit Number: s>al,,j z 1 _5Zt' ^'N ❑ No one available for inspection: Time Lf A PM) Re -Inspection required: Yes � No) When corrections have been made, schedule for re -inspection online at: http✓/www, ci. wheatridge. co. uslinspection Date: i ` lam` �'�� Inspector: //V--, DO NOT REMOVE THIS: NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office _1�9r INSPECTION NOTICE Inspection Type: ` oZ - &A,l� F -r RK Job Address: 717 yat L) Liq1W AVE Permit Number: 201 ��!5:2 AP&m ❑ No one available for inspection: Time AKMR Re -Inspection required: YesNom When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Date: (9 15--20 Inspector: • { .� DO NOT REMOVE THIS NOTICE �c rrs ff RaR N _ AIR -RIGHT, INC. Precise.Accurate.Reliable. T.A.B. Report Project: King of Wings 7741 West 44th Ave Wheat Ridge, CO Prepared for: Fox Mechanical Report issue date: April 3, 2020 Air -Right, Inc. Project Number 20102 747Sheridan Blvd, Unit8B r �" � r � Lakewood, Colorado 80214„ NE E Phone: (303) 232-5145 -? Fax: (303) 232-1238 t0l � e-mail: henr air-ri htinc com T`"61VN SALA"""D U Y@ 9 nc� rOWE"JOKA S CHOMV •°r AIR -RIGHT, INC. Precise.Accurote, Reliable. Test, Adjust, and Balance Report The data presented in this report is an exact record of system performance and was obtained in compliance with NEBB procedural standards. Any variance from the design requirements shall be documented in this report. The results shown and information presented in this report is certified to be accurate and complete to the extent possible by the equipment and procedures used to balance the project. The final air distribution system measurements are in compliance with NEBB Procedural Standards for testing, adjusting, and balancing of environmental systems, and the project specifications. CERTIFIED BY: Date: April 3, 2020 Air -Right, Inc. warrants the air system presented in this report is operating at the specified levels as shown in this report at and only at this time. Air -Right, Inc. makes no other warranties, stated or implied, concerning the continued performance, operation, or safety in the use of this equipment past this this time. NEBB Air and Hydronic Systems Certified Professional: Timothy A. Topping NEBB Number 2589 Certification Expiration/renewal date: 03/31/2022 TIMOTHY A. TOPPING CERTIFICATION 2589 V. Exp. 3131/22 r 5 Nvdror►�o�e Air -Right, Inc. 747 Sheridan Blvd. Unit 8B, Lakewood, CO 80214, Phone: (303) 232 5145 Fax: (303) 232-1238 AIR -RIGHT, INC. Preclse.Accvrate.Refloble. Table of Contents Document Page Cover page 1 NEBB TAB Certification 2 Table of Contents 3 Abbreviations 4 Furnace Report 5-6 ERV Report 7 Fan Unit Report 8-10 Drawings 11 AIR -RIGHT, INC. ABBREVIATIONS Precise.Accurate.ReIiab1e. ACU Air Conditioning Unit AHU Air Handling Unit AMP(S) Amps ATMOS Atmosphere BAS Building Automation System CD Ceiling Diffuser CFM Cubic Feet per Minute CRAC Computer Room Air Conditioner CWP Chilled Water Pump DD Direct Drive DDB Dual Duct Box dP (DP) Differential Pressure EF Exhaust Fan EFF Efficiency EI Exhaust Inlet ERV Energy Recovery Vessel FCU Fan Coil Unit FFU Fan Filter Unit FL Amps Full Load Amperage FLR Floor Register FPM Feet per Minute FPVAV Fan Powered Variable Air Volume FR Frame FT. HD. Feet of Head FUR Furnace GPM Gallons per Minute HP Horse Power HRV Heat Recovery Vessel HWP Heating (Hot) Water Pump Hx (HX) Heat Exchanger Hz (HZ) Hertz MAU (MUA) Make -Up Air Unit Max Maximum Min Minimum NA Not Applicable NAC No Access NG None (Not) Given No Number OSA Outside Air PD Pressure Drop PDU Pool Dehumidification Unit PF Power Factor PH Phase PSI Pounds per Square Inch RF Return Fan RI Return Inlet RPM Revolutions per Minute RTU Roof Top Unit SF Service Factor SD Supply Diffuser SF Supply Fan SWR Side Wall Register TSTAT Thermostat VAV Variable Air Volume Volt Voltage VP Velocity Pressure AIR -RIGHT, INC. LOCATION: Furnace FRN -1 UNIT DATA PROJECT NUMBER: 20102 CONTACT: Jerald Bell Manufacturer AMERICAN STANDARD Design CFM 1800 CFM Model S9XiD120U5PSBAA Design OSA 400 CFM Serial Number 194435EX3G Design ESP 0.6 in. H2O MOTOR DATA Manufacturer ALL INFO TAKEN FROM UNIT TAG S.F. 1.0 Motor HP NG Frame NG RPM NG Volts 120 Phase 1 Amps 14.1 DRIVE DATA Motor Drive DD Motor Bore NA Fan Drive NA Fan Bore NA No. Belts NA Belt Size NA STARTER DATA Manufacturer FACTORY Range NA Model NA Set at (Amps) NA Amps Size NA Set at (Hz) 60 Hz TEST DATA CFM 1854 CFM RPM DD RPM OSA 411 CFM Volts 122 Volts Return CFM 1443 CFM Amps 7.9 Amps TEST PRESSURE Filter In -0.20 in. H2O Fan In NAC in. H2O Filter Out NAC in. H2O Fan Out 0.22 in. H2O FRN -1 2020-04-03 AIR -RIGHT, INC. LOCATION: EF -2 UNIT DATA Manufacturer GREENHECK Model SP -80 -VG Serial Number 110 MOTOR DATA PROJECT NUMBER: 20102 Design CFM 75 Design Static 0.3 Manufacturer ALL INFO TAKEN FROM TAG Frame NG Motor HP 80W Volts 115 RPM 935 Amps 0.28 Phase 1 Power Factor NG S.F. 1.0 Nom. Efficiency NG DRIVE DATA Motor Drive DD Motor Bore NA Fan Drive NA Fan Bore NA No. Belts NA Size NA STARTER DATA Manufacturer NONE Set at (Amps) NA Range NA VFD set at NA Hz TEST DATA CONTACT: Jerald Bell CFM 96 Amps T3 0.25 RPM DD Amps T2 NA VOItsT1-T2 122 Amps T3 NA Volts T2-T3 NA Fan In ATMOSPHERE Volts T3 -T3 NA Fan Out NAC NOTES: TEST DATA CFM SINGLE PHASE DIRECT DRIVE EF -2 2020-04-03 .., AIR-RIGHT, INC. LOCATION: TEST PRESSURE PROJECT NUMBER: 20102 Cooling Coil In NAC in. H2O Heating Coil In NA in. H2O Cooling Coil Out NAC in. H2O Heating Coil Out NA in. H2O FRN -1 / Summary 4"111►•IIVAY - CONTACT: Jerald Bell Name Type Size Design CFM Prelim CFM Final CFM % of Design Outlet -001 2 12x12 50 49 98 Outlet -002 2 12x12 50 51 102 Outlet -003 4 24x4 300 304 101 Outlet -004 4 24x4 300 311 104 Outlet -005 4 24x4 300 310 103 Outlet -006 4 24x4 300 309 103 Outlet -007 4 24x4 300 307 102 Outlet -008 4 24x4 200 213 107 Totals 1800 0 1854 FRN -1 I Summary SUMMARY Name Type Size Design CFM Prelim CFM Final CFM Inlet -001 3 24x24 1200 1236 Inlet -002 1 24x24 200 207 Totals 1400 0 1443 FRN -1 % of Design 103 103 2020-04-03 AIR -RIGHT, INC. LOCATION: ERV ERV -1 UNIT DATA PROJECT NUMBER: 20102 Manufacturer RENEW AIRE Design Supply Static 0.50 in. H2O Model Number FV450RT Design Exhaust Static 0.50 in. H2O Serial Number C206356C FAN MOTOR CONTACT: Jerald Bell Manufacturer ALL INFO TAKEN FROM UNIT TAG Phase 1 Frame NG Service Factor 1.00 Horsepower 1/2 Rated Volts 115 RPM NG FL Amps 8.1 DRIVE DATA 400 432 108 Exhaust Air 400 438 110 Motor Drive DD Fan Bore NA Motor Bore NA Number of Belts NA Fan Drive NA Belt Size NA STARTER Manufacturer FACTORY Rated Amps NA Size NA Test at NA Hz TEST DATA Design Actual % Design Actual % Supply Air 400 432 108 Exhaust Air 400 438 110 Actual RPM DD Amps T1 5.3 Volts T1-T2 120 Amps T2 NA Volts T2-T3 NA Amps T3 NA Volts T3 -T3 NA ERV -1 2020-04-03 AIR -RIGHT, INC. LOCATION: PROJECT NUMBER: 20102 CONTACT: Jerald Bell Exhaust Fan EF -1 UNIT DATA Manufacturer GREENHECK Design CFM 75 Model SP -80 -VG Design Static 0.3 Serial Number 110 MOTOR DATA Manufacturer ALL INFO TAKEN FROM TAG Frame NG Motor HP 80W volts 115 RPM 935 Amps 0.28 Phase 1 Power Factor NG S.F. 1.0 Nom. Efficiency NG DRIVE DATA Motor Drive DD Motor Bore NA Fan Drive NA Fan Bore NA No. Belts NA Size NA STARTER DATA Manufacturer NONE Set at (Amps) NA Range NA VFD set at NA Hz TEST DATA CFM 123 Amps T3 0.23 RPM DD Amps T2 NA VoltsTI-T2 120 Amps T3 NA Volts T2-T3 NA Fan In ATMOSPHERE Volts T1-T3 NA Fan Out NAC NOTES: TEST DATA CFM SINGLE PHASE DIRECT DRIVE EF -1 2020-04-03 AIR -RIGHT, INC. LOCATION: EF -3 PROJECT NUMBER: 20102 UNIT DATA Manufacturer GREENHECK Design CFM 250 Model CUE -101 -VG -4-X Design Static 0.75 Serial Number 16285122 MOTOR DATA Manufacturer VAR] -GREEN Frame NG Motor HP 1/4 Volts 115/208-230 RPM 300-1750 Amps 2.85/1.7/1.5 Phase 1 Power Factor NG S.F. 1.25 Nom. Efficiency NG DRIVE DATA Motor Drive DD Motor Bore NA Fan Drive NA Fan Bore NA No. Belts NA Size NA STARTER DATA Manufacturer NONE Set at (Amps) NA Range NA VFD set at NA Hz TEST DATA CONTACT: Jerald Bell CFM 276 Amps T1 2,1 RPM DD Amps T2 NA VoltsT1-T2 122 Amps T3 NA Volts T2-T3 NA Fan In ATMOSPHERE Volts T1-T3 NA Fan Out 0.13 EF -3 2020-04-03 I � I i I xg i I o I I I I N o I I I� 8 TR'tP)PE'NR! I I I IMF a 0 GG GO I " I R4b�HinB awe 9 0 �9 Ed 94 W 0 =mg'3'� m 3 0 0 0 � a �� ��� pAY�b o��s� i� "" I H o �o�8g D I i ffiNo is a z�� a Z 0 0 0 I gg � II � 5 A 3� 9P=3b€ Mo O 0 021 •"e °L °€ xg I I rs I _ l I eo ro A In n x N M:V� MARK RUDNICKI ARCHITECTURE KING OF WINGS TENANT FINISH " m 6062 SOUTH ABERDEEN STREET mrarchitectOcomcost.net 7741 WEST 44TH AVENUE 1 a LITTLETON,CO 80120 mdnickiarchitecLblogspot.com WHEAT RIDGE, COLORADO PHONE 303-798-4596 cell 303-819-7434 + A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: -1-7 Permit Number: ?_&'Ilej 0/ 5-7y 2 2 .4 N J No one available for inspection: Time M M Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http:,Ilwww. ci. wheatridge. co. ushnspection Date: Inspector DO NOT REMOVE THIS NOTICE Engineering Studio Denver DBA Veradyn, LLC 441 Wadsworth Blvd — Unit 206 Lakewood, CO 80226 720.612.7553 Remodel of Existing Structure for Steven Fox Date Services Performed By: Engineering Studio Denver DBA Veradyn, LLC February 14, 441 Wadsworth Blvd — Unit 206 20n0 Lakewood, CO 80226 L 720.612.7553 Project Number: 9639 Property Address: 7741 W 44th Ave., Wheat Ridge, CO 80033 Services Performed For: Steven Fox 7741 W 44th Ave., Wheat Ridge, CO 80033 The homeowner contacted Engineering Studio Denver (ES Denver) to provide a letter and detailing for repair of a floor joist. A previous observation of the resi ES Denver. A 2x10 floor joist was cut during remodeling of the property sister 2x10 joist that is 30" long and centered over the dama should be attached with 3 rows of 10d nails at 4" on center. damaged area of the original joist. Thank you for having ES Denver provide services on this pt for any questions regarding this report. Regards, Dustin Randle, PE President/CEO Dustin Randle Digitally signed by Dustin Randle DN: cn=Dustin Randle, o=ESD, ou=Engineering, email=dustin@esdenver. Com, c=US Date: 2020.03.04 10:46:02 -07'00' Home Observation for Steven Fox • February 14, 2020 Page 1 of 1 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE 4/o/ G.45 4f1j41'1 Aic, 7 /-Y/1414 /k, Inspection Type: V§K 316 &A M Job Address: -771/ Permit Number: ?Vlcl o 571-1 ZA'�! -(Z I.J No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http."Ilwww. ci. wheatridge. co. uslinspection Date: 4/ 3- ?C> Inspector: k" DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: '3)6 AU11. r-y_r_u Job Address: -77YI W `1,Z1 1i1 ^61 Permit Number: _5 7�V ❑ No one available for inspe tion: Time !kOPM Re -inspection required: �`YeNo When corrections have been made, schedule for re -inspection online at: http.l www.ci.wheatridge.co.0shinspection Date: u`2 - � Inspector: A'— DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: CA Job Address: t:7 - Permit Number: J No one available for inspection: TirneC—)-j.3(DAM/PM Re -inspection required: Yes No When Corrections have been made, schedule for re -inspection online at: httpLllwww.0i.wheatridge.co. uslinspectio'n Date. !,� lnspector., DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: —17A/l A&IC, Permit Number: 201` 0/ .,7y I ij No one available for inspection: Time le .j Al\t!�, Re -Inspection required: Yes \) No \11 - When corrections have been made, schedule for re -inspection online at: http.-Ilwww. cL wheatridge.co. uslinspection Date:– 3- 3c) t ZO Inspector: DO NOT REMOVE THIS NOTICE 1 ``CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 313 %GLI 13Z Job Address: 77h�✓ u/. -5AV r_q .4c1z. . Permit Number: 57Y ❑ No one available for inspection: Time /0'// AM/�M Re -Inspection required: Yes : No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE 03167/,,2,61, Cit} Of Wh6atjil(qAg cric.-k. C Cow ommuNiTy DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 7 7 q/ k, `/ ti U E r16 -4- (L-! d ti P LZ General Contractor: M1(,�aQ " R:M WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: I'Iou ,-;t :,v ARP,, �/mr e='tk/ ,, (-kwContact Phone #: 7 2-6 c/ 5 C S 626 % 7 c yy0 Wheat Ridge Contractor License #: / `� C) Y (required field) State License #: 0/00 ;t 5 Master License #: w 0 () (, e )- �o� N kt� Yvct-e Printed Name of Authorized, Agen. ✓/rim, ''' of Aut6orized A t ent Date : City of Wheat Ridge Commercial Accessory Structure PERMIT - 202000238 PERMIT NO: 202000238 ISSUED: 03/09/2020 JOB ADDRESS: 7741 W 44th Ave EXPIRES: 03/09/2021 JOB DESCRIPTION: Build out of a shopping container into a food truck style cooking line. Square footage: 160 King of Wings *** CONTACTS *** OWNER (303)638-5858 LOECHER ROGER GC (720)402-4336 MICHAEL GILBERT SUB (720)490-5267 JOEY MAES 180346 FABER, INC 190298 MOUNTAIN AREA ELECTRICAL SRVS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 32,000.00 FEES Total Valuation 0.00 Plan Review Fee 339.66 Use Tax 672.00 Permit Fee 522.55 ** TOTAL ** 1,534.21 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 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. A f City of Wheat Ridge Commercial Accessory Structure PERMIT - 202000238 PERMIT NO: 202000238 ISSUED: 03/09/2020 JOB ADDRESS: 7741 W 44th Ave EXPIRES: 03/09/2021 JOB DESCRIPTION: Build out of a shopping container into a food truck style cooking line. Square footage: 160 King of Wings I, by my signature, do hereby attest applicable building codes, and all a by the legal owner of the property a this permit. I further attest t J.4ht I am performed and that allwdrk to b_pp work to be performed shall comply with all accompanying approved plans and specifications, le municipal codes, policies and procedures, and that I am the legal owner or have been authorized authorized to obtain this permit and perform the work described and approved in conjunction with authorized to include all entities named within this document as parties to the work to be -d is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or eiDNTRACTOR (Circle one) DateIF I . This permit was issue ed on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po Flans and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a 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 isaaance or grant' V of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any app ca e c de or a rdmance or regulation of this jurisdiction. Approval of work is subject to field inspection. 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 hcat �gc COMMUNITY DE4'ELOPMENI Building & Inspection Services Division 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: Plan/Permit # Plan Review F e: 733 �. Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: i W Ave Property Owner (please print): 'VO ,r f_aeCV\Qe' Phone: 303 (939 - S� ' Property Owner Email: 0e c ena n L Coi v,S , C'6A& Tenant (Commercial Projects Only) l h C W� V� Property Owner Mailing Address: (if different than property address) Address: 03v;� City, State, Zip: t�>ey 7. 12 Architect/Engineer: y,- �u � n 1 L, �' 1"� Architect/Engineer E-mail:J,Ara� �11T + T 6Dr11 c;S4, neo Phone: '323 Contractor: M l C\-.,,ae ) 6_1 I VArA City of Wheat Ridge License #: i S 03 q (a Phone: -72 o --1(o 2_° !� X3.6 f Contractor E-mail Address For Plan Review Questions & Comments (please print): CONTACT NAME (please print): �N� �, 'Pry Phone: 3 N—SrS"73 CONTACT EMAIL(p/ease print): eva nn- lP+pVak,bc,. co - Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # COMMERCIAL F-1 RESIDENTIAL Description of work: For ALL projects, 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. t I 1QCo I le tS t LI d ou� df G SV1t�Ji(�Ih� I v�t0 oo`CUG S `'L Ga4I h I r1 F' --�-- w I Commercial Projects Only: Occupancy Type: Sq. Ft./LF / i 0 BTUs Amps Squares Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ :3 2-Y 0 `' Z) 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: OWNE (CONTRACT DR) or (A_VTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and e): DATE: ` D Printed Name:/ DEPARTMENT USE ONLY r ZONING COMMMENTS: go v c- Cw..SZ*,.k wI ASOk +- OCCUPANCY CLASSIFICATION: V C pcv- # w,+— tot —af, Review AYRqA —k) -7-(S 1 Z b CONSTRUCTION TYPE: BUILDING D=MzS_ Reviewer: PUBLIC WORKS COMMENTS: Reviewer al Building Division Valuation: �� +4 Q r- _S_ C- n G- 1 s� 1 �a� 0 I C00 Vi'n G,�a COWre� In Commercial Projects Only: Occupancy Type: Sq. Ft./LF / i 0 BTUs Amps Squares Construction Type: Gallons Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ :3 2-Y 0 `' Z) 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: OWNE (CONTRACT DR) or (A_VTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and e): DATE: ` D Printed Name:/ DEPARTMENT USE ONLY r ZONING COMMMENTS: go v c- Cw..SZ*,.k wI ASOk +- OCCUPANCY CLASSIFICATION: V C pcv- # w,+— tot —af, Review AYRqA —k) -7-(S 1 Z b CONSTRUCTION TYPE: BUILDING D=MzS_ Reviewer: PUBLIC WORKS COMMENTS: Reviewer al Building Division Valuation: �� Randy Slusser From: Evan Pierce <evanapierce@yahoo.com> Sent: Tuesday, February 4, 2020 1:30 PM To: Randy Slusser Subject: Fwd: Approved -Plan Review - Tenant Improvement Sent from my iPhone Begin forwarded message: From: Inspector-NoReply@mobile-eyes.org Date: August 15, 2019 at 3:33:40 PM MDT To: evanapierce@yahoo.com Subject: Approved -Plan Review - Tenant Improvement This is an email alert from the West Metro Fire Protection District permitting system. The following action has occurred: Occupant Name: King of Wings LLC (TI) Address: 7741 West 44th Avenue Wheat Ridge, CO 80033 Job#: 190731011 Job Description: King of Wings will be a 1600 sqft tap house served by an outdoor food trailer with a prep space in back of the building. Plan Review Plan Review - Tenant Improvement Type(s): Scott Cutler From: Scott Cutler Sent: Tuesday, February 4, 2020 3:11 PM To: evanapierce @yahoo.com'; 'mrarchitect@comcast.net' Subject: 7741 W 44th Ave - King of Wings Container Evan and Mark— I'm reviewing the building permit for the shipping container build -out for King of Wings, in Stephanie's absence. However, the plans submitted today do not have the architectural elevations we need to stamp, including the materials on the exterior of the container. I know you had worked with Stephanie on the variance and the required architectural and building material enhancements. Please submit plans (11x17 minimum) showing those proposed changes so we can make sure they match the materials you provided us when you were going through the variance process. Once I get those and confirm everything looks good, I will stamp right away so you can move forward. Thanks, Scott Cutler, AICP Planner II Community Development Department 7500 W. 29th Avenue Wheat Ridge, CO 80033 Office Phone: 303-235-2849 www.ci.wheatridge.co.us 4 � ,RKMMUNITY V ` f City of jAic DEVELOPMENT CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 501 'T .�-�2�'i-- Job Address: ')' AA vJ t4 yr Permit Number: ❑ No one available for inspection: Time (0?5 M Re -Inspection required: Yep _ No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. us4nspection Date: Z Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Bwilding Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ' Job Address: 22 _ Perm it Number: ❑ No one available for inspection: Time �nFA 1 IPM Re -Inspection required: Yep". No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. us4nspection Date:-/ r`,)Inspector DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: • Job Address: Permit Number:, ❑ No one available for inspection: Time L ANI'IPM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: h ttp://www. ci. wheatridge. co. usfinspection Date: l 2 ,- / Inspector: �— DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office _:�9r INSP CTIOP NOTI E Inspection Type: Job Address: /A) �- Permit Number: ❑ No one available for inspection: Time Le? 2-4 XDIPM Re -Inspection required: YesfNo t When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co, usrnspection Date:—/ Z.- %t Inspector DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE' Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: _10S Job Address: Permit Number: ❑ No one available for inspection: Tirr4-) Y I % AM/PM Re -Inspection required: Yes" No I/ When corrections have been made`s_ 1 edule for re -inspection online at: http://www.ci.wheatridge.co.us4I "pection ---- 1 Date: Inspects { 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:se Job Address: -7-2L)) (gal I--{ e-1 I Al Permit Number: -D-0 l Qi ® l 5~"7 q ❑ No one available for inspection: Time I'a _- 5-9 AM/�VI , Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: 1)k 7"S 11,q Inspector: 71 DO NOT REMOVE THIS NOTICE City of Wheat Ridge Comm. Tenant Finish PERMIT - 201901574 PERMIT NO: 201901574 ISSUED: 10/15/2019 JOB ADDRESS: 7741 W 44th Ave EXPIRES: 10/14/2020 JOB DESCRIPTION: Commercial tenant finish. Sq. ft.: 1600 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 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. Parking lot shall be re -striped in accordance with approved plans. 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. Approval of this permit shall not be construed as approval for the food prep container. Tenant: King of Wings *** CONTACTS *** OWNER (303)422-8500 LOECHER ROGER GC (720)402-4336 MICHAEL GILBERT 180346 FABER, INC SUB (303)229-9169 STEPHEN FOX 190035 FOX MECHANICAL SUB (720)336-3582 JOSH BRADLEY 190040 BRADLEY PLUBMING SYSTEMS INC SUB (720)490-5267 JOEY MAES 190298 MOUNTAIN AREA ELECTRICAL SRVS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 148,000.00 FEES Total Valuation 0.00 Plan Review Fee 937.07 Use Tax 3,108.00 Permit Fee 1,441.65 Investigative Fees 1,441.65 ** TOTAL ** 6,928.37 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 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. Parking lot shall be re -striped in accordance with approved plans. 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. Approval of this permit shall not be construed as approval for the food prep container. City of Wheat Ridge Comm. Tenant Finish PERMIT - 201901574 PERMIT NO: 201901574 ISSUED: JOB ADDRESS: 7741 W 44th Ave EXPIRES: JOB DESCRIPTION: Commercial tenant finish. Sq. ft.: 1600 Tenant: King of Wings 10/15/2019 10/14/2020 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am t1�e legal owner or have been authorized by the legal owner of the prope and am authorized to obtain this permit and perform the work described and approved in conjunction with this_permrt. I furthex attest tha am legally authorized to include all entities named within tpis docgmpept as p p yes to work to be per or�gd ed th all wo be performed is disclosed in this document and/or its accom an m a roved laps ands ecifications. 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 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 e? a,permit shall " be construed to be a permit for, or an approval of, any violation of any provision of any "nof applicable code or any nce r reguljurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of `J`I heat �ge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(aD-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 1 7 Plan/Permit #J 9'e" ( , � /1 / U - Plan Review: 1, T,1 2 i1 Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: i -% `� I LJ im f , A 'f Property Owner (please print): (Ko("e ,r Phone: 3 03 - I If 2 2.- g5_0 J Property Owner Tenant Name (Commercial Projects Only) 1, t (^,�J„ 61 W h Property Owner Mailing Address: (if different than property address) Address: % y � (� �J t City, State Zip: 4'( V G q;- coo O 3 Architect/Egjneor: k- RuA' a.1 CCK Architect/Engineer E-mail: fAYCL+rC E C,+(ftoPhone: 3 Contractor Name: C- 1 ke r L City of Wheat Ridge License #: Contractor E-mail Address: Phone: 7 20 - q 7 2- 433 L j-0 . C0 fn. For Plan Review Questions & Comments (please print): CONTACT NAME (please print): t'V�', ?i -e Irc__e- Phone: r'5 i 4 1 Y L 5 :__� 5 2 - CONTACT EMAIL(p/ease print): c7v'2napi-erce Sub Contractors (Must provide Wheat Ridge License Electrical: Plumbing: W. R. City License # W.R. City License # C-,-- ri I Subcontractor Authorization form): Mechanical: W. R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # / Complete all highlighted fields, if applicable. COMMERCIAL F-1 RESIDENTIAL Provide description of work: For ALL projects, 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. �Q�( A.VPck 1 n �%OrT C h� n1�ej%� CkfP l n �C4C� �I I VC 60k BTU, waAe'- 6V" 2--2--�-4 , Sq. FULF 0 BTUs Gallons Amps 2 Squares N For Solar: A Kw � ,J# of Panels� A Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: 1 U Square Footage: W Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ j QS, JJb 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: (OWNS) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: , I Printed Name: DEPARTMENT USE � `ONLY ZONING COMMMENTS: (LCt PC> bC t'.CtlStrLtCO QS Ckopf-'Cu(LA �L kCXA pf PJB OCCUPANCY CLASSIFICATION: 00 -,'f -)%0c 1 ci- SY�O.,I l bE f`e-51'r', �CI �'� (J10..tZS CQ"�ttU;�P f" t 1 CONSTRUCTION TYPE: V Reviewer: BUILDING DEPARTMENT COMMENTS: tJ L��V , ev wer: lob; 1 1 P e.�.r� � _ Cl- C 0� ion t��P PUBLIC WORKS COMME n� ��. Reviewer: Building Division Valuation: a # City Of W h6 at Psjod e COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: -3 -3 L/' W (-/y ,+, Permit #: General Contractor: Fabe_C- Electrical Sub -Contractor Company Name: Phone #: State License #: ( L/ Master #:Ll )b 7TVa License #: Signature of Authorized Agent Plumbing Sub -Contractor (required field) 101111m D e Company Name: SfZ Ao1,CLJ ?L umf 5?,,Qf Phone #: 3 z o 3 6 (c 35-t5-2_ State License #: ? C- Z62 -(o Master #: Wayp p 6 0012 9 Wheat P�,tdge icense #: 1 100 y0 (required field) Signat a of Authorized Agent Date Mechanical Contractor Company Name: �M �1U.InfCu� Phone: 30 �--Ai Lq" 916 Q Wheat Ridge License #: (required field) —.,E �� ±Z (gz/111 Signature of Au orized Agent Date AW:tk 0 1q0 19/4 MARK RUDN/CKl ARCHITECTURE q1 /� 114 City of Wheat Ridge Building Division 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Attn: Randy Slusser, Chief Building Official September 11, 2019 Re: King of Wings - 7741 W. 44th Avenue - Permit No. 201901574 RESPONSE TO SUBMITTED DRAWINGS DATED 8/7/19 1. The north handicap ramp has been relocated and shown on Sheet A-1. 2. Handrails have been added to exist stairs at back of kitchen. Riser and tread depth have been noted. The floor plan and Detail 1 on sheet A-2 have been updated. 3. Seating on Sheet A-4 has been revised showing handicap seating requirements. 4. Required signage on rest room doors is now shown on Sheet 5. 5. An occupant load sign note has been added to Sheet A-5. 6. Door No. l profile has been redrawn showing the existing 10" kick plate. 7. Exterior patio gate profile is now shown on Sheet A-5 and notes added to door schedule. 8. Locking mechanism has been changed on Door #6 on Sheet A-5 door schedule and hardware Group #4. 9. ComCheck for mechanical equipment completed and attached. 10. Vent piping addressed in mechanical engineer letter attached 11. An outlet has been provided on the exterior upper facade to allow for possible future low wattage tivoli style lights to be strung across and above outside patio. 12. Food Prep Container: a. The container will have permanent power. Electrical drawings have been updated to reflect this. b. Propane fuel will be used for all equipment. An extra tank will be stored outside of rear door of the kitchen. c. The food prep container is a pre -manufactured steel container, permanently attached to the existing patio slab and new 5" concrete slab. Anchor notes have been added to Sheet A-4. The container is not on wheels. A plan of the container has been added to Sheet A-3, along with an equipment list. Eleva' finish cladding of the container have been added to Sheet A-4. CJF- C o C o �P Thank you. c'' MARK F. o //1444 RtJDNICKI Mark Rudmcki, Architect B 1 655 V p RG Page 6062 South Aberdeen Street • Littleton, Colorado 80120 • Phone 303-798-4596 Cell: 303-619-7434 e-mail: mrarchitect(aicomcast. net Randy Slusser To: mrarchitect@comcast.net Cc: Evan Pierce Subject: 7741 W 44th Ave. / King of Wings Permit #201901574 Hi Mark, After reviewing the submitted drawings, I have a few comments that will need to be addressed: 1. Existing ramp at van accessible space shall not project into access aisle. A117.1-2009 section 406.6. 2. Handrails shall be provided at new exterior stairs at kitchen. 2012 IBC 1012. a. Max riser height shall be 7 inches. b. Minimum tread depth shall be 11 inches. 2012 IBC 1009.7. 3. Min 5% of provided seating, not less than one, shall be accessible. Please show locations of accessible seating indoor and outdoor dining. Provide dimensions on accessible tables to verify compliance with A117.1-2009 section 902. 4. Show required signage at restroom doors. Provide note to post occupant load sign near main exit. Sign to read "maximum occupant load 49". IBC 1004.3. Dimension required 10" kick plate on door number 01 on sheet A-5. Show exterior gate at outdoor dining area on door schedule on sheet A-5. Reference required hardware and 10 inch kick plate. Clarify locking mechanism on door number 06. Manual operated flush bolts or surface bolts are not permitted. IBC 1008.1.9.4. The unlatching of any door shall not require more than one operation. IBC 1009.1.9.5. 9. Provide COMCheck data for new mechanical systems. 10. P1.0: Isometric waste and vent drawing. For a combination waste and vent to work, the flow of free air will have to be sufficient for the design. The vent can be placed anywhere within the system as long as it provides sufficient flow of free air for the design. For the placement of the AAV and the direction of flow, it does not appear the design from the ice maker/floor sink to the y at the fco will have sufficient flow of free air. Please ask your engineer to review the concerns of my plumbing inspector and respond with a comment or revised isometric drawing. See attached diagram. 11. Clarify if there will be any new exterior lighting at patio dining area or at the food trailer. 12. Provide information on food trailer. a. Will it have permanent power? b. What type of fuel will it use? If propane, where will the extra tanks be stored? c. Trailer must be permanent and not on wheels per Planning comments. Provide structural information on how it will be anchored. IECC —The explanation regarding building thermal envelope will be accepted and the existing exposed brick on the interior will be allowed to remain as long as the insulation upgrades on the roof are installed along with the new energy efficient mechanical equipment. Please contact me with any questions. Sincerely, Randy Slusser, CBO Chief Building Official Building Division 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2803 www.ci.wheatridge.co.us i W haat I clut15 n - CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. Ll THOMPSON ENGINEERING August 13, 2019 Randy Slusser City of Wheat Ridge Building Division 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 P: 303.235.2803 RE: 7741 W 441h Ave. / King of Wings Permit# 201901574 Comment: M9 — Provide COMCheck data for new mechanical systems. Response: Please see attached COMCheck. Comment: P10 — P1.0: Isometric waste and vent drawing. For a combination waste and vent to work, the flow of free air will have to be sufficient for the design. The vent can be placed anywhere within the system as long as it provides sufficient flow of free air for the design. For the placement of the AAV and the direction of flow, it does not appear the design from the ice maker/floor sink to the y at the fco will have sufficient flow of free air. Please ask your engineer to review the concerns of my plumbing inspector and respond with a comment or revised isometric drawing. See attached diagram. Response: I have reviewed IPC section 915 for combination waste and vent systems. I have the following: (1) icemaker 2" floor sink (1 dfu lavatory), (2) evaporator condensate drain 2" floor drain (2 dfu), and (1) beer tap drain 2" floor sink (1 dfu lavatory). A total of 6dfu are required for the 3" combination waste and vent branch. Hand sink combination waste and vent drain is a total of 4 dfu (ldfu hand sink, 2 dfu for glass dishwasher, and (1) icemaker 3" floor sink (1 dfu lavatory)). Total of 10 dfu on 3" combination waste and vent system. Per table 915.2.2 a 3" pipe can serve a total of 12 dfu connecting to a horizontal branch or stack. Based 1615 California St., Suite 301 Denver, Colorado 80202 T 303.991.0991 thompson-eng.com on the table the 3" combination waste and vent line is adequately sized. At this time no revisions are required. Let me know if there is anything further. Sincerely, John Eller, PE Thompson Engineering, Inc. 19943; 008/13/2019: : W tSNA - E��'\ Mid MARK RUDNICK/ ARCHITECTURE City of Wheat Ridge Community Development Depart: 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Attn: Stephanie Stevens, AICP September 11, 2019 Re: King of Wings - 7741 W. 44th Avenue - Permit No. 201901574 RESPONSE TO SUBMITTED DRAWINGS DATED 8/6/19 1. Sheet A-1 has been updated showing revised parking requirements. 2. The parking space layout at the rear of the building has been revised and shown on Sheet A-1. 3. A required re -striping of the parking lot is now noted on Sheet A-1. 4. Food Prep Container: a. The food prep container is a pre -manufactured rectangular exposed steel container with a integral steel floor and flat metal roof. A plan has been added to Sheet A-3 and elevations added to Sheet A-4. Cladding using two different patterns and colors has been added to the exterior of the container. Due to the plain nature and size of the container and the small windows, parapets and varied roof lines are not proposed. b. The container will not be on wheels, and will be permanently attached to the existing and new concrete slabs. A note on the attachment of the container to the slabs has been added to Sheet A-4 elevations. c. Drawings on Sheet A-3 and 4 have been added. A cut sheet of the steel container shell is attached to this letter. Thank you. Mark Ru /ki�,Arclhitect OF C040 MARK F. p RUDNICKI' B1655 v G Page 1 of 1 6062 South Aberdeen Street • Littleton, Colorado 80120 • Phone 303-798-4596 Cell: 303-619-7434 e-mail: mrarchitect&comcast. net Stephanie Stevens From: Stephanie Stevens Sent: Tuesday, August 6, 2019 9:15 AM To: mrarchitect@comcast.net'; 'Evan Pierce' Cc: Randy Slusser Subject: 7741 W. 44th Ave. / King of Wings Permit #201901574 Attachments: Facade Examples.docx Hi Mark, I'm in review of your revised building permit for King of Wings, and have a few items that still need to be addressed before Planning can sign off: 2. -s5 4qlzb Nft;�+' 4. Now that a more accurate building floor area is known, I've calculated your required parking to be 28 total spaces (including handicap accessible parking) plus a bike rack. Please revise the statement on the site plan sheet A-1, where it states "30 parking spaces required" to reflect this. For your reference, here's the breakdown of required parking: Restaurant Use (1,551 sf, with a 10% reduction for providing bike parking): 14 spaces (1:100 ratio) Office/Personal Services Use (2,974 sf, with a 10% reduction for providing bike parking): 14 spaces (1:200 ratio) Total Required: 28 spaces, including 2 accessible spaces Please revisit back of house parking (near trash enclosure) that is currently proposed at a 45 -degree angle with a substandard drive aisle, as this would require vehicles to back out onto Yarrow St and would cause difficulty for turn -around movements. Revise to provide 3-4 parallel parking spaces along the building here. Revise provided parking counts accordingly. As a reminder, we will be requiring the parking lot to be re -striped as a condition on the approval. Provide details of the food trailer, including: a. Architectural elevations. The food trailer will need to meet the Architectural and Site Design Manual for commercial structures and cannot have a metal facade. I've attached a few images of good examples for how to dress up a trailer/shipping container utilizing innovative materials, window/door openings, varied roof lines, awnings, wire accents, etc. b. The food trailer needs to be considered a permanent structure, meaning that it cannot be on wheels and will need to be fixed to the ground either on a foundation or by anchoring that meets building code. Provide a structural detail to show how this requirements will be met. c. Please provide appropriate building permit drawings for the trailer. See our commercial accessory structure permit submittal checklist. Please feel free to contact me with any questions. We are very excited to see this project moving forward. Thank you, Stephanie Stevens, AICP Senior Planner Community Development Department 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2848 Fax: 303-235-2848 www.ci.wheatridge.co.us l� C.ty d W heat P4J CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. 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(D (n = >10 w CC ' @�� j V W W _► W r 3 cr `G Q O O O O O O O O W -• � V N (O N CO CO ( w z C 0 Cf) 0 0 D z ai W 0 RECEIVED From: € oReply ;' n-iobile-eyes com Subject: Permit application accepted - West Metro Fire Protection District JUL S Cate: July 31, 2019 at 10:10 AM To; eva,,,Apierce@yra!l')O.cc,rT3 Per Your permit request for King of Wings LLC (TI) at 7741 West 44th Avenue Wheat Ridge, CO 80033 has been accepted. The Job Number is: 190731011 Description: King of Wings will be a 1600 sqft tap house served by an outdoor food trailer with a prep space in back of the building. Thank you for submitting to West Metro Fire. Our typical review turnaround is approximately 4 - 5 weeks. If additional information is required, you'll receive a notice from the reviewer assigned, or a no -reply notice from Mobile Eyes. Please be sure to check your junk folder if you feel you are not receiving the Mobile Eyes notices and select "Not Junk". 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. Aw�� MARK RUDNICKI ARCHITECTURE RECEIVED Mr. Randy Slugger City of Wheat Ridge Building and Inspection Services Pe 7500 West 29th Avenue Wheat Ridge, Colorado 80033 July 22, 2019 Re: King of Wings Tenant Finish 7741 West 44th Avenue Wheat Ridge, Colorado Dear Mr. Slusser, On behalf of my clients, King of Wings, I am writing in regard to the energy efficiency and the building at West 44th Avenue, a portion that is to be remodeled into a bar/restaurant. The brick structure, built in 1965, was constructed without insulation in the foundation, walls or ceiling. The walls consist of two wythes of brick, with an air space between. This results in a total R -value of 2.6. The tenants wish to keep the exposed brick on the interior as part of retaining the ambience of the space. These solid brick walls, however, make meeting the current energy efficiency requirements impossible. The alternative is to add furring and insulation to the walls that would cover the attractive brick. The tenants plan on adding R-50 blown -in fiberglass insulation to the attic space, which currently has no insulation whatsoever. The attic space has existing venting that will be maintained. Recently the building owner replaced old window and a garage door will a new insulated glass garage door, insulated glass garage -style window and two other insulated secondary windows. The space currently is devoid of all mechanical equipment. The tenants will be installing energy efficient equipment including a new HVAC system, outside fresh air exchange, and a new domestic hot water heater. These improvements are a good faith effort by my clients to improve a building constructed when codes concerning energy efficiency were minimal or non-existent. We ask that you approve the proposed improvements without the requirement of insulating and covering the brick walls. Thank you. Sincerely, ark RudrAcki 6062 South Aberdeen Street • Littleton, Colorado 80120 • Phone 303-798-4596 e-mail: mrarchitect jx comcast, net o - U COMcheck Software Version 4.1.1.0 Mechanical Compliance Certificate Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Construction Site: 7741 West 44th Ave. Wheat Ridge, CO Mechanical Systems List Quantity System Type & Description 2012 IECC King of Wings Wheat Ridge, Colorado 5b Alteration Owner/Agent: Desi gner/Contractor: Thompson Engineering 1615 California St. Suite 301 Denver, CO 80202 FRN -1 / CU -1 (Single Zone): Heating: 1 each - Central Furnace, Gas, Capacity = 110 kBtu/h Proposed Efficiency = 95.00% Et, Required Efficiency: 80.00 % Et (or 78% AFUE) Cooling: 1 each - Split System, Capacity = 60 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 13.00 SEER, Required Efficiency: 13.00 SEER Fan System: FAN SYSTEM 1 1 FRN -1 -- Compliance (Motor nameplate HP method) : Passes Fans: FRN1 Supply, Constant Volume, 2000 CFM, 1.0 motor nameplate hp WH -1: Gas Storage Water Heater, Capacity: 100 gallons, Input Rating: 199 kBtu/h w/ Circulation Pump Proposed Efficiency: 97.00 % Et, Required Efficiency: 80.00 % Et Mechanical Compliance Statement Compliance Statement. The proposed mechanical alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.,1.1.0 anLLIacomply with any applicable mandatory requirements listed in the Inspection Checklist. John Eller, P.E. Name - Title Signature •" 19943 --a •.08/13/2019: O• •W ss�ONA L 8.13.19 Date CRY or Wheat Ridge Project Title: King of Wings Report date: 08/13/19 Data filename: S:\Data\Project Files\2019\2019-121 King of Wings - Mark Rudnicki\COMCHECK\COMCHECK KIN Page 1 of 9 OF WINGS.cck COMcheck Software Version 4.1.1.0 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies?Comments/Assumptions & Rea.ID C103.2 Plans, specifications, and/or ElComplies [PR2]1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the mechanical systems and equipment and ❑Not Applicable document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. C103.2 Plans, specifications, and/or ❑Complies [PR3)1 calculations provide all information ❑Does Not with which compliance can be ❑Not Observable determined for the service water ❑Not Applicable heating systems and equipment and document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. Additional Comments/Assumptions: CRY or Wheat Ridge 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: King of Wings Report date: 08/13/19 Data filename: S:\Data\Project Files\2019\2019-121 King of Wings - Mark Rudnicki\COMCHECK\COMCHECK KIN Page 2 of 9 OF WINGS.cck Section # Footing / Foundation Inspection Complies? Comments/Assumptions & Re .ID C403.2.4. Freeze protection and snow/ice ❑Complies 5 melting system sensors for future ❑Does Not [FO9]3 connection to controls. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: City of Wheat Ridge 111 High Impact (Tier 1) 2 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: King of Wings Report date: 08/13/19 Data filename: S:\Data\Project Files\2019\2019-121 King of Wings - Mark Rudnicki\COMCH ECK\COMCH ECK KIN Page 3 of 9 OF WINGS.cck Section # & Re .ID Plumbing Rough -In Inspection Complies? Comments/Assumptions C404.3 Temperature controls installed on ❑Complies [PL5]3 service water heating systems (110 F ❑Does Not for dwelling units and lavatories in ❑Not Observable public restrooms and 90 F for other ❑Not Applicable occupancies.) C404.4 Automatic time switches installed to ❑Complies [PL3]1 automatically switch off the ❑Does Not recirculating hot-water system or heat ❑Not Observable L trace. ❑Not Applicable Additional Comments/Assumptions: City of Wheat Ridge =High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: King of Wings Report date: 08/13/19 Data filename: S:\Data\Project Files\2019\2019-121 King of Wings - Mark Rudnicki\COMCHECK\COMCHECK KIN Page 4 of 9 OF WINGS.cck Section # Mechanical Rough -In Inspection Complies? Comments/Assumptions & Req.ID C403.2.3 HVAC equipment efficiency verified. ❑Complies See the Mechanical Systems list for values. a[ME55]2 []Does Not ❑Not Observable ❑Not Applicable C403.2.5. Demand control ventilation provided ❑Complies 1 for spaces >500 sq.ft. and >25 ❑Does Not [ME59]1 people/1000 sq.ft. occupant density ❑Not Observable and served by systems with air side []Not Applicable economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. C403.2.7 HVAC ducts and plenums insulated. ❑Complies [ME60]2 Where ducts or plenums are installed ❑Does Not in or under a slab, verification may ❑Not Observable need to occur during Foundation Inspection. ❑Not Applicable C403.2.8 HVAC piping insulation thickness. ❑Complies [ME61]2 Where piping is installed in or under a ❑Does Not slab, verification may need to occur ❑Not Observable during Foundation Inspection. ❑Not Applicable C403.2.8. Piping Insulation exposed to weather ❑Complies 1 is protected from damage (due to sun, ❑Does Not [ME7]3 moisture, wind, etc.). [-]Not Observable ❑Not Applicable C403.2.8 Thermally ineffective panel surfaces of ❑Complies [ME41]3 sensible heating panels have ❑Does Not insulation >= R-3.5. ❑Not Observable ❑Not Applicable C403.2.7 Ducts and plenums sealed based on ❑Complies [ME10]2 static pressure and location. ❑Does Not ❑Not Observable ❑Not Applicable C403.2.7. Ductwork operating >3 in. water ❑Complies 1.3 column requires air leakage testing. ❑Does Not [ME11]3 ❑Not Observable []Not Applicable C403.3.1, Air economizers provided where ❑Complies _ C403.3.1. required, meet the requirements for ❑Does Not 1 [ME62]1 design capacity, control signal, ventilation controls, high -limit shut-off, []Not Observable integrated economizer control, and ❑Not Applicable provide a means to relieve excess outside air during operation. C408.2.2. Air outlets and zone terminal devices ❑Complies 1 have means for air balancing. ❑Does Not [ME53]3 ❑Not Observable ❑Not Applicable C403.4.2 VAV fan motors >=7.5 hp to be driven ❑Complies [ME66]2 by variable speed drive, have a vane- ❑Does Not axial fan with variable pitch blades, or ❑Not Observable have controls to limit fan motor _ demand. ❑Not Applicable C403.4.2 VAV fan motors >=7.5 hp to be driven ❑Complies or [ME66]2 by variable speed drive, have a vane- ❑Does Not /heat axial fan with variable pitch blades, or Ridp ❑Not Observable have controls to limit fan motor demand. ❑Not Applicable auildin Divi_ 1 1 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: King of Wings Report date: 08/13/19 Data filename: S:\Data\Project Files\2019\2019-121 King of Wings - Mark Rudnicki\COMCHECK\COMCHECK KIN Page 5 of 9 OF WINGS.cck Section # & Req.ID Mechanical Rough -In Inspection Complies? Comments/Assumptions C403.2.6 Exhaust air energy recovery on mplies [ME57]1 systems meeting Table C403.2.6 ❑Does Not []Not Observable ❑Not Applicable C403.2.11 Unenclosed spaces that are heated ❑Complies use only radiant heat. ❑Does Not i[ME71]z J ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: City of Wheat Ridge I 1 I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3)J Project Title: King of Wings Report date: 08/13/19 Data filename: S:\Data\Project Files\2019\2019-121 King of Wings - Mark Rudnicki\COMCHECK\COMCHECK KIN Page 6 of 9 OF WINGS.cck Section # Final Inspection Complies? Comments/Assumptions & Re .ID C403.2.4. Heating and cooling to each zone is ❑Complies 1 controlled by a thermostat control. ❑Does Not [FI47]3 Minimum one humidity control device ❑Not Observable per installed humidification/dehumidification ❑Not Applicable system. C403.2.4. Thermostatic controls have a 5 °F ❑Complies 2 deadband. ❑Does Not [F138]3 ❑Not Observable ❑Not Applicable C403.2.4. Temperature controls have setpoint ❑Complies 2 overlap restrictions. ❑Does Not [F120]3 ❑Not Observable ❑Not Applicable C403.2.4. Each zone equipped with setback ❑Complies 3 controls using automatic time clock or ❑Does Not [F139]3 programmable control system. ❑Not Observable _ ❑Not Applicable C403.2.4. Automatic Controls: Setback to 55°F ❑Complies 3 (heat) and 85°F (cool); 7 -day clock, 2- ❑Does Not [F140]3 hour occupant override, 10 -hour ❑Not Observable backup ❑Not Applicable C403.2.4. Systems include optimum start ❑Complies 3.3 controls. ❑Does Not [F141]3 [-]Not Observable ❑Not Applicable C408.2.5. Furnished HVAC as -built drawings ❑Complies 1 submitted within 90 days of system ❑Does Not �[FI713 acceptance. [-]Not Observable ❑Not Applicable 1C303.3, Furnished O&M manuals for HVAC ❑Complies C408.2.5. systems within 90 days of system ❑Does Not 3 [F18]3 acceptance. ❑Not Observable — ❑Not Applicable C408.2.5. An air and/or hydronic system ❑Complies 3 balancing report is provided for HVAC ❑Does Not [F143]1 systems. ❑Not Observable ❑Not Applicable C408.2.3. HVAC control systems have been ❑Complies 2 tested to ensure proper operation, ❑Does Not [FI10]1 calibration and adjustment of controls. ❑Not Observable []Not Applicable C404.3 Public lavatory faucet water ❑Complies [FI11]3 temperature <=110°F. ❑Does Not ❑Not Observable ❑Not Applicable C404.5 All piping in circulating system ❑Complies [FI25]2 insulated ❑Does Not ❑Not Observable CRY d ❑Not Applicable Wheat Ri 9 Buodlo9 DwisOn 1 I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 Low Impact (Tier 3) Project Title: King of Wings Report date: 08/13/19 Data filename: S:\Data\Project Files\2019\2019-121 King of Wings - Mark Rudnicki\COMCHECK\COMCHECK KIN Page 7 of 9 OF WINGS.cck section # Final Inspection Complies? Comments/Assumptions & Reg.ID C404.6 Controls are installed that limit the ❑Complies [FI12]3 operation of a recirculation pump ❑Does Not installed to maintain temperature of a ❑Not Observable storage tank. ❑Not Applicable C403.2.2 HVAC systems and equipment ❑Complies [FI27]3 capacity does not exceed calculated ❑Does Not loads. ❑Not Observable ❑Not Applicable �C408.2.1 Commissioning plan developed by ❑Complies registered design professional or ❑Does Not �[F128]1 approved agency. ❑Not Observable ❑Not Applicable 08.2.4 Preliminary commissioning report ❑Complies 29]1 rEF completed and certified by registered ❑Does Not design professional or approved ❑Not Observable agency. ❑Not Applicable �C408.2.5. Final commissioning report due to ❑Complies 4 building owner within 90 days of ❑Does Not [F13011 receipt of certificate of occupancy. ❑Not Observable _ ❑Not Applicable C408.2.3. HVAC equipment has been tested to ❑Complies 1 ensure proper operation. ❑Does Not [17I31]1 ❑Not Observable ❑Not Applicable C408.2.3. Economizers have been tested to ❑Complies 3 ensure proper operation. ❑Does Not [FI32]1 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: City or Wheat Ridge Diviso 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: King of Wings Report date: 08/13/19 Data filename: S:\Data\Project Files\2019\2019-121 King of Wings - Mark Rud nicki\COMCHECK\COMCHECK KIN Page 8 of 9 OF WINGS.cck Project Title: King of Wings Report date: 08/13/19 Data filename: S:\Data\Project Files\2019\2019-121 King of Wings - Mark Rudnicki\COMCHECK\COMCHECK KIN Page 9 of 9 OF WINGS.cck Stephanie Stevens From: Stephanie Stevens Sent: Wednesday, September 25, 2019 11:01 AM To: Mark Rudnicki; Evan Pierce Cc: Randy Slusser; Kimberly Cook Subject: 7741 W. 44th Ave. / King of Wings Permit #201901574 Attachments: South Facade_Redlines.pdf, West Facade_Redlines.pdf Hi Mark and Evan, To reiterate my conversation with Evan from late yesterday afternoon, Planning comments on your resubmittal are provided below and via redline drawings attached: Revise architecture to meet the following ASDM standards (see Commercial design standards in Section 4.1 beginning on pg. 19) : a. Each facade that faces a street or public space shall have at least one variation in plane depth, a minimum of one foot for every 50 LF of length of the facade. This would apply to the west and south facing fagade. My suggestion would be to pop out the areas that are faced with the sandstone stacked panels 1' or to pop the window areas out 1'. b. Where a retail or restaurant use is proposed, the fagades facing the primary street (i.e. south fagade) shall be at least 60% transparent, and the side facing the public space (i.e. west fagade) shall be at least 30% transparent. Please add windows or doors on the west and south fagades to accomplish this. Right now, I've calculated you to be at 17.6% transparent on the south fagade and 18.8% transparent on the west fagade. Note that for retail -restaurant uses on corner lots, the minimum transparency required for the primary street fagade may be transferred to the secondary street fagade provided that the primary street transparency is not less than 30%. c. Rooftop equipment shall be screened with a parapet wall or similar device that is at least as tall as the item being screened. We'd recommend extending the southwest fagade upwards (creating a "second story" appearance), and possibly using a different material in that area (maybe the nichicha brick to create some consistency with the primary building), to accomplish screening and provide additional 2. We can't find a way around considering this an accessory structure per the Code. That said, there is a section in Code and in the ASDM, which state that accessory structures shall not be located between the main building and the street. See Sec. 26-625.D of the Code of Laws. To allow the structure in the location proposed would require a variance and would need to be approved by the Board of Adjustment (BOA). The BOA meets the 4th Thursday of each month, and to be able to make it onto the October 24th schedule, you'd need to submit a complete variance application by October 2. Here's a link to our website that provides information on the process and submittal checklist: https://www.ci.wheatridge.co.us/402/Variances. Here's a link to the land use application form: https://www.ci.wheatridge.co.us/DocumentCenter/View/690/Land-Use- Application?bidld=. The cost for a variance is $200 application fee + $220 public hearing processing/publication/public notice fee. Please let me know as soon as possible if you decide to proceed in this direction so I can get you on the October BOA agenda. 3. Due to limitations on the site and the inability to relocate the container anywhere other than between the building and the street that I can see, the only alternative to a variance would be to attach the container to the building somehow so it would be considered an addition versus an accessory structure. This option would likely be more costly as it would require changes to the southern fagade and removal of the roll down doors. It would also impede the ability to retain the full capacity of the rolling door, which would be unfortunate. To be considered an addition, the structure needs to be attached to the main building by a common wall of at least 5'. As we discussed, we'd be open to breaking this into 2 separate permits (1 for the interior work/parking lot and another for the accessory structure) so you could get underway with construction, but there is risk involved if by some chance, the BOA did not approve the accessory structure location. I'm sorry that this is coming up as an issue so late in the game. Unfortunately, this is the first submittal that we've seen the concept as a reality on the plan, and our first opportunity to really review against the Code. If there's anything I can do to help move things along, please let me know. Thank you, Stephanie Stevens, AICP Senior Planner Community Development Department 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2848 Fax: 303-235-2848 www.ci.wheatridge.co.us 1969 - 2019 CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. 2 ,nvm3o's W3doHd µOOS _ rr 1 flll-;�U-y a 3 0 rn N T 3Nwj .. pW =g t�i u tD N fYl U b E%��as=a�qm m N 6113 Y 1 flll-;�U-y 8 0 a�ZoZ� ¢EjmpOO W 6 UONNO°N ¢¢- d awlL� UmZ� WQWQ LLg Z Zaa� 3 0 rn N T 3Nwj .. JI�' r��� b E%��as=a�qm �a Y o c-aor ACL I I I I 3 Cc m qq 8 0 a�ZoZ� ¢EjmpOO W 6 UONNO°N ¢¢- d awlL� UmZ� WQWQ LLg Z Zaa� 3 0 N T 3Nwj .. C N C T l6 LO1 0 cvC a� 5-60-0 oE C C-0 � O c T� E E m 10 3 a ao O 0. C'.0 47 0 0 N a N m a C C C m O C U O C L0 coo W L y N d .L... U U j L 3 l0 E c mc r v E 0 _c of Ep O . c o° o E m n L E U C p o y d 3 Q o o .00 d 3 m m .0 0 i5 0 V < L Co zz T=)¢Cc CC J cp p Z�0LL co0ui Z Owo - C)(nui _°-¢ 7G i1J cs LL Z Ootil!- JCr- cr -�D CL cn¢W¢ LL o w=) :D cli mz ~ Q Z Q Lj:�0 Z d ¢ O O O) p C V 0 O o m E a o n 0 E �E�axi C � arna0i U y C (n O � C c.3 o d � � m LC L > N r a c N E o LU Z�y >Q n- zwaiccc p >Q u o O,c aa�. Rev. 09/2017 COMMERCIAL Building Permit - Plan Review Worksheet Submittal requirements: ❑ Copy of Deed T Site Plan (to scale) Elevations I'd I Address: Lot Size: Co k Co sq. ft. Zoning: C- 1 Use: 12,ES�_a amt Related Cases: Tf Qd� ��Cnal Cu�tc� Property in the flood plain? (1� If yes, add surveying condition FLD. Subdivision: ECV-fie. s,t 2 ) Any conflict? (Y/N) iJ Type of project (applicable survey conditions in parenthesis): Accessory ISP, ILC or site plan none if in floodplain (FLD) ❑ Addition ILC and site plan if Win 2' of setback or in floodplain (FND) if in floodplain (FLD) ❑ New Site plan based on survey/plat yes (FND) yes (NCM) Maximum Lot Coverage: % � C1 .S < sq. ft. s Existing Improvements (footprint only): Building: c.1,S Z j sq. ft. Other: sq. ft. Total Existing sq. ft Lot Coverage % Proposed Improvements (footprint only): New Structure: sq. ft. Addition: sq. ft Other: j Cc C) sq. ft. Total Proposed 'A sq. ft Lot Coverage Z % Required Setbacks: FR C -QCs' S ��� S R ;C,` -y' ACCCSSCC\/ CC -n' 1 Provided Setbacks: FR I'- G '' S (s; ' S ' R t �`� ►�1nC f� I Sohl Commercial buildings may not be built in-line with existing nonconforming structures. For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition FND. Maximum Height: ft. Proposed Height: C,, " ft. Parking Spaces Required: Parking Stall Width: Handicapped Parking Required: Parking Lot Buffer Required: Access Aisle Width Required: Drive Aisle Width Required: Maximum Size: Proposed Size: Parking Spaces Provided: Parking Stall Length: Handicapped Parking Provided: Parking Lot Buffer Provided: Access Aisle Width Provided: Drive Aisle Width Provided: sq. ft. sq. ft. :' Parking Notes/Access Notes E X Ll One interior landscaped parking islais required for every 30 parking spaces. ❑ A driveway connection must be made from the existing edge of pavement into the site, and shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ No vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. Access points must be spaced at least 100 feet apart, measured from inside edge. Access points on corner lots must be at least 25 feet from intersecting right-of-way, except arterial or collector streets must be at least 50 feet. Rev. 09/2017 ❑ In commercial zone districts, curb cuts shall be at least 20 feet in width and not more than 35 feet in width. ❑ For all uses, one access point per property is permitted. Landscaping Required: �J i Trees Required: Shrubs Required: Non -Living Max: Street Trees Required: % ( s.f) Landscaping Provided: Trees Provided: Shrubs Provided: % ( s.f) Non -Living Provided: Street Trees Provided: % ( s.f) s.f.) Landscaping Notes ❑ Street trees must be at least 3 inches caliper, and must be deciduous. ❑ All other trees must be at least 2 inches caliper. ❑ All shrubs must be 5 gallon buckets. ❑ Metal edging shall contain all areas of rock or mulch; rock shall be at least 1-2" in size. ❑ When calculating non -living landscaping, areas of living landscaping may be excepted out of the rock beds. ❑ These exceptions are based on the radius of the specimen after a two-year growing period. Freestanding Light Height: Maximum FS Light Height: Wall Light Height: Maximum Wall Light Height: xi5l,nc�Photometric Plan Submitted: Architecture: Refer to separate ASDM or Mixed Use checklists. AMetal buildings not permitted for accessory structures. Number of Access points: 1 Curb cut width(s): Distance from property line: Distance from each other: ;etsca : Does the permit result in any of the following conditions? ❑ on 'ti of new roads LJ Platting of new lots Ll New d elopment ❑ Additions that increase gross floor area (not just footprint) by 60% or more (use formula below) (proposed floor ar\e_ — existing floor area ) / existing floor area = % increase If any box is checked, doe? If not, streetscape construc Curb and gutter req Sidewalk required? Amenity zone? _ Other? Fee in lieu required? frontage meet current city standards? or fees -in -lieu will be required. PW has added in ADG valuation and fees as fee code SCDF) Are any other conditions required? Permit is not business license Separate permits are required for fencing Separate permits required for site signage ❑ Parking in conformance with Section 26-501 ❑ Landscaping in conformance with Section 26-502 ❑ Lighting in conformance with Section 26-503 ❑ Driving and parking surfaces must be hard surfaced paved ❑ Owner/contractor responsible for locating property lines ❑ Foundation certification form (FND) ❑ As -built survey (NCM) ❑ Floodplain certification (FLD) City of Wheat , I COMMUNITY DEVELOPMENT Architectural and Site Design Manual (ASDM) Building Design Review Checklist - Commercial/Retail or Mixed Use See Site Design Review Checklist for Site Design Address: -}-7 1-11 Ik) '-1' r --**' Zoning: ( 1 Building Type: [] Commercial/Retail or Mixed Use (Section 4.1 of Manual) (For Heavy Commercial/Light Industrial or Multifamily Residential, see corresponding checklists) Project Type: LJ New development/redevelopment (Accesscry &t'1 t,'cA_.i ❑ Major addition (50% increase in SF or more) ❑ Facade improvement 4.1 - Commercial Retail and Mixed -Use Design Standards A. Facade Design Facade Detail - All building facades visible from a street or public space shall provide a level of finished architectural quality and be designed to the human scale. Each facade that is visible from a street or public space shall incorporate at least three of the following elements: ❑ Reveals ❑ Belt courses ❑ Cornices ❑ Deep overhangs a minimum of 3 feet in depth ❑ Expression of a structural or architectural repeating element of at least one foot in de th.` ecess window and/or storefronts Co or and/or texture differences Articulation of windows and doorways, which may include sills, mullions, or pilasters that create a three-dimensional expression Compliant? Yes ❑ No ❑ N/A ❑ Notes: Ll ) o �' � S' �C' ► A ,un, _� Facade Articulation - Each facade thatfaeeg a street or public space shall have at least one variation in plane depth, a minimum of ne fo for every 50 linear feet of the length of the facade. Non -permanent features such as canopies or awnings will not qualify. Plane depth variation may be accomplished through elements such as: ❑ Upper level stepbacks ❑ Dormers City of Wheat Jge COMMUNITY DEVELOPMENT ❑ Recessed entries �e;cess orti s d windows and/or storefronts Oets in the general plane of the fagade including columns, pilasters, protruding bays, reveals, fins, ribs, balconies, cornices or eaves. Compliant? Yes ❑ No \ N/A ❑ Notes: 1' nen n a d��1a1 tti Z Primary Entrance — The primary entry of each building shall be emphasized through at least two of the following: ❑ Changes in wall plane or building massing Pq Differentiation in material and/or color Higher level of detail Enhanced lighting [� Greater amount of transparency Compliant? Yes Notes: No ❑ N/A ❑ Fagade Variation — For facades longer than 200 feet, at least one major identifying feature shall be incorporated into the building design. This feature shall be one of the following or a similar architectural feature that creates visual interest: ❑ Cupola ❑ Rotunda ❑ Spire ❑ Dome ❑ Clock i Compliant? Yes ❑ No ❑ N/A [ Notes: 2 City of WheatRdge COMMUNITY DEVELOPMENT B. Materials Primary Materials — Buildings shall be constructed of durable materials. Approved materials include, but are not limited to: ❑ Brick ❑ Stone ❑ Integral colored textured concrete block Hard coat stucco Synthetic brick and masonry materials ❑ Terra-cotta Compliant? Yes R] No ❑ N/A ❑ Notes: Secondary Materials — the following materials are allowed in limited amounts: • Architectural metal panels may not exceed 40% of any fagade. Percent of facade that contains Architectural metal panels: South facade North fagade West facade East fagade Compliant? Yes ❑ No ❑ N/A Ed • Smooth -faced CMU may not constitute more than 25% of any facade. Percent of facade that contains smooth face CMU: South facade North fagade West facade East facade Compliant? Yes ❑ No ❑ N/A [A • EIFS: if EIFS is used, it must be textured, may not be utilized below the height of 8 feet on any building fagade, and may not exceed more than 25 % per building fagade. Percent of facade that contains EIFS: South facade North facade West fagade East facade Compliant? Yes ❑ No ❑ N/A [;Z 3 City of Wheat, COMMUNITY DEVELOPMENT Notes on secondary materials: Review Notes: ✓ The allowable amount of EIFS may be consolidated on a fagade(s) that does not face a street or public space, provided that the total amount of EIFS, calculated cumulatively for the entire building, does not exceed 25 percent. Material Variation — All building facades visible from a public street or public space shall have at least one change in material for each 12 feet (or portion thereof) or wall height. A change in material must be at least 1 foot in height. Masonry patterns, such as headers or rowlocks, can count as a change of materials. Window, canopies, and doorways will not count as a change in material. Compliant? Yes [� No ❑ N/A ❑ Notes: C. Transparency Retail or restaurant uses — where a retail or restaurant use occupies the ground floor, the fagade facing the primary street shall be at least 60% transparent. All other facades facing a street or public space shall be at least 30% transparent. Transparency provided for primary street facade: 3' • tjI ? S Ci i - C� " - CD Transparency provided for all other streets: SC, r t 2C) Compliant? Yes ❑ No N/A ❑ Notes: Review Notes: ✓ Transparency shall be calculated as the percentage of clear, non -reflective glass within the area between 3 feet and 8 feet above the first floor finished elevation. ✓ Structural elements and opaque or reflective glass shall not be counted as transparent area. ✓ Glass display cases may count toward transparent area if they give the appearance of windows and are maintained with items of interest, including window display graphics that do not include advertisements. ✓ For retail -restaurant uses on corner lots, the minimum transparency required for the primary street facade may be transferred to the secondary street fagade provided that the primary street transparency is not less than 30%. 4 City of �(_ Wheatf d ge COMMUNITY DEVELOPMENT All non-residential uses excluding retail/restaurant— the fagade facing the primary street shall be at least 40% transparent. All other facades facing a street or public space shall be at least 25% transparent. Transparency provided for primary street fagade: Transparency provided for all other streets: Compliant? Yes ❑ No ❑ N/A ❑ Notes: Review Notes: ✓ Transparency shall be calculated as the percentage of clear, non -reflective glass within the area between 3 feet and 8 feet above the first floor finished elevation. ✓ Structural elements and opaque or reflective glass shall not be counted as transparent area. D. Screening — Loading, Service Areas, and Utilities Design Standard 1— All loading equipment and service areas shall be adequately screened and located towards the rear of the building. Compliant? Yes K Notes: No ❑ N/A ❑ Design Standard 2— Rooftop equipment shall be screened with a parapet wall or similar device that is at least as tall as the item being screened. The screening element may be shorter than the equipment only if the equipment is set back so that it is not visible from the street or adjacent residential properties (to be demonstrated by drawings by the applicant). Compliant? Yes ❑ No 14 N/A ❑ Notes: Design Standard 3 — Trash enclosures shall be incorporated into the building design and fully screened with full wall enclosures or wing walls that are consistent with the buildings' materials. Trash enclosures shall not be located between the building fagade and right-of-way. Compliant? Yes ❑ No ❑ N/ALAJ NA 5 City of Wheat jg,c COMMUNITY DEVELOPMENT Notes: Design Standard 4 — Screening elements and/or enclosures shall be composed of forms, materials, and colors that are consistent with the primary building. Compliant? Yes ❑ No N/A ❑ Notes: Design Standard 5 — All screening elements shall be at least as all as the object being screened. Compliant? Yes ❑ Notes: No 0 N/A ❑ 0 Mid MARK RUDNICKI ARCHITECTURE City of Wheat Ridge Building and Inspection Services 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Attn: Mr. Randy Slusser October 2, 2019 Re: King of Wings - 7741 W. 44th Avenue - Permit No. 201901574 Dear Mr. Slusser, This letter is to express my approval for you to red line the construction drawing set for the King of Wings Tenant Finish, Revision 2 dated 9/11/19. The purpose is to separate out the Food Prep Container from the permitting of the remaining building tenant finish. Thank you. Mark Rudnicki, Architect 9 MARK F. RUDNICKI i B1655 6062 South Aberdeen Street • Littleton, Colorado 80120 • Phone 303-798-4596 Cell: 303-619-7434 e-mail: Hare rchitect±aeorxz.cast. net City of HW heat ' Ogie ��(, MUNITY DEVELOPMENT j Building & Inspection Services 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 (/ Inspection Line: 303-234-5933 s FOR OFFICE USE ONLY Date: 0 —! (/ b / q Plan/Permit # C l Plan Review Fee: •3S' Building Permit Application ( O/q ) Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: MAI W. 4I9+i, Ave- Property ve Property Owner (please print): R c3 L c� c: In er Phone: 303- 4,2,2- - 95co o Property Owner Email: l20 cl e -Y . L o c.C_ IN ew L cA L G.- , kN 5 C—c;+-in Tenant Name (Commercial Projects Only) •Tao N a "t s Property Owner Mailing Address: (if different than property address) Address: r, S C; cD k,.1 eJ.4i -1h Citv. State. Zip: D e- o' &'r . Cs 0 13 CO'L'T I Arch itectlE ng i neer mail: Contractor Name: City of Wheat Ridge Licen: r-A-ite-r #: 021 l 2 Co Phone: 303 - 3 c' t - 51 Contractor E-mail Address: u clu o y,ra ry,. c1 For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Phone: 30 3 3c t -I g CONTACT EMAIL(p/ease print): r %�A d u Me e am � d - i1n � F, , Le, k-rl Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: City License # Other City Licensed Sub: City License # Complete all highlighted fields. ❑COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, 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. � Jv •2..�� �i�� R � �-t r�� 4r lc ; F �� e.,, a�r ea p i �:,�► b � �. � a r �S � 1 � �k � : � 1 a ca ct UA38vcAvcuA i ash e, l-, n - I W Ae— j C. 15 L'6rn-�, �l C= -,C-a( �c�L:,�",e'% ( GoGa�t:v � e��c.� Sq. FULF BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) IV e.— E�4,y5ei.C)Cs 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) Signature (first and last name): qC 9�� DATE: 15 Printed Name: IZ w cl.t 5 v A n'A1&-" ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer. PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: 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: �0 F��d J ob Address:2-2411 Permit Number: no/70 ❑ No one available for inspection: Time �lpM Re -Inspection required: Yes ( No When corrections have been made, call for re -inspection at 303-234-5933 Date: '13, Inspector: �!>/ DO NOT REMOVE THIS NOTICE Kimberly Cook Do l 7U?J5' From: Jonathan Gilbert Sent: Tuesday, June 5, 2018 3:01 PM To: Kimberly Cook; Randy Slusser Subject: FW: FW: McCabe Meats W.R. Project #201707249 From: roger.loecher@landlcoins.com <roger.loecher@landlcoins.com> Sent: Friday, June 1, 2018 5:05 PM To: Jonathan Gilbert <jgilbert@ci.wheatridge.co.us> Subject: RE: FW: McCabe Meats W.R. Project #201707249 Hi, We stopped the project from moving forward and are talking with new tenants with new interior plans. Will keep you posted. Roger --------- Original Message --------- Subject: FW: McCabe Meats W.R. Project #201707249 From: "Jonathan Gilbert" <j 'lig bert(a,ci.wheatrid e.co.us> Date: 6/1/18 2:04 pm To: "roger.loecherglandlcoins.com" <roger. loecherglandlcoins. com>, "desen 1 ,comcast.net" <desenRl9comcast. net> I am sending this email because we have had no response to the email dated May 10, 2018. Please acknowledge with a short email updating us on your progress. Thank You, Jonathan Gilbert From: Jonathan Gilbert Sent: Thursday, May 10, 2018 7:51 AM To: roger. loecherklandlcoins.com; desenglgcomcast.net Cc: Kimberly Cook <kcookgci.wheatrid eg co.us>; Zackary Wallace <zwallace(a�ci.wheatrid e.co.us>; Jonathan Gilbert <j ilg bertgci.wheatrid eg co.us>; Randy Slusser <rslusser(a,ci.wheatrid e.co.us>; Dina Kemp <dkempkci.wheatrid eg co.us>; Lagenia Reimer <lreimerkci.wheatrid e.co.us> Subject: McCabe Meats W.R. Project #201707249 Dear Applicant, Before this revision can be approved, please clarify and provide the following: <![if ! supportLists]> 1. <![endif]> Please submit a new full sized sheet A-1 showing revised locations for the restroom, utility room, and door. Clouding with an arrow pointing to new location is not adequate. <! [.if ! supportLists]>2. <! [endif]>Has sheet A-2 or A-3 changed? If not please remove from revised set. <! [if ! supportLists]>3. <! [endif]>Provide construction details for new door location. <![if !supportLists]>4. <![endif]>Electrical lighting: sheet E-1 and T-2 do not match please clarify. <![if !supportLists]>5. <![endif]>Provide elevation views of counters shown on T-1. Counters shall comply with section 901 ICC A117.1 for accessibility. <![if !supportLists]>6. <![endif]>Add to scope of work build out for new shelving, counters, refrigerator cases and freezer to accommodate new tenant. (If these will be provided by new tenant, a separate permit will be required and I will make note on the plans). PLUMBING: Show all locations and sizes of floor drains, condensation pipes in plan view as well as isometric for all walk in freezers, stand up freezer, reach in's etc. Please submit all plumbing plans to Wheat Ridge Sanitation District for their requirements. Electrical: There is a discrepancy between lighting load (VA) calculations in Com Check and load calculations on sheet E-1, please correct. Identify all exterior wall lighting on the plan, please include fixture and lamp type, mounting height, identify "cutoff" type fixtures. 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: qaq P' na ( flW, Job Address: 2 Zq1 L/ (Ill -t4 1yK, Permit Number: 20170q qq3 r 111671 /2 -dig � A)+ An, — se l eked f'pd ra,(s an ev5.4- S, '� d _r . � J ❑ No one available for inspection: Time AM& Re -Inspection required:Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 6/ d I' I Inspector: 12� GVC* 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: 5(D6— M o 42ool-- Job Address: 7--) Ll I W l -i q -77Y AVC' Permit Number: 20 rwO % V4 ❑ No one available for inspection: Time AM(PM Re -Inspection required: Yes rN2 When corrections have been made, call fo -re-inspection at 303-234-5933 ,,1 d fol, [ f,. Date:O [s L 1 Inspector: �" � DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Roofing PERMIT - 201709443 PERMIT NO: 201709443 ISSUED: 12/05/2017 JOB ADDRESS: 7741 W 44th AVE EXPIRES: 12/05/2018 JOB DESCRIPTION: Commercial re -roof with Owens Corning Duration lifetime asphalt shingles. Install double layer felt. Pitch is 3/12 and 59 squares. *** CONTACTS *** OWNER (720)938-5858 LOECHER ROGER SUB (303)659-8241 Alfredo Ramos 060036 Ramos Roofing Co. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,500.00 FEES Total Valuation 0.00 Use Tax 346.50 Permit Fee 315.25 ** TOTAL ** 661.75 *** 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 - 201709443 PERMIT NO: 201709443 ISSUED: 12/05/2017 JOB ADDRESS: 7741 W 44th AVE EXPIRES: 12/05/2018 JOB DESCRIPTION: Commercial re -roof with Owens Corning Duration lifetime asphalt shingles. Install double layer felt. Pitch is 3/12 and 59 squares. 1, 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 proc dures, and that I am the legal owner or have been authorized by the legal owner of theproperty, and am authorized to obtain this permit and p rform the work described and approved in conjunction with this permit. I further attest that I am authorized to include all entities na ed within this document as parties to the work to be performedand that all work`to� Zlegally form is disclosed in this document and/ r its' accompanying approved plans and specifications. Sighature of OWNER or CONTRACTOR (Circle one) D At I. This permit was issued based on the information provided in the permit application and accompanying )Tans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the 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 issuanc ranting of apermit s_ II tipt be construed to be a permit for, or an approval of, any violation of any provision of any apphcabl dmanc on of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of f W heat"ge co MUNrry DEVELOPMENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(c)-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: T 1L41- '� IL- -7 �j ,�4t" Nj. _ Property Owner (please print):- Phone: Property Owner Email: rc!4L. lues Hey/ & L cuyk Mailing Address: (if different than property address) Address: 1PU 1 L2C71 71 City, State, Zip: I> n\v� Y- Lin, <8ozi Z Architect/Engineer: Architect/Engineer E-mail: Contractor: Contractors City License #: Contractor E-mail Address: For Plan Review Questions & Comments (please print): Phone: Phone: 1434 CONTACT NAME (please print): Phone: CONTACT EMAIL(please print): Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # City License # Plumbing: W.R. City License # Other City Licensed Sub: 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 ❑ COMMERCIAL ADDITION ,RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ 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.) -51 12 Sq. Ft./LF Amps Btu's Gallons Squares 69 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 pen -nit 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)�er (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) ( /), ---\ r-� Siffnature (first and last name): DATE: 1 2 ZL ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. 1, 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 fbe legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be ep rfO�n�e , �s_disclosed in this document and/or its' accompanying approved plans and specifications. Signature of tOWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a 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 shaN`I` of be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regul of this jurisdiction. A pyo ;al of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:5 BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. _ Vic. City of Wheat Ridge Residential Demoliti PERMIT - 201707160 PERMIT NO: 201707160 ISSUED: 09/12/2017 JOB ADDRESS: 7741 W 44th AVE EXPIRES: 09/12/2018 JOB DESCRIPTION: Permit to Demo (2) windows (2) doors and portions of brick around window. Demo is to get finished size of windows/doors in order to order proper size. *** CONTACTS *** OWNER (720)938-7464 LOECHER ROGER SUB (303)248-3766 Rudy Spandler 100059 Pyramid Construction, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,500.00 FEES Total Valuation 0.00 Use Tax 73.50 Demolition Fee 50.00 ** TOTAL ** 123.50 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. 1, 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 fbe legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be ep rfO�n�e , �s_disclosed in this document and/or its' accompanying approved plans and specifications. Signature of tOWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a 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 shaN`I` of be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regul of this jurisdiction. A pyo ;al of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:5 BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. _ Vic. e ,r City of //_,/� W heat fge 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: permitsaci.wheatridge.co.us FOR OFFICE USE ONLY Date: �11 Plan/Permit # Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: l l 1 t, -i . A e4 t ' /-\,.v u , Property Owner (please print): R o g c_ : Le z c h *,, r Phone: 3o,3 - (,� 3 g 5S 51B Property Owner Email: OU g c, r. L o t, c Iny, r Q L a. L C ,. n S C_ 0 -j." Mailing Address: (if different than property address) Address City, State, Zip: Arch itect/Enaineer: Architect/Engineer E-mail: Phone: Contractor: Purarn"c► � LSC, Contractors City License #: ► 00 0 5 9 Phone: 303- 301_ 5'1&5 Contractor E-mail Address: r LA'iW I2:a v &" , rs e m 5 'k c.C% rV% 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 ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT [90THER (Describe) 0 L' rt+ c:1 . 10 6 x lrQ- : p , (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.) 9 a rn�,,`,�,1 Sq. FtAF Amps �•; c�k lis �..1 i , Btu's Squares (2-) aC.3c-;,: Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 3. 500 _ oG 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) Electronic Signature (first and last name): QQ3E�7� )ATE: ClC1 j -1 DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ 0 0 x z �Yd y II II � I 3 � 9 7,Y41 RETAIL,.Smo 7 esi 44th Avenue� � f5N<� asnn s7 Ridge. CO 80033 �q 1 From: Rudy Spandler rudynvramid@msn.com Subject: 7741 W. 44th Ave. Window and Door Demolition Permit Request Date Sep 9, 2017, 2:49:09 PM To: Melissa Mackey �!c<e�;�i..°:�11atridge.co,us Cr permits@ci.wheatridge.co.us, Rogeroger.loecher@landlcoins.com, Rudy Spandler ,gad } - � %?r��s ;.com Frank Lugo lugof50 CLgw,iil.cor: Nik Loecher'oecher@gmail.corn Hi Melissa, Attached please find our request for windows and door demolition at 7741 West 44th Avenue. Our scope of work shall include as follows. South Elevation: Removal of Window and Door Secure proper shoring as required Board up opening West Elevation: Removal of window. Secure proper shoring Board up opening The request is for our rough openings so we may field measure garage doors and entry doors per custom manufactures verification. see attached design review document for elevation benchmark as noted above. Under separate cover we shall apply for new construction of facade, glass garage doors, exterior door, ADA restroom, furnace room and Janitor Closet. We should have our hard copies of construction documents and specification submitted for review mid week, 9/13/17. If you have any question in regards to the attached or above, please do not hesitate to call. Thank you, Rudy 303-301-5895 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. 1, 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 fbe legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be ep rfO�n�e , �s_disclosed in this document and/or its' accompanying approved plans and specifications. Signature of tOWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a 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 shaN`I` of be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regul of this jurisdiction. A pyo ;al of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:5 BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. _ Vic. City of Wheat Ridge Residential Demoliti PERMIT - 201707160 PERMIT NO: 201707160 ISSUED: 09/12/2017 JOB ADDRESS: 7741 W 44th AVE EXPIRES: 09/12/2018 JOB DESCRIPTION: Permit to Demo (2) windows (2) doors and portions of brick around window. Demo is to get finished size of windows/doors in order to order proper size. *** CONTACTS *** OWNER (720)938-7464 LOECHER ROGER SUB (303)248-3766 Rudy Spandler 100059 Pyramid Construction, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,500.00 FEES Total Valuation 0.00 Use Tax 73.50 Demolition Fee 50.00 ** TOTAL ** 123.50 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. 1, 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 fbe legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be ep rfO�n�e , �s_disclosed in this document and/or its' accompanying approved plans and specifications. Signature of tOWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an manner shall be performed that shall results in a 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 shaN`I` of be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regul of this jurisdiction. A pyo ;al of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:5 BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. _ Vic. e ,r City of //_,/� W heat fge 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: permitsaci.wheatridge.co.us FOR OFFICE USE ONLY Date: �11 Plan/Permit # Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: l l 1 t, -i . A e4 t ' /-\,.v u , Property Owner (please print): R o g c_ : Le z c h *,, r Phone: 3o,3 - (,� 3 g 5S 51B Property Owner Email: OU g c, r. L o t, c Iny, r Q L a. L C ,. n S C_ 0 -j." Mailing Address: (if different than property address) Address City, State, Zip: Arch itect/Enaineer: Architect/Engineer E-mail: Phone: Contractor: Purarn"c► � LSC, Contractors City License #: ► 00 0 5 9 Phone: 303- 301_ 5'1&5 Contractor E-mail Address: r LA'iW I2:a v &" , rs e m 5 'k c.C% rV% 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 ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT [90THER (Describe) 0 L' rt+ c:1 . 10 6 x lrQ- : p , (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.) 9 a rn�,,`,�,1 Sq. FtAF Amps �•; c�k lis �..1 i , Btu's Squares (2-) aC.3c-;,: Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 3. 500 _ oG 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) Electronic Signature (first and last name): QQ3E�7� )ATE: ClC1 j -1 DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ 0 0 x z �Yd y II II � I 3 � 9 7,Y41 RETAIL,.Smo 7 esi 44th Avenue� � f5N<� asnn s7 Ridge. CO 80033 �q 1 From: Rudy Spandler rudynvramid@msn.com Subject: 7741 W. 44th Ave. Window and Door Demolition Permit Request Date Sep 9, 2017, 2:49:09 PM To: Melissa Mackey �!c<e�;�i..°:�11atridge.co,us Cr permits@ci.wheatridge.co.us, Rogeroger.loecher@landlcoins.com, Rudy Spandler ,gad } - � %?r��s ;.com Frank Lugo lugof50 CLgw,iil.cor: Nik Loecher'oecher@gmail.corn Hi Melissa, Attached please find our request for windows and door demolition at 7741 West 44th Avenue. Our scope of work shall include as follows. South Elevation: Removal of Window and Door Secure proper shoring as required Board up opening West Elevation: Removal of window. Secure proper shoring Board up opening The request is for our rough openings so we may field measure garage doors and entry doors per custom manufactures verification. see attached design review document for elevation benchmark as noted above. Under separate cover we shall apply for new construction of facade, glass garage doors, exterior door, ADA restroom, furnace room and Janitor Closet. We should have our hard copies of construction documents and specification submitted for review mid week, 9/13/17. If you have any question in regards to the attached or above, please do not hesitate to call. Thank you, Rudy 303-301-5895 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: M�S Job Address: �� !1�-}' Permit Number: ❑ No one available for inspection: Time_5 vs Re -Inspection required: Yes CO) When corrections have been made, call for re -inspection at 303-234-5933 1 Date: i 30 1 -7 Inspector: DO NOT REMOVE THIS NOTICE ., City of Wheat Ridge Comm. Tenant Finish PERMIT - 201707249 PERMIT NO: 201707249 ISSUED: 11/21/2017 JOB ADDRESS: 7741 W 44th AVE EXPIRES: 11/21/2018 JOB DESCRIPTION: Permit for a Landlord Improvement: Exterior Facade, New Garage doors, ADA Restroom. ** NOTE prior to issuing this we need a electrician and plumber and a note that states a revision for the bathroom is necessary, they are relocating it *** CONTACTS *** OWNER (720)938-7464 LOECHER ROGER GC (303)221-7770 Adam Miller 021126 A.D. Miller Services, Inc. SUB (303)233-2900 Michael Roop 018962 Roop Electric SUB (303)868-0421 Lucas Wathier 140298 Mike's Heating LLC SUB (303)233-7007 Torrey Cosgrove 017885 Lakewood Plumbing LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 330 / General Retail BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 38,000.00 FEES Total Valuation 0.00 Plan Review Fee 384.51 Use Tax 798.00 Permit Fee 591.55 ** TOTAL ** 1,774.06 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. The issuance of a building permit should not be construed to be approval of a business license. Business licenses are independent of the building permit and can not be approved until completion and approval of the associated building permit. Site signage will require separate permits. w City of Wheat Ridge Comm. Tenant Finish PERMIT - 201707249 PERMIT NO: 201707249 ISSUED: 11/21/2017 JOB ADDRESS: 7741 W 44th AVE EXPIRES: 11/21/2018 JOB DESCRIPTION: Permit for a Landlord Improvement: Exterior Facade, New Garage doors, ADA Restroom. ** NOTE prior to issuing this we need a electrician and plumber and a note that states a revision for the bathroom is necessary, they are relocating it I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applica le building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be performed and that all w<ari_ta l _P�exl9rmed is discIsein this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of an manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official �s Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Of IRKW heat fd�e MMUN,Ty DEVELOPMEN f Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 j Office: 303-235-2855 * Fax: 303-237-8929 l Inspection Line: 303-234-5933 51 Email: permitsad.wheatridge.co.us FOR OFFICE USE ONLY Date: ^' I Planmermit # 1 �1 Plan Review Fee: Building Permit Application *** P'; ,mplete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 1.1 q 1 LJ • 4,4 %-. e" w', Property Owner (please print): Q q e. r L (o e- J% car Phone: 303 - (-W- 5858 Property Owner Email • P - o q e- r L o e (, 6 e- e G LL G C r rl Fj _ co +n Mailing Address: (if different than property address) Address City, State, Zip: Architect/Engineer• Architect/Engineer E-mail: Contractor: IJ Contractors City License #: _ Contractor E-mail Address: Phone: ' m,ll,0,v- 2 1 1 2 co Phone: Sub Contractors: `S�' n Electrical: 6'�" Plumbing: Mechanical: i"/t . 5 W� �✓b d W.R. City License # `6 Ct Z W.R. City License # W.R. City License # (gyp .Z c( 3o'3 -X3.3 - 2� n o 1 1 g 30 Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form Ff COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT tea R�Y� rcc.n [VOTHER (Describe) rV.NiQ la, E -AS -A66 p(v,, ; City of ��Ihcatce MUNii UGVELOPMLNI City of Wheat Ridge Municipal Building October 12, 2017 Pyramid Construction 2895 W. 90 Avenue Federal Heights, CO 80260 Re: Plan # 201707249 To whom it may concern: 7500 W. 29`f' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 This letter is in regard to your application for a building permit on property located at 7741 W. 441 Avenue. Your submittal has been reviewed by the Planning Division, and has prompted the following comments. Please note the Planning review is only one step in the process. Comments from the Building Division may also need to be addressed. Planning Division comments are as follows: • Chapter 4 (Building Design) of the Architectural and Site Design Manual (ASDM) applies to all commercial, retail, mixed-use, industrial, and multifamily properties in the City that are new construction, major additions or facade improvements. As such, this project must comply with the ASDM. • Brick and hard coat stucco are permissible primary materials for the facade, however, the ASDM also states that materials with the greatest durability, such as brick or stone, should be used on ground floor facades. As such, you are encouraged to retain the existing brick fagade on the front of the building rather than replacing it with stucco. • Exterior insulating finishing system (EIFS) may be used as an accent material, not to exceed 25% of the facade. It appears the proposed parapet fagade will be entirely EIFS, and constitutes approximately 39% of the building fagade. o Please also note the ASDM required that EIFS have a textured finish. Thank you, ���tva& mih' f Zack Wallace Mendez / Planner H 303-235-2852 zwallace@ci. wheatridge. co. us cc: Roger and Nik Loecher (property owners) Address file (7741 W. 44`x' Avenue) Plan # 201707249 www.d.wheatridge.co.us Antoinette Kulick From: Rudy Spandler <rudypyramid@msn.com> Sent: Thursday, September 14, 2017 3:06 PM To: Antoinette Kulick Cc: Rudy Spandler; Roger Subject: [Caution: Message contains Redirect URL content] Application 201707249: 7741 W. 44th Avenue, Wheat Ridge, CO 80303 Rudy Spandler Pyramid Construction, LLC 2895 West 9th Ave Federal Heights, Colorado 80260-5107 Office: 303-248-3766 Fax:303-248-3766 Cell: 303-301-5785 http://pyramid-construction.webs.com From: Plan Review <PlanReview@westmetrofire.org> Sent: Thursday, September 14, 2017 1:35 PM To: Rudy Spandler Subject: RE: Job # 170914003: 7741 W. 44th Avenue, Wheat Ridge, CO 80033 Your plans and application for review have been received and accepted, and are in the queue. You will be contacted by a plans examiner once the plans have been reviewed. Our turnaround time is approximately 2 weeks. Regards, West Metro Fire Rescue Life Safety Plan Review Desk W West Met ro Fire Rescue From: Rudy Spandler [mailto:rudypyramid@msn.com] Sent: Thursday, September 14, 2017 12:44 PM To: Plan Review Cc: Rudy Spandler; Roger Subject: Job # 170914003: 7741 W. 44th Avenue, Wheat Ridge, CO 80033 Job # 170914003 7741 West 44th Avenue Wheat Ridge, CO 80033 Attached plans A-1, A-2, A-3 and Scope of Work Letter Rudy Spandler Pyramid Construction, LLC 2895 West 90th Ave Federal Heights, Colorado 80260-5107 Office: 303-248-3766 Fax:303-248-3766 Cell: 303-301-5785 http://pyramid-construction.webs.com PyramidConstruction pyramid-construction.webs.com Construction Management, Masonry, Stone, Stucco, Frarning and Drywall From: David Watanabe - Next Level, Inc. <dave@nlengineers.com> Sent: Monday, September 11, 2017 2:19 PM To: Rudy Spandler Cc: Nik Loecher; Frank Lugo; Patrick H; Troy F; Roger Subject: RE: 7741 Retail Added Red Line Changes 9-10-17 Here are the updated drawings for this project for your review. David Watanabe, P.E. Principal nexflevcd Inc. 303.260.9455 nlen.gineers.com Rudy Spandler Pyramid Construction, LLC 2895 West 90th Ave Federal Heights, Colorado 80260-5107 Office: 303-248-3766 Fax:303-248-3766 Cell: 303-301-5785 http://pyramid-construction.webs.com **** WARNING: This email originated outside of Westmetrofire.org. DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. **** PLAN # 201707249 SCOPE OF WORK DELTA 1 REVISED CHANGE PYRAMID CONSTRUCTION, LLC 2895 West 90th Avenue Federal Heights, Colorado 80260-5107 303-301-5785 • Fax 303-248-3766 Date: October 14, 2017 • Time: 2:01 PM Attn.: City of Wheat Ridge Building Department 7500 West 29'h Avenue Wheat Ridge, Colorado 80212 303-235-2853 Fax 303-235-2857 Zack Wallace Mendez Re: PLAN # 201707249 7741 Retail 7741 West 44' Avenue Wheat Ridge, Colorado 80303 Scope of Work Change Revised Delta 1 APPROVED By. WM _ ®ATE:�J. L`I Lo c-) COMMENTS: &-4 L (f$ (746D/'/ Attached please find our Delta 1 revised changes to reflect the. reduction of the EIFS System at the South Facade wall, with Exterior Wall Type W3, change of use to new double wythe brick only in lieu of EIFS cladding over the same. The only new EIFS shall remain above the new parapet wall system. . 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 Qwga�- Rudy Spandler cell # 303-301-5785 Pages : 4. October 5, 2017 Rudy Spandler PYRAMID CONSTRUCTION, LLC 2895 W. 901h Ave. Federal Heights, CO 80260 Re: 7741 W. 44th Ave. Remodel NLI Job #17-083 Dear Mr. Spandler: 7186 S. Forest Lane Centennial, CO 80122 303.260.9455 nlengineers.com We are writing in response to your request to review the structural condition of the commercial retail building located at 7441 West 44" Avenue in Wheat Ridge, Colorado. We visited the property with you on the morning of Wednesday, October 4, 2017 to review two locations for new garage door type openings at the front end of the building which faces south onto 44th Avenue. Our review was limited to the visible portions of the building and no finishes were removed as part of our visit, but the roof joists were exposed and visible. This structure is a one-story, rectangular building with brick exterior bearing walls and 2x12 roof joists oriented side-to-side (east -west), spaced 16" apart. You have proposed installing an approximately 10' wide garage door type window in the west facing wall at the south end of the building and an approximately 14' wide full -height garage door in the south (front) facing wall. For both openings, we recommend the installation of a new built-up, 3 -ply 2x12 header dropped below the roof joists. The 2x12's shall either be of treated lumber or moisture protected at the ends if in contact with masonry or concrete For the south facing door header, we recommend a double full -height 2x trimmer and 2x king stud at each end. If you have any other structural questions regarding this issue or need to schedule additional field visits, please do not hesitate to contact us. Sincerely, NEXT LEVEL, INC. David Watanabe, P.E. Principal .�l 37295 . 1 -1 7 r' � QV of W - heat R�d9e i I i I I' PLAN # 201707249 u SCOPE OF WORK ENGINEERING ADD AND COMPLIANCE REVIEW PYRAMID CONSTRUCTION, LLC 2895 West 90th Avenue Federal Heights, Colorado 80260-5107 303-301-5785 - Fax 303-248-3766 Date: October 14, 2017 - Time: 2:01 PM Attn.: City of Wheat Ridge Building Department 7500 West 29`h Avenue Wheat Ridge, Colorado 80212 303-235-2853 Fax 303-235-2857 Dan Schultz Re: PLAN # 201707249 7741 Retail 7741 West 44`h Avenue Wheat Ridge, Colorado 80303 Scope of Work Add Engineering Letter Add and Reviewd Attached please find two (2) copies of our Engineering Letter (Stamped) per item one as requested for your final review. Per plan review request items 2-4 shall be in compliance and verified at the time of inspection. If you have any questions in regards to the above or the attached, please do not hesitate to call our office. Thank you, PYRAMID-CIONSTRUCTION, LLC 429�3— Rudy Spandler cell # 303-301-5785 City of Pages: 3 . i Wheat Ridge 7741 RETAIL 7741 WEST 44TH AVENUE WHEAT RIDGE, COLORADO 80303 SETEMBER 11, 2017 APPENDIX "A" DOCUMENTS TABLE OF CONTENTS: 1. 2. 3. 4. 5. 6. 7. 8. SCOPE OF WORK LETTER PERMIT SET AND CODE DATA EXISTING PHOTOGRAPHS PLANNING GUIDE FOR ACCESSIBLE RESTROOMDESIGN U419 SECTION 05400 COLD FORM METAL FRAMING SECTION 09250 SHEETROCK FIRECODE TYPE X SECTION 072413 SENERGY SENERFLEX, CLASSIC PB WALL SYSTEM GLASS OVER HEAD DOOR 0 G� 7,0 ki o11.•I1 roc, almlll SCOPE OF WORK PYRAMID CONSTRUCTION, LLC 2895 West 90th Avenue Federal Heights, Colorado 80260-5107 303-301-5785 - Fax 303-248-3766 Date: September 11, 2017 - Time: 08:52 AM Attn.: City of Wheat Ridge Building Department 7500 West 29th Avenue Wheat Ridge, Colorado 80212 303-235-2853 Fax 303-235-2857 Re: 7741 Retail 7741 West 44'h Avenue Wheat Ridge, Colorado 80303 Scope of Work Summary 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 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 new glass garage door, new EIFS wall cladding. Interior changes shall include new Unisex ADA Restroom with furnace room and janitor closet. Construction one hour rated room to house new forced air furnace. The balance of the scope of work shall be for cosmetic upgrades for walls. All new walls shall receive 20G Metal studs and track with 5/8" Gypsum Type X wall board The interior perimeter walls are all existing double wythe brick. Upgrades to the plumbing to accommodate ADA requirements, HVAC and electrical shall be based on design build by licensed contractors. Most of the same infrastructure are intact for any upgrades. Pages : 2. No new structural work is required, openings or penetration to the building and roof. No new additional work is scheduled for the exterior under this permit application except the south and southwest elevation. 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 Rudy Spandler cell # 303-301-5785 Pages : 2. A`°R®® CERTIFICATE OF LIABILITY INSURANCE DATE (MWDDNYYY) 8/15/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Denver Agency 210 University Blvd, Suite 600 Denver CO 80206-4661 CONTACT Joanne Tiemann NAME: PHONE ( 303) 892-6900 A✓c No A DAIL RESS,joanne@denveragency.com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA-American Builders Insurance Company INSURED Pyramid Construction LLC 2895 West 90th Avenue Federal Heights CO 80260 INSURER B :Pinnacol Assurance 41190 INSURER C : INSURER D: INSURER E INSURER F COVERAGES CERTIFICATE NUMBER CL1781517590 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ITR TYPE OF INSURANCE IADDL R POLICY NUMBER MMWD/Y`lEFF MM/DDN P LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS -MADE L^.� OCCUR PREMDAMAE O ELATE 100,000 PREMISES Ea occurrence $ MED EXP (Any one person) $ 5,000 GLP0177892 03 8/14/2017 8/14/2018 PERSONAL& ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 R POLICY E PEI° F7 LOC PRODUCTS - COMP/OP AGG $ 2,000,000 $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea a.denI _ BODILY INJURY (Per person) $ ANY AUTO BODILY INJURY (Per accident) $ ALL OWNED SACHEDULED AUTOS UTOS PROPERTY DAMAGE Par accident $ NON -OWNED HIRED AUTOS AUTOS $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED I I RETENTION$ I $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N P O H- x STATUTE ER ANY PROPRIETOR/PARTNER/EX ECUTIVE E.L. EACH ACCIDENT $ 100,000 B OFFICERIMEM13ER EXCLUDED? (Mandatory in NH) N/A 4176547 8/1/2017 8/1/2018 E.L. DISEASE - EA EMPLOYEE $ 100,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) CERTIFICATE Mnl nizp CANCELLATION contractors@ci.wheatridge. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Wheat Ridge THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 7500 West 29th Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Wheat Ridge, CO 80033 AUTHORIZED REPRESENTATIVE T Aldridge/JOANNE ACORD 25 (2014/01) INS025 nnient� ©1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD BUILDING CODE DATA: BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN CONSTRUCTION TYPE: SECTION 309 MERCANTILE GROUP "M" USE GROUP CLASIFICATION: FURNITURE STORE RETAIL SPRINKLED: NONE BUILDING AREA: TOTAL: 1600 RETAIL: 1600 SQ. FT. WITH RESTROOM OCCUPANCY: RETAIL "M" 30 GROSS/1600=53.33 54.00 TOTAL OCCUPANTS PER TABLE 1004.1.1 EXITS: TWO REQUIRED WITH DISTANCE TRAVELED WITHOUT SPRINKLED 75 FEET PER SECTION 1006.2.1 r— O O z i I � I I r ---- I II L------ TJ ,f ,I", H 0o 0o 7741 RETAILS"gig=; 7741 west 44thAvw- Wheat Ridge, CO 80033>`mF a o m- � 3 3 D 7741 RETAIL 7741 Wert 44th Avenue NWheot Ridge, CO 80033 7741 RETAIL W�/ge\ � \I Moll . .. . . .. . . �� »� © � > a© m �� � \ - � � �ƒ .� : � \�\��2 ^ <X�. . � \�| - t < � _� � � � � � � � »< ?���d � - � � _ � :� \� ~� \ % � � :: ) \ \\��ƒ< © ��\ � ,»flew» \� .. \( � . _yyyy £ z . � l�.. :. .. � . 9. � { /�/ « y x . � ./ » \, � �� � � � »: 2« � C _ :>»\~ . . /+ - � � ` � `\� \{{ ��2: /^� � �\\\< PLANNING GUIDE FOR ACCESSIBLE RESTROOMS REFERENCING. 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN ICC Al 17.1-2009 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES BUILDING VALUE SINCE 1906 INTRODUCTION The Americans with Disabilities Act (ADA) set the minimum requirements — both scoping and technical —for newly designed and constructed or altered state and local government facilities, public accommodations, and commercial facilities to be readily accessible to and usable by individuals with disabilities. This means in restroom design some of each type of fixture or feature — as well as the installation location — must meet accessibility requirements contained in the 2010 ADA Standards for Accessible Design. In addition, many projects must also follow the provisions of the 2009 revision of ICCA117.1, Accessible and Usable Buildings and Facilities (produced by the American National Standards Institute or ANSI). The information contained herein is of an advisory nature only and represents Bobrick Washroom Equipment Inc: s interpretation of the 2010 ADA Standards for Accessible Design (referred to as, 2010 ADA Standards) and the ICC A117.1, Accessible and Usable Buildings and Facilities (referred to as 2009 I(C/ANSI Standards). Use of this document is not a substitute for the study and understanding of the two accessibility standards that are referenced. In addition, all building plans should be reviewed by local jurisdictions to ensure compliance. This Planning Guide does not refer to the International Plumbing Code, the International Residential Code, International Building Code, or any other model code at state building code. Differences may be present and need to be thoroughly researched. Bobrick has prepared this Planning Guide for use by planners, architects, designers, specifiers, building owners and facilities/property managers. In addition, Bobrick's Architectural Representatives are available to assist with the application of appropriate product specifications and installation criteria. ACCESSIBILITY STANDARDS The Americans with Disabilities Act (ADA) is a federal civil rights low that prohibits discrimination against people with disabilities by ensuring equal access to goods and services. It recognizes inaccessible facilities as a form of discrimination, since these facilities con prohibit participation by people with disabilities. The regulations for implementing the ADA include both scoping and technical specifications for new or altered State and local government facilities, public accommodations and commercial facilities to be accessible to and usable by individuals with disabilities. Originally known as ADA Accessibility Guidelines for Buildings and Facilities (ADAAG) in 1991, the 2010 ADA Standards are the latest in a series of Guidelines and Standards that have been issued by the United States Access Board (the Access Board) and adopted by the Department of Justice to enforce the ADA. The law applies to most buildings and facility types nationwide regardless of state or local code requirements, but it is not a building code. Facilities that are newly constructed or altered on or after March 15, 2012 must comply with the 2010 ADA Standards. Authority has been left with each state and local government to adopt and enforce its own building codes, but the office of the U.S. Assistant Attorney General for Civil Rights has the authority under the ADA to certify that a state or local building code meets or exceeds the minimum requirements of ADA, and such certification of equivalency can be used as rebuttable evidence in any subsequent litigation. For public accommodations and commercial facilities, the ADA Standards, or a state or local building code that has been certified as equivalent to the ADA Standards by the Assistant Attorney General, must be used. Nothing in the 2010 ADA Standard requirements prevents the use of designs, products, or technologies as alternatives to those prescribed, provided they result in substantially equivalent or greater accessibility and usability. This is referred to as equivalent facilitation and is the covered entities' responsibility to demonstrate equivalent facilitation in the event of a challenge. It is also important to note there is no process for certifying that an alternative design provides equivalent facilitation. Because the 2009 ICC/ANSI Standards will soon be adopted by many states and local jurisdictions, there will be significant jurisdictional overlap with the 2010 ADA Standards for many projects. The 2010 ADA standards and the 2009 ICC/ANSI Standards are similar, however, there are some differences in the scope of their requirements and in technical specifications. Therefore, it is imperative that all relevant standards be used in conjunction with this Planning Guide to ensure compliance with both accessibility standards. The primary dimensions in this Guide are taken from the 2010 ADA Standards. However, because the 2009 ICC/ANSI Standards will frequently be the accessibility standard that is incorporated into or referred to by local/state building codes, the 2009 ICC/ANSI Standard's dimensions are also shown where they deviate or where complying with the 2010 ADA Standards would not accomplish the some outcome. When working on projects with both ANSI and ADA jurisdiction, the more stringent of the two standards should be followed. While substantially similar for restrooms, we have noted throughout the document where differences occur. For purposes of simplicity and readability, we refer primarily to the 2010 ADA Standards in the text and in the Figures. Accessibility standards contain many prescriptive dimensional or scoping requirements that are legal, design, or construction minimums. Where requirements allow, it is good practice to avoid designing and building to the minimums of the dimensional specifications in accessibility standards. Doing so places the design, construction and ownership team at risk of noncompliance. In general, accessibility tolerances can be much narrower than tolerances found in common practice. (We recommend a thorough review of the 2010 ADA Standards: 104.1.1 Construction and Manufacturing Tolerances and the related Advisory). Note that some items are listed as absolutes, and other dimensions are listed as ranges. For example, if 1-'/z inches was an absolute requirement avoid specifying 1-'/z inches plus or minus 7' inches. ACCOMMODATING DIVERSE USERS Public restrooms are one of the most critical building amenities because they need to be responsive to a wide range of human needs and abilities. The needs of a person using a wheelchair and the space the wheelchairs require are used as a primary source of design information for accessible restrooms in terms of amount of space and paths of travel. The fixed nature of the equipment imposes finite space requirements and limits reach ranges of users. The number of individuals who use wheelchairs has grown considerably in recent years, as has the variety of wheelchair types and sizes. The trend has been dwarfed by the growth in the number and variety of people who use scooters, which have different sizes and use parameters. Scooters can be larger and need even more space to maneuver. The accessibility standards have not reflected these trends. Designers should provide extra space that mobility equipment devices require, and not rely on minimum standards. The 2010 ADA Standards require the provision of ambulatory accessible toilet compartments to support the needs of individuals who are ambulatory and may require the use of a cane, walker or crutches. Mounting locations and the proximity of equipment are important for people who use wheelchairs and who may have limited reach range. The design standards reflect these users' needs in the mounting heights for common accessories, such as mirrors, paper towel dispensers, waste receptacles, soap dispensers, napkin/tampon vendors, and toilet partition -mounted equipment including grab bars, toilet tissue, and seat- cover eatcover dispensers, and sanitary napkin disposals. While the 2010 ADA Standards are principally intended to benefit people with disabilities, experience has shown that environments built with accessible and universal design features often benefit a wide range of users, including: • People with stability and balance issues • Children and people who are short or tall • People who are large or heavy • People with temporary health problems, such as broken bones or those who are recovering from surgery • Older people • Individuals who need assistance with their restroom activities • Parents attending to their children using strollers and baby changing activities. • Users of mobility equipment such as manuol or power wheelchairs, scooters, crutches, canes and walkers Also important are the sensory aspects of a person's abilities that include people with visual impairments such as low vision and or those who are blind as well as individuals who are hard of hearing or deaf. Designing restrooms to ovoid protruding objects and providing strobe lights on the fire alarm system are examples that support safety for users with sensory disabilities. Often overlooked in these considerations are the family, companions, or caregivers who may accompany an individual who expects and relies on accessibility features in restrooms. One trend that recognizes the need for assistance for many restroom users is the increased The 2009 ICC/ANSI Standards require that soap dispenser controls and faucets that serve certain accessible lavatories - larger restrooms determined by scoping such as IBC as to require an enhanced reach range - need to be installed with a reach depth of 11 inches presence of family restrooms. These restrooms will accommodate diaper changing and children (280mm) maximum. and older individuals who need assistance, particularly from opposite gender caregivers. SPACE REQUIREMENTS AND REACH RANGES THE STANDARDS DESIGNATE CLEAR FLOOR SPACEtoaccommodate asingle wheelchair of at least 30 inches by 48 inches (760 by 1220mm). The space can be positioned for a forward or parallel approach to restroom elements. A portion of the clear floor space may be located under fixtures, lavatories, or accessories as long as the required knee and toe clearance is provided (Fig. 14 and many others). If properly centered in front of controls and operating mechanisms, the clear floor space will allow both left and right-hand access. REACH RANGES AND MOUNTING HEIGHTS for restroom accessories may vary within a facility depending on the location of individual accessories and the direction of reach required for their use. To allow use by people with limited reach range, it is required that accessories be mounted with their "operable parts' — dispensing mechanisms, start buttons, coin slots, or dispenser openings — located no more than 48 inches (I220mm) above the finish floor (Fig. la.). Where accessories are mounted over obstructions such as counters, depending on the nature and depth of the obstruction it is required that they be located between 44 inches and 48 inches (1120 and 1220mm) maximum above the finish floor. The operable portions of any accessory should be mounted no lower than 15 inches (380mm) above the floor. However, the 2009 ICC/ANSI Standards limit the operable portions of dispensers in toilet compartments to no lower than 18 inches (455mm). When determining the mounting location of restroom accessories, make sure to account for side and forward approaches. Fig.I Mounting Heights For Restroom Accessories. 44-48 1120-1220 Separately, the 2009 ICC/ANSI Standards also require altered installation heights and locations for towel dispensers and hand dryers — at or near on accessible lavatory - where reaching is obstructed, such as units mounted on perpendicular walls adjacent to accessible lavatories. The operable portions of these elements may need to be installed as low as 34 inches (865 mm) as shown in the table below, depending on how for back from the front edge of a lavatory or counter a unit is mounted. OBSTRUCTED REACH MAXIMUM 0.5 inches 2 inches 5 inches 6 inches 9 inches 1 I inches REACH DEPTH (13mm) (51mm) (125mm) 050mm) (230mm) (280mm) MAXIMUM 48 inches 46 inches 42 inches 40 inches 36 inches 34 inches REACH HEIGHT (1220mm) (1170mm) (1065mm) (1015mm) (91 Sam) (865mm) TURNING SPACES IN RESTROOMS may be either a 60 inch (1525mm) circular space or a T -Shaped turning space within a 60 inch (1525mm) square minimum with arms and base minimum 36 inches (915mm) wide. The circular space allows a person using it wheelchair to make a 180 -degree or 360 degrees tum (Fig. 2a). The T -Shaped space allows for a three -point -turn (Fig. 2b) and may be used to conserve space in some installations. A portion of the 60 inches (1525mm) diameter or T -Shaped turning spaces may be located under fixtures, lavatories, or accessories as long as the required knee and toe clearance is provided. Fig. Ia Upper Range of Mounting Heights for Restroom Accessories with Operable Parts. Fig.2 Wheelchair Turning Spaces. Fig.2a 60 in h (1525mm) Diameter Turning Space. NOTES FOR ALL FIGURES IN THIS PLANNING GUIDE This edition of the Planning Guide for Accessible Restrooms has adopted the simple measurement notation for figures that is found in the current standards. This notation eliminates the use of English and metric notation, substituting inch and millimeter dimensions with the inch always appeating over the millimeter in this manner: 48 1220 In certain figures with whole rostrooms, overall room dimensions are given in feet and inches with the metric dimension listed in centimeters (cm). ---- --T— ----------------- If mounted over counter or lavatory, kbp 40 inches max (1015mm) to bottom of reflective surface 3333=36 35 inches max (690mm) if not mounted over counter 640.915 or lavotory Fig. i b Mirror and Toilet Grab Bar Mounting Heights YIS I I j 24 min I I 610 611 min -1 `—� 1525 � V I 36 min L ----------915 I Fig.26 T -Shaped Turning Space. 3. Bobrick product references ore provided for many restroom layout fixtures. Not all figures and standards' references have a corresponding Bobrick product. 4. Neither standard requires that grab bars be located with reference to the center of the escutcheon. This Planning Guide shows centerline dimension lines where appropriate for locating grab bars. Both standards locate horizontal grab burs from finish floor to top of gripping surface. CHILDREN'S REACH RANGES Refer to these tables to find the dimensions when designing restrooms primarily for children's use. Select the dimensions that are most appropriate for the specific children's age group for which you are designing. Mounting heights for children vary depending on age. The age groups are 3 and 4, 5 through 8 and 9 through 12 years. CHILDREN'S REACH RANGES i DIMENSIONS AT WATER CLOSETS SERVING CHILDREN AGES 3 THROUGH 12 UNIVERSAL DESIGN The accessibility standards are often described as minimums and contain numerous minimum requirements. These minimum requirements are often usability minimums as well, with requirements below which many cannot operate easily, safely or at all. In spite of this, nationwide accessibility mandates have created the widespread expectation for more usable environments. In the interests of an even wider reach for more accommodating designs, and to extend those designs beyond accessibility minimums, the concept of universal design arose. A universal approach includes improved usability characteristics and/or options in oil products, building elements, and spaces to ensure that they are usable to the greatest extent possible by people of all ages and abilities. A universal approach will also produce improved usability features that are integrated with the overall design of a facility, even if a particular element or feature clearly has a more limited target group. To provide diverse examples, this Planning Guide displays designs that conform to minimums and those that exceed minimums, achieving more universal results. UNIVERSAL DESIGN can be accomplished in some instances by simply using the some item for everyone; sometimes by positioning an item differently; at other times by modifying or replacing a single manufactured feature of an item; and in some circumstances by replacing an item with one that is more adjustable or adaptable. in most cases a universal approach mainstreams universal features by eliminating radically different looking items and the stigma associated with them while providing choices for all users. LEFT- AND RIGHT-HAND USE OF FIXTURES Some people with disabilities con only use certain features of fixtures and accessories if they can approach them from the left or right side. This limitation affects the usability of toilet and shower compartments and restroom accessories that are not symmetrical. Both the 2010 ADA and the 2009 ICC/ANSI Standards require both left- and right-handed facilities be available in restrooms. The concept of universal design suggests that when restrooms are planned, both left- and right-handed versions should be provided to the greatest extent possible (see Clear Floor Space on page 3). PLANNING AN ACCESSIBLE RESTROOM BEGIN WITH RESTROOM ENTRANCE AND EXIT For all restroom entries, notethe importance of approach direction (indicated in the figures by arrows) and the presence of closers or latches in determining minimum clearances. The accessibility standards should be studied carefully because they offer numerous dimensional options to consider. Meeting or exceeding the minimum maneuvering clearances at doorways is an important aspect in design to ensure proper access. SINGLE -DOOR ENTRIES (Fig. 3a), where the door swings into the restroom, are common. A level and clear corridor or passageway leading to the door is recommended to be 48 inches (1220mm) minimum wide. The doorway must have a clear opening 32 inches (815mm) minimum width when the door is open 90 degrees. A minimum access aisle 48 inches (I220mm) wide is also recommended inside the restroom to allow people using wheelchairs to maneuver around obstructions, such as sight -barriers, and to accommodate simultaneous in and out traffic. OPPOSING DOORS (fig. 3b), one for entrance and the other for exit with an alcove between them, is another popular configuration. In this instance, make sure no hazard is created in the alcove by the simultaneous entry and exit of two people. The width of the alcove must be a minimum of 48 inches 0220mm) plus the width of the door. It is difficult for a person using a wheelchair or crutches to back up and pull open a door, so it is recommended that opposing doors swing in the some direction. This opposing door layout provides doors that always open in the direction of travel, for restroom entrance and exit. 0 PEN VESTI B U LES (Fig. 3c), free of doors, are by far the most universally usable because they don't require manipulating door hardware or maneuvering around door clearances. It is recommended that the entire passageway be 48 inches (1220mm) minimum width to accommodate simultaneous in and out traffic. RAISED THRESHOLDS otdoorways should be avoided wherever possible. If it is necessary to include them, then they should be beveled, '/z inch 03mm) high maximum (Figs. 21 a, b). Existing or altered thresholds can be beveled and up to 3/4 inch (19mm) high, provided they conform to the change of level requirements for accessible routes. Note that thresholds higher than 1/4 inches (6.4mm) will need to incorporate a bevel no steeper than 1:2. Fig.3 Restroom Entrance and Exit Maneuvering Clearances. for exit—hunt approach -----------, 48 min Recommended h 1220 h 50 min T 1210 60 min Recommended r 1515 1 60 min ' 1525 -lin 48 min 24 32 min dear 1220 610 815 For entry—latch approach Fig. 3a Single Door. (Door has closer and latch) --- i 6140 Recommended IN 48 min 1220 42 min 1065 48 min Recommended 1220 OUT 22 560 24 Recommended Fig. 3b Opposing Doors. (Door has closer and no latch) 42 min 1065 48 min Recommended 1220 48 min 1220 48 min Recommended 1220 Fig. 3c Open Vestibule. I► 32 min 815 48 min Recommended 1220 D DORS for interior use must push or pull open with a maximum of 5 pounds of force (lbf) (22.2 N). Door handles, pulls, latches, locks, and other operable parts must have a shape that is easy to operate with one hand, and not require tight grasping, pinching, or twisting of the wrist. Operable parts of door hardware are to be mounted at 34 inches (865mm) minimum and 48 inches (1220mm) maximum above the finish floor. Lever -operated mechanisms, push -type mechanisms, and U-shaped handles are acceptable designs. If a door has a closer or spring hinge it must be adjusted to meet the minimum opening and closing requirements. Fig.4 Lavatory Clearances. 9 min 27 min 40 max 230 685 1 1015 8 min Knee cleamnce \ 6 max 205 Toe clearance 11 min 150 280 1717=25 Toe cleamnce depth 430-635 Fig.5 Protective Panel Under Lavatory. Bottum of panel should be 34 max 27 mins high as possible and still 865 635 onceal and prated pipes :�'2_015F 9 min 230 Place lavatory bowl as �---} for forward as possible and \ 11 in cut out pipe protection panel 230 around bowl SPECIAL CONSIDERATIONS FOR LAVATORIES 48 Zia Recommended LAVATORIES are important features in public restrooms to provide convenient hygienic facilities for all people. At least one area in each restroom must meet or exceed 2010 ADA Standards for accessible lavatories. If the lavatory is to be installed in o countertop, place it as close as possible to the front edge so it is accessible. An accessible lavatory must be installed with the front of the highest point of either the rim or counter surface, 34 inches (865mm) maximum above the finish floor, and have a knee clearance of at least 27 inches (685mm) minimum from the bottom of the apron to the finish floor (Fig. 4). The knee clearance must extend at least 8 inches (203mm) under the front edge of the lavatory. The protrusion of the overflow (in the Standards, the "dip in the overflow") shall not be considered in determining knee and toe clearance. The required forward approach must provide clear floor space in front and under the lavatory 30 inches wide by 48 inches deep (760 by 1220mm) minimum. Except in residential dwelling units, a lavatory with a knee space can no longer overhang the clear floor space for an accessible toilet. Complete the design by providing the required amount of toe clearance underneath the lavatory of 17 inches (430mm) to 25 inches (635mm) maximum. Toe clearance at least 9 inches (230mm) above the finish floor must be provided for the full depth. Washfountains must also meet the 2010 ADA Standards clearance and reach requirements. WATER SUPPLY, DRAIN PIPES AND EXPOSED S U R FAUS under lavatories must be insulated or otherwise configured to protect against contact. There should he no sharp or abrasive surfaces. This is particularly important to prevent burns and other injuries to people who have may have decreased sensation in their legs. One solution is wrapped pipes (Fig. 4). A recommended design solution is to install a removable protective panel under the lavatory (Fig. 5). Fig. 3b Opposing Doors. (Door has closer and no latch) 42 min 1065 48 min Recommended 1220 48 min 1220 48 min Recommended 1220 Fig. 3c Open Vestibule. I► 32 min 815 48 min Recommended 1220 D DORS for interior use must push or pull open with a maximum of 5 pounds of force (lbf) (22.2 N). Door handles, pulls, latches, locks, and other operable parts must have a shape that is easy to operate with one hand, and not require tight grasping, pinching, or twisting of the wrist. Operable parts of door hardware are to be mounted at 34 inches (865mm) minimum and 48 inches (1220mm) maximum above the finish floor. Lever -operated mechanisms, push -type mechanisms, and U-shaped handles are acceptable designs. If a door has a closer or spring hinge it must be adjusted to meet the minimum opening and closing requirements. Fig.4 Lavatory Clearances. 9 min 27 min 40 max 230 685 1 1015 8 min Knee cleamnce \ 6 max 205 Toe clearance 11 min 150 280 1717=25 Toe cleamnce depth 430-635 Fig.5 Protective Panel Under Lavatory. Bottum of panel should be 34 max 27 mins high as possible and still 865 635 onceal and prated pipes :�'2_015F 9 min 230 Place lavatory bowl as �---} for forward as possible and \ 11 in cut out pipe protection panel 230 around bowl CONTROLS AND OPERATING MECHANISMS Faucets, toilets, and restroom accessories must meet 2010 ADA Standards for controls and operable parts such as (push buttons, valves, knobs, and levers); operable with one hand, without tight grasping, pinching, or twisting of the wrist; and do not exceed 5 pounds of force (Ibf) (22.2 N). Hand -operated (and self-closing) metering faucets are acceptable if they remain open for 10 seconds minimum. It is recommended that controls be a contrasting color with the countertop material and lavatory so they are easily identified. Controls should also be centered over sufficient clear floor space to ensure both left- and eftand right-hand approaches; or two of the some accessory should be provided, one for each type of approach. ACCESSORIES PROVIDE ADDITIONAL SERVICE AMENITIES TO RESTROOM INSTALLATIONS Restroom accessories with leading edges more than 27 inches (685mm) and not more than 80 inches (2030mm) above the finish floor shall protrude 4 inches (100mm) maximum horizontally into the circulation path. Should the leading edge be at or below 27 inches (685mm) then they may project any amount as long as the required minimum width of an adjacent clear access aisle is maintained. This standard is specifically designed to ensure detection by people who use a cane so as not to be a hazard; but beneficiaries also include people who are inattentive. For these reasons and to avoid interference with access aisles or wheelchair turning areas, it is recommended that all floor -standing and surface - mounted units protruding more than 4 inches (100mm) be located in corners, alcoves, or between other structural elements. Fully recessed accessories ore the recommended choice throughout universally designed restrooms. M I R RO RS located above lavatories or countertops must be installed with the bottom edge of the reflecting surface 40 inches (1015mm) maximum above the finish floor (Fig. 4). Mirrors not located over lavatories or countertops must be installed with the bottom edge of the reflecting surface no more than 35 inches (890mm) above the finish floor (Fig. l b). A single full-length mirror is recommended in each restroom because all people can use it including children. SOAP DISPENSERS installed over lavatories must be mounted so push buttons or operable ports meet specified reach ranges. lavatory -mounted soap dispensers and lever -handle faucets should be spaced for enough apart to avoid interference with their operations and are usable by a person using the accessible lavatory. It is recommended that soap dispensers that meet 2010 ADA Standards for controls and operating mechanisms be used throughout restrooms to provide universal usability. Mounting height is at 44 inches 0120) maximum above the finish floor but the 2009 ICC/ANSI Standards require that soap dispenser controls, and faucets, that serve certain accessible lavatories incorporate "enhanced reach ranges" determined by scoping requirements need to be installed with a reach depth of 11 inches (280mm) maximum. Fig.6 Accessories for Infants and Small Children. 4max 1 T 1220 ' To operable 34 max part on 865 To highest 27 min part of work 68S surface To bottom of 17-25 work surface 430 635 I Toe dearance PAPER TOWEL DISPENSERS, WASTE RECEPTACLES AND WARM -AIR HAND DRYERS should be conveniently located in an area that is accessible to people using wheelchairs, preferably adjacent to an accessible lavatory. It is recommended that one hand dryer be mounted with sufficient clear floor space to allow both left- and right-hand approaches; or provide two dryers, one for each type of approach. When a single hand dryer is installed in a restroom, it is recommended the operable part be located at 40 inches (1015mm) above the finish floor,- when two or more dryers are installed, mount one dryer so the operable part is 40 inches (I015mm) and the other dryer of 48 inches (1220mm) maximum above the finish floor. The 2009 ICC/ANSI Standards require altered installation heights and locations for towel dispensers and hand dryers where reaching is obstructed. The operable portions of these elements may need to be installed as low as 34 inches (865mm) as shown in the Reach Range tables on pages 3 and 4. SANITARY NAPKIN/TAMPON VENDORS are recommended in all women's restrooms to provide convenient access to hygienic products. It is recommended that all units meet 2010 ADA Standards for operating mechanisms, clear floor space and accessible mounting heights to provide universal usability. Vendors with push-button operation mechanisms that are activated with less than 5 lbs (22.2 N) of force are the recommended choice for universally designed women's restrooms. BABY CHANGING STATIONS (in standards and elsewhere also referred to as Baby Changing Table and Diaper Changing Table) are increasingly found in men's and women's restrooms and in single -user ("family') restrooms as well (Fig. 60. While not required by the accessibility standards, baby changing stations (BCS) are widely regarded as on important or even essential feature in many facilities. They need to be located with care to provide for the needs of BCS users (including people who use wheelchairs) while not preventing other restroom users from gaining access to and using the fixtures and dispensers in the restrooms. Their installation and use must comply with 2010 ADA Standards, which address clear floor space (30 inches by 48 inches (760 by 1120mm)), design of handles and controls (operable with one hand, without tight grasping, pinching, or twisting of the wrist), required force (maximum of 5 pounds of force (Ibf) (22.2 N)), mounting height (working surface in the down position, 34 inches maximum, (865mm)), knee space (27 inches to underside (685mm)) and toe space beneath 01 inches to 25 inches, (430 to 685mm)). Design guidance includes: • Accounting for the space that a unit occupies when in the down position and with the caregiver (whether standing or seated) in front of the unit. • locating the unit so that paths of travel are maintained around it when being used. • Positioning near a lavatory and a waste receptacle. • Avoiding placement of a BCS within any toilet compartment so as not to unnecessarily tie-up the compartment's use. Placing a BCS in the public parts of the restroom, out of the paths of travel is a good choice. A BCS located in a family restroom is also a good choice. CHILD PROTECTION SEATS are also found in public restrooms to provide a safe, secure and convenient location fora child, generally weighing up to 50 pounds (Fig. 66). Unlike the BCS, they should be installed inside a toilet compartment to provide visual and physical access. Like the BCS, they should be assessed for operability and reach in the up and down position. When in the down position, make sure there is adequate space to maneuver around the seated child. For easier reaching, the bottom of the lowered seat should be no less than 15 inches (380mm) above the floor. 15 min To bottom of 380 lowered seat Fig. 6a Baby Changing Station. Fig. 6b Child Protection Seat. ACCESSIBLE TOILET COMPARTMENTS ARE REQUIRED IN ALL PUBLIC RESTROOMS There are two basic toilet compartment designs that are named and shown in the standards: the Wheelchair Accessible Toilet Compartment (Fig. 8) and the Ambulatory Accessible Toilet Compartment (Fig. 10). A third variant is described in this Planning Guide, labeled Large Wheelchair Accessible Toilet Compartment (Fig. 9). The wheelchair accessible compartments should accommodate people who use wheelchairs and who transfer onto a toilet using a variety of positions and procedures. Three common transfer positions are diagonal, side and perpendicular (Fig. 7 a, b, c). Fig. 7 Transfers to Toilet from Wheelchair. Vertical grab bar 18 inches (455mm) long (ICC/ANSI) Fig. 7a Reverse Diagonal Approach. WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT (Fig. 8) the depth must be 56 inches (1420mm) minimum for wall -hung toilets and 59 inches (1500mm) minimum depth for floor -mounted toilets. The minimum width measured at right angle from the side wall is 60 inches (1525mm). The minimum space required in toilet compartments is provided so that a person using a wheelchair can maneuver into position at the toilet. The toilet must be offseton the back wall with the toilet centerline 16 inches (405mm) minimum to 18 inches (455mm) maximum from the side wall or partition. Grab bars must be mounted on the rear wall and on the closest side wall or partition to the toilet. Install coat hooks and shelves maximum 48 inches (1220mm) —projecting no more than 4 inches (100mm) —to complete the design. LARGE WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT (fig. 9) is one of many types of larger wheelchair accessible toilet compartments that are possible. Note that in -swinging doors must not overlap the required toilet clearances. Vertical grab ban 18 inches (455mm) long (KC/ANSI) Fig. 7b Side Approach. Fig. 8 Wheelchair Accessible Toilet Compartment. 4 max 32 min I where wall space does not permit u grab bur 100 815 36 inches (915mm) minimum in length, a rear grab bar shall he permitted to be 24 inches (610mm) minimum in length, centered on the water closet. Alternate door location II \ 1Yah a 36 inch (415mm) grab bar, maintain exact 12 inch (305mm) x 4mox \, 24inch(610mm)splitover center 1 p i u line of the water closer. Y j Grab hif maybe split Self-closing door or shifted when it 32 min clear i conflictswithwater `� — ——� 60 min 815 24 36 min 1525 i Vertical grab 610 915 bar 18 inches (455mm) long i (IC(/ANSI) C , 12 1618 305 405-455 t 42 min tl2max 1065 305 46 min (1220) Recommended Latch approach only wall-mtd. toilet Noor-mtd. toilet (Also compartment length for children's use) Fig. 7c Perpendicular Transfer. Fig.9 large Wheelchair Accessible Toilet Compartment. Vertical grab but 18 inches (455mm) long (ICC/ANSI) 60 min wheelchair turning space 1525 r 1 clear Noor space 1 16-18 60 min I 1 / 405-455 1525 1 1 I 1 \ 1 / \ 1 56 min 1420 11 id- toilet 59 min 4.-mtd. toilet 1500 7 AMBULATORY ACCESSIBLE TOILET COMPARTMENT (Fig. 10) has a depth of 60 inches 0525mm) minimum with 2009 ICC/ANSI Standards retaining the 36 inches (915mm) absolute width dimension (the 2010 ADA Standards allow a range of 35 inches (890mm) to 37 inches (940mm) maximum width). Doors must not swing into the minimum required comportment area. Door pull hardware must be installed on both sides of the door near the latch. The toilet must be located on the back wall with the toilet centerline of 17 inches (430mm) minimum and 19 inches (485mm) maximum from the side wall or partition. Grab bars must be provided on both sides per side wall requirements. Install coot hooks and shelves to complete the design. TOE CLEARANCE (Figs.11a, llb) of 9 inches (230mm) minimum above the finish floor is required under the front partition and one side partition of all accessible compartments. The toe clearance must extend 6 inches (150mm) deep minimum beyond the compartment -side face of the partition. Toe clearance at the front partition is not required 9 the depth of the compartment is greater than 62 inches 0575mm) deep with a wall -hung toilet or 65 inches 0650mm) deep with a floor -mounted toilet. Toe clearance at the side partition is not required in a compartment greater than 66 inches (1675mm) wide. Fig. 10 Ambulatory Accessible Toilet Compartment. I I Door mustswing-out 42 min 112 max 35_37 1 and be self -dosing 1065 305 890-940 \ vlsl((/ANSI I \ �I— I 32 min dear Vertical grab bars 18,=d 8n 455mm) long (IC(/ANSI) —' 1 17_19 TI 430485 1 54 min 1370 42 min 60 1065 1525 latch approach only Fig. l l Toe Clearance Under Partitions. Vertical grab bar 18 inches (455mm) long (IC(/ANSI) Fig. l la Horizontal Toe Clearance. Paaition Partition 6 min 6 min 150 150 9 in 12 min i � 230 � 305 t Elevation Elevotion adult children Fig, l l b Vertical Toe Clearance. DOORS on all accessible toilet compartments must meet 2010 ADA Standards, including door pull hardware and self -closer. There must be a clear width opening of 32 inches (815mm) minimum with the door open 90 degrees. Out swinging doors approached from the latch side must have an access aisle 42 inches (I065mm) wide minimum; other approaches require an access aisle 48 inches (1220mm) wide minimum. It is recommended that all out -swinging doors close completely as a partially open door may encroach into the required maneuvering clearances and impede access. An alternate door location is shown in (Fig. 8). Please note that the 2009 ICC/ANSI Standards offer an array of door location and dimension options for accessible compartments. TOILETS (Fig. 12) with undercut bowls are recommended. Flush controls such as levers must meet 2010 ADA Standards for controls and operable parts and reach range requirements. Flush controls must be located on the open side of the toilet, except in the ambulatory comportments. Providing an ideal seat height in multi -use facilities is a design challenge as people have varying abilities and needs. The height of toilet seats above the finish floor must be 17 inches (430mm) minimum to 19 inches (485mm) maximum measured to the top of the seat. Toilet seats cannot be sprung to return to lifted position. Refer to the table on page 4 to reference requirements for children. GRAB BARS ARE REQUIRED IN ALL ACCESSIBLE TOILET COMPARTMENTS GRAB BARS with circular cross-sections must have an outside diameter of 1-1/4 inches (32mm) minimum and 2 inches (51mm) maximum. Nan -circular profiles such as ovals and rounded rectangles are allowed. Also note that maximum and minimum horizontal mounting heights of grab bars are set to the top of the gripping surface instead of the centerline. The sidewall grab bar next to an accessible toilet in a compartment must be 42 inches (1065mm) long minimum (48 inch recommended grab bar length eliminates many installation compliance problems) located 12 inches (305mm) maximum from the rear wall and extending 54 inches (1370mm) minimum from the rear wall (Fig. 12a). The location of the 36 inch (915mm) grab bar required to be mounted on the rear wall behind an accessible toilet is now more clearly defined with the inclusion of a 24 inch (610mm) minimum requirement to the open side of the fixture centerline (Fig. 8). Grab bar length and location are now the some regardless of whether the installation is in a toilet compartment or in an individual toilet room or bathroom. The 2009 ICC/ANSI Standards now require a vertical 18 inch bar located 39 to 41 inches (990 to 1040mm) off of the back wall (Fiq.12a) Refer to the table on page 4 to reference requirements for children. ACCESSORIES COMPLETE THE SPECIFICATION OF TOILET COMPARTMENT INSTALLATIONS A number of accessories should be included in every toilet compartment. All accessories must be located on a side wall or partition, preferably the one nearest the toilet in accessible compartments, and just in front of the leading edge of the toilet seat to ensure universal usability. Regardless of location of dispenser outlets, no part of any accessory that projects from the wall or partition can be installed so as to interfere with maneuvering space or access to grab bars. If mounted above grub bars, no part of a protruding accessory can extend closer than 12 inches (305mm) to the top of the grab bar (Fig. 12f). The space between the grab bar and projecting objects below and at the ends shall be 1-1/2 inches (38mm) minimum (Fig. 12f). The operating mechanisms and accessible openings of most units should be located 18 inches (455mm) minimum to 48 inches (1220mm) maximum above the finish floor, except that the 2010 ADA Standards allow the outlet for toilet paper dispensers be mounted no lower than 15 inches (380mm) above the floor. Recessed objects above the grab bar are permitted within the 12 inch (305mm) area (Fig. 12g). The 2009 ICC/ANSI Standards allows recessed dispensers to project as much as 1/4 inch (6.4mm). Fig. 12 Toilets, Grab Bars and Accessory Locations. 39-41 ICC/ANSI i 12 max 990.1040 r 30 —� 44S ICC/ANSI 54 min rt 1370 — 42 min 1 17-19 3939_41 33_36 _T 1065 /Toilet 430485 940-1040 ICC/ANSI 840-915 I seat height I Fig. 12a Seat Height and Grab Bar Locations. Protruding dispenser outlet above grab bar Recessed dispenser, entire L-shaped area Protruding dispenser outlet mounted below grab bar (also for child outlets, mounted to lower child grab bar) 18 min 455 Bottom of dispenser outlet 42 max 1 1070 48 max 1220 Fig. 12c Outlet Location for Toilet Paper Dispenser (ICC/ANSI). ax D Fig. 12b Outlet Location for Toilet Paper Dispenser (2010 ADA Standards). A c C y E n G FI 79 _ 180 230 2010 ADA Fig. 12d Surface Mounted Dispensers. ROLL TOILET TISSUE DISPENSERS that do not control delivery or do not allow continuous paper flow are required in all accessible toilet compartments. The 2010 ADA Standards require that roll toilet tissue dispensers must be installed with the dispenser centerline 7 inches (180mm) minimum and? inches (230mm) maximum in front of the leading edge of the toilet (Figs. 12b, 12d). The 2009 IC(/ANSI Standards establish a different measurement procedure, locating the dispensers between 24 inches (610mm) minimum and 42 inches 0070mm) maximum from the rear wall of the toilet compartment (Figs.12(,12e). The 2009 ICC/ANSI Standards locate the outlet of the dispenser no lower than 18 inches (455mm) above the finish floor (Figs. 12c, 12e). The 2010 ADA Standards allow the outlet on the roll toilet tissue dispenser to be mounted as low as 15 inches (380mm) above the finish floor (Fig. I2b). SANITARY NAPKIN DISPOSALSarerecommended inall women's toilet compartments. They should be within reach from a sitting position, and it is recommended that they be mounted below grab bars (Figs. 12d, e). TO LET SEAT COVER D ISPENSERS are an optional hygienic amenity that can easily be provided in all toilet compartments. The opening for toilet seat covers needs to be mounted between 15 inches and 48 inches (380 and 1220mm) above the floor, in an accessible location in the accessible compartment, typically away from the vicinity of the toilet itself (Figs.12c, d, e) LEGEND A B•5806 x 18 Vertical Grab Bar B B-5806 x 36 Horizontal Glob Bar C 0-5806 x 42 Horizontal Grob Bor D B-35715 Padit Aoumed Toilet Sent Dispenser, Sar aM Napkin Disposal, Toilet Time Dispenser on fight when fodng unit with Theft -Resistant Spindle (serves two compartments) rx of t Fig. 12e Recessed Dispensers (ICC/ANSI). E 8.221 Sudace-Mau ted TodetSeat-Cover Dispenser (mounts below grub bat) F B-2888 surface -Mounted Multi -Roll Toilet Tissue Dispenser (mounts below grab bar) G B•270 Surface -Mounted Sanitary Napkin Oispasal (mounts below grab bar) Fig. 12f Protruding Objects Mounted Fig. 12g Recessed Objects Mounted Near Grab Bars. Near Grab Bars. COMBINATION UNITS can organize and unify installations by incorporating several accessories at one convenient location, such as toilet tissue dispensers, toilet -seat -cover dispensers, and sanitary napkin disposals. Recessed units should be installed in side walls or partitions with grab bars (Fig. 12e). Note that recessed units are allowed to project only t/4 inch. URINALS, where provided, should include at least one wall -hung (Fig. 13) or stall -type urinal installed with the rim 17 inches (430mm) maximum above the finish floor. Urinals must be 13-1/2 inches (345mm) minimum deep measured from the outer face of the urinal to the back of the fixture. The operable portion of the flush valve must be mounted no higher than 48 inches (1220mm) maximum above the floor, or no higher than 44 inches if the urinal extends for enough to create at least 20 inches (510mm) of reach. A clear floor space of 30 inches wide by 48 inches deep (760 by 1220mm) minimum must be provided to allow forward approach. Fig. 13 Wall Hung Urinal Location. 131/2 min 345 17 max Fig. 14 Women's Large Restroom with Single Door Entry. -r- 66 1675 Recommended 56 x 60 min , 1420 x 1525 Clear floor space at toilet 30 x 48 .1 760 x 1220 Clear floor space DESIGN FOR LARGE PUBLIC RESTROOMS When designing large restrooms with multiple lavatories, urinals and toilet compartments, the following guidelines are recommended: • Entrances and exits are laid out to minimize congestion and for universal access; • Passageways and access aisles are a minimum 42 inches to 48 inches (1065 to 1220mm) wide; • Minimum clear height of 80 inches (2030mm) throughout all circulation routes, passageways and access aisles; • Wheelchair turning spaces wherever required; • Accessories are fully recessed into the walls wherever possible; • Each type of accessary meets or exceeds 2010 ADA and 2009 ICC/ANSI Standards; • Centered minimum clear floor space of 30 inches by 48 inches (760 by 1220mm) is provided for each accessory, • Lavatories, urinals, and toilet compartments meet or exceed 2010 ADA and 2009 ICC/ ANSI Standards; • If there are 6 or more toilet compartments or urinals, there is at least one ambulatory accessible toilet compartment in addition to the standard accessible compartment. Figures 14, 15, and 16 illustrate accessible restrooms with suggested universal design features that meet and exceed 2010 ADA and 2009 ICC/ANSI Standards. Baby changing station 24 x 36 inches (610 x 915mm) in down position Woll-hung lavatories with insulated or enclosed piping below 30 x 48 760 x 1220 clear floor space LEGEND A B-5806 x 18 Vertical Grab Bar B B-5806 x 36 Horizontal Grab Bar C 8-5806 x 42 Horizontal Grab Bar D 8.221 Surface -Mourned Toilet Seat Cover Dispenser (mounts below grab bar) E B-270 Surface -Mounted Sanitary Napkin Disposal (mounts below grab bar) F B-2888 Surface -Mounted MuMoll Toilet Tissue Dispenser (mounts below grab bar) G 8-301 Recessed Toilet Seat Cover Dispenser (mounts below grab bad H B-347 Partition -Mounted Toilet Seat Cover Dispenser, Toilet Tissue Dispenser with Theft-Resistont Spindle 1 B-3471 Partdion-Mounted Toilet Seat (over Dispenser, Toilet Tissue Dispenser, on left when facing unit A Ihef-Resistont Spindle (serves two compartments) H K B-357 PadiHan-Mounted toilet Seat Cover Dispenser, Sanitary Napkin Disposal, Toilet Tissue Dispenser with The"esisttant Spindle (serves two compartments) L B-3571 ParfiBon Mounted Toilet Seat Cover Dispenser, Sanitary Napkin Disposal, Toilet Tissue Dispenser on left when facbrg unit with Theft -Resistant Spindle (serves two compartments) M B-35715 ParlitirgWounted Toilet Seat Cover Disperser, Sanaary Napkin Disposal, Toilet Tissue Dispenser on fight when facing unit with Thef-Resstant Spindle (serves two compartments) N B-3514 Recessed Toilet Seat Cover Dispmw, Sanitary Napkin Disposal, Toilet Tissue Dispenser on right when facing unit with Theft-Resismm Spirdle (serves two compartments) P B-35745 Recessed Toilet Seat Cover Dispenser, Sanitary Napkin Disposal, Toilet Tissue Dispenser on let when facing unit with lheftResismnt Spindle a 0-3579 Surface -Mounted Recessed Toilet Seat (over Dispenser, Sanitary Napkin Disposal, Toilet Tissue Dispenser with ThefPResfstant Spindle R B-822 lavatory -Mounted Soap Dispenser S 8-824 Automatic, Universal Counlertop-Mounled Soup D-ispenser T B830 Series Sorerle lavatory -Mounted Soap Dispensing System U 8-165 Series Walko-Wall Minor V 8165 Series Mirror, 24" W x 36' H (6 10 x 915mm) W 8-165 Series FuKength Minor, 24' W x 60' H (610 x 1525mm) X B-318 Recessed Paper Towel Demser Y 8-369 Recessed Paper Towel Dispenser and Waste Receptacle Z 83974 Automatic, Universal Roll Paper Towel Dispenser and Waste Receptacle 12 feet -4 inch 376cm AA B-3644 Recessed Waste Receptacle BB B-529 Circular Waste (bute (( B8397 Sudoce-Mounted Facial Tissue Dispenser DD B-7128 Sudoce-Mounted Hand Dryer EE B-3706 Recessed Sanitary Napkin/Tampon vendor FF 8.687 Door Bumper GG KB102-00 WalWounted Child Protection Seat HH KB200-00 Horizontal, Will -Mounted Baby Changing Station 1J 1092 Series Overhead8mced Solid Color Reinforced Composite Toilet Compartments KK 1541 Series Floor -Anchored Laminuted Plastic Toilet (omparfinents LL 1545 Series WaD-Hung Urinal Screen Fig. 15 Women's Large Restroom with Open Vesfibule. 11 '1142' b0 min 1880 1420 x 1525 Enlarged wheelchair accessible (leorspoce \ / toilet compartment Ambulatory accessible compartment is required at toilet where b or more fixtures are provided. Fig. 16 Men's Large Restroom with Double Open Vestibule. Enlarged wheelchair accessible toilet comportment 66 1675 Recommended 17 feet 518cm 35-37 890-940 112 36 2845 415 ICC/ANSI 60 O 1525 L W 60 A A 1525 11 c c Vertical grab bars 18 inches (455mm) long 67 (I(C/ANSI) 1700 EE Counter top lavatories with knee space and protective panel below BB Htl Alternate location, s J ®S�� DD D bobychangingstolion tlfl' _ i®L/ o— -o o- r—, x 56 1420 O B / 0 It to P A D GG K GG 12 feet- 7 inches 384cm18 Venical glob bar inches M-111" long (ICC/ANSI) i 1 60 min � GG 1 1 1525 Wheelchair r .... ........... If turning space C(:--� o NHS BB ® S, OB q 'D 30x48 V S X x X 160 x 1220 Baby (hanging station, 24 x 36 inches (610 x 915mm) in down position Clear floor space Fig. 16 Men's Large Restroom with Double Open Vestibule. Enlarged wheelchair accessible toilet comportment 66 1675 Recommended 17 feet 518cm 35-37 890-940 112 36 2845 415 ICC/ANSI 60 O 1525 L W 60 A A 1525 11 c c Vertical grab bars 18 inches (455mm) long 67 (I(C/ANSI) 1700 EE Counter top lavatories with knee space and protective panel below BB Htl Alternate location, s J ®S�� DD D bobychangingstolion tlfl' _ i®L/ o— -o o- r—, x 56 1420 DESIGN SOLUTIONS FOR SMALL PUBLIC RESTROOMS AND INDIVIDUAL TOILET ROOMS SMALL PUB LI( RESTROOMS (Figs. 17-19) require one standard 60 inch (1525mm) wide toilet compartment. Minimum 60 inch (1525mm) diameter or T -Shaped turning spaces are also required, as well as an accessible lavatory, restroom accessories, and access aisles that meet 2010 ADA and 2009 ICC/ANSI Standards. Entry doors should swing into vestibules, not directly into corridors, access aisles, or clear floor spaces required of lavatories and other restroom accessories. I N D IV I D UA L TO I LET ROOMS (also known as unisex or family toilet rooms) provide privacy for all persons who need the help of on assistant or caregiver (for example a child who needs the help of a parent), especially when they are of the opposite gender (Fig. 20). Fig. 17 Small Accessible Public Restroom. n- 60 1525 20 feet 610cm 14 feet - 8 inches 446rm 60 1525 Individual toilet rooms may be useful additions to multi -comportment restrooms in many large public buildings. Although 4 can be challenging, the size of an individual toilet room is determined by locating the clear floor spaces required at each feature or fixture, the wheelchair turning space, and maneuvering clearances at doors. Baby changing stations are often conveniently located in these restrooms. Out -swinging entry doors may be used only if they swing into another room, such as a patient's room or a private office, vestibule or alcove, but never directly into a corridor. No fixture can obstruct the 56 inch by 60 inch (1420 by 1525mm) minimum clear floor space at toilets. As in all accessible facilities, small public restrooms and individual toilet rooms should meet or exceed the 2010 ADA and the 2009 ICC/ANSI Standards for entrance and exit, lavatories, toilets, grab bars, restroom accessories, controls, and operating mechanisms. Refer to previous sections, Accommodating Diverse Users, Space Requirements and Reach Ranges, and Planning an Accessible Restroom, for information on specific 2010 ADA and 2009 ICC/ANSI Standards as well as universal design considerations. LEGEND A B-5806 x 18 Vertical Grab Bar B B-5806 it 36 Horizontal Grab Bat C B-5806 x 42 Horizontal Grab BUT D &270 Sudace4ounted Sudety Napkin Disposal (mounts below grub bad E &2740 Surface -Mounted Double -Roll Toilet Tissue Dispenser, no mmmiled delivery (mounts below grab bar) F 8-301 Recessed Toilet Sent Cover Dispenser (mourns below grab bar) G 6353 Recessed Sanitary Napkin Disposal (mounts below grab bra) H 84221 Surface Mounted Toilet Seat Cover Dispenser (mounts below grab bar) 12 1 B-0288 Surface- Mounted Multi Rog Toilet Tissue Dispenser (mounts below grab bra) K &357 Partition -Mounted Todet Seat (over Dispenser, Sanitary Napkin Disposal, Todet Tissue Dispenser with ThefFResistam Spindle (serves two compartments) L B-3574 Recessed Toilet Seat Cover Dispenser, Sanitary Napkin Disposal, Toilet Tissue Dispenser on right when facing unit wish Thef -Resistant Spindle M &35745 Recessed Tadet Seat Cover Dispenser, Sanitary Napkin Disposal, Toilet Tissue Dispenser an left when facing unit with Theft -Resistant Spindle N 8-822 tavamry-Mounted Soap Dispenser P 8$24 Automatic, universal CounlertopMotimed Soap Dispenser B-165 Series Wallta-Wall Minor &165 Series Minor, 18' W x 36' H (455 x 915mm) &165 Series FuRength Minor, 24' W x 60' H (610 xl525mm) &318 Recessed Paper Towel Dispenser &369 Recessed Paper Towel Dispenser and Waste Receptacle &526 Paper Towel Dispenser 6-03944 Recessed Paper Towel Dispenser and Waste Receptode B-3644 Recessed Waste Receptacle &529 (ocular Waste (hate B-7128 Surface -Mounted Hand Dryer 84706 Recessed Sanitary Napkin/Tornpon Vendor BB B-687 Door Bumper (( B-16727 Double Robe/Clothes Hook DD KB102-00 Wa8-Mounted Child Protection Seat EE KBIIDSSWM Horizontal, Wa&Mounted Baby Changing Station FF 1031 Series FloorAnchmed Laminated Plastic Toilet Compartmenis GG 1035 Series WoIFHung Urinal Screen HH 1542 Series overhead -Braced Laminated Plostc Toilet Compartments Fig, 18 Accessible Restroom with Additional Entry Clearance Space. 16 feet Baby changing station D EE 66 89cm 60 61525 in down position 1680 LO min o o- V 30 x 48 Q B F a P' 56 760 1220 _ �� y 1425 z 5 E 56 x 60 min Clear floor space Clear floor space 1420 x 1525 at lavmory Wheelchair accessible (455mm) long (ICC/ANSO M A C c c A toiletcompmtmemwith OD 8 feet 6 inches C woltmounted to er 1 259cm 30 x 48 :..............: 5 t 1 FF ..... .............. I t 760 z 1210 Clearfloor space 48 I 7 BB TYPO Vertical grab bar c I 18 inches (455mm) long 42 1070 ' I ` (ICC/ANSI) : 4 AA Baby changing station 60 dia 19 x 33 inches (485 x 840mm) 1525 in down position Wheelchair turning space Fig. 18a Accessible Restroom with Additional Entry Clearance Space. Fig. 19 Small Public Restroom Provides Accessible Toilet Compartment and Ambulatory Accessible Compartment Ambulatory accessible 15 feet - 6 inches compartment not required, 35 94 472cm provided to create a mom 890.940 52 84 universally usable restroom n b6 1515 1135 60 1525 L 15 feet -2 inches 462cm bb 1675 L Conventional toilet - compartments Fig. 20 Individual Toilet Room with Baby Changing Station. 30x48 7601, 1220 Clear floor space N R 8 feet 244cm T 1 By positioning the partition layout, additional We can be added to the toilet compartment, providing more maneuvering space without adding additional square footage to the room Vertical grab bar (455mm) long ( Fig. 186 Larger Size Compartment with Alternate Door Opening. .... Baby changing station D EE 19 x 33 inches (485 x 840mm) in down position LO min 1525 Wheelchair I turning space 56 x 60 min ' 1420.1525 — — Clear floor space at toilet Vertical grab bar 18 inches (455mm) long (ICC/ANSO M A C Wheelchair accessible toilet comportment 18 min 460 24 Recommended 62 1575 Baby changing station 19 x 33 inches (485.x 840mm) in down position 30 x 48 760 x 1220 Clear floor space Countertop lavatories with knee space and protective panel below 13 ACCESSIBLE BATHING FACILITIES REQUIRED IN A WIDE VARIETY OF BUILDINGS Hotels, athletic clubs, school gymnasiums and dormitories, parks and campgrounds, long- term care facilities, and hospitals are examples of the many buildings that must meet accessible bathing requirements for people with disabilities. Accessible bathing facilities fall into two basic categories: individual shower compartments or combination tub/shower units. Shower compartments may be constructed of conventional water-resistant wall and flooring materials, or shower dividers may be specified that are manufactured of solid phenolic, fiberglass, acrylic, or other water-resistant material. If more than one shower compartment is provided in a facility, it is recommended that the control and seat locations be alternated for left- and right-hand use to ensure universal usability. In buildings for transient lodging, a percentage of the sleeping rooms must be accessible and equipped with either an individual shower compartment or combination tub/shower unit. INDIVIDUAL SHOWER COMPARTMENTS TRANSFER SHOWER COMPARTMENTS (Fig. 23) are the most common type of individual shower compartment used to accommodate people with disabilities. They must be 36 inches by 36 inches (915 by 915mm) with a fixed or folding L-shaped shower seat mounted on a side wall opposite the shower head and controls. The 36 inches by 36 inches (91S by 915mm) inside dimension addresses the reach and safety needs of adult users. Note that both accessibility standards require that interior dimensions of accessible showers use the centerline of each wall as the starting point. Curbs may be installed, but they must he no higher than 1/2 inch (13mm) (Fig. 21). When equipped with a folding seat the transfer shower compartment can also be used comfortably by people who are standing and seated. Minimum clear floor space 36 inches by 48 inches (915 by 1220mm) must 6e positioned outside the shower compartment to allow proper wheelchair positioning for transfer to shower seat. A threshold 2 inches (51 mm) high maximum shall be permitted in transfer type shower compartments in existing facilities where provision of a'/z inch (13mm) high threshold would disturb the structural reinforcement of the floor slab. Hand-held showers on a hose are required in accessible showers. Use of an adjustable vertical slide bar for the hand-held unit is optional (Figs. 23d, 24b, 25b). Fig. 21 Accessible Shower Thresholds. 1 4 max 6.4 Fig. 21a Vertical Change in Level. 1 4 m _ 2112 b.4 _�--- � �� 13 1/4 moz 1 6.4 Fig. 21 b Beveled Change in Level. ROLL -IN SHOWER COMPARTMENTS (Fig. 24) are functional for all users including some people who use a special costered shower chair for bathing. The accessibility standards refer to the standard roll -in type shower compartment and the alternate roll -in type shower compartment. Also referred to as curbless showers, 2010 ADA and 2009 ICC/ANSI Standards require roll -in shower compartments to be at least 30 inches by 60 inches (760 by 1525mm), which is intended primarily for remodeling purposes to allow replacement of an existing tub with a roll -in shower compartment. This minimum size is inadequate in most cases due to the difficulty in containing water within the 30 inches (760mm) depth. If the minimum size is used, it is recommended that the floor of the entire room he waterproofed (also referred to as a wet -area shower). Curbs should be avoided or minimized. If it is necessary to include them, then curbs should be''/z inch (13mm) high maximum (Fig. 21 a, b). Note that thresholds higher than'/4 inch (6.4mm) will need to incorporate a bevel no steeper than 1:2 (Fig. 21b). Recommended methods for containing water include warped tile, grout berms, trench drains, and sloping floor surfaces. Consider larger sizes for easier maneuvering and less water spillage such as 36 inches by 60 inches (915 by 1525mm), 48 inches by 60 inches (1220 by 1525mm) and 60 inches by 60 inches 0525 by 1525mm) which are better shower sizes. Minimum clear floor space of 30 inches wide by 60 inches (760 by 1525mm) must be positioned outside the shower compartment to allow wheelchair maneuvering space. This space may incorporate knee clearance under adjacent lavatories or countertops, and may be part of the total floor space in wet -area showers. Fig. 23 Transfer Shower Compartment. Seat in folded position Fig. 22 Folding Shower Seats. 1 2m 13 15-16 22.23 Shower threshold 386405 1 1m 566685 J 38 \ L 14 -IS 3 max ass 380 f 75 3 max 11=1' 4 IS 430-085 21 max Compartment f +—. 64 entry I [ „ I Compartment 21 maz entry Fig. 22a Rectangular. Fig. 22b L -Shaped. 91 Fig. 23a Required Clear Floor Space. Fig. 23b Seat Wall. Fig. 23c Back Wall. ss -t36 840-915 To top of gripping surface IC(/ANSI 48 max 1220 33-36 840-915 38 min To top of 91 gripping surface Fig. 23d Control Locations. Fig. 24 60 inch Wide Roll -In Shower Compartments. Extend grab bar Rectangular shower sem available from olhers f no seat provided 6 max 6 max 150 `ot�tl tt�— 150 l 30 min Side Side well wall 780 Allowed j I 30 min lavatory ; i 760 Grab bar required 60 min if seat not provided 1525 (ICC/ANSI requires seat) Fig. 24o Standard Roll -1n Type Shower Compartment. 6 max 150 4 max Controls are required to be located on control 182 I((/ANSI wall. The horzontal placement must he within 15 inches (380mm) of the centerline of the J!ide71n seat located on the opposing wag. Hand-held wall 91SExtend shower head 15 max available from 380 others. See 24-91�31shower Figure 25b seat 610-915ICC/ANavailablefromothers for alternate 18 min shower base 455 length and ICC/ANSI water stub locution. IC(/ANSI 48 max 1220 33-36 840-915 38 min To top of 91 gripping surface Fig. 23d Control Locations. Fig. 24 60 inch Wide Roll -In Shower Compartments. Extend grab bar Rectangular shower sem available from olhers f no seat provided 6 max 6 max 150 `ot�tl tt�— 150 l 30 min Side Side well wall 780 Allowed j I 30 min lavatory ; i 760 Grab bar required 60 min if seat not provided 1525 (ICC/ANSI requires seat) Fig. 24o Standard Roll -1n Type Shower Compartment. 6 max 150 ff X— 5 Back wall J!ide71n ide 36 wall 91SExtend gmb bar0 no seat provided(I((/ANSI Requires Seat)Rectangular 24-91�31shower seat 610-915ICC/ANavailablefromothers Fig. 24c Altemate Roll -in Type Shower Compartment (with seat). Fig. 23e Grab Bar Locations Hand-held shower head and rectangular shower seat available from others. See Figure 25h for alternate shower hose length and water stub location. 16 min 405 ICC/ANSI I 33-36 840-915 To top of ripping surface A 685 The 2010 AOA Standards allow extend location coto tcomer extend to mer 48 max 1220 Above grab bar Fig. 24b Control Locations (with Seat). 27 max 685 t— ' _f t- 48 max Side/end wall 38 min 38 min 1220 %5 965 IC� SI I(C/ANSI Rectangular shower seat available from others Fig. 24d Alternate Roll -In Type Shower Compartment (with seat] Control Locations, Side/End Walt. 15 max Fram cantedine of sem ' I 380 i Back wall 48 20 max r Fig.24e Altemate Roll -In Type Shower Compartment Control Locations, Back Wall. I5 COMBINATION TUB/SHOWER UNITS No required length is given for combination tub/shower units located in accessible bathrooms, however, the accessibility standards specify a minimum width of 30 inches (760mm). Combination tub/shower units must have either a removable in -tub seat or a permanent seat at the head of the bathtub. In -tub seats should attach to the rim of the bathtub (Fig. 25a). This type of seat is generally used to sit on while showering. Seats at the head of the bathtub must be 15 inches (380mm) wide maximum and are usually built-in structural extensions, making the total width of a bathtub 75 inches (1910mm) (Figs. 26a, 33). They are used only while transferring into the bathtub. Adjacent clear floor space must extend the full width of the bathtub and be at least 30 inches (760mm) deep. The clear floor space for fixtures with permanent seats at the head of the bathtub must extend at least 12 inches (305mm) beyond the back of the built-in seat (Fig. 26a). Fig. 25 Bathtub with Removable In -Tub Seat. 18 inch (455mm) vertical grab bar 4 inches max (102mm) from shower entry (ICC/ANSI) 24 wall 610 30 min 760 T 15-16 Portable tub seat 380-0111 available from others I I rwed t Very i Clear floor space i I -------------' Fig. 25a Clear Floor Space. 24 min Hand-held shower head on 610 69 inch (1155mm) hose i Hand-held 4 max shower head )p2 r available from ICC/ANS others I 1 2 min -t — 18 min 455 r r 3_6 (((/ANSI ( 15 -ISO I ICC/ANSA �'�1 seat Portable tub seat Control area available from others offset to outside Between bathtub I -19 rim and grab bar 430-485 Fig. 25b Control Wall. Fig. 25c Head of Tub. CONTROLS AND ACCESSORIES COMPLETE SHOWER AND BATHTUB INSTALLATIONS (ON TROLS must meet 1010 ADA Standards and 2009 ICC/ANSI Standards (refer to Controls and Operating Mechanisms on page 6). The control areas must be located on the side wall opposite the shower sent in transfer shower compartments (Fig. 23d); on the back or side walls of roll -in shower compartments (Figs. 24b, 24d, 24e); on the wall adjacent to the shower seat in alternate roll -in type shower compartments (Fig. 24d); and on the wall at the foot of bathtubs (Fig. 25b). In standard roll -in shower compartments with seats the control must be located on the back wall above the seat and no more than 27 inches (685mm) from the adjacent side wall. The control location must be above the grab bar (Fig. 24b). Controls with anti -scald, pressure balanced or similar features should be used. The standards require water to be 1201 maximum. SHOWER H EA DS in accessible bathing facilities must be usable in a fixed position as a hand-held model with a 59 inch 0500mm) minimum long hose (Figs. 23d, 24b). To allow for easier manipulation of the shower unit, it is recommended that a longer, 69 inch (1755mm), hose be used (Fig. 25b). An optional vertical slide -bar with a recommended length of 36 to 40 inches (915 to 1015mm) will allow the spray unit to be used as a fixed shower head at various heights (Fig. 25b). Where a slide bar is used, an alternate location for the water union is 12 to 16 inches (305 to 405mm) above the horizontal grab bar to allow for a longer reach for the hand-held shower (Fig. 25b). The accessibility standards allow an exception: Afixed shower head mounted 48 inches (1220mm) above the finish floor may be installed in lieu of o hand-held unit in facilities that are not medical care facilities, long-term care facilities, transient lodging guest rooms, or residential dwelling units. �a585 I(C/ANSI 3-6 T5- 1C(/ANSI max 24 ma 12x 305 610 Fig. 25d Back Wall. 8-10 205255 3333=36 840-915 GRAB BARS must be installed in all accessible bathing facilities. They must have a diameter (or cross section if non circular) of 1'/4 inches to 2 inches (32 to Slmm) and a clearance of 1-'/2 inches (38mm) between the grab bar and wall. At least one and as many as three bars in showers and tubs must be mounted 33 inches to 36 inches (840 to 91 Strum) above the finish floor (Figs. 23c, 23d, 23e; 24b, 24d, 24e; 25b, 25c, 25d; 26b), measured to the top of the gripping surface. Two horizontal grab bars or a single two -wall grab bar must be installed on the walls next to and opposite the folding shower seat in transfer comportments (fig. 23a shows the single bar). Standard roll -in shower compartments must have grab bars installed 6 inches (150mm) maximum from the corners (Fig. 24a, 240. Bathtubs must have a horizontal grab bar mounted at the foot that extends at least 24 inches (610mm) from the front edge of the tub (Figs. 25a, 26a); and two parallel, horizontal grab bars, mounted on the back wall (Figs. 25d, 26b). The upper grab bar is mounted at standard height and the lower grab bar is mounted 8 inches to 10 inches (205 to 255mm) above the tub rim, measured to the top of the gripping surface. There is no specified length for the back wall grab bars in tubs with permanent seats (Figs. 26a, 26b). In tubs with removable seats the back wall grab bar lengths are specified at 24 inches (610mm) (Fig. 25d). Bathtubs with removable in -tub seats must have a fourth grab bar mounted at the head that extends at least 12 inches (305mm) from the front edge of the tub (Fig. 25a). Transfer shower compartments and tubs must also have a vertical grab bar, 18 inches long (455mm) minimum mounted at the control wall, 4 inches 002mm) maximum from the front edge (Figs. 23a, 23d; 25a, 25b, 25d; 26a, 26b). Fig. 26 Bathtub with Permanent Seat. 18 inch (455mm) vertical grab bar 4 inches max (102mm) from tub entry (ICC/ANSI _ 30 min 760 1 ' 15 max 1 12 min Lavatory t 380 t 305 , Clem floor space r ' _________________JI ___; Fig. 26a Clear Floor Space. SHOWER SEATS must be mounted with the top surface of the seat 17 inches to 19 inches (430 to 485mm) above the finish floor (Fig. 23b). Permanent or folding seats are now required by the 2009 ICC/ANSI Standards. For both roll -in and transfer compartments, seats must have a 3 inch (75mm) maximum space between the seat edge and compartment entry -opening and a larger permissible 2-112 inch (64mm) maximum gap between the seat and seat wall (Figs. 22o, b). Roll -in type shower compartments with seats can now use a rectangular seat design as well as the previously required "r -Shaped design (Figs. 22a, b). Upholstered, cushioned seats are preferred by many people with disabilities, while water-resistant solid phenolic seats are vandal -resistant and more sanitary. SOAP DISHES are normally placed on the some wall as the shower head and controls where they are least likely to collect standing water. It is recommended soap dishes be recessed and mounted 38 inches to 48 inches (965 to 1220mm) above the finish Floor when installed in shower compartments, or they should be mounted between the grab bar and the rim of the bathtub (Figs 23d; 24b, 24d, 24e; 25b). SHOWER CURTAINS generally work well as enclosures for all users including people who use wheelchairs. If other types of shower enclosures are used, they should fold back completely out of the way so as not to obstruct transfer to shower seats or interfere with controls, and they must not incorporate a track along the floor or the rim of bathtubs. MEDICINE (ABI NETS installed in bathrooms must be mounted so at least one accessible shelf is no higher than 44 inches 0120mm) above the finish floor and the bottom edge of the mirror is no higher than 40 inches 0015mm) above the finish floor. 18 min ICC/1 465 3-6 n-150 15 3333=36 84095 8 ias 12 mox 15 max 305 380 Fig. 266 Back Wall. 17_19 430-485 17 DESIGN SOLUTIONS FOR BATHROOMS WITH SHOWER COMPARTMENTS Fig. 28 Bathroom with Wet -Area Shower Compartment. 9 feet 274cm An 78 760 1981 FN( o curb at shower threshold60 min C / B T 1525 Wheelchair taming space D G Hood -held shower head - I D Rolla shower compartment W m full width of enclosure 30 min 760 Clearance width at shower compartment Fig. 27 Bathroom with Transfer Shower Compartment. 18 inch (455mm) vertical grab bar 4 inches max (102mm) from shower entry (I(C/ANSI) 8 feet- 4 inches 36 x 36 254cm 915 x 915 36 Transfer shower 915 with folding seat E CC QR C N A on 63 1 Vertical grab bar 0; (1((/AMNSI) Mal a�� __j 1525 Wheelchair 174 Wall -hung lavatory with insulated or enclosed piping below 36 x 48 min / 915 x 1220 Clear floor space at EE shower compartment lk 18 inches (455mm) long (ICC/ANSI) 56 x 60 min 1420 x 1525 H Clear Hoa space of toilet 7 feet -4 inches 224cm 64 1626 AAA 30 x 48 760 x 1220 (fear floorspace at lavatory WSb x min 30 x 48 Y am 103cm z A B-5606 x 18 Horizontal Grab Bar used as lewd bat 24' x 36' (610 x 915mm) (1065 x 1830mm) Y 8-8397 Sudace-Mounted Facial Tissue Dispenser 40 K 6-6861.99 Shower Grab Bar with Peened Grip, S 204-3 Vinyl Shower Carbon, 70' W x 72' H Z 8-165 Series Wall -to -Wall Minor 1016 15-7/e' x 30-%" (405 x 785mm) (1780 x 1830mm) WSb x min 30 x 48 Y am 1420 x 1525 760 x 1220 Clear floor space Clear floor space of toilet at lavatory 13 Shower curb LEGEND 1 B-58616.99 Shower Grab Bar with Peened Grip, R 204-2 Vinyl Shower (urtain, 42' W x 72' H X B-3644 Recessed Waste Receptacle A B-5606 x 18 Horizontal Grab Bar used as lewd bat 24' x 36' (610 x 915mm) (1065 x 1830mm) Y 8-8397 Sudace-Mounted Facial Tissue Dispenser IB -S806 x 18 Vertical Grab Bar K 6-6861.99 Shower Grab Bar with Peened Grip, S 204-3 Vinyl Shower Carbon, 70' W x 72' H Z 8-165 Series Wall -to -Wall Minor C B-5806.99 x 18 Vertical Grab Bar with Peened Grip 15-7/e' x 30-%" (405 x 785mm) (1780 x 1830mm) AA 8-165 Series Mirror, 18' W x 36' H (455 x 915mm) D B-5806.99 x 24 Horizontal Grab Bm with Peened Grip L 8-517 Folding Shower Seat, Padded Seat, T B-35745 Recessed Toilet Seat Cover Dispenser, BB B-165 Series Mirror, 33' W x 36' H (840 x 915mm) E 11-5806 x 36 Horizontal Grab Bar Right -Hand Seat Sanitary Napkin Disposal, ToOet Tissue Dispenser on left CC B-1116 Single Robe/Clothes Hook with F 8-5806x 42 Hod7ontal Grob BarM B-5181 Reversible folding Shower Seat, Soul Phenolic, when facing unit with Theft -Resistant Spindle Concealed Mounting G B-5806.99 x 48 Horizontal Grab Bar with Peened Grip LefMand Seat U "977 Recessed Toilet Tissue Dispenser for Two Rolls DD 8-76717 Single Raba/Clothes Hook H 8-5837 Horizontal Two -Wall Grab Bar, 36" x 54" N 8.4380 Recessed Soap Dish V 8-359 Recessed Paper Towel Dispenser EE B-76727 Double Robe/Clothes Hook (915 x 1370mm) P B-6107 Shower Curtain Rod W 8.369 Recessed Paper Towel Dispenser and ff 8-3706 Recessed Sanitary Nopkin/fampon Vendor Q 204.1 Shower Curtain Hooks Waste Receptacle 18 Fig. 29 Bathroom with Enlarged Roll -in Shower Compartment. Vertical grab bar 18 inches (455mm) (ICC/ANSI) 30 x 48 760x 1220 Clem floor space at levotory 7 feet 213con 56 x 60 min 1420 x 1525 Clear floor space at toilet [lenience width of shower comportment Fig. 30 Bathroom with Roll -in Shower Compartment. No curb at shower threshold 30:( 60 32 760 x 1525 815 Clear floor space at shover comportment 1 DDif E D 56 x 60 min 1420 x 1525 Handheld Clear Hoot space 5 at toilet shower U head IN P \ / Vertical grab bar 60 / 18 inches (455mm) long 1525 0 / 8 (IC(/ANSI) 8 feet- 6 inches hf e Man E Z\ .........: 38 / 60 min 965 _ 1525 EE Wheelchair turning space Y A 30x48 Countertop lavatory with knee spare Provide minimum 18 inches (460mm) dear 760 x 1220 and a protective panel below to puflside of door, 24 inches (610mm) recommended Clear floor space at lavatory R DESIGN SOLUTIONS FOR BATHROOMS WITH TUB/SHOWER UNITS Fig. 32 Bathroom with Com6inaton Tub/Shower Unit and Porta6le Seat. 18 inch (455mm) vertical grab 17 bar 4 inches max (102mm) 430 from tub/shower entry (ICt/hNSD E 30 160 D T 9 feet- 9 inches V G 291an 87 S 2210 r Vertical grab bar 18 inches (455mm) (IC(/ANSI) Fig. 31 Bathroom with Enlarged Alternate Roll -in Shower Compartment. Rectangular shower seat available from others 0 36 915 K 8feet -4 inches 254cm 60 F 1525 0 A J A' G Vefical ghat bar 18 inches (455mm) long (ICC/ANSD 56 x 60 1420 x 1525 Clem floor space at toilet Portable tub seat / Portable tub seat available from others C 60 min 1525 Wheelchair X taming space Y 30 x 60 760 x 1525 Clear floor space at bathtub B \ 56 x 60 min 1420x 1525 Clear floor space at toilet Y 11 30 x 48 760 x1220 Clear space at lavatory LEGEND J 8-5837 Horizontal Two-Wofl Grab Bar, 36" x 54' D B-35745 Recessed Toilet Sent (over Dispenser, Sangory W B-2116 Single Robe/Cbihes Hook with Concealed A B-5806 x 18 Vertical Grab Bar (915 x 1370mm) Napkin Disposal, Toilet Tissue Dispenser on left when Mounting IB -S806 x 18 Horizontal Grob Bar used as towel ba K B-4380 Recessed Soap Dish faring unit with The4FResislant Spindle X B-76717 Single Robe/Clothes Hook C B-5806.99 x 18 Horizontal Grab Bar with Peened Grip L 8-6107 Shower (urtain Rod R B-6977 Recessed Toilet Tawe Dispenser for Two Rolls Y 0-76727 Doable Robe/Clothes Hook D 11-5806.99 x 18 Vertical Grob Bar with Peened Grip M 204-1 Shower Curtain Hooks 5 8369 Recessed Paper Towel Dispenser and Waste Z 1082 Series Solid Phenolic Shower Dividers wilh Shower E B-5806.99 x 24 Horizontal Crab Bar with Peened Grip N 204.2 Vinyl Shower Curtain, 42' W x 72' H Receptucle Curtain Track in underside of handrail F B-5806 x 36 Horizontal Grab Bar (1065 x 1830mm) T 8-8397 Sudo"Dunted Facial Tom Dispenser AA 1082 Series Solid Phenolic Dressing Compartments with G B-5806 x 42 Horizontal Grab Bur P 204-3 VmyI Shower Curtain, 70" W x 72' H U 8-165 Series Wolko-Woll Mi or Curtain Trak in underside of handrail H B-5806.99 x 48 Horizontal Grub Bar with Peened Grip (1780 x 1830mm) V 8-165 Series hour, 18" W x 36' H (4S5 x 915mm) 20 Fig. 33 Bathroom with Combination Tub/Shower Unit with Permanent Seat 18 inch (455mm) vertical 6 feet -3 inches grab bar 4 inches max 191cm 2 min (102mm) from tub/shower f38�0305 entry (I((/ANSI) N K Integral tub seat K 56 x 60 min 1420 x 1525 p (tem Floor space at toilet M P L 9 feet X 274cm Y 6 IL Verticol grab bar 18 inches (455mm) Ion 0Ct ANSA I "' 1 7 / 30 x 87 K760 x 2210 Clear door space at baht rah and sem (overall length of tub and O seat plus 12 inches min (305mm)) 60 min F T V 1525 7 feet -3 inches Wanong lavatory Wheelchair turning spore 221cm with insulated or enclosed piping below DESIGN SOLUTIONS FOR MULTIPLE SHOWER COMPARTMENTS AND DRESSING COMPARTMENTS Fig. 34 Multiple Shower Installation with Enlarged Roll -in Shower Compartment and Dressing Compartment. 60 36 IV 1525 915 N K K K K N curb of shower threshold N � 366tp 915 Z Z Z 60 — — — 1525 N Ir �i N N N 11 feet -4 inches 345an W W W 36 typ WVW 915 P M L AA M ]AA 30x48 min W 760x1220 --- aV--'--- Clear floor space N H N for bench P ....................... 11 it 30x60 17_19 760 x1525 62 430-485 i I Clear floor space or 1575 Seat height ii shower compartment above floor I I W AA Dressing bench 24 inches max depth x 48 inches (610 x 1220mm) with toe clearance. Bench surface should not accumulate water and should be slip resistant. Bench available from others 21 DESIGN SOLUTIONS FOR MULTIPLE SHOWER COMPARTMENTS AND DRESSING COMPARTMENTS Fig. 35 Multiple Shower Installation with Transfer Shower Compartment and Dressing Compartment. LEGEND E 8-5181 Reversible Folding Shower Seat, Solid Phenolic, J 204.3 Vino Shower Curtain, 70' W x 72' H A B-5806.99 x 18 Vertical Grub Bat with Peened Grip Right -Hard Seat 0780 x 1830mm) B B-5806.99 x 30 Horizontal Grob Bar with Peened Grip f B-6107 Shower Curtain Rod K B-2116 Single Robe/Clothes Hook with C 8.6861.99 Shower Grab Bar with Peened Grip, G 204-1 Shower Curtain Hooks Concealed Mounting 15-Y x 30-'/e (405 x 785mm) H 204-2 Vmyl Shower furtam, 42' W x 72' N l 1082 Series Solid Phenolic Shower Dividers with D B-4380 Recessed Soup Dish (1065 x 1830mm) Shower Curtain Track in underside of headra8 22 18 inch (455mm) vertical grab bar 4 inches max (102mm) from shower entry �(IC(/ANSI) C I 9 feet -10 inches 300cm K M 1082 Series Solid Phenolic Dressing Compartments with Curtain Truck in underside of beached 36 36 x 48 ELM max 915x 1220 13 7 feet - 8 inches 915 234cm Clear Dao[ space Shower curb at shower compartment —F� D D D K G H A D g� F 915 B L7pt L E_ 36 .---............. ...E K 17-19 915p K K 1 1 430-485 1 ) Seot height 1 above floor M w M � � . = � ....... H H b0 min 30 x 48 min 1525 760 x 7220 M —_ = — Wheelchoirtumingspace Clear floor space J next to bench Dressing bench 24 inches max depth x 42 inches min length (610 x 1065mm) with tee clearance. Bench surface should not accumulate water and should he slip resistant. Bench available from others LEGEND E 8-5181 Reversible Folding Shower Seat, Solid Phenolic, J 204.3 Vino Shower Curtain, 70' W x 72' H A B-5806.99 x 18 Vertical Grub Bat with Peened Grip Right -Hard Seat 0780 x 1830mm) B B-5806.99 x 30 Horizontal Grob Bar with Peened Grip f B-6107 Shower Curtain Rod K B-2116 Single Robe/Clothes Hook with C 8.6861.99 Shower Grab Bar with Peened Grip, G 204-1 Shower Curtain Hooks Concealed Mounting 15-Y x 30-'/e (405 x 785mm) H 204-2 Vmyl Shower furtam, 42' W x 72' N l 1082 Series Solid Phenolic Shower Dividers with D B-4380 Recessed Soup Dish (1065 x 1830mm) Shower Curtain Track in underside of headra8 22 18 inch (455mm) vertical grab bar 4 inches max (102mm) from shower entry �(IC(/ANSI) C I 9 feet -10 inches 300cm K M 1082 Series Solid Phenolic Dressing Compartments with Curtain Truck in underside of beached BIBLIOGRAPHY AND RESOURCES Accessible And Usable Buildings And facilities, ICC/ANSI A1171 2009. International Code Council 500 New Jersey Avenue, NW, 6th Floor Washington, DC 20001 American National Standard Institute 25 West 43rd Street New York, NY 10036 (Approved October 20, 2010) For questions and technical information: 888-422-7233, Ext. 4306 Significant Changes to the A117.1 Accessibility Standard, 2009 Clition. Woodward, Jay. ICC International Code Council. 500 New Jersey Avenue, NW, 6th Floor. Washington, DC 20001. (2011) 2010 ADA Standards for Accessible Design. U.S. Department of Justice (September, 2010) Website: www.ADA.gov ADA Information line 800-514-0301 (Voice) or 800-514-0383 (TTY) ADA National Network (formerly, Disability and Business Technical Assistance Centers [DBTAC] ) Website: www.adato.org ARCHITECTURAL REPRESENTATIVES Bobrick has Architectural Representatives located throughout North America available to provide technical assistance with compliance of washroom layouts and equipment selection. They are backed by Bobrick's Architectural Services Department, which maintains extensive up-to-date files on building codes and engages in ongoing dialogue with code originators and enforcement agencies on a regular basis. Regional Information Line 800.949-4232 [voice/tty] Guidance on the 2010 ADA Standards for Accessible Design. U.S. Deportment of Justice (September 15, 2010) Website: www.ADA.gov Additional copies may be obtained by calling the ADA Information Line: 800-514-0301 (voice) 800-514-0383 (TTY) Inclusive Child Care: Design Solutions for Creating More Usable Child Care facilities, Young, Leslie C., Hawley, Marsha. National Easter Seals Society, Chicago, Illinois. (2003). http://www.easterseals.com Universal Design Principles. NC State University (1997) Website: www.udinstitute.org CREDITS Bobrick wishes to thank Ronald L. Mace, FAIA and Rex J. Pace for their invaluable contributions to the initial creation and previous editions of this planning guide. Bobrick also wishes to thank Richard Duncan, MRP, Executive Director, RL Mace Universal Design Institute, Chapel Hill, NC for assistance with the development of the 2012 publication. 23 Company Directory International +1.818.764.1000 +1.818.503.9941 intemational@bobrick.com www.bobrick.co.uk Customer Service 6901 Tujunga Avenue North Hollywood, CA 91605-621 UK/Europe +44 (0)20.8366.1771 +44 (0)20.8363.5794 into@bobrick.co.uk www.bobrick.co.uk Gamco 818.982.9600 818.503.1102 customerservice@bobrick.com www.gamcousa.com A Division of Bobrick One Gamco Place Durant, OK 74701-1910 Koala Kare 888.733.3456 303.539.8399 customerservice@koalabear.com www.koalabear.com Products 6982 S. Quentin Street A Division of Bobrick Centennial, CO 80112-3945 BUILDING VALUE SINCE 1906 BOBRICK.COM NOTE: The information contained herein is of an advisory nature only and represents Bobrick's interpretation of the 2010 ABA and 2009 ICC/ANSI Standards referred to herein as of the date of publication. Bobrick assumes no responsibility for final code compliance. Users of this Planning Guide are advised to confirm all specifications with appropriate authorities. Due to the complexity of the Standards, and the potential for multiple, and even conflicting, interpretations of the Americans with Disabilities Act and 1010 ADA Standards for Accessible Design. and ICC/ANSI A117.1 2009, it is recommended the layout of a restroom involve the services of a design professional proficient inaccessible design. Form No. PGAP.-12 5M March, 2016 @ 2012-2013 Bobrick Washroom Equipment, Inc. Printed in U.S.A. U.S. 818.982.9600 818.503.1102 customerservice@bobrick.com www.bobrick.com Headquarters 6901 Tujunga Avenue North Hollywood, CA 91605-6213 Canadian 877.423.6555 877.423.8555 customerservice@bobrick.com www.bobrick.com Headquarters Eastern Canada 45 Rolark Drive Toronto, Ontario M1R 361 877.423.6444 877.423.8444 customerservice@bobrick.com www.bobrick.com Western Canada International +1.818.764.1000 +1.818.503.9941 intemational@bobrick.com www.bobrick.co.uk Customer Service 6901 Tujunga Avenue North Hollywood, CA 91605-621 UK/Europe +44 (0)20.8366.1771 +44 (0)20.8363.5794 into@bobrick.co.uk www.bobrick.co.uk Gamco 818.982.9600 818.503.1102 customerservice@bobrick.com www.gamcousa.com A Division of Bobrick One Gamco Place Durant, OK 74701-1910 Koala Kare 888.733.3456 303.539.8399 customerservice@koalabear.com www.koalabear.com Products 6982 S. Quentin Street A Division of Bobrick Centennial, CO 80112-3945 BUILDING VALUE SINCE 1906 BOBRICK.COM NOTE: The information contained herein is of an advisory nature only and represents Bobrick's interpretation of the 2010 ABA and 2009 ICC/ANSI Standards referred to herein as of the date of publication. Bobrick assumes no responsibility for final code compliance. Users of this Planning Guide are advised to confirm all specifications with appropriate authorities. Due to the complexity of the Standards, and the potential for multiple, and even conflicting, interpretations of the Americans with Disabilities Act and 1010 ADA Standards for Accessible Design. and ICC/ANSI A117.1 2009, it is recommended the layout of a restroom involve the services of a design professional proficient inaccessible design. Form No. PGAP.-12 5M March, 2016 @ 2012-2013 Bobrick Washroom Equipment, Inc. Printed in U.S.A. 3 Page Bottom Design No. U419, BXUV.U419 Fire Resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fre resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Fire Resistance Ratings - ANSI/UL 263 Design No. U419 December 09, 2011 Nonbearing Wall Ratings — 1, 2, 3 or 4 Hr (See Items 4 & 5) 1. Floor and Ceiling Runners — (Not shown) — For use with Item 2 - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min depth to accommodate stud size, with min 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. IA. Framing Members* - Floor and Ceiling Runners — Not shown - In lieu of Item 1 — For use with Item 2A, proprietary channel shaped, min. 3-5/8 in. deep, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC max. Effective thickness is 0.034 in. CLARKDIETRICH BUILDING SYSTEMS — UltraSTEEL®. 1B. Framing Members' - Floor and Ceiling Runners — (Not shown - In lieu of Item 1) — For use with Item 2A, proprietary channel shaped, min. 2-1/2 in. deep, fabricated from min. 0.015 In. (min bare metal thickness) galvanized steel, attached to floor and ceiling fasteners 24 in. OC. max. Effective thickness is 0.034 in. CLARKDIETRICH BUILDING SYSTEMS — UltraSTEEL®. 1C. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2C, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper25TM Track CRACO MFG INC — SmartTrack— MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25TM Track TELLING INDUSTRIES L L C — Viper25TM Track 1D. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2D, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.020 in. thick gals steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20TM Track MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20TM Track TELLING INDUSTRIES L L C — Viper20TM Track 1E. Framing Members*— Floor and Ceiling Runners — (Not shown) — In lieu of Item 1 - Channel shaped, attached to floor and ceiling with fasteners 24 in. OC. max. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 1F. Floor and Ceiling Runners — (Not shown)—For use with Item 28- Channel shaped, fabricated from min 20 MSG corrosion -protected or galv steel, min depth to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. 1G. Framing Members*— Floor and Ceiling Runners — (Not shown, As an alternate to Item 1) — For use with Items 2F, 5F or SG or 5I only, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK DMFCWBS L L C — ProTRAK MBA BUILDING SUPPLIES — ProTRAK SOUTHEASTERN STUD & COMPONENTS INC — ProTRAK TELLING INDUSTRIES L L C — TRUE -TRACK - 1H. Framing Members* - Floor and Ceiling Runner — Not shown - In lieu of Item 1 — For use with Item 2G, proprietary channel shaped runners, minimum width to accommodate stud size, with 1- 1/8 in, long legs fabricated from min 0.015 in. (min bare metal thickness) galy steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. SUPER STUD BUILDING PRODUCTS — The Edge 2. Steel Studs — Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. 2A. Framing Members* - Steel Studs — In lieu of Item 2 - Proprietary channel shaped studs, min. depth as indicated under Item 5, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. Allowable use of studs is shown in the table below. For direct attachment of gypsum board only. Effective thickness is 0.034 in. CLARKDIETRICH BUILDING SYSTEMS — UltraSTEEL®. 28. Steel Studs — (As an altemate to Item 2, For use with Items 513 & 5E) Channel shaped, fabricated from min 20 MSG corrosion -protected or gaiv steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction -fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. 2C. Framing Members* - Steel Studs — (As an altemate to Item 2, For use with Items 5C or 51) - Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper251" CRACO MFG INC — SmartStud— MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25T" TELLING INDUSTRIES L L C — Viper25T" 2D. Framing Members* - Metal Studs — Not shown - In lieu of Item 2 — For use with Item 113, proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.020 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper20— MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20T" TELLING INDUSTRIES L L C — Viper20T" 2E. Framing Members*— Steel Studs — In lieu of Item 2 - For Use with Item 1E- Channel shaped studs, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC — Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME Framing System UNITED METAL PRODUCTS INC — Type SUPREME Framing System 2F. Framing Members*— Steel Studs — (Not shown, As an alternate to Item 2) —For use with Items 1G, 5F or SG or 5I only, channel shaped studs, min depth as indicated under Item 5F, 5G or 5I, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD DMFCWBS L L C — ProSTUD MBA BUILDING SUPPLIES — ProSTUD SOUTHEASTERN STUD & COMPONENTS INC — ProSTUD TELLING INDUSTRIES L L C — TRUE -STUD - 2G. Framing Members* - Metal Studs — Not shown - In lieu of Item 2 — For use with Item 1H, proprietary channel shaped steel studs, minimum width indicated under Item 5, 1-1/4 in. deep fabricated from min 0.015 in. (min bare metal thickness) galvanized steel. Studs 3/8 in. to 3/4 in. less in lengths than assembly heights. SUPER STUD BUILDING PRODUCTS — The Edge 3. Wood Structural Panel Sheathing — (Optional, For use with Item 5 Only.)- (Not Shown) - 4 ft wide, 7/16 in. thick oriented strand board (OSB) or 15/32 in, thick structural 1 sheathing (plywood) complying with DOC PS1 or PS2, or APA Standard PRP -108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat -head self -drilling tapping screws with a min. head diam. of 0.292 in. at maximum 6 in. OC. in the perimeter and 12 in. OC. in the field. When used, fastener lengths for gypsum panels increased by min. 1/2 In, 4. Batts and Blankets* — (Required as indicated under Item 5) — Mineral wool batts, friction fitted between studs and runners. Min nom thickness as indicated under Item 5. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4A. Batts and Blankets* — (Optional) — Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fre Resistance. See Batts and Blankets (BKNV or BZ1Z) Categories for names of Classified companies. 5. Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wail Min Min No. of I. M71f Stud Stud Layers Depth, in. Depth, in. & Thkns Insul Rating, Hr Items 2, 20, 2E, 2G and 2F Item 2A of Panel (Item 4) 1 3-1/2 3-5/8 1 layer, 5/8 in, thick Optional 1 2-1/2 3-5/8 1 layer, 1/2 in. thick 1-1/2 in. 1 1-5/8 3-5/8 1 layer, 3/4 in. thick Optional 2 1-5/8 2-1/2 2 layers, 1/2 in. thick Optional 2 1-5/8 2-1/2 2 layers, 5/8 in. thick Optional 2 3-1/2 3-5/8 1 layer, 3/4 in. thick 3 in. 3 1-5/8 2-1/2 3 layers, 1/2 in. thick Optional 3 1-5/8 2-1/2 2 layers, 3/4 in. thick Optional 3 1-5/8 2-1/2 3 layers, 5/8 in. thick Optional 4 1-5/8 2-1/2 4 layers, 5/8 in. thick Optional 4 1-5/8 2-1/2 4 layers, 1/2 in. thick Optional 4 2-1/2 2-1/2 2 layers, 3/4 in. thick 2 in. CGC INC — 1/2 in. thick Type C, IP -X2 or IPC -AR; WRC, 5/8 in. thick Type AR, C, IP -AR, IP-Xl, IP -X2, IPC -AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP -X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP -X2, IPC -AR or WRC; 5/8 in_ thick Type SCX, SGX, SHX, WRX, IP - X1, AR, C, WRC, FRX-G, IP -AR, IP -X2, IPC -AR ; 3/4 in. thick Types IP -X3 or ULTRACODE USG MEXICO S A DE C V — 1/2 in. thick Type C, IP -X2, IPC -AR or WRC; 5/8 in. thick Type AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP -X3 or ULTRACODE When Item 7B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 6. One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 6. 5A. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 6. CGC INC — Type SHX. UNITED STATES GYPSUM CO — Type FRX-G, SHX. USG MEXICO S A DE C V — Type SHX. 5B. Gypsum Board* — (Not Shown) - As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 in or 3A in. thick products are specified. For direct attachment only to steel studs Item 2B, (not to be used with Item 3) - Nom 5/8 in. or 3/4 in. may be used as alternate to all 5/8 in. or V4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 in. or 3A in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to 20 MSG steel studs Item 2B with 1-1/4 in, long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 11) or Lead Discs or Tabs (see Item 12). RAY -BAR ENGINEERING CORP — Type RB-LBG 5C. Gypsum Board* — (For Use With Item 2C) Rating Limited to 1 Hour. 5/8 in. thick, 48 in. wide, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. (Vertical Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. Vertical joints are to be centered over studs and staggered one stud cavity on opposite sides of studs. (Horizontal Application) - The gypsum board is to be installed on each side of the studs with 1 in, long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. All horizontal joints are to be backed as outlined under section VI of Volume 1 in the Fire Resistive Directory. CGC INC — Type SCX. UNITED STATES GYPSUM CO — Type SCX, SGX. USG MEXICO S A DE C V — Type SCX. 5D. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 48 in. wide, applied vertically or horizontally. Secured as described in Item 6. For use with Items 1 and 2 only. UNITED STATES GYPSUM CO — Type USGX. 5E. Gypsum Board* — (Not Shown) - (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are speed, For direct attachment only to steel studs Item 2B, not to be used with Item 3). Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 (or No. 6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco 5F. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1G and 2F and limited to 1 Hour Rating only, Gypsum panels with beveled, square or tapered edges, applied vertically, and fastened to the steel studs with 1 in. long Type 5 screws spaced 8 in. OC along vertical and bottom edges and 12 in. OC in the field. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 in. UNITED STATES GYPSUM CO — 5/8 in. thick Type SCX, SGX. 5G. Gypsum Board* — (As an alternate to Item 5) — For use with Items IG and 2F only, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally, as specified in the table below and fastened to the steel studs as described in Item 6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr Min Stud Depth, in. Item 2F No. of Layers & Thickness of Panel Min Thkns of Insulation (Item 4) 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in, thick Optional 3 1-5/8 3 layers, 1/2 in. thick Optional 3 1-5/8 3 layers, 5/8 in, thick Optional 4 1-5/8 4 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 1/2 in. thick Optional CGC INC — 1/2 in. thick Type C, IP -X2 or IPC -AR;, 5/8 in. thick Type AR, C, IP -AR, IP -XS, IP -X2, IPC -AR, SCX, SHX, or; 3/4 in. thick Types IP -X3 or ULTRACODE UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP -X2, IPC -AR or; 5/8 in. thick Type SCX, SGX, SHX, IP -X1, AR, C, , FRX-G, IP -AR, IP -X2, IPC -AR ; 3/4 in. thick Types IP -X3 or ULTRACODE USG MEXICO S A DE C V — 1/2 in. thick Type C, IP -X2, IPC -AR or; 5/8 in. thick Type AR, C, IP -AR, IP -X2, IP -X2, IPC -AR, SCX, SHX, or; 3/4 in. thick Types IP -X3 or ULTRACODE 5H. Gypsum Board* — (Not Shown) - As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 or 3/4 in thick products are specified. For direct attachment only to steel studs Item 2B, (not to be used with Item 3) - Nom 5/8 or 3/4 in. may be used as alternate to all 5/8 or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to 20 MSG steel studs Item 2B with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 11A) or Lead Discs (see Item 12A). MAYCO INDUSTRIES INC — Type X -Ray Shielded Gypsum 5I. Gypsum Board* — (As an alternate to Item 5) - Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges installed as described in Item S. Steel stud minimum depth shall be as indicated in Item S. CGC INC — Type ULX UNITED STATES GYPSUM CO — Type ULX USG MEXICO S A DE C V — Type ULX 6. Fasteners — (Not shown) — For use with Items 2 and 2F - Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 7). Single layer systems., 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer.Three-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four -layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 In. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. 6A. Fasteners — (Not shown) —For use with Item 2A - Type S or S-12 steel screws used to attach panels to studs (Item 2A). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8- 1/2 in. OC with additional screws 1 in. and 2-1/2 in. from edges of the board when panels are horizontally. or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems applied vertically: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer. Two layer systems applied horizontally: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC starting 8 in. from each edge of the board with an additional screw placed 1-1/4 in. from each edge of the board. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC starting 8 in. from each edge of the board with an additional screw placed 1-1/4 in. from each edge of the board with screws offset 8 in. from first layer. Three -layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in, long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. For all layers, an additional screw shall be placed 1-1/4 in. from each edge of the board. Four -layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in_ thick panels, spaced 24 In. OC. Third layer- 2-1/4 In. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. For all layers, an additional screw shall be placed 1-1/4 in. from each edge of the board. 7. Furring Channels — (Optional, not shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item 5A and 5E. 7A. Framing Members* — (Not Shown) — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. RSIC-1 clips secured to studs with No. 8 x 1-1/2 in. minimum self - drilling, S-12 steel screw through the center grommet. RSIC-V clips secured to studs with No. 8 x 9/16 in. minimum self -drilling, S-12 steel screw through the center hole. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC — Types RSIC-1, RSIC-V. 7B. Framing Members* — (Optional, Not Shown) — As an alternate to Item 7, for single or double layer systems, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels — Formed of No. 25 MSG gals steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item S. Two layers of gypsum board attached to furring channels as described in Item 5. Not for use with Item SA and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Ba) to one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into Clips. KINETICS NOISE CONTROL INC — Type Isomax 7C. Framing Members* — Optional - Not Shown - Used as an alternate method to attach resilient channels (Item 7). Clips attached at each intersection of the resilient channel and the steel studs (Item 2). Resilient channels are friction fitted into clips, and then clips are secured to the steel stud with min. 1 in. long Type S-12 steel screws through the center hole of the clip and the resilient channel flange. KEENE BUILDING PRODUCTS CO INC — Type RC Assurance. 7D. Framing Members* — (Not Shown) — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in, wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self - drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. PLITEQ INC — Type GENIECLIP 8. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 9. Siding, Brick or Stucco — (Optional, not shown) — Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 10. Caulking and Sealants* — (Optional, not shown) — A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO — Type AS 11. Lead Batten Strips — (Not Shown, For Use With Item 5B) - Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item SB) and optional at remaining stud locations. Required behind vertical joints. 11A. Lead Batten Strips — (Not Shown, For Use With Item SH) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.0625 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 6) and optional at remaining stud locations. 12. Lead Discs or Tabs — (Not Shown, For Use With Item SB) - Used in lieu of or in addition to the lead batten strips (Item 11) or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 5B) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". 12A. Lead Discs — (Not Shown, for use with Item SN) Max 5/16 in. diam by max 0.0625 in. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.9% meeting the Federal Specification QQ-L- 201f, Grade "C". 13. Lead Batten Strips — (Not Shown, For Use With Item 5E) Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type 5-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5E) and optional at remaining stud locations. 14. Lead Tabs — (Not Shown, For Use With Item 5E) 2 in. wide, 5 in. long with a max thickness of 0.142 in. Tabs friction - fit around front face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a screw (that secures the gypsum boards, Item 5E) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary. *Bearing the UL Classification Mark Last Updated on 2011-12-09 Guestions? Print this paue Notice of Disclaimer Pae Too CE) 2012 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL' must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2012 UL LLC". 4iCCRCO M FG, INC. - 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. American Welding Society (AWS).a. AWS D1.1 "Structural Welding Code - Steel."b. AWS D1.3 "Structural Welding Code - Sheet Steel." 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: 0360. F. Exterior Walls: Lateral deflection of: 0600. G. Interior Load -Bearing Walls: Lateral deflection of: U240. H. Interior Load -Bearing Walls: Lateral deflection of: U360 Interior Load -Bearing Walls: Lateral deflection of. U600. 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. 2 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 Tei: 803-684-5544; Fax: 803-684-2091; Email: tech nical(a)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). 2.2 COMPONENTS A. Structural Studs: Cold -Formed galvanized steel C -studs. 1. Flange Length: 15/8 inch (41mm) 162 flange. 2. Flange Length: 2 inch (51mm) 200 flange. 3. Flange Length: 2-1/2 inch (64mm) 250 flange. 4. Flange Length: 3 inch (76 mm) 300 flange. 5. Flange Length: 3-112 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. 10 17 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: 3 518 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: 13 1/2 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 Y2 , 3-50, 4", 6" & 8". 2. Size: Gauge from 33 mil (20ga.) thru 68 mil (14ga.) 3. Leg Length: 2'/z inch 4. Size: As required by design. 5. UL listed assembly. E. U -Channel (CRC Cold Rolled Channel): 1. Size: 150U50-541-1/2" (38mm) 54mils (16ga.). 2. Size: 075050-54 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: 150F125-431-1/2" (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. 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. 7 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 H Submittal Sheet 09250 Sheetrock Gypsum Panels al -101 ReEct-I F Cofl, uores r& e Quality interior wall and ceiling panels at low cost — Fire-resistant dry construction — Quick installation and decoration — Score and snap easily — Resist cracking and warping — Specialized types for all systems Description SHEEmoCK® brand gypsum panels are factory -fabricated, composed of a fire-resistant gypsum core encased in heavy natural -finish face paper and strong liner paper on the back side. The face paper is folded around the long edges to reinforce and protect the core, and the ends are square -cut and finished smooth. Long edges of panels are tapered, allowing joints to be reinforced and concealed with a USG joint treatment system. SHEEmOCK gypsum panels are available with three core types for standard construction uses. Regular core With a regular core, available in three thicknesses for specific purposes. 1/2" Panels Recommended for single -layer application in residential construction. s/s^ Panels Lightweight, applied principally in the double-wall system over wood framing, and in repair and remodeling. 1/47 Panels lightweight, low-cost, utility gypsum panels, used as base layer for improving sound control in double - layer steel and wood -stud partitions, and for use over old wall and ceiling surfaces. Also for forming curved surfaces with short radii. FIBEcoDE® Care 5/s" Type x Gypsum Panels Provide additional fire resistance over regular panels. Fincom C Core 1/2" and 51W Type C Gypsum Panels Specially formulated mineral core provides fire resistance superior to that offered by FIRECODE Core gypsum panels. Limitations 1. Avoid exposure to sustained temperatures exceeding 125 `F (52 `C). 2. Avoid exposure to excessive, repetitive or continuous moisture before, during and after installation. Eliminate sources of moisture immediately. 3. Non-loadbearing. 4. Fire -resistance ratings achieved when assembled in accordance with UL designs. Finishing and For high-quality finishing results, USG recommends the following products: Decorating — SHEETRocO ready -mixed joint compounds — SHEEmocK8 setting -type joint compounds — SHEEMOCO joint tape — SHEEmocO First Coat primer — SHEETROCK'" paper -faced metal bead and trim — SHEEmocO TUFF -HIDE" primer -surfacer Painting products and systems should be used which comply with recommendations and requirements in Appendixes of ASTM C840. For priming and decorating with paint, texture or wall covering, follow manufacturer's directions for materials used. All surfaces, including applied joint compound, must be thoroughly dry, dust -free, and not glossy. Prime with SHEEIAOCK First Coat primer or with an undiluted, interior latex flat paint with high -solids content. Allow to dry before decorating. To improve fastener concealment, where gypsun- panel walls and ceilings will be subjected to severe artificial or natural side lighting and be decorated with a gloss paint (egg shell, semi -gloss or gloss), the gypsum panel 94 surface should be skim coated with joint compound. This equalizes suction and texture differences between the drywall face paper and the finished joint compound before painting. As an alternative to skim coating, or when a Level 5 finish is required, use SHEEMOCR TuFF HIDE' primer -surfacer. Product Data size: 1/4", 3/8",112" and 5/8" x 48" wide; 8'-14' long. 1/2" and 5/8" also available in 54" wide. Weight 1/4!'— 1.2 lbs/sf; 3/8" —1.4 lbs/sf;1/2" —1.6 lbs/sf; 5/811— 2.2 lbs/sf. Thermal Resistance "R": For 1/2" thickness: 0.45 "F x ft.2 x h/Btu (0.08 K x mem. Thermal: Coefficient of Expansion: unrestrained: 40-100 °F (4-38 °C): 9.0 x 10-1infn./oF (16.2 x 10-6 mm/mm/°C) (16.2 pm/rrdOC) Hygrometric Coefficient of Expansion: unrestrained: 5-9016 r.h. 7.2 x 10-6 In.iMA r.h. (7.2 x 1V mm/mm/% r.h.) (7.2 pm/rN% r.h.). Packaging: 2 panels per bundle. Test Data Surface Burning characteristics: Flame spread 15, smoke developed 0. Maximum Frame Spacing Direct Application Panel thicknessnr Location Application methodp) Max. frame spacing o.c. Drywall Construction in. mm in. mm Single -Layer 3/8 9.5 ceilingsP perpendicular" 16 406 paragel0i 16 406 112 12.7 ceilings perpendicular 24,.", 610 paralleN' 16 406 sidewalls parallel or perpendicular 24 610 parallelk' 16 406 518 15.9 ceilings, perpendicular 24 610 sidewalls parallel or perpendicular 24 610 Double -Layer 3/8 9.5 cenlingsn perpendicular 16 406 sidewalls perpendicular or parallel 241n 610 1/2 and 5/8 12.7 and 15.9 ceilings perpendicular or parallel 24'a 610 sidewaiis perpendicular 249 610 (1) 518" lhicknem is recommended for the finest single -layer construction, providing increased resistance to fire and transmission of sound, 1 /2' for single -layer application in new residential construction and remodeling and 30 for repair and remodeling over existing surfaces. (2) Long edge position relative to framing. (3) Not recommended below unheated spaces. (4) Not recommended If water-based texturing material is to be applied. (5) Max. spacing 16" d water-based texturing material is to be applied. (6) If 1/2' SHLuRocC, interior ceiling board is used in place of gypsum panels, max. spacing is 24' o.c. for perpendicular application with weight of unsupported insulation not exceeding 1.3 psi.,16" o.c. with weight of unsupported insulation riot exceeding 2.2 psi. P) Adhesive must be used to laminate 318' board for douar`fayer ceilings. (8) Max spacing 16" o.c. if fin: rating required. Compliance Submittal lob Name Approvals: Contractor Meets ASTM C1396. Trademarks Note The following trademarks Products described here used herein are owned may not be available in all by United States Gypsum geographic markets. Consult Company or a related your U.S. Gypsum Company company: DURABOND, EASY sales office or representative SAnO, BREcom SHEEmocK, for information. Tuff HioE. Notice We shall not be liable for incidental and consequential damages, directly or indirectly sustained, nor for any loss caused by application of these goods not in accordance with current printed instructions or for other than the intended use. Date Our liability is expressly limited to replacement of defective goods. Any claim shall be deemed waived unless made in writing to us within thirty (30) days from date it was or reasonably should have been discovered. Safety First! Follow good safety and industrial hygiene practices during handling and installation of all products and systems. Take necessary precautions and wear the appropriate personal protective equipment as needed. Read material safety data sheets and related literature on products before specification and/or installation. Manufactured by 800 USGAYOU (874-4968) W91473/rev. 1-07 tq United States Gypsum company usg.com C 2007• United States Gypsum company 550 West Adams Street Printed in U.S.A. Chicago, IL 60661 $energy ° 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 DefenseTA° Platinum sheathing, GreenGlass® sheathing, eXP' sheathing, GlasRoc® sheathing, Securock— glass -mat sheathing, and DensGlass® 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. MIN a BASF We create chemistry S 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 (160°F). 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 fxl. 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: Submit ftwol 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. Senelrflex 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 101 43 361 [01 43 391. 2. Construct one field sample panel for each color and texture, [x] [metersl [feetl 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 [maul [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) ASTM 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 ASTM E330 Concrete or masonry, designed Average ultimate loadsz: 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 Testinq 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 3. Resist vertical spread of flame Passed with various wall assemblies FLEXGUARD 4 —Large 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. 500E of sand falling 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 & (formerly 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 Testinq 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 & Small Missile Passed with various wall assemblies FLEXGUARD 4 —Large ASTM E2486 25-49 inch -lbs. (2.8-5.6 j) Pass (formerly EIMA 101.86 INTERMEDIATE 6 ASTM E2486 25-49 inch -lbs. (2.8-5.6 j) 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 (01 66 001 f 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. Senerflex Classic PB Wall System 1.07 PROJECT/SITE CONDITIONS A. Do not apply SENERFLEX CLASSIC PB in ambient temperatures below 4'C/40°F (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 40C/40'F (10oC/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 4°C/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 E/FS 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 sheathing 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 II 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, Il, or 1/I1, 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 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.IW; 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 41 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./ft3; 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 4'). g. Length and width: tolerance of plus or minus 1.6 mm (1/16"). 3. QR polyisocyanu rate insulation board: Quik -R by Dow: or Stucco -Shield II by Atlas Roofing 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 coag 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 creatinq 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 antiquing stain product used to impart an 'old world' mottled look to textured finishes. 2.03 ACCESSORIES A. 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 0") minimum penetration into masonry. e. Wood framing: (Type W fastener and plate system 16 mm (5/8") minimum penetration into framing.l or [Galvanized common nails with Wind -lock ULP-302 plates 25.4 mm 0") 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 (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 (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: (Type W bugle head screws; screws shall penetrate framing 16 mm (5/8") minimuml or fgalvanized 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 fxl. 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 DensGlasse 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. Speciality 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 sheathina 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 (11 minimum penetration into masonry. e. Wood framing: (Type W fastener and plate system; 16 mm (5/8") minimum penetration into framing.l or [Galvanized common nails with Wind -lock ULP-302 plates; 25.4 mm (1") minimum penetration into framing. 5. QR polyisocya n 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 (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 (11 minimum anchor penetration into framing. e. Wood framing: [Type W bugle head screws: screws shall penetrate framing 16 mm (5/8") minimuml or rgalvanized 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'/z') 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 15 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 (3/") nap roller, or good quality latex paint brush at a rate of approximately 3.6-6.1m2 per liter (150-250 ftz 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)_x1. B. Clean adjacent surfaces and remove excess material, droppings, and debris. 3.06 PROTECTION Protect finished work under provisions of Section (01 76 001 (xl. 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. Senergya 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 BASF The Chemical Company Senergy e TYPICAL SENERFLEX WALL SYSTEM APPLICATION TYPICAL AESTHETIC REVEAL FRAMING' ACCEPTABLE SHEATHING' SENERGY ADHESIVE I BASE COAT APPLIED TO EPS INSULATION BOARD APPROVED EPS INSULATION BOARD SENERGY LAMINA SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT WRAP $ENERGY BASE COAT AND SENERGY REINFORCING MESH C by a ts) PB -01 0310 HB -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 corner of rough openings. i TYPICAL WINDOW HEAD (FLUSH) 1 FRAMING' ACCEPTABLE SHEATHING' SENERGY ADHESIVE I BASE COAT APPLIED TO EPS INSULATION BOARD APPROVED EPS INSULATION BOARD BOARD r; SENERGY LAMINA: iu SENERGY BASE COAT ! SENERGY REINFORCING MESH y r- _. - - SENERGY FINISH COAT SENERGY FINISH COAT WRAP SENERGY BASE COAT AND r. WRAP SENERGY BASE COAT AND - SENERGY REINFORCING MESH BACKER ROD AND SEALANT' WINDOW r by othem) F. -TIM, 1 TYPICAL WINDOW HEAD (RECESSED) PB -04 0310 FRAMING' ACCEPTABLE SHEATHING SENERGY ADHESIVE 1 BASE COAT APPLIED TO EPS INSULATION BOARD APPROVED EPS INSULATION BOARD r; SENERGY LAMINA ! SENERGY BASE COAT y r- _. - - SENERGY REINFORCING MESH SENERGY FINISH COAT WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH - BACKER ROD AND SEALANT' WINDOW r by others) PB -04 0310 Senergy TYPICAL WINDOW JAMB (FLUSH) PB -05 0310 TYPICAL WINDOW JAMB FRAMING' ACCEPTABLE SHEATHING SENERGY ADHESIVE 1 BASE COAT APPLIED TO EPS INSULATION BOARD —�--APPROVED EPS INSULATION BOARD WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH y`Y SENERGY REINFORCING MESH SENERGY LAMINA: r * r. SENERGY BASE COAT } SENERGY REINFORCING MESH k f ,t SENERGY FINISH COAT BACKER ROD AND SEALANT' a ` J, SENERGYASAP by others) BACKER ROD AND SEALANT* ., " - WINDOW' by others) PB -05 0310 TYPICAL WINDOW JAMB 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 I , APPROVED EPS INSULATION BOARD SENERGY LAMINA: SENERGY BASE COAT w SENERGY REINFORCING MESH SENERGY FINISH COAT r * r. WRAP SENERGY BASE COAT AND " r f SENERGY REINFORCING MESH BACKER ROD AND SEALANT' a ` J, WINDOW• 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 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. 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' (• by others) PB -07 0310 TYPICAL WINDOW SILL (RECESSED) WINDOW' PAN FLASHING w/ END DAMS' r MIN. 50mm (2' PB -08 0310 f r s'xp SEALANT' WRAP SENERGY BASE COAT AND +r, SENERGY REINFORCING MESH S; •��., SENERGY LAMINA SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT APPROVED EPS INSULATION BOARD ACCEPTABLE SHEATHING (• by others) PB -08 0310 Senergy TYPICAL ROOF EDGE FLASHING TYPICAL PARAPET CAP FLASHING I ROOF SYSTEM _ WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH CLEAT' METAL COPING' ROOF EDGE FLASHING ` CLEAT' l 'x, SEALANT' SENERGY LAMINA: Y' SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY REINFORCING MESH SENERGY FINISH COAT MIN. APPROVED EPS INSULATION BOARD 50mm (2") ACCEPTABLE SHEATHING` � i by others) TYPICAL PARAPET CAP FLASHING I ROOF SYSTEM' METAL COPING' CLEAT' WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH SEALANT` � SENERGY LAMINA: SENERGY BASE COAT SENERGY REINFORCING MESH i SENERGY FINISH COAT APPROVED EPS INSULATION VMIN� BOARD ACCEPTABLE SHEATHING' 50mm (21 C by atom) P8-10 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'x• • 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 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) $ENERGY ASAP WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH SENERGY LIMINA: SENERGY BASE COAT $ENERGY REINFORCING MESH SENERGY FINISH COAT FRAMING' C by ath—) PB -12 0310 Senergyre TYPICAL EXPANSION JOINT AT CHANGE IN SUBSTRATE 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)' — 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' r 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 ACCEPTABLE SHEATHING ACCEPTABLE SUBSTRATE' WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH SENERGY ADHESIVE I BASE COAT APPLIED TO EPS INSULATION BOARD BACKER ROD BSEALANT (WIDTH PER DESIGN)' SENERGY LAMINA: SENERGY BASE COAT t 31 SENERGY REINFORCING MESH SENERGY FINISH COAT �' APPROVED EPS INSULATION BOARD r by others) 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)' — 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' r 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 PB TYPICAL EXPANSION JOINT FRAMING' FRAMING' ACCEPTABLE SHEATHING' SENERGY ADHESIVE / BASE COAT APPROVED EPS INSULATION BOARD APPLIED TO EPS INSULATION BOARD I WRAP SENERGY BASE COAT AND SENERGY LAMINA SENERGY REINFORCING MESH SENERGY BASE COAT `. SENERGY ASAP to ! SENERGY FINISH COAT BACKER ROD & SEALANT (WIDTH WRAP SENERGY BASE COAT AND x its PER DESIGN) ' .'!a '✓'+... WRAP SENERGY BASE COAT AND - PER DESIGN)' SENERGY REINFORCING MESH ' SENERGY ADHESIVE I BASE COAT APPLIED TO EPS INSULATION BOARD SENERGY LAMINA SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT C by others) PB -15 0310 TYPICAL PIPE PENETRATION SEALANT AT PERIMETER OF PENETRATION' WRAP BASE COAT AND SENERGY REINFORCING MESH V by aftrs) PB -16 0310 FRAMING' ACCEPTABLE SHEATHING' SENERGY ADHESIVE / BASE COAT APPLIED TO EPS INSULATION BOARD I APPROVED EPS INSULATION BOARD SENERGY LAMINA SENERGY BASE COAT `. SENERGY REINFORCING MESH to ! SENERGY FINISH COAT WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH ' BACKER ROD & SEALANT (WIDTH - PER DESIGN)' SEALANT AT PERIMETER OF PENETRATION' WRAP BASE COAT AND SENERGY REINFORCING MESH V by aftrs) PB -16 0310 Senergy TYPICAL CORNER MESH TYPICAL LIGHT FIXTURE PB -17 0310 NG' PTABLE SHEATHING iGY ADHESIVE / BASE COAT ED TO EPS INSULATION BOARD JVED EPS INSULATION BOARD W LAMINA: :RGY BASE COAT :RGY REINFORCING MESH :RGY FINISH COAT SENERGY BASE COAT AND IGY REINFORCING MESH ANGE IN SEALANT' HOUSING' FIXTURE SENERGY BASE COAT AND SENERGY REINFORCING MESH r by others) 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 corners. • 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. 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 n; c r SENERGY CORNER MESH EMBEDDED r +} IN SENERGY BASE COAT .. r by others) TYPICAL LIGHT FIXTURE PB -17 0310 NG' PTABLE SHEATHING iGY ADHESIVE / BASE COAT ED TO EPS INSULATION BOARD JVED EPS INSULATION BOARD W LAMINA: :RGY BASE COAT :RGY REINFORCING MESH :RGY FINISH COAT SENERGY BASE COAT AND IGY REINFORCING MESH ANGE IN SEALANT' HOUSING' FIXTURE SENERGY BASE COAT AND SENERGY REINFORCING MESH r by others) 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 corners. • 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 (81 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' (* by yrs) 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 AMINASENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH BACKER ROD & SEALANT (WIDTH PER DESIGN)' FOUNDATION' r by oth—) PB -20 0310 senergy a TYPICAL KICK -OUT FLASHING ACCEPTABLE SHEATHING' APPROVED EPS INSULATION BOARD SENERGY LAMINA: SENERGY BASE COAT SENERGY REINFORCING MESH SENERGY FINISH COAT WRAP SENERGY BASE COAT AND SENERGY REINFORCING MESH ACCEPTABLE SEALANT STEP FLASHING' ROOF SHINGLES • BACKER ROD AND SEALANT KICK -OUT FLASHING (• by others) 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 1001 minimum; seams must be soldered or sealed with appropriate sealant. NOTES '1111�+� 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. 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. 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 any 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 Wail Systems 3550 St. Johns Bluff Road South Jacksonville, FL 32224-2614 Phone 800.221 •9255 Fax 904.996.6300 www.sonergy.basf.com 02010 BASF Construction Chemicals, LLC. Printed in U.S.A. 03/10 Alpha Base Coat 100% acrylic adhesive and base coat Product Bulletin 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 paiq 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 ft2 per pail via ribbon & dab method 2. Embed FLEXGUARD 4: 26 m2 (280 ft2) per pail, Embed INTERMEDIATE 12: 18.5 m2 (200 ft2 per pail, Embed HI -IMPACT 20 & FLEXGUARD 4:14.8 m2 (160 ft2 per pail 3. Adhere EPS insulation board to substrate and embed FLE)(GUARD 4:11.1 m2 (120 ftp 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 DefenseTM' Platinum sheathing, GreenGlass® sheathing, eXP'm sheathing, GlasRoc® 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. 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 SENERFLEX, SENTURION I, ll, AND III, SENERGY CEMENT -BOARD STUCCO System and all Senergy Surfacing Systems to embed CORNER MESH and SENERGY REINFORCING MESH. Senergy e 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 BASF 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 to 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, drypplace protected from freezing. Store at no less than 4°C (40W 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 (40°9. 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 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: 888.338.7170 F: 904.996.6300 www.senergy.basf.com 0 2016 BASF Corporation rev 160426 Senergy Reinforcing Mesh Balanced, open -weave glass fiber reinforcing mesh 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. USES 1. For use with all SENERFLD( Wall Systems and SENTURION Wall Systems, SENERGY Surfacing Systems and SENERGY Cement -Board StuccoTm 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 Comer Mesh: Install CORNER MESH at exterior corners. Apply mixed Base Coat to insulation board at outside comers. Immediately embed the CORNER MESH into the Base Coat by troweling from the corner; butt edges and avoid wrinkles. After Base Coat is dry P and hard, apply a layer of FLEXGUARD 4, INTERMEDIATE 6 or 12 Reinforcing Mesh over the entire surface of the CORNER MESH, Rexguard 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 FLEXGUARD 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 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 corners and rough openings. Immediately place and center 4" or 9" SHEATHING FABRIC over wet SENERSHIELD-R or SENERSHIELD-VB at outside corners 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°F) 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 8,5 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/yd) +/- 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/yd) +/- 5% Fabric Count: 6 x 5 Packaging: 96.5 cm x 45.7 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/yd2) +/- 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 corners. 3. An application of STRONG 15 requires a continuous and lapped FLEXGUARD 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/yd2) +/- 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 corners when added impact resistance or clean, crisp corners are desired. CORNER MESH is pre -marked for easy bending. An overlay of FLEXGUARD 4, INTERMEDIATE 6 or 12 is required when CORNER MESH is used. Weave: Plain or Hurl Weight: 304 g/m2 (9.0 oz/yd) +/- 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/yd2) +/-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: 102 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 - Wail Systems 1 3550 St Johns Bluff Rd South Jacksonville, Florida 32224 P: 800.221.9255 F: 904.996.6300 www.senergy.basf.00m 0 2016 BASF Corporation rev 160427 Senergy® Senerflex Finishes PRODUCT BULLETIN 1021095 Description 100% acrylic polymer finishes with advanced technology to improve long-term performance and dirt pick-up resistance. Colors & Textures 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) Coverages 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 ft) per pail Fine Finish: 13 m2 (140 ft) per pail Sahara Finish: 11.1 m2 (120 ft2) per pail Texture Finish: Coverage varies depending upon application. BASF The Chemical Company Senerflek Finishes Rne 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 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. t Rne 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 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. Uses 1. Provides an aesthetically pleasing surface color and texture for the Senergy® 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, Mixing 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 �J f Integral color Reduces maintenance and recoating c. 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 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 m2 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 posslbilily of Base Coat read -through with color #330 Maxi -White in CLASSIC and BELGIAN LACE, we recommend the use of Tinted Primer. Base Coat read -through with CLASSIC or BELGIAN LACE Finish in Maio -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°F) 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 Finish Coat color with a light reflective value (I-1314 of 20% or higher. The use of dark colors "V less than 20%) is not recommended with EIFS that incorporate expanded polystyrene (EPS). EPS has a sustained service temperature limitation of approArnatey 160T (71°C). Finishes n rflex-1 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: 73 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 B117 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 Cai On one and two-family residential framed Contains silica, CyStalllne 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 io of lineial silica. NTP and IARC recognize respirable crystalline silica as a suspected human carcinogen. water managed EIFS, ccomommerrcc Senerflee Wall systems Integrating The exposure to crystalline silica during the normal use of this product will be little or none. moisture management features, Senergy Precautlons Stucco Wall System, 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 poorly ventilated area, use NIOSH/MSHA 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. Ali 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 RrSt Ald 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 so and 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 Pp P Ys p for a more detailed discussion h this topic. Consult BASF Wall Systems Technical vomits, place him/her in the recovery position. Never give anything by mouth to an 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 www.senergy.cc for additioio nall 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 Content 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 medical emeMendes only call chert rec at (800) 424-9300. property rights, a patent rights. In particular, BASF disclaisclaimss all CONDITIONS AND WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES OF FITNESS FOR A PAIS U AR 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, FL 32224-2614 Phone 800 • 221 • 9255 Fax 904 • 996 • 6300 www.senergy.cc 02006 BASF Wall Systems. Printed in U.S.A. 08/06 511/521/522 ALUMINUM DOOR SYSTEMS INDUSTRY LEADING COMMERCIAL & INDUSTRIAL SOLUTIONS General features and benefits - Models 511/521 ® 1 3/4" (45 mm) thick, corrosion -resistant 6063-T6 aluminum sections with galvanized fixtures and hinges promotes durability and trouble-free operation 1/4" (6 mm) diameter through -rods on all stiles and rails enhances strength and sturdiness Top-quality materials, excellent field service and optional maintenance program contribute to extended door life, low maintenance costs and maximum productivity Glazing choices include DSB glass, acrylic, tempered glass, clear polycarbonate, multi -wall polycarbonate, wire glass, Low E, Lexan and laminate Standard clear anodized finish for low -maintenance and corrosion -resistance Optional finishes include a wide range of powder coat colors offering an attractive and durable finish a Manual pull rope operation with optional chain hoist or electric motor operator Q Available in approximately 200 RAL powder coat colors to match the aesthetic and design of your project. This color optional upgrade includes a hardening additive that provides an attractive and durable finish and easy -to -clean surface. Cover image: Model 521, Clear anodized finish with Clear glass. ALUMINUM DOOR SYSTEMS R General features and benefits - Model 522 O Frameless design —the ultimate sleek and modern aluminum full -view door 6 Vinyl seals between the sections and the flexible bottom seal help to minimize air flow ea Large glass panels, mounted to the front of the door, allow maximum light and visibility 1 3/8" thick aluminum section with patent pending design for long life and durability ® 21/4" integrated reinforcing rib on upper intermediate rail for doors 10'3" wide and over m Meets ASHRAE 90.1 and IECC® air infiltration requirements with a third -party tested value of less than 0.4 cfm/ft2 a Meets California Code of Regulation, Title 24 air infiltration requirements with a third -party tested value of less than 0.3 cfm/ft2 www.overheaddoor.com 3 4INum DOOR S NNIM-5 rdd ME ALUMINUM DOOR SYSTEMS MODELS 511/521/522 offer an attractive solution for commercial and industrial applications where visual access, light infiltration and aesthetics are key design considerations. &odei 521, Clear anodized finish with Clear glass MR, MODELS 511/521/522 Iwo Now !ME Iwo 11"I I EsUFA Standard features at a glance Panel thickness 1 3/4" (45 mm) Maximum standard width 167" (6147 mm) Maximum standard height 16'1 " (4902 mm) Material 6063-T6 aluminum Standard finish 204R-1 clear anodized Center stile width 21/32" (17 mm) End stile width 2 3/4" (70 mm) Top rail width 2 3/8" (60 mm) or 33/4" (95 mm) Top intermediate rail width 3/4" (19 mm) Bottom intermediate rail width 1/8" (16 mm) Bottom rail width 2 3/8" (60 mm) or 3 3/4" (95 mm) or 41/2" (114 mm) Weatherseals Bottom, flexible PVC Standard springs 10,000 cycle Track 2" (51 mm) Mounting Angle Operation Manual pull rope Hinges and fixtures Galvanized steel Lock Galvanized, interior -mounted single unit Color palette Approximately 200 RAL powder coat finishes are available ,m Warranty 12 -month limited; 3 -year powder coat finish �• r Glazing options*: 1/8" (3 mm) DSB; 1/8" (3 mm) or 1/4" (6 mm) acrylic; 1B" (3 mm) or 1/4" (6 mm) tempered; 1/8" (3 mm) or 1/4" (6 mm) clear polycarbonate; 1/4" (6mm) and 3/8" twin -wall polycarbonate, 5/8" triple -wall polycarbonate; 1/4" (6 mm) 3/8" (10 mm) and 5/8" (16 mm) twin -wall polycarbonate, triple -wall polycarbonate 1/4" (6 mm) wire glass; 12" (12 mm) insulated glass Electric operator or chain hoist Bottom sensing edge 3" track Bracket mounting (not available on full vertical door tracks) Higher -cycle springs in 25k, 50k, 75k, 100k cycles Chain hoist Posi-tension drums Door width to 9'2" (2794 mm) 9'3" to 11'11" (2819 mm to 3632 mm) 12'0" to 14'11" (3658 mm to 4547 mm) 15'0" to 16'2" (4572 mm to 4928 mm) Number of panels 2or3 3 4 5 Door height to 8'6" (2591 mm) 87" to 10'1" (2616 mm to 3073 mm) 10'2" to 12'1" (3099 mm to 3683 mm) 12'2" to 141" (3708 mm to 4293 mm) 14'2" to 16'1" (4318 mm to 4902 mm) www.overheaddoor.com Number of sections 4 5 6 7 8 7 LUMINUM,'-kTkT#TV4T;747k7 MODEL 521 ALUMINUM SECTIONAL I 11 ALUMINUM DOOR SYSTEMS S 2: ,1 is appropriate for environments where maximum light infiltration g rll�iiif and/or visual access is required. Designed to fit openings up to 26'2" (7976 mm) wide and 20'1" (6121 mm) high, the 521 Model features a wide, 2 11/16" (68 mm) center stile, a 2 3/8" (60 mm) or 3 3/4" (95 mm) top rail, and 3 3/4" (95 mm) or 4 1/2" (114 mm) bottom rail. A variety of glazing choices, finishes and special options are available. + ��''��t�; ��) ��i����i�i�i�i���i�a�l�i�it����i���i��a����Jllillllllll►�, ��IILIll11i1111111�!' t 7f' �'Tf�) 1r�yl;f hili tl{ IIR'; +Ila moi::: Model 521, White powder coat R . finish and Clear glass. as Standard features at a glance Section thickness 1 3/4" (45 mm) Maximum standard width 26'2" (7976 mm) Maximum standard height 20'1 " (6121 mm) Material Extruded 6061-T6 aluminum Standard finish 204R-1 clear anodized (painted white at no charge) Center stile width 2 11/16' (68 mm) End stile width 3 5/16" (85 mm) Top rail width 2 3/a" (60 mm) or 3 3/4" (95 mm) Top intermediate rail width 2 1/a" (54 mm) Bottom intermediate rail width 1 19/32" (40 mm) Bottom rail width 3 3/4" (95 mm) or 4 1/z" (114 mm) Weatherseals Bottom, flexible PVC Standard springs 10,000 cycle Track 2" (51 mm) Mounting Angle Operation Manual pull rope Hinges and fixtures Galvanized steel Lock Galvanized, interior -mounted single unit Color palette Approximately 200 RAL powder coat finishes MW" Warranty 12 -month limited; 3 -year powder coat finish Optional polyurethane insulation for stiles and rails up to 18'2" wide 1/2" insulated glazing unit D.. DSB- clear, tempered, obscure 2.87 Clear polycarbonate 2.93 DSB - Solar Bronze 3.17 DSB - Low E coating 3.43 SolarBan 70XL argon filled I 4.09 1/4" thick unit 2.75 3/8" thick unit 3.21 5/8" thick unit 3.48 3/8" EPS solid panels 1 2.60 Polyurethane filled rails and stiles *R -value: Overhead Door uses a calculated door section R -value for our insulated doors. Glazing optionst: 1B" (3 mm) DSB; 1/8" (3 mm) or 1/4" (6 mm) acrylic; 1/8" (3 mm) or 1/4" (6 mm) tempered; 1/8" (3 mm) or 1/4" (6 mm) clear polycarbonate; 1/4" (6mm) and 3/8" twin -wall polycarbonate, 5/8" triple -wall polycarbonate; 1/4" (6 mm) 3/8" (10 mm) and 5/8" (16 mm) twin -wall polycarbonate, triple -wall polycarbonate 1/4" (6 mm) wire glass; 12" (12 mm) insulated glass Electric operator or chain hoist Bottom sensing edge 3" track Bracket mounting (not available on full vertical door tracks) Higher -cycle springs in 25k, 50k, 75k, 100k cycles Exhaust ports tContact your local Overhead Door Distributor for special glazing requirements. Verify 1/ Door width to 87" (to 2489 mm) 8'3" to 12'2" (2515 mm to 3708 mm) 12'3" to 16'2" (3734 mm to 4953 mm) 16'3" to 19'2" (4978 mm to 5842 mm) 19'3" to 20'11" (5867 mm to 6375 mm) 21'0" to 23'11" (6401 mm to 7290 mm) 24'0" to 26'2" (7315 mm to 7976 mm) Number of panels 2 3 4 5 6- 8­ 10** **8**10** Four -section pass door Wind load and impact rated door available Posi-tension drums Bronze anodization Powder coat finish Pass door 1" (6 mm) glass applications with factory. Door height to 8'6" (2591 mm) **Special construction. Consult your local Overhead Door Distributor for additional information. 87" to 10'1" (2616 mm to 3073 mm) 107" to 12'1" (3099 mm to 3683 mm) 127 to 147" (3708 mm to 4293 mm) 14'2" to 16'1" (4318 mm to 4902 mm) 16'2" to 181 " (4928 mm to 5512 mm) 18'2" to 20'1 " (5537 mm to 6121 mm) www.overheaddoor.com Number of sections 4 5 6 7 8 9 10 I - UMINUM DOOR SY! ALUMINUM DOOR SYSTEMS MODEL 522 This aluminum full -view door is ideal for restaurants, auto dealerships and any application where the door needs to integrate seamlessly with the aesthetics of the building. I,.; OR S Standard features at a glance Max width 187" (5486 mm) Max height 14'1" (4318 mm) Section width 1 3/e" Top and bottom rails with 3'/z" wide, lower Rails intermediate rail 1 3/8", upper rail 1 sh", minimum wall thickness 0.062" Stiles Single end stiles are 3'/2" wide, center stile 3" wide, minimum wall thickness 0.062" Springs 10,000 cycles Provide track as recommended by Track manufacturer to suit loading required and clearances available Warranty One (1) Year Limited Options Springs: 25,000, 50,000, 75,000 or 100,000 cycles Weather stripping: jamb and header seals White or Black powder coat track Glass options Opaque White Opaque Black Mirrored Gray Mirrored Bronze Translucent Black Structure options Powder Coat Finishes Anodized Finishes 1 11 - 1 11 1 0 _. N N White Black Bronze Black Bronze Actual colors may vary from brochure due to fluctuations in the printing process. Always request a color sample from your Overhead Door Distributor for accurate color matching. Aluminum and glass pairing White Powder Coat Opaque White Black Powder Coat / Bronze Powder Coat ! Opaque Black / Mirrored Gray / Mirrored Bronze / Black Anodized / Bronze Anodized Translucent Black Each door is unique and built to order, therefore a slight deviation in glass alignment is possible. These doors may become hot to the touch in sustained hot weather. See website for door sizes, section selection and other details. ILUMINUM DOOR SYST Track detail Any of the following track configurations can be selected for 511, 521 and 522 Aluminum door models. O.H.-Opening height L.C.-Lift clearance D.H.-Door height Standard lift track Lift clearance track x_,. ... Full vertical track Backroom - Openinq Height + 18' Track AssemblyHorizontal Track Support cs Vertical Track Assembly 6 Brackets 2" (51 mm) Track [115" (381 mm) radius] Door heightCenterline of shaft Minimum headroom Thru 12'0" (3658 mm) O.H. + 11 5/8" (295 mm) 141/4" (362 mm) Thru 16'0" (4877 mm) O.H. + 12 5/8"(321 mm) 201/2" 1521 mm) 3" (76 mm) Track [15' (381 mm) radius] Thru 18'0" (5486 mm) O.H. + 14 5/8" (372 mm) 18" (457 mm) Thru 32'0" (9754 mm) I O.H. + 16 7/8" (429 mm) 21 1/2" (546 mm) Badk oom = Opening Height- Lift aearance +26' 2" (51 mm) Track [15" (381 mm) radius] Door height Centerline of shaft Minimum headroom Thru 12'0" (3656 mm) O.H. + LC. + 5 5/8" (143 mm) LC.+83/4" (222 mm) Thru 16'0" (4877 mm) O.H. + L.C. + 5 5/8" (143 mm) L.C.+ 11 1/4" (286 mm) 311 (76 mm) Track [75" (381 mm) radius] Thru 22'0" (6706 mm) O.H. + L.C. + 6 5/8" (168 mm) L.C.+ 11 1/2" (292 mm) Thru 32'0" (9754 mm) O.H. + LC. +6 5/8" (168 mm) LC.+ 121/4" (311 mm) m x E i 6i — Vertical Track Assembly —Jamb Brackets 2" (51 mm) Track [15" (381 mm) radius] Door height Centerline of shaft Minimum headroom Thru11'0"(3353mm) O.H.+O.H.+3/8"00mm) O.H.+101/4"(260mm) Thru 160" (4877 mm) O.H. + O.H. + 3/8" (10 mm) O.H. + 101/4" (260 mm) 3" (76 mm) Tredc [15" (381 mm) radius] Thru 18'0"(5486 mm)I O. H.+O.H.+3/8"(10 mm) IO.H.+101/4"(260 mm) Low headroom track Low headroom track +24' Horizontal Track Headplate Assembly rn Vertical Track Assembly 5 m 0 Jamb Brackets 2" (51 mm) Track [15" (381 mm) radius] Door height Centerline of shaft Minimum headroom Thru 12'0" (3658 mm) D.H. + 8" (203 mm) 11 3/4" (2 99 mm) Thru 16'0" (4877 mm) D.H. + 8" (203 mm) 12 1/2" (318 mm) 3" (7.6 mm) Track 115' (381 mm) radius] Thru 12'0" (3658 mm) D.H. + 9" (229 mm) 13" (330 mm) Thru 32'0" (5486 mm) D.H. + 9" (229 mm) 13 3/4" (349 mm) 12 2" (51 mm) Track [15" (381 mm) radius] _ Door height Centerline of shaft Minimum headroom Thru 12'0" (3658 mm) O.H. + 2" (51 mm) 17 1/2" (191 mm) Thru 16'0" (4866 mm) O.H. 2" (51 mm) 8" (203 mm) 3" (76 mm) Track [15" (381 mm) radius] Thru 18'0" (5486 mm)I O.H. 6 3/4" (171 mm) I 9 3/4" (248 mm) Framing and pad detail Framing and pad details for common installation of Aluminum doors in steel, wood, concrete and masonry jambs are provided here. If you require additional information or have special project requirements, refer to the Overhead Door Architectural Design Manual, (www.overheaddoor.com/ADM/base.html) or consult with the Overhead Door Applications Engineering Group or your local Overhead Door distributor. Opening Width Opening Width Pad Location* Pad Lootion' Centerline , E 8' 8' of Shaft — — — — 'e Centedh x of Shaft 6" W x 8" H Steel Pad for Spring Anchor Header Bracket Mounting Centerline of Door Centerline of Door Squa�7PIumb Sou a and Plumb i m Steel Jamb k ' Pad Location for additional shaft support brackets for doors over 18'3' wide Req'd Sideroom Opening Width Sideroom x 2 j ivy Door Req'd Sideroom Opening Width Sideroom x 2 j Door Minimum required sideroom Track type 2" Track (51 mm) 3" Track (76 mm) Standard lift 4 1/2" (114 mm) 6 1/2" (165 mm) Low headroom 9" (229 mm) 10" (254 mm) Lift clearance 4 1/2" (114 mm) 61/2" (165 mm) Full vertical 4 1/2" (114 mm) 6 1/2" (165 mm) All bolt heads countersunk flush with face of jambs (for wood jambs only) ---Wood Jamb Pad Location for additional shaft support brackets for doors over 18'3' wide OpeningReq'd Sideroom ! Opening Width Centerline Shaft support of Shaft —brackets mounted to conaete/masonry Header 2'x 6' x 12" Centerline of Door Wood Pad for Square anPlumb Spring Anchor Bracket Mounting i rn K Conaete/MasonryJamb O OpeningReq'd Sideroom i R� tam. Minimum required sideroom Track type 2" Track (51 mm) 3" Track (76 mm) Standard lift 3 1/2" (89 mm) 5 1/2" (140 mm) Low headroom 8" (203 mm) 9" (229 mm) Lift clearance 3 1/2" (69 mm) 5 1/2" (140 mm) Full vertical 3 1/2" (89 mm) 5 1/2" (140 mm) www.overheaddoor.com Req'd Sideroom Opening Width Sideroom x 2 ILL 1'-{ Door Req'd Sideroom Opening Width Sideroom x 2 j II 1= Door Minimum required sideroom Track type 2" Track (51 mm) 3" Track (76 mm) Standard lift 4 1/2" (114 mm) 6 1/2" (165 mm) Low headroom 9" (229 mm) 10" (254 mm) Lift clearance 4 1/2" (114 mm) 5 1/2" (140 mm) Full vertical 4 1/2" (114 mm) 5 1/2" (140 mm) 13 Electric operators Overhead Door offers the broadest line of electric operators to suit new construction and retrofit applications, as well as unusual or special requirements. In order to improve safety and enhance door and motor life, industry quality assurance guidelines recommend the choice of a single manufacturer for both door and operator applications. Overhead Door is one of the only national manufacturers to offer a full line of commercial and industrial doors and operators specifically designed for integral applications. Model RHX® Model RHX° is a heavy duty commercial operator designed to operate doors up to 24' (7315 mm) in height and 3696 pounds (1676 kg). Available as either a trolley, sidemount or centermount. Model RMX1 Model RMX® is our newest, most advanced medium - duty operator. It is designed for quicker installation and hassle -free operation and operates doors up to 14' (4267 mm) in height and 620 pounds (282 kg). It is available as a trolley -type or side -mounted unit. Model RSX`' Model RSX1 is a standard duty commercial operator designed to operate doors up to 24' (7315 mm) in height and 1620 pounds (735 kg). It offers unique features like LimitLock®, SuperBelt'" and 16 digit menu setup. 14 Operator control options • Push-button, key or combination stations; surface- or flush -mounted for interior and/or exterior locations • Vehicle detectors, key card reader, photocell and door timer controls • Treadle or pull switch stations • Telephone entry and coded keyboard stations • Universal programmable door timer • Radio control systems (24 VAC or 120 VAC) • Explosion and dust ignition -proof systems Mounting options: T -Trolley S=Side mount C® Center mount Safety recommendations Overhead Door strongly recommends the use of a primary safety device as defined by UL325 2010. A primary safety device can be approved monitored photo -eyes or an approved monitored sensing edge. If a primary safety device is not installed, a constant contact control switch must be used to close the door. Contact Overhead Door for more information. `S C d T O o -- d a Orn m a> o Ti v C.' n.o L .3 m a m m °� o O c m 0 N O O-- O N d O M Z 2-0 -°o vii aocs w i 1/2 HP, 24' 3696 ® ® ® • T, S, RHX® 3/4 HP (7315 lbs C 1 HP, mm) (1676 3 HP kg) 1/2 HP, 24' 1620 • ® ® ® T, S, RSX 3/4 HP (7315 (735 C 1 HP mm) kg) 1/2 HP 14' 620 ® T, S RMX° (4267 (281 mm) kg) Mounting options: T -Trolley S=Side mount C® Center mount Safety recommendations Overhead Door strongly recommends the use of a primary safety device as defined by UL325 2010. A primary safety device can be approved monitored photo -eyes or an approved monitored sensing edge. If a primary safety device is not installed, a constant contact control switch must be used to close the door. Contact Overhead Door for more information. Mounting details Trolley -type (Drawbar) RMX°, RSXRHX° Trolley -type (Drawbar) operators feature a power unit mounted between, above and to the rear of the horizontal tracks. The drawbar drive provides positive control of the door at all times, making this operator the preferred choice whenever possible. Maximum door width is 20' per drawbar. Door width over 20' requires dual drawbar installation. Available on Models RMX°, RSX® and RHX°. RMX° Track requirements +4 112" (114 mm) RSX° Track requirements +5" (127 mm) RHX° Track requirements +5" (127 mm) Depth RMX Door height +4'0" (1219 mm) RSX® Door height +4'0" (1219 mm) RHX® Door height +4'10" (1219 mm) Side mount type (Jackshaft) RMX°, RSX°, RHX° Side -mounted (Jackshaft) RMX°, RSX®, and RHX® operators feature a power unit mounted on the inside front wall and connected to the crosshead shaft, with an adjustable coupling or drive chain and sprockets. Centerline of Shaft Edge of Opening Track A 2" track (51 mm) 3" track (76 mm) RMX° 18 1/2" (470 mm) 191/2" (495 mm) RSX° 21 " (533 mm) 22" (559 mm) RHX® 21 " (533 mm) 22" (559 mm) Center mount type/Jackshaft RSXR, RHX° Center -mounted (Jackshaft) operators feature a power unit on the front wall above the door opening. No additional backroom is required. Available on models RSX° and RHX®. Centerline of Door Edi T. RSX° Track requirements +14" (356 mm) RHX° Track requirements +23 5/8" (600 mm) Centerline of Shaft www.overheaddoor.com 15 y �n Architect's Corner A resource for architects, containing comprehensive technical and resource materials to support your project, including drawings and specifications for commercial doors. www.overheaddoor.com it �OWED ' • • VIPOft INDUSTRY LEADING COMMERCIAL & INDUSTRIAL SOLUTIONS 2501 S. State Hwy. 121 Bus., Suite 200, Lewisville, TX 75067 1 -800 -929 -DOOR • sales0overheaddoor.com www.overheaddoor.com 02017 Overhead Door Corporation. Overhead Door and the Ribbon logo are registered trademarks of Overhead Door Corporation. All other trademarks are property of their rightful owners. Consistent with our policy of continuing product improvement, we reserve the right to change product specifications without notice or obligation. C900-069 08/17 The issuance of a building permit should not be construed to be approval of a business license. Site signage will require separate permits. 'Q� PLOXI 0 COOS: 2019 Gf41N Tan NUDW COM 2010 W sTM10AR0 FOR ACMIMUE OEIRM OOKSTRUCIION iYPis 6aaRww PACK wI1 + WA L01101v 1r U% GROVP CWIMICMTMN: FUMGURL OTORE nuL 5PMN9=: NOW /L40MM AM IUTAU 1400 RETAIL, 1900 MO. rr. WrIH RIMMOM OCCUPANM RML 'M' 30 GAMYIGOD-63M 04.00 TOTAL OOOWMn PO TASAA 1004.1. DM. TWD INICU W WON DWANCL 1RA M %ITHM VAIN= ��1pa�eN• 1018 UL 1-A wth 70 FRT M 510TR1N 1000.2.1 3' (N) ' c£i DOUBLE 1 W4 ( WS wttHE BRICK 1,600 SF RETAIL. OPEN FLOOR PLAN s/s+r-w Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved Plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. TUB SINK X, W1 , ti � 1 21 APPROVED BY- UJA - DATE: 103V' to xi _ COMMENTS: Ca.N�4l,la.,--N- ���Nt �►_ owner Rocsggerond NIk loecher 5500 west 441h Avenue Denver, CO SO212 Phone: 305422-8500 Contractor Pyrory-ki ConstruCtlon, LLC 2895 West 90th Avenue Federal Hel9hts, CC 80260 Office: 303 248-37" Phone: 303 -WI -5785 hsue Cate PERMITSET 9/11/17 A-1 i 6aaRww PACK wI1 O.MNM IMI CM 10 actron, IN&I quo 10oe.2 C? PEADSLULAM R CM SEVIION: 10111 ��1pa�eN• 1018 UL 1-A wth FOR A, ® ANO C 'Iq z.0 PER CLUE , 401, 000.3 AASKFD AND IMM ° QQQLAA ooDRs ro RLAw1a uNLocKLD wNLN W." a 11 OCCIIDILO PIR COO[ /ICIk1N: foo/.1.0 ® CD2R. KAROINAM KEY WORM VM FNM V*t= � KEY OPEUT� fmMl Tll tXiE1tlOR fY r71 YSALp0V0 13 NOT GrX'tiPILO. PIA COOL StargN: MG/.& ® r—L •—• f gcrlvr I��nKtn. WRN COMfMm" MON TO RE1D % WN LLLCTMCAL DIeCONC01' POI CODE IECTMN: 16649 AVOIDED 3' (N) ' c£i DOUBLE 1 W4 ( WS wttHE BRICK 1,600 SF RETAIL. OPEN FLOOR PLAN s/s+r-w Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved Plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. TUB SINK X, W1 , ti � 1 21 APPROVED BY- UJA - DATE: 103V' to xi _ COMMENTS: Ca.N�4l,la.,--N- ���Nt �►_ owner Rocsggerond NIk loecher 5500 west 441h Avenue Denver, CO SO212 Phone: 305422-8500 Contractor Pyrory-ki ConstruCtlon, LLC 2895 West 90th Avenue Federal Hel9hts, CC 80260 Office: 303 248-37" Phone: 303 -WI -5785 hsue Cate PERMITSET 9/11/17 A-1 4 aAE D y I WEST ELEVATIQN �-� 2 SQUTH ELEVATiQN uwY.� APPROVED DATE: VAI -Al COMMENTS: Y �7 �M u4 kAl �4 Dnp 0 awetf Rage - and Nik Loecher 5500 West 44th Avenue Denver, CO 80212 Phone: 301422-8500 Coehoctor Pyramid Construction, LLC 2895 West 90th Avenue Fedetcl Heights, CO 60260 Office: 3012A8-3766 Phone: 303.301.5785 Issue Date PERMITSE7 9/11/17 A-2 (n AWV W4 —\-,. (N). P r y rEp�r n (� Lo 4 a aAE D y I WEST ELEVATIQN �-� 2 SQUTH ELEVATiQN uwY.� APPROVED DATE: VAI -Al COMMENTS: Y �7 �M u4 kAl �4 Dnp 0 awetf Rage - and Nik Loecher 5500 West 44th Avenue Denver, CO 80212 Phone: 301422-8500 Coehoctor Pyramid Construction, LLC 2895 West 90th Avenue Fedetcl Heights, CO 60260 Office: 3012A8-3766 Phone: 303.301.5785 Issue Date PERMITSE7 9/11/17 A-2 —msuu+ OM CAP PAAL"O +14'-d• TCP Ol PAPAM sCORN �, 1 °"E ./-ROV TOP wCCT" 9�, pi ROOF 9070M t�i�!n 1�k�mr tt:E M4 T� W� PARAPET sECTalI +'.T• -a• EXTERIOR WALL S 1 W4 oARAtt DDDR NEAOER 1' -r -o' W3 ,w aAl T](i[P101t —run ,AI- INTERIOR WALL TYPES 7tt" ytTAL Wft= >ti' umt. roar 214TKo.a, a 24' ". 1. IONa 011 [ALII pDt e%O� DN WCN W[ P"Ova FULL 80" PROVIOL full tOUND rnA CTW WALLS eTTTS AT TAUT MUS w2 1 HOUR MTm toll IUl DEiAN /Ulttl A! Y�UU reprA MAUL TWE UA.N. OFT. M. MUT ROM Owner Roger ond Nlk loecher 5500 West 44th Avenue Denver, CO 80212 Phone: 303422.8500 Contracior Pyramid Construction, LLC 2895 West 40th Avenue Federal He( hts, CO 80260 Office: 303248-3766 Phone: 303301.6785 Inue Dofa PERmirSET 9111117 A-3 i CITY OF WHEAT RIDGE �'(30Building Inspection Division 3) (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: W&L.A, Job Address: =) 41 .A4 -n+ Permit Number: �0t j L22Z,GA! ❑ No one available for inspection: Time t O Re -Inspection required: Yes (3) When corrections have been made, call for r -inspection at 303 -234 - Date: Inspector: UU,,_ 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: 0 t_1 D-1 S 49 ❑ No one available for inspection: Timeo-io6 @PM Re -Inspection required: Yes No When corrections have been made, call e -inspection at 303-234-5933 Date: i'Ll Inspector:f6T. c �.(Lttx_(10 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 Inspection Type: %u<< L f 1- ww C Job Address: 1 1% % e/ / t,/ '/ "7 7 °' - (/, Permit Number: _ Z -d 1�2 p ' / X� LlNo one available for inspection: Time tj/ AM/PM Re -Inspection required: Yes No When corrections have bee §_ '/ n made, call for re -/ns p7Ft n.at 303-234-593? Date: 7()- Inspector: /" 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: d / 1 F✓r� c Job Address: Permit Number: ❑ No one available for inspection: Time_ Re -Inspection required: Yes,' No When corrections have been made, call for re-insp Date:.,) Inspector: I_1 Jill wMA at 303-234-5933 \\ I 1 >m O 7 b O m b w `\ w m w .-1 0 m M (/ 0 N m O w v O A A Nr r \ 3 > V .o I . N Fa m ❑ r4 N 47 b A a.14 0 b O O m •� m N a A 0 m N fA O � U O b w a o Uu r{ b a r \ CD .N O m p v ^�m ° s o v y U W U H / �) Q O o A m y o m [moi � Ai F 00 m ow R a y l b z > y w O O m n N w u o u •rl W o 44 O Qy m lo o a pw, Ol U rr- O H O A A n b 10 W u m m rn o F td r� Z)u B M1yj m VU o b R O W H 9 o a Q ( A H w ♦ o w m rn Iri O o o A u x N N u b d a m O b q x N N •.� y A •.� 3 N bl LI w wii a W A m o u w W Ol y b a A m o m r w" �, c w U A $4 rl v N u v m 0 O p c-+ m p v .. Z N '0 Id O m o„ a w a w m w w .-' -+ O JJ 0 o o O U a r m 0 U N m v u y o z 0 W O m e ° a N y U r1 w w a W a N s w A '� w m q In u o m A m A a s N U o u N m a u u m a s w U m �4 .? m •.� b w u a � 0 0 a y H a b O U W N h°. a QI I I ' I City of Wheat Ridge Residential Mechanic PERMIT - 201600042 PERMIT NO: 201600042 ISSUED: 10/07/2016 JOB ADDRESS: 7741 W 44th AVE EXPIRES: 10/07/2017 JOB DESCRIPTION: Install gas fireplace display gas line and venting system. Remove existing tub light and replaced with can lighting. Remove existing unit heater. *** CONTACTS *** OWNER (720)938-7464 LOECHER ROGER SUB (303)935-1617 Ronald Florez 022421 Florez Heating & Gas Works SUB (303)477-5116 Robert Sechler 019506 SECHLER ELECTRIC CO *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: / SUBDIVISION CODE: 132 / BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,500.00 FEES Total Valuation 0.00 Plan Review Fee 60.68 Use Tax 45.00 Or"' J Permit Fee 93.35 Investigative Fees 93.35 ** TOTAL ** 292.38 *** 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. I, by m 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. -Ie I o ner of th roperty and am authorized to obtain this permit and perform the work described and approved in conjunction with this perm . I rther att st that I am legally authorized to include all entities named within this document as parties to the work to be perfdrme an that all r to be performed is disclosed in this document and/o its' accompanying approved plans and specifications. 0 1 1D 7�I(,� Signdture of OWNER or COT, ACTOR (Circle one)I to ` I. This permit was issued based on the information provided in the permit app ication 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. S. 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 aermit shall not be construed to be a permit for, or an approval of, an violation of any provision of any Tpli abA code or any o+aflce or �gulat�on of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official v Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat Midge 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 FOR OFFICE USE ONLY Date: I - I J_f_ ( / Plan/Permit # Plan Review Fee: Building Permit Application PAID **` Please complete all highlighted areas on both sides of this form. Incomplete applications may y not be processed. *`* -7,741 , , Property Address: Protpertv Owner Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Phone: Contractor.- Contractors ontractor: Contractors City License #: All Phon sl 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: 0z24Z t W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑RESDENT►AL ADDITION ❑ WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT (ELECTRICAL SYSTEM/APPLIANCE FAIR 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.) L,1- L -lam i �zIF-Pil,_rN E D s �i-- y C-� r�� LI �-3 Z4- t� C7J> X �,r► �� 7 fie. L I cl" '- 477-r��CACE-� 1 Sq. Ft./LF Btu's Gallons Amps Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 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 1 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 1 am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: , (OWNER) (CONTRACTOR) or (AUTHORIZED 2EPR,ES TATIVE) of (OWNER) (CONTRACTOR) � PRINT NAME: �ctjivul E�_'�� SIGNATURE: lJ r DATE: DEPARTMENT USE ONLY ZONING COMMMENTS OCCUPANCY CLASSIFICATION _ Reviewer BUILDING DEPARTMENT COMMENTS: Reviewer PUBLIC WORKS COMMENTS. Reviewer PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required Building Division Valuation: $ I lI � � � � §f C� 2! „ #2� y; e` Cf) �� k! \2� \A - §± 'C/( (! � CD © ° ym �� \ © V �! ° m L 'Co ID Cf) G § a ■ yf �! � '> ƒ k;� c !7 !q !k LL \ / N E 2 7 / ■ U (n C' C O a Z) lf) cc O C C En O O co h 00 L — O tZ d a a) 4) Q @ C (� cn > (6 O L O a) L N > C M m a :3— L L F- fn.ad T CO = a) i1 to N (n 7 3 , c) O a m C a t-- It =.. 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(OWNER)(CONTRACTOR)SIGNEDe~~T,/( / V DATEId l . i Description : Dumpster enclosure. Non-combustible Construction Value : Permit Fee Use Tax : v Total: $0.00 Use : BUILDING DEPARTMENT USE ONLY Zoning CammentS;' SIC : Sq. Ft. : Approval: Zoning : 6uliding ~oiifinenta. Approval : OKICH Public Wprks Gomments: Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval : Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval : (1) This permit was issued in accordance with ihe pmvisions set forth in yopur application and is subject to the laws of the State o! Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Cobrado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authonzed is nol commenced within sixry (60) days fmm issue date or (B) the Duilding authonzed is suspended ar abandoned for a period of 120 days. (3) If this pertnit expires, a new permit may be acquired for a fee of one-half lhe amount normally required, provitled no changes have been or will be made in ihe original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work oF any manner shall be done that will change the naWrel 8ow o( water causing a dreinage problem. (5) Contractor shall notify the Building Inspector lwenty-four (24) hours in advance for ail inspedions and shall receive written approval on inspection card before pmceediing with successive phases of the job. (6) The issuance of a permit or the approval af drawings and specifcations shall not be construed to be a permit for, nor an approval ot, any violation of ihe provisions of the bui g odes or a other ordinance, law, rule or regulation. Chief Buildi Irispector DEPARTMENT OF PLANNING AND DEVELOPMENT BIIILDING INSPECI'ION LIlVE - 303-234-5933 GTTY OF WHEAT RIDGE 7500 R'EST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ~~UCATION Building Permit Number: Date: rropenyowner PraperryAddress Phone : J~~ ~ Contractor License No.: ComPan3': Phona: O WNER/CONTRACTOR SIGNATURE OF iIND&R9TANDINC AND ACRE&[vENT I heexby certify that the setback disfmces proposed by tLi9 parn3it application aze accucate, a¢d do aot violate applicable ordinaacm, tulu ot iegulationa oftlve City of Wheat Ridge or oovenads, eesemeIDs m' iestrictions of record; tUat nll measuremetrts shown, md allegations made axe accucate; that I have [ead and agree to abide by all wnditions piuded on t}us applications aad fhat I assume fiill responsibility for campliaace with the Wheat Ridga Building Code (U.B.C) end all othec appliceble Wheat Ridge Ordinaacaa, fot work undnr.Uils petmit (OWNHiXCON1RAC1'O8): SIGNHD Construction Value: Permit Fee: Plan Review Fee: TTaP Tax- TOt21: DCSCRptrOIl \ OFrn.~~~zi BUII,DING DEPARTMENT USE ONLY SIC: Sq.Ft.: Approval: Zoniilg: : . : r....... Approval: Approval: Occunaecy: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expuation Date: E:cpiration Date: Espiration Date: Approval: Approvai: APPrwal: (1) TLi.v pmnit waz usued in accotdance with the p[avisions set foxth in yrns epplica¢on md is subject ro the kws of the State of Coloxada and to ehe Zoning Regulations md Bvildiog Cade of'711ieat Ridge, Colomdo or ury othez applicable ad'inmcrs of the City. (2) This pemit sLall arpiro if (A) the wock authariznd 'u mt commenced witLin svcry (60) days from issue date or (B) the buildivg auNorizad is wapmded ox a6andoaad for a peaod of 720 days. (3) If thia pereit axpiras, a new pemiit may be uquired for a fee of onehelf the azwwt nocnnlty ieqvired Provide3 m eLaogas h"e 6erm u will be mede m the orignal plaas and specifications and mry auspevsion m abandonmenthaz not axceeded me (1) year. If chaogas h%v< been or if siupevsion or abendovnmt ezceads one (1) yea, fiill fees sfu11 bepaid foc a new penait (4) NowoikofmyaimnersMllbadonethntvrillcfiavgethenabualflowofwatecauxiRqadnivageproblem. (5) Contector shnR aolify the Building Inspectoc twmry-frns (24) hom in advance foi all iaspa4oiu md shall receive writtm appcwal oa iaryaction cazd befoie pioceedingwithsuccwsivephurs ofthejob. (6) The issumce of e peomit oc the appxovel of dnwings and spxificaROns shell mt be cooshued m he a pemiit fo[, aor m apprwal of, anyvidatlon of the pcovisioas afthe buildwg codns or aqy other ordinevcq law, rvle orxegulaCoa Ct111P.f B7llId1Ilg TIISpCCt02 ~ Sample Site Plan PropertyLi:e~.-.-.-. _r-i I ~ ` i ~ • LL . Garage or Garport or ~ ! Shed r h~ ~ I c rr . J ~ o ~ F7 I HOUSE ~L r\ 1 ~ I l/ . I ~ ` 5ide Setback 5ide Setback Y I U ~ • ~ I ~ G I ~ • ----------r~ ~ ~ ~ ~ ~ ~ ~ ~ SIDEWALK i NORTH 5cale: 1"-_ ~ ~ Liet equare footage of I T I 9LL EXISTING and , T PROPOSED structurea I ~ located on the property. ~ ~ S.~y 1 J _ _STREET