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10100 W. 38th Avenue
E�. N > N ca a� M v y L . 14 , L A 00 L S Q w o fn z � o Q C a.) 4 N Q 4+ = a" j ¢ 3 U = V ❑ M o o OU 0 o ►4 ° en y �' A w N b 4J r \ L O tm Z w mob o ro 4J E-1 44 ul 44 rq U° rrX4 rn T�V1 V 5 3 -r1 � F > o O O �+44 _ ca N o0. a) U O 3 .° �, q U Z C H V N c c � A � a .� •ro ro -� w = fl A °O bb•U x " CP d a U rdq U 1=1 Al W a) U6 3 3 U A 44 Cd �� bn G� - C7N O W � •+ a a V ° Quo a ° moo° �wv.o� z U) b a ar ° o C) > > 3aGNa row No w �^o rnOdM� •• � ro N c w E QU F o r A p CG W W x aroi v q Cd� zzOax um0 L d 0 O OUaa� 0 z ° 4 i t 5 Q� �W]�,Of yeat][ gc BUSINESS LICENSE INSPECTION PERMIT NO. 202001170 BUSINESS NAME: Laurel McGlothin ADDRESS: 10100 W 38th Avenue CONTACT NAME: Laurel 3 a 0 SQ FT OCCUPANCY TYPE OCCUPANCY LOAD 1' CONSTRUCTION TYPE IMSPRINKLERED ❑ NON-SPRINKLERED INSPECTION DAY/TIME Fri. July 31 @ 1 pm INSPECTION DAY/TIME 713//zc >o INSPECTION DAY/TIME *NOTE: Laurel will meet you out front due to building restrictions at MorningStar Assisted Living - her salon is located within the building 71-3 i/, 0.? 0 Date CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Fj y -S% _5 Job Address: Jt' 7 /00 1W' ; 9 � 1,,e— Permit Number: Z,Ve_` Q jo / X70 ❑ No one available for inspection: Time /.'/13 A M Re -Inspection required: Yes jo When corrections have been made, schedule for re -inspection online at: httpJ/www.ci.wheatridge.co.us inspection Date: . /za?0 Inspector: DO NOT REMOVE THIS NOTICE s i CITY OF WHEAT RIDGE L� Building Inspection Division t (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION - [ NOTICE I Inspection Type: `� 0q - f Rid l Rd©� Job Address: _10100 t1, A44 eJL,4,, Permit Number: 2df7Og21a �r ❑ No one available for inspection: Time/PM Re -Inspection required: Yes No When corrections have been made, c /for re -inspection at 303-234-5933 Date:3zInspector: I 0Y 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: qV q_ r' n,q1 �M,� Job Address: 10100 Ll X9.4 Al", Permit Number: Z0I701 2 C1 ❑ No one available for inspection: Time s c# �`lwPM Re -Inspection required:es No When corrections have been made, call for re -inspection at 303-234-5933 Date: -3161 L0 Inspector: h06 Ldvfft- 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: 140q- F l,nd Roo Job Address: 1()100 L/. 904 e. Permit Number: `2 of ,?/)q 2 t q T='n� ( lvd-r LJNo one available for inspection: Time I-I,,IL) AM/PM Re -Inspection required: Xeo No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: b&,, Lav -et 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: y0q r -",W/ Job Address: 10100 V 304 t4ej Permit Number: Z b►70Q 2 ►Q ❑ No one available for inspection: Time `€+��1 AM/PM Re -Inspection required: i�e� No When corrections have been made, call for re -inspection at 303-234-5933 Date:Inspector: Dahe Lave# - 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: L� F- - Job Address: +l Y Permit Number: Uf ( -) L9.4 , 0 ❑ No one available for ' spection: Time I ' 3� AM M Re -Inspection requir d: Yes No When corrections have been made, call f re -inspection at 303 -234 - Date: l ca 7 I 1 Inspecto 7 ce.�,�: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L� 6 Job Address: 1 0 Permit Number: JJ 09 D I �j 4 ®n - N c) -r - ❑ No one available for inspection: Time - 5T% QI /pM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:_a J a C,1) Inspecto i DO NOT REMOVE THIS NOTICE I 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: Lt C)`) F - Job Address: 1,3 i :�o L,-) ?�<6 +)-� A Permit Number: Q -3) -4 0 9,Q 1 "I ❑ No one available for inspection: Time Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date: Q ! -6 Inspector: r �_ DO NOT REMOVE THIS NOTICE 0 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 9 F- - Job Address: ) 0 0 W 4 _, V Permit Number: -(.) ) ---?- O a i ❑ No one available for inspection: Time I X, 14__� AM� Re -Inspection required:Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date: -,D / a o� 1 Inspecto • it "_ I «,Le44 F DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1A 10 ��-"' Job Address: lnlaD 1/' 3f ft_ Permit Number: '2.6l:] D q2, If] ❑ No one available for inspection: Time twPM Re -Inspection required: Yes oNo When corrections have been made, callfonCe-inspection at 303-234-5933 ! 1 i Date: -L Inspector: c 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: 10100 Permit Number: ❑ No one available for inspection: Time (AMIFbM Re -Inspection required: YesNo When corrections have been made, call fbr re-inspectio at 303-234-5933 Date: � 5 11-1 Inspector: r— '. DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Roofing PERMIT - 201709219 PERMIT NO: 201709219 ISSUED: 11/22/2017 JOB ADDRESS: 10100 W 38th AVE EXPIRES: 11/22/2018 JOB DESCRIPTION: Commercial reroof remove and replace with GAF Timberline Asphalt Shingles with 353.42sq and Metal roofing 24.5sq total of 377.92sq. *** CONTACTS *** OWNER (303)750-5522 MORNING STAR SENIOR LIVING SUB (303)419-3589 Charles Hormuth 170386 Aspen Group LTD *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 110 / Senior Living USE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 129,366.89 FEES Total Valuation 0.00 Use Tax 2,716.70 Permit Fee 1,325.55 ** TOTAL ** 4,042.25 *** 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 - 201709219 PERMIT NO: 201709219 ISSUED: 11/22/2017 JOB ADDRESS: 10100 W 38th AVE EXPIRES: 11/22/2018 JOB DESCRIPTION: Commercial reroof remove and replace with GAF Timberline Asphalt Shingles with 353.42sq and Metal roofing 24.5sq total of 377.92sq. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermi . I further atte at I am legally authorized to include all entities named within this document as parties to the work to be perform�nd haat alloys to be_pQrformed discclosed in_this document and/or its' accompanying approved plans and specifications. 41 Sig ture OWNER or CONTRACTOR (Circle one) Date I. his p mit was issued based on the information provided in the permit application and accompanying plans and specifications and is ubject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change, of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. ` fl •_ � � 1'YiV.) ail'-. _.. Signature of of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat jAe COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29`h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us FOR OFFI E USE ONLY Date: /�Zz / � Plan/Permit # �,& l 7 0 A, 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: \01 Owner (please Property Owner Email: b S+v`'�'4 h i(•'� ✓t'1 o+'N Mailing Address: (if different than property address) Address: City, State, Zip: rl; 00'1 , cPA,% Architect/Engineer E-mail: Phone: Contractor: " Contractors City License #: Contractor E-mail Address: t Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Za `-L.9 aQ Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form 1] 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 ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) w e. c.( c- r'teIacs�ol 3 5 3 .'42- S s 6F rMQ � Sq. Ft./LF Amps Q e LZo,A,_r Btu's Gallons Squares 353-4;1 A_;ZI' 5_ Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) `i. 3�kp I8`i 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) o AUTH RIZ D EPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): DATE: I Z 17 DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: Building Division Valuation: $ o y ro O d s, � x Ln ro y� p N m N n O � u m m p J-) —_ aj a vqq 0 I Q N t 11 R 3 U �N tp a m •� w Id � U A rn b m :j O 1+ m yvW 0 41 44U rt H p'�o :1 n O 'Ul00 to m b m v w U W d �+ 0 M O a m O Gy d) 0 ` O • n � 1 [� a rn0 4J4) x y x a tl z aJ 3 a1 q ro v 0 p 3 0 0 0 N � ice-' CD q A N M W .0 � u Z Ln m o f q Q; �rh 9 '" Fi V Wb"� o A U 4 to 44 o H ate+ C ti ro v z� a to N y 7 A G d U W W 0 y b Q .] O 1 UID 44 Ak N CDU �p 41 " m w m 0 o " too b a H44 M a o r U O m o g N a U 00 0 ro� W y .. 0 z fd W m m z ,-i U b 9 RSri O W 44 �„ U a 4 0 H- ri y •'� �p M m F N u W 1 ti v i U H W ro U N 4•1 KJ-' f4 4 roq a uu rod O F14 h A A U W W w U o a U CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: i -2'L, -I- Job Address: i U I oco lel.} • -5 111 Permit Number: (A S i;E -- S E D , iii, L 17 Z" f -I C*- ❑ No one available for inspection: Time T, C:W-) AM/ M Re -Inspection required: Yes /,'No When corrections have been made, call for re-ifi pection a 303234-5933 Date: j r t Inspector: lyo",o DO NOT REMOVE THIS NOTICE Colorado 00partmont of Public $aft" OV • Division of Firo Pirevention & control 700 j0pling Street - Suite 4100 Lakewood, CO 80215 04 (303) 239-4100 Phone - (303)239-5887 Fax cdpsjfpc_heafth@stAteMu$ MMW-d s atCcous kL_t_ Sip gff f Qr yeal Authoritits HUN in& Lurisdigt. wrliten evieience of compliance with fowl todes must be obtained prior to seWuling aftool 11UPOCtiOn by this department. Will .45 Vp OSE OF APPUCATION; (Chock all thaftpply) NP.- Construotion - Number of Cumait Beds: Number of Proposed Beds: Addition of Square Footage - Number of Current Beds: Number of proposed s i/socumd/Locked Facility - Number of Secured BedA�__ Type of Looking:_6L-�—J� f I Renovation of Building - Number of Current Beds', Number of Proposed Beds: A 01A Building Department having Jurisdiction. D C, r -- P1 e 0 jj I I I#rI [ IN)M- Adopted Building Code & Edition: Ap 7112 m , Qr*1 .................. ggia-1 X would be classified as a(n) occupancy use Are any known code deficiencies st' I outstanding for the above addressed building b classification? YES (if "yes" please explain on a separate attachmentl Nor Ocoupancy use of building: L40/Known Construction Type of Building� iM Construction Height of building� Ooeupant Load of btulding� Scourod1ooked acility-T of Looking: number of Beric I L Name of Wit 'at: Phone:( Signature:__j" _Date: Fire Department having Jurisdiction: Adopted Fire Code & Edition, Based on any work permitted and completed through the Fire Department, are any known code deficiencies outstanding for the above addressed building? separate attachment.) I I YES ;?:!�NO I I NOT APPLICABLE {if "yes" please explain on a Based on periodic code compliance inspections by the Fire Department, are any known code deficiencies outstanding for the above addressed building? f I YES X NO (if "yes" please explain on a separate attachment.) PW�FICIENT Balancing Company, LLC www.hvacsystembalancing.com "Rimiltra MormingStar MVG Assisted Livi*ng and Memory Care Center 10100 W. 386 Ave. Wheat Ridge, Colorado 8W33 Project Altitude: 5,395 & Project Architect: Rosemann & Associates, P.C.-Nathan Rosemann 303-261-8229 Mechanical Engineer: JCAA Consulting Engineers -Bruce Pachikara 303-985-3260 General Contractor: Catamount Constructors, Inc. -Ron Bokinskie 303-679-4298 Mechanical Contractor. MarxAire-Chris Ballard 303-797-3920 l'bis is to certify that Proficient Balancing Company has balanced the systems described herein to their IQ cc c—anabUffie—s. 1he tcst�na and balancin .OMM&Rerfimnarl - _—&—has be �normed in accordance with the standard requirements and procedures of the Associated Air Balance Council and the results of these toeflo 111vx Arl�rp;m 14"t"CrA4 1•1 ; � i ! iji!11�11�1r�i i � �!11 111�11�11�11111! Date: February 26, 2016 Test & Balance Engineer: Robert P. Plamondon Guaranteed Results"' Since 1999 Project: Morningstar -Wheat Ridge 'age I T & Q Engineer: Robert Plamondon Date: 26 -Feb -16 RTU -2 Sin le Duct Variable Air Volume Box Data and Test Sheet VAV-# Location Inlet Si /Mfr. Sensor Desi n CFM Final CFM Model Value Max. Emu. Max. I Min. 1-1 R.R 1005 8" i/C:` rr er/35 ,D 40.48 450 395 415 395 Motes: Airflow Distribution Sheet VAV-# Room Air Device Ak Design tst Final % of CFM CFM CFM lJ►esi n 1-1 Main Gathering 1001 S G/10" x "/3 DD/1 0.15 125 90 115 0.92 SWG/10" x "/3w DD/2 0.15 125 70 115 0.92 Reception 1003 SD/6" 0/4w Lvr/3 1.00 50 115 50 1.00 SD/6" 0/4w l yr/4 1.00 50 0 45 0.90 R 1005 SD/6" 0/4w 1,vr/5 1.00 100 95 90 0.90 Total Suppil Airflow ARO 370 415 0.92 Notes. RTU -2 Single Duct. Variable Air Volume Box Data and Test Sheet VAV-# Location Inlet Size/Mfr. Sensor Design CFM Final CFM Model Value 1a. Min. Max. Min. 1-2 Ex. Dir. 1008 6" O/Carrier/35ED 29.04 185 1 140 170 1 140 Notes. Airflow Distribution Sheet VAV-# Room A1r Device Ak Design 1st Final % of CFM CFM CFM Dest n 1-2 B O.M. 1007 SD/6" 0/4w Lvr/6 1.00 55 55 50 0.91 Lx. Dir. 1008 SD/6" /4w 1,,vr/7 1.00 65 55 60 0.92 Al, Dir. 1009 SD/6" 0/4w Lvr/8 1.00 65 60 60 0.92 Total Supply Airflow T 185 l7 170 0.92 RMM Project: Morningstar -Wheat Ridge Page 2 T & B Engineer: Robert Plamondon Date: 26 -Feb -1,6 riable Air Volume Box Data and Test Sheet Inlet-SiCI UIze-SII tAffr Model 16" O/Carrier/35ED FATrhu�v —Distribution Sheet ------------ Al, Dining 1014 1 SD/8" 0/4w Lvr/9 SD/8" 0/4w Lvr/ 10 0/4 Lvr/1 I SD/8" 0/4w Im 12 SD/8" 0/4w SD/8" 0/4w Lvr/14 SD/8"0/4wLvr/15 8"0/4w T o t a I S u pp�v Ai rfl ov v, Notes: R T_U___-_2__S__iu__1e DuWt V—ariable A -i -r -Volume �Box Data and Test Sheet Location Inlet Size/Mfr. Model —B—i st" —ro-1 0 13 16" O/Carrier/35L Notes: �Airflow Distribution Sheet Bistro 1,013 SD/8" 0/4w Lvr/1 SD/8" 0/4w Lvr/1 9 0/4w Lvr/20 Total SUDDIV.Airflow . . . . . . . . . . . . . . . . . . . . . . . . . Project: Morn in star -Wheat Ridge Page 3 &c B Engineer: Robert Plarnondon hate: 6 -Feb -16 III p�lli IMII w Intlet Size,/Mfr. Model iAirflow Distribution ill�ll IIII IIS iii uo�l ii imp#�i�'il SD/J 0" 0/4w Lvr/23 n W M MD/ 10" 0/4w Lv Chefs Office 1019 IF r � JJ Total Supp!y Airflow I IIINIIII i III IINI IV4 I� I! Size/mfr. 8" O/CarriL ---------------------- t IUI utR ��';I�° "rle I� c e Design o m2 r��,�Ii ,ik , r I�� II, BOH IllulillgP0111 I u o rII@I III li II�MU ������SD/6" 3 1,vr/ RiIIN olulyl ul�llll ili�q� SII' iir; 'Lvr/� �` S D /6 0vr/36 ���. Project: Morningstar -Wheat Riche Page 4 T & B Engineer Robert Plamondon Date. 26 -Feb -16 ngle Duct Variable Air Volume Box Data and Test Sheet 1° ILII III III V'91�I�M ° ° Il lq Size,"� M���E Airflow Distribution Sheet VAV-# Room Air Device Ak Design Ist Final % of CFM CFM CFM Design 1-6 S a 1043 SD/6"0/4w Lvr/39 1.00 125 100 115 11.91 MC SW Corridor SLS/6" 0/4w Lvr/40 1.00 150 95 135 0,90 1045 Sly/6" 0/4w Lvr/41 1.00 110 85 1110 0.91 Sly/6" /4w Lvr/42 1.00 125 105 115 0.92 Sly/6" 0/4w l,vr/43 1.00 125 90 115 0.92 SD/6"0/4w Lvr/44 1.00 125 95 115 0.92 IDF 104 /6" /4w Lvr/45 1.00 50 40 45 0.90 Laund 1048 SD/6" 014w 1,vr/4 l .i}C? t? 35 45 0.90 Total SuppLY,Airflow 860 645 785 tial its: TU -2 Single Duct Variable Air Volume Box Data and Test Sheet VAV-## Location Inlet Size/Mfr. Sensor Design CFM Final CFNI Model Value I Max. Min. Max. Min. 1gy7 BOH I1 Corridor 1€125 S" O/ rricr/351 l 2 .16 2S 185 230 180 Notes: Airflow Distribution Sheet VA'V-## Room Air Device Ak Design Ist Final % of CFM CFM CFM 'lesi n 1-7 Hall 0004 SD/6" 0/4w L,vr/47 1.00 100 45 90 0.90 Sly/6" /4w Lvr/48 1.00 100 55 90 0.90 F3C31 i C orridoz 1025 SD/6" /4w Lvr/49 1.00 50 Stl 50 1.00 Total Sunnly Airflow 250 1 150 1 230 0.92 Project: Morningstar -Wheat Ridge Page 5 T & B Engineer: Robert Plarnondon Date: 26 -Feb -16 RTU -1 Single Duct Variable Air Volume Box Data and Test Sheet VAV-# Location Inlet Size/Mfr. Sensor I Design CFM Final CFM Model Value Max. I Min. Max. Min. 2-1 AL NE Corridor 200 °" O/C4arr er/ 5ED 32.56 400, 250 Nates: Airflow Distribution Sheet VAV-# Room Air Device Ak Design 1st Final % of CFM CFM CFM Design 2-1 S a 2005 SIS/6" /4ry Lvr/1 1,00 125 95 120 0.96 AL, NE Corridor 2007 SD/6" 0/4w Lvr/2 1.00 1001180 100 1.00 D/6" 0/4w Lvr/3 1.00 1:25 95 120 0.96 IDF 2008 SCS/6" 0/4w Lvr/4 1,00 50 40 50 1.00 Ffaw—supply Airflow 400 11 39{l 11.97 Nates: RTUw1 Single Duct Variable Air Volume Box Data and Test Sheet VAV-# Location Inlet Si Sensor Desi n CFMFinal CFM Model Value Max. Min. Max. Min. 2-2 Wellness Office 2026 8" Ci/Carrier/3 ED 53.77 550 550 545 555 Nates; Airflow Distribution Sheet VAV-# Room Air Device Ak Design l st Final % of CFM CFM CFM Desi n 2-2 AL Gathering 2000 SD/8" 0/4w t,vr/5 1.00 225 165 210 0.93 SLS/8" 0/4°w t,vr/6 1.00 22.5 185 230 1.02 1 e11ness Office 2026 S1 /6" 0/4w Lvr/7 1.00 J 50 115 55 1.10 RR 2027 SD/6" 0/4w Lvr/8 1.00 150 10550 1.00 Total Supply Airflow550 570 545 0.99 Project: Morningstar -Wheat Ridge Page T & B Engineer: Robert Plamondon Date. 26 -Feb -16 RTU -1 Sin le Duct Variable Air Volume Box Data and Test Sheet VAV-# Location Inlet Size 1'r. Sensor Design n CF1i Final CF Model Valine Max. Min. Max. Min. 2-3 ALJ NW Corridor 2010 5" O/C rrier/3 ED 55.78 250 185Ct 1 Nates: Airflow Distribution Sheet VAV-# Room Air Device Ak Design 1st Final % of CFM CFM CFM Design -3 AL. NW Corridor 2010 SD/6" /4w Lavr/9 1.00 50 45 45 0.90 ;19/6" 0/4w .,vr/10 1.00 50 45 45 0.90 SD/f" /4w Lvr/11 E, 4 50 60 45 0.90 t±undr `2011 SD/6" /4w Lvr/12 1.00 50 35 45 0.90 11 F 2013 51916" 0/4w Lvr/13 1.00 50 35 50 1.00 Total Supply Airflow 250 220 230 0.92 Notes: RTU -I Single Duct Variable Air Volume Box Data and Test Sheet VAV-# Vocation Inlet Size/Mfr. Sensor Desi n CFM Final CFM[ Model Value Max. Min. Max.. 1 Min. 2x4 Theater 2015 7" /Carrier/35ED 55.26 .350 J 300 315 300 Nates. Airflow Distribution Sheet VAV-# Room Air Device Ak Design 1st Final % of CFM CFM CFM Design 2-4 Theater 2015 SD/6" 0/4w Lvr/ 14 1.00 175 180 180 1.03 SD/6" 0/4w Lvr/15 1.00 175 165 165 0.94 Total SuDDIv Airflow 350 3415 345 0.98 Notes Project: Morningstar -Whet Ridge Page 7 T &B Engineer: Robert Plainondon ate: 26 -Feb -16 i 9 ° I� VIII Inlet QIP" 16" O/C I arrier/3s Airflow Distribution Sheet VAV-# Room Air device Ak Design 1st Final %cif CFM CFM CFM Desi n 2-5 AL Activities 2018 SD/6" 0/4w 1,vr/16 1.00 50 140 50 1.00 SD/8" 0/4w 1,vr/17 1.00 250 205 245 0.98 SD/8" 1/4w Lvr/18 1.00 250 230 250 1.00 SD/8" 0/4w 1.,vr119 1.00 240 240 240 1.00 SD/8" 0/4w 1,vr/20 1.00 240 305 240 1.00 SD/8" 0/4w Lvr/21 1.00 240 190 240 1.00 SD/8" 0/4w Lvr/22 1.00 2411 275 2.50 1.04 SD/8" /4w 1,vr/23 1.110 240 200 260 1.08 [Total Supply Airflow 1754 1785 1775 1.Q1. Notes: RTU -1 Single Duct Variable Air Volume Box Data: and Test Sheet VAV-# Location Inlet Size fro Sensor Design CFM Final CFM Model Value Ia. Mine Max. Min. 2-6.... AL Sid" Corridor 2020 6" /Carrier/35ED 48.55 250 '., 2(14?..... 235 200 Notes: Airflow Distribution Sheet VAV-# Room Air Device Ak Design 1st Final % of CFM CFM CFi1h`i Desig2, 2-6 AL, Sid' Corridor 2020 SD/6" 0/4w Lvr/24 1.00 100 120 95 0.95 SD/6" 49/4w Lvr/25 1.00 100 75 90 0.90 IDD 2024 SD/6" 0/4w Lvr/ 6 1,00 50 1 95 50 1 «00 Total SuDoly Airflow 250 2"9U 235 0.94 am Project: Morn ingstar-Wheat Ridge Page T & B Engineer: Robert Plamondon Date: 26 -Feb -16 It'llum= MIMLIMMMUZU"Imp-11MME V . A Location Inlet Size/Mfr. Sensor Design CFM F 4J Model Value Max. I min. Max. n - 2-7 Exercise 2028 5" CD/Carrier/351D22.081-----2 -00 1 200 11 80 1200 Notes: Airflow Distribution Sheet VAV-# Room Air Device Ak Design is Final % of CFM CFM CFM 2-7 Exercise 2028 SD/6" 0/4w L.vr/27 1.00 100 60 90 _RE!jin 0,90 SD/6" 0/4w t,vr/28 1.00 too 45 90 0.90 Total Suppl� y Airflow 200 105 180 1 0.90 Notes: RTU -1 Single Duct Variable Air Volume Box Data and Test Sheet VAV-# Location Inlet Size/Mfr. Sensor Design CFM Final CFM.. Model Value Max. Min. Max. Min. 2-8 AL SE Corridor 2031 6" O/Carrier/35ED 20.93 200 200 185 200 Notes: Airflow Distribution Sheet - V I AV-# Room Air Device Ak Design 1st st Final % of CFM CFM, CFM Design 2-8 At, SE Corridor 2031 SD/6" 0/4w Lvr/29 1.00 75 400 -- 70 0.93 " SD/6" 0/4w Lvr/30 1.00 75 70 0.93 Laundr 2021 SD/6" 0/4w Lvr/31 1.00 50 35 4 _ 5 _ 0.90 Total Supply Airflow 200 100 185 0.92 Notes: Project: Morningstar -Wheat Ridge Page & B Engineer: Robert Plamondon Date: 26 -Feb -16 RTU -I Sinale Duct Variable Air Volume Box Data and Test Sheet VA'V-# Location inlet Size/Mfr, Sensorl Desi n CFM Final CFM Model Value Max. Min. Max. Min. 2-9 Workroom 1411 5" O/Carrier/3 . :D 25.:5 200 135 1 05 135 Notes:. Airflow Distribution Sheet VAV_# Loom Air Device Ak Design Ist Final % of CFM CFM CFM Desi n 2-9 Workroom 1411 SD/6" 0/4w3 Lvr/32 1.00 o f 110 105 5 1. 5 Guest Parlor 1012 SD/6" 0/4w Lvr/33 1.44 144 94 144 1.44 SU I Airflow 200 200 tI l a )2 jTotal Notes: RTU -I Sin le Duct "Variable Air Volume Box Data and Test Sheet V , AV-# Location Inlet Size/Mfr. Sensor Design- CFM Final CFM Model Value Max. I Min. J Max. Min.. AL. NE Corridor 1032 " O/C r°rai.r°/35 D 3815 50 450 X11} CiS Notes: Notes. Airflow Distribution Sheet VAV-# Room Air Device Ak Design Ist Final % of CFM CFM CFM Desi n 2-14 Main Gathering 1441 SING/14"x 4"/3w" DD/ 4 4.15 125 15 115 4.92 S G/14" x 4"73w DD/35 4.15 125 64 115 4.92 Library 1442 SD/6" 0/4wz Lvr/36 I.44 144 144 94 4.94 D/6" /4w Lvr/37 1.44 144 144 94 4.94 Total Suniily Airflow 450 315 41'0 0.91 Om Project: Morningstar -Wheat Ridge Page 10 T & B Engineer: Robert Plamondon Date: 26 -Feb -16 RTU -1 Single Duct Variable Air Volume Box Data and Test Sheet VAV-# Location Inlet Size/Mfr. Sensor Desi g U CFM Final CFM, Model Value Max. Min. Max. Min. 2-11 AL NE Corridor 1032 6" O/Caffier/35ED 54.77 3 0 150 Notes: Airflow Distribution Sheet VAV-# Room Air Device Ak Design 1st Final % of CFM CFM CFM Design 2-11 AL NE Corridor 1032 SD/6" 0/4w Lvr/38 1.00 50 60 45 0.90 SD/6" 0/4w l.vr/39 1.00 50 55 45 0.90 513/6" 0/4w Lvr/40 1.00 75 60 70 0.93 Stn)/6"" 0/4w Lvr/41 1.00 75 65 75 1.00 111 1450 SD/6" 0/4w Lvr/42 1.00 50 40 45 0.90 JTotal Supp!y Airflow 300 280 280 0.93 'Notes: RTUA, Single Duct Variable Air Volume Box Data and Test Sheet VAV-# Location Inlet Size/Mfr. Sensor Design CFM [_ Final CFM Model Value Max. Min. Max. Min, 2-12a Storage 1041 -�Otes: 14" O/Carrier/35ED 39.57 1200 1200 1210 1210 Airflow, Distribution Sheet VAV-# Room Air Device Ak Design 1st Final % of CFM, CFM CFM Design 2-12a Servery 1040 SD/8" 0/4w LNr/43 1.00 240 225 240 1.00 SD/8" 0/4w Lvr/44 1,00 240 190 235 0.98 MC Dining 1042 SD/8" 0/4w Lvr/45 1.00 240 190 230 0.96 CSR/ 14" x 6"/3w DD/46 0.30 240 245 245 1.02 CSR/14" x 6"/3w DD/47 0.30 240 310 260 1.08 Total Supply Airflow 1200 1160 1216 1.01 Project: Morningstar -Wheat Ridge Page I1 T & S Engineer: Robert Plamondon Date: 6 -Feb -16 Location Iw Inlet � �ILIIMii rSiii�I�� I� PioN'� f r. 4" O/Carr Model Mk ---- ---------- .�i4"ii Airflow Distribution Sheet VAV-# Room Air Device Ak Design f t Final % o CFM CFM CFM Desi n 2-12b Servery 1040 SD/8" 14w Lvr/48 1.00 240 160 220 0.92 SD/8" 0/4w Lvr/49 1.00 240 165 220 0.92 MC Dining 1042 SD/8" 0/4w Lvr/50 1.00 230 105 210 0.91 CSR/14" x 6'73w DD/51 0.30 240 125 220 0.92 CSR/14" x 6"/3w DD/52 0.30 250 185 225 0.90 CSR/14" x 6"/3w DD/53 0.30 250 1901 2.25 0.90 Total Supp!y Supply Airflow 1450 940 1,320 0.91 Notes. RTU -1 Single Duct Variable Air Volume Box Data and Test Sheet VAV-# Location Inlet Size/Mfr. Sensor L)esi CFM Final CFM Model Value Max. Min. Max-.- Mina 2-13 MC NW Corridor 1036 6" C /C,arrier/351aD 50.04 300 180 270 180 Notes: Airflow Distribution Sheet VAV-# Room Air Device Ak Design 1st Final % of CFM CFM CFM Design 2-13 11:3f° 1034 D/6" 0/4w Lvr/54 1.00 50 40 45 0.90 MC NW Corridor SD/6" 0/4w l.,vr/55 1.00 50 55 45 01.90 1036 SD/6" 0/4w Lvr/56 1.00 50 1 65 45 0.90 SD/6" 0/4w t,vr/57 1.010 too 65 90 0,90 Ctffice 3038 SD/6" 0/ Project: Morningstar -Wheat Ridge Pae 12 T & B Engineer: Robert Plamondon Date: 6 -Feb -16 RTU -1 Single Duct Variable Air Volume Dox. Data and Test Sheet -- VAV-# Location Inlet Size r. Sensor Design CFM Final CFM Model Value Max. Min. Max. Min. -- 2-14 Salon 2003 10"` D/Carrier/35FD 37.77 700 744? 640 640 l�fertes; Airflow Distribution Sheet VAV-# RoomAir Device Alk Design 1st Final % o CFM CFM CFM Desi n 2-14 MassaLe 2002SD/ 8" 0/4w Lvr/59 1.00 200 2141 190 4.95 Salem 2003 SD/8" 0/4w Lvr/60 1.00 250 2.30 225 0.90 SD/8" 0/4w Lvrl61 1.00 250 1205 2.25 0.90 Total a Airflow74f1 64 640 0.91 Notes: Airflow Distribution Sheet FUR-# Room Air Device Ak Design 1st Final % of CFM CFM CFM Design 1 At, Private Dining 101 15 SD/8" 0/4' Slot/l 1.00 215 190 195 0.91 SD/8" 0/4' Slotl2 1.00 215 150 200 0.93 SD/81" 0/4' Slot/3 1.410 215 190 200 0.93 SD/8" 0/4' Slot/4 1.00 215 210 195 0.91 SD/8"0/4' tot/5 1.00 215 160 195 0.91 SD/8" 0/4' Slut/6 1.00 215 2.30 205 0.95 SD/8" 0i4' Slot/7 1.00 215 185 195 0.91 Walker Ste>ra >c 14116 1:1/6" 0/4w l,vr/8 1.00 50 125 45 0.90 Total Supply Airflow 15:5 1440 1430 0.92 Om Project: Morningstar -Wheat Ride Page 13 spa C3 Engineer: Robert Plamondon Date: 26 -Feb -I6 Crease Filter Traverse KEE-# Hood Location Hood Iii/## of Filters Ak Design Avg. Final %o Airflow FPM CFM Design 1 Kitchen Cookin x hood/14 Falters NA 5643 362 5785 1.02 Nt)tes; Airflow Distribution Sheet MAU-# Hood Location Hood ID Ak Design Ist Final % of Airflow CFM CFM I) i n 1 Kitchen CookinE flood Plenum NA 3160 4045 3260 1.03 Notes: Airflow Distribution Sheet KEF-# Room Air Device Ak Design Ist Final "iso o CFM CFM CFM Desi 2 Kitchen 1017 FG/16"G/Perforated/l 1.00 1000 595 725 0,72 EG/16" OPerforated/2 1.00 1000 660 805 0.80 EG/16" O/Perforated/3 1 1.00 1 1000 860 1050 1.05 -EG/1-6"O/Perforated/4 1.00 1000 880 1075 1.07 Total Supply Airflow 4000 2995 36 0.91 Notes: Airflow Distribution Sheet ET _## boom Aar Device Ak Design Final % of CFM CFM Desi n A RR 1005 Exhaust Fan Grille I.00 75 80 1.06 A RR 1006 Exhaust Can Grille 1.00 75 90 1,20 A Kitehen 1017 Exhaust Fan Grille 1.00 75 9 1.26 Janitor 1024 Exhaust Fan Grille 1.00 75 80 1,06 A Staff RR 1030 Exhaust Fan Grille 1,00 75 80 1.06 A Hath 1044 Exhaust 1 -an Grille 1.00 75 95 1.26 A Bath 2006 Exhaust Fan Grille 1,00 75 110 1.46 A RR 2027 Exhaust Fan Grille 1..00 7570 0,93 Total Exhaust Airflow 600 700 I.I6 Project: Morningstar -Wheat Ridge Page 14 T & B Engineer: Robert Plamondon Date: 26 -Feb -16 [—Airflow Distribution Sheet Trash 1023 Exhaust Fan Grille Exercise 2028,-- R SGUMMIKIIIIII Exhaust Fan ��� Salon 2003 1, Exhaust Fan Gr ille Exhaust iGrille L 714" x 14" Exhaust Do 'fora Total Exhaust Airflow I l lttent witb pressure Iittet am N MorninlaStar of Wheat Ridge =AL DIR. l Ave 10100 W, �,0���€€udlll IUOC ISALES ,l 16 3DI5C0VERY nstall Room Schedule BISTRO 1014 SAL DINING ... sN GATHERING � AL PRIVATE DINING 1017 1 KITCHEN 1019 T. • 1020 MAINT OFFICE 1023 iTRASH 1024 ,JANIT0R 1025BACK OF HOUSE CO 1009 =AL DIR. 11011 ISALES !!1012 3DI5C0VERY 1013 BISTRO 1014 SAL DINING ... 1015 AL PRIVATE DINING 1017 1 KITCHEN 1019 !CHEF'S OFFICE 1020 MAINT OFFICE 1023 iTRASH 1024 ,JANIT0R 1025BACK OF HOUSE CO 1026 ___� ,LAUNDRY 1027 _ _ 2STAFF LOUNGE . 1028 COPY ROOM 1029 MDF 1030 _..;STAFF RR 10_32 _ � �Ai�NE CC1RRiDtiR �tlµ IDF 1035 IMC NW CORRIDOR 1038 !OFFICE 1039 BEVERAGE 1040 SERVERY 1042 ¢MC OWING 1043 !SPA 1.044 ;BATH ..._„_.a _.._,._,__,.__......... 1045 MC SW CORRIDOR 1046 jIDF 1048 ILAUNDRY 1050 bF 1051 'STORAGE 2000 iAL GATHERING 2002 IMASSAGE 2003SALON 2005 !SPA 2006 d BATH _.._ 201}7 AL NE CORRIDOR ?008 LtDF .,, 2010 AL NW CORRIDOR 2011 ------- �_2013 M13 !DF MIS THEATER All ?016 tACT. DDR ?Ol$ �AL ACTIVITIES 1019 #TERRACE !020 kAL SW CORRIDOR 6......._,_,_ WELLNESS OFFICE 7 RR BEXERCISE 1 AL SE CORRIDOR il Mr. Matt Ferguson c/o Confluent Development 2240 Blake Street, Suite 200 Denver, CO 80205 Re: MomingStar Wheat Ridge Wheat Ridge, CO WTUN ENGINEERING PLANNING Rosemann & Associates, P.C, acting in the capacity as the Structural Engineer Q Record, for the above referenced project would like to hereby represent that, to the be of our knowledge (after appropriate review of shop drawings, contractor field question and review of special inspection reports conducted and prepared by others), th- construction of the above referenced project has been completed in substantie conformance with the Construction Documents in regards to the structural engineerin, work, and all applicable building c•s- r- ♦ de pection Agof Record, the Project General Contractor, and the City of Wheat Ridge inspectors. We have acted in a general advisory role only in accordance with our contract and industry standards. To the best of our knowledge and belief, no outstanding items exist to be completed for the structural scope of work.. M= LEED AP 1526 GRAND BOULEVARD KANSAS 0TY, MO 64108-1404 P 816.472.1448 DENVER, CO A KANSAS CITY, MO A ST, LOUIS, MO 1 2ti15 Plnd.� F-1 Main Report * "' • ,, ReportTest Test Confirmation# Unsubmlftd Manufacturer., Address: 10400 W 38th AveHazard ID: 6 Model: L Company: S (Wheat Ridge) LLC motor #-1 Type. RP Location: riser room on south side of bulld dtsl Size: 2.50 Hazard: Repairs Comments: El cleaned Rubber Kit Rebuild Final Test Check Valve #1 Check Valve #2 Pass Fail dosed Tight Closed TightEl El L I Meld at PSID Hold at PSID Cid shut off #1 close tight? Additional account W ation? Relief Valve AIR INLET Opened at PSID CHECK VALVE Opened at PSID Field at PSID 112 Double Check Valve Assem,PVBISVB Check Valve #1 Check Valve #2 Relief �... Leaked El Leaked Pass Fall Closed'right Closed right X Did not Open Opened at PSID El Ej Hold at 7,4 PSID Held at 1.8 PSID Opened at 2.6 PSID CHECK VALVE El Leaked #. at PSID Repairs Comments: El cleaned Rubber Kit Rebuild Final Test Check Valve #1 Check Valve #2 Pass Fail dosed Tight Closed TightEl El L I Meld at PSID Hold at PSID Cid shut off #1 close tight? Additional account W ation? Relief Valve AIR INLET Opened at PSID CHECK VALVE Opened at PSID Field at PSID 112 1/2212016 Main Report iWIMV r14Mr*TMZwa Test Report Test Confirmation # Unsubmtftd Manufacturer WILKINS Address: 14100 W 3ft Ave Hazard 117: 5011 Model: 37$XL Company: S (Wheat Ridge) LLC Meter : Type: RP Locatlow riser room on south side of bull ' ibd idd ^ Size: 1.50 Hazard: Reduced Pressure Principle Assembly Double Check Valve Assembly Initial Test Check Valve #1 Check Value #2 Relief Valve AIR INLET" 0111212016 Leaked � LeakedDid not Open Pass Fail � Closed Tight CI t' ..l ed Tight Did not Open Opened at PSID CHECK VALVE Ej Held at 7.1SID Held at 1,6 PID -- Opened at 2A SID Leaked El Held at PSID Repairs Comments: Cleaned Rubber Kit Rebuild Final Test Check Valve #1 Check Valve #2 Relief Valve AIR INLET Opened at PSI Pass Fail y Closed Tight I 1 Closed Tight CHECK VALVE Held at PID geld at PSID Opened at PSID Held at PSID Did shut off ##1 close tight? Additional account information? 1/ 222016 [Frrd. Mira Report Test Report Test Conf enation # Unsubmittiad Manufacturer: PSCQ Address: 10100 W 38th Ave Hazard to: $010 Model: Company: S (Whost Ridge) LLC meter #.- Type: RP Location: riser room on south aide of build8vaigMtsideldfiftW706 Size: 4.00 Hazard: Reduced Pressure PrincipleAssembly PV/SVS Double a al Assembly Tact Check Valve #1 Check Valve #2 liefValveInitial Re AIR INLET 01/1212016 LeakedLeakedEl Did not open El Pass Pail � Closed Tight t: ] Closed Tight laid not Open E] at PSID CHECK VALVE Held at 61 PSID Held at 1.8 PSID Cape at 2.6 PSID Leaked Held at PSID -we-pairs comments: I_ p Cleaned E]Rubber Kit El Rebuild Final Teat Check Valve ##1 Check Valve #2 Relief Valve AIR INLET Opened at PSID passI Pail II�{{.l Closed Tight Closed Tight El Cl L_. CHECK VALVE field at PSID Held at PSID Opened at PSID Held at PSID Did shut off #1 close tight? II t�l Additional account information'? 4' CITY OF WHEAT RIDGE �(30B u iI)d i2ng Inspection Division (303 234- 9 r Inspection line 3) 2 5 655 off *(303) 237-8929 Fax � e pection Type: Job Address: Permit Number: 9"o 0 No one available for inspection - Time AM/PM Re -inspection required: Yes ci When coffecdons have been made, cag for re -in tion at 303-234-5933 Ins pectar Date - DO NOT REMOVE NOTICE ICA WW En*=mwW1 tc� GooteftJOW WW ffteriat Rom 2390 Southtw Denver,CO 8043 phone: 0 74"700 w ACEC email: t. MEMBER *ftFce- Locations: Do—nver (HO), Colorado Springs, Fort Collins, and Frisco, Coldrido Mr. Matt Ferguson Confluent Development 1509 York Street, 3rd Floor Denver, CO 80206 Subject: Letter of Completion, Construction Observations and Materials Testing Services, Morning Star Assisted Living Center, West 38th Avenue and KJpIInq Street, Wheel RkIge, Colorado materialsKumar & Associates, Inc, hat conducted on�o4ll, part-time construction observations and testing services duringconstruction of Morning Assisted .#. # t # located 38th Avenue and "Ing Street in Wheat Ridge, 661dradd. A summary of the services provided are as follows. # # .. t # # # i Reviewed N a M M te M 0 rosemann* Date: January 29, 2016 & ASSOCiATESoll' To: Phil Goddard, CBO Wheat Ridge Building Department ARCHITECTURE Chief Kelly Brooks INTERIOR DESfGN Ron Bokinskie, Catamount Constructors ENGINEERING Matt Ferguson, Confluent Development PLANNING From: Nathan Rosemann, Rosemann & Associates PC Re- MorningStar Wheat Ridge CcMatt Zanafto, Catamount Constructors Zack Callaway, MAF osemann & Associates PC Attached is the updated code sheet G-100 showing the revision to the 2 Ild floor smoke doors at the NE Wing. As discussed on January 28, 2016, in person, Chief Kelly Brooks and Phil Goddard agreed to the following: 1. It is acceptable to leave Door 2000B as installed currently, swinging into the Center section as depicted on the updated Code Sheet G-100. —MssWAVAtMR-" * Sheet G-100. 3. Exit Signs will be added to the"Wing side" to confirm that there are two -means of egress from each wing. 4. The EOP Will not directly be affected by this door swing adjustment, as the NE wing has an occupant load of 31 occupants, which is below the 50 occupant load that would require the Door Swing to be in the path of travel in a means of egress per 2006 IBC Section 1008. Additional items discussed: 1. It is a requirement at the AL Activities Room to adjust the plan as to comply with WRFPD requirements* In reference to question #13 on the WRFPD comments, One of the following three options is acceptable to WRFPD, a. Remove cooking range b. Add a residential equipment suppression system at the slide in range and hood, similar to Guardian Safety Solutions International Inc, Guardian III, into the proposed residential style exhaust hood. cAdd Type I Commercial Cooking hood at this location *Please note, a Type K fire extinguisher is not required at this location, as confirmed by Chief Brooks. !E.11r4:.. s wMCA 1=1 2809 LARIMER STREET DENVER, CO 80205-2222 P303261,82291 DENVIEM CO A KANSAS CfTY, MO A ST. LOU11S, MO 3. FFE Flame Spread Compliance document to be sent to Chief Kelly Brooks 4. WRFPD Comment #11- Regarding badging of equipment, Gas meter tagging is not 5. Final Fire Inspections were coordinated between Catamount Constructors and WRFPD. • Phil Goddard and Scott Rosemann hada♦ ofregarding for Certification,Structural i' a letter is forthcoming. Special7. Kumar will issue a • • DENVER CO A KANSASG , Mtn A ST»UJSt Y Pf Y j j p` a 1 -p + � un a will. JIM l � aaa ttt & 6&��a'.a • 1 g * '{sv�iU�,y�ry { y 3aE #...8 s€ ITT !"'�'1114'1 11111 Y Pf Y j j p` a 1 -p + � un a will. JIM l � aaa ttt & 6&��a'.a 1 g * '{sv�iU�,y�ry { y 3aE #...8 Mom CS:`O08 00 ,86m laa4m I;C ufld!�)449 ptpuye anuuOAV AJO14196 M I9mIU PU1e 6U!A1 POIS!SSV cy t Uta Rf 1 g * '{sv�iU�,y�ry { y 3aE #...8 Memo rosemannAl Date: 16.6.16 & �, S S 0 (...1,: : S ; To. Ron Bokinskie, Catamount Constructors Inc ARCHITECTURE INTERIOR DESIGN From: Nathan Rosemann, Rosemann & Associates PC ENGINEERUNG PLANNING Re. PR#003 Unit 104 & 2016 Expansion Cc: Matt Ferguson, Confluent Development Matt Zanotto,CCI Curt Griner, CCI Zack Callaway, Rosemann Max Reiner, Rosemann Following up on PR#0 03 as issued by Architect on 7,20. 15, with PC 60 as issued by CCI on 9.11.15, and accepted by Confluent Development on 9.21.15, we are issuing final Construction Documents for the work to proceed. Drawings were submitted to the City of Wheat Ridge, CO on 16-06-15 S-1011 S-1012 : , " C.1. , AC -1c, S-103 FWP A-101 A-1013 .Njr_b JAk, A-107 ADt26 ,: 141 IDF-1.f} CtG IDF-2.{} A Cyr "" VL tTy IDS -1.6 i�, C "t .j� `t` IDS -2.G w E -1011B E -1012B E-3012 M-161 B 1719' ?36 M-1028 P-100 P-161 B P -12B 2809 1ARIMER STREET JfNVER, CO $02052222 JY303,261,8229 DENVEX Co A XMSM aN, Mo 4 ST. LOUS, MO CATAMOUNT CONSIRUCTOR S, INC, Lakewood, CO 80401 Ph: 303.679,0087 Fx- 303.679.1506 TRANSMITTAL: MORNINGSTAR-MEP FIRE CAULKING SUBMITTAL PROJECT: 14085-MVG Morning Star OWNER: MVG AIE: Rosemann & Associates DATE SENT: 10/09/2015 TO: Wheat Ridge Fire Protection ATTN: Deputy Fire Marshal Sprenkle SUBJECT: MEP Fire Caulking im FILE: BY: 0 Srinki r p i I a as,1*1 argum-mimakylgakIsm ____ I 1. Product Description Metacaulk* MC 150+ is a one component, general purpose fire rated sealant and smoke seat for construction joints and through - penetrations, Metacaulk* MC 15! a' anon-sag caulking grade sealant that is easy to apply as well as to retrofit. It cures to an elastomeric seal that is suitable where dynamic movement is expected, In the event of a fire, Metacaulk* MC 150+ will prevent the spread of flames, smoke, hot gases and water through joint openings and through -penetrations, No dilution or mixing is required for use. No special skills are necessary for installation. MetacaulkO MC 150+ is applied with a conventional caulking gun, bulk loading gun or can be troweled from the pail. For large applications, it can be pumped directly from the pail, MetacaulkO MC 150+ systems are rated for up to 4 hours in accordance with ASTM E814 (UL1 479) and ASTM E1966 (UL 2079) test standards. MC 160+ Is protected In a wet stage as well as In a dry stage against mold growth with a combination of blocides. Use Metacaufk'9 MC 150+ for various applications: Steel, Copper, Cast Iron and EMT Pipe Telephone, Communication Power Cables MetacaulkO MC 160+ Features • Water Based • Excellent Freeze -Thaw • Flexible Set • Paintable • VOC Compliant • Safe and Easy to Use • Minimum 3 Year Shelf Life • Inturneseent 2nMaterial Properties Asbestos Fillers None Solvents None Hazardous Ingredients None Application Color Cure Time Density Elastomeric Freeze -Thaw Skin Over Time 25-C) pH Value Volume Coverage: Caulking Gun or Trowel Red 3to4weeks (at 77'F/ 25*C) 12.5+1-0,5 lbs,/gal, Yes Excellent ZEMM for 5 gallon (18,9 liter) 1155cu,in. (18,927 cm3) VI C Negligible Flame Spread 10 Smoke Index 0 and can be used in areas under constant vibration or movement, ON =1118001211, floors and walls gypsum walls as 30 min, 4. Installation Data (at 77' F/ Install MetacaulkO MC 150+ using standard caulking techniques or trowel from pails, MetacaulkO MC 7 to8 150+ may also be pumped from the pails. When damming materials are needed, use only materials approved for the specific application, for 10.3 oz. tube (304ml) 18 cu. in. For a complete list of product (295 cm3) applicationsorfor additional technical information, call RECTORSEAL for the latest information, Step 2) Clean penetration op"R and surfaces from loose debris, 41' R Stop 3) # backing materiaL (Applicationdesigns contact RectorSeal for 1ffi # R '*'rt:. 1 iw # Testing5. Data specificFor # A R t s IMFr # R. # w . CorzanO pipe and tittings, t # # F # R # wR from freezing. If freezing occurs, thew completely before using, products # • under protective cover in original Availability Metacaufk* MC 150+ is available in caulking tubes Y • +Limitations ot* ,#..' aboveuninsulated surfaces R, • # I I I $W Ma t# R" Q fereftfionalinkir to MalewiSidetyawl#. . call: 1-800-231-3345 1-000-462-2824 RECTORSEAL 2601 Spenwick Drive, WWWRECTORSEALCOM SE Section 1 -- PRODUCT AND COMPANY IDENTIFICATION ----------------------------------------------------------------------------- IS CODES PRODUCT NAME Health 1 Metacaulk MC 150+ Flammability 0 Reactivity 0 PRODUCT CODES PPI F3 66382, 66381, 66365, 66389, 66648 CHEKICAL FAMILY organic/inorganic USE Firestopping Sealant MANUFACTURER'S NAME EMERGENCY TELEPHONE NO.. The RectorSeal Corporation Chemtrec 24 Hours 2601 Spenwick Drive (804)424-9300 USA Houston, Texas 77055 U (703)527-3887 Internationa DATE OF VALIDATION TECHNICAL SERVICE TELEPHONE NO. January 23, 2015 (800)231-3345 or (713)263-8441 DATE OF PREPARATION March 21, 2011 Section 2 ARDS IDENTIFICATION ----------------------------------------------------------------------------- GHS CLASSIFICATION PHYSICAL Ss None HEALTH HAZARDS Acute Toxicity: Orals.. Not Classified Dermal: Not Classified Inhalations Not Classified Skin Corrosion/Irritation: Not Classified Serious Eye Damage/Eye irritations Not Classified Respiratory or Skin Sensitizations Not Classified Germ CellMutagenicitys Not Classified Carcinogenicity. Not Classified Reproductive Toxicology, Not Classified Target Organ Systemic Toxicity - single Exposures Not Classified Target Organ Systemic Toxicity - Repeated Exposure: Not Classified Aspiration Toxicity: Not Classified IRO NT HAZARDS Hazardous to the Aquatic Environment: Not Classified Acute aquatic toxicity: Not Classified Chronic aquatic toxicity- Not Classified Eaoaccumulation potentials Not Classified Rapid degradability; Not Classified ---------------------------------------------------------------------------- GHS Label elements, including precautionary statements Pictograms None Signal Word: Norse Hazard. Statements; None Precautionary Statements: P102 - Keep out of reach of children. P264 - Wash hands thoroughly after handling. ----------------------------------------------------------------------------- Classifications according to SO Directives 67/548/EEC or 199/4/EC LABELING SYMBOLS: None RISK R -PHRASES: None SAFETY S -PH SES; S2 s Keep out of the reach of children.. ----------------------------------------------------------------------------- SUMMARY OF ACUTE HAZARDS May cause skin irritation. ROUTE OF EXPOSURE, SIGNS AND SYMPTOMS INHALATION Not a respiratory irritant.. EYE CONTACT Contact may cause eye irritation. SKIN CONTACT Contact may cause skin irritation. INGESTION Possible irritation to mucous membranes of the mouth, throat, and st ch,. SUMMARY OF CHRONIC HAZARDS None known. MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE Persons with pre: -existing skin conditions or chemical allergies may be more susceptible to contact effects of the cured elastomer. ...................................m............. . .......... .......= .............. Section 3 -- COMPOSITION/INFORMATION ON INGREDIENTS ----------------------------------------------------------------------------- by WT" CAS No, INGREDIENT ITS None as defined by OSHA Hazard Communication Standard 29 CFR 1920.1200. Section 4 -- FIRST Alli MEASURES ----------------------------------------------------------------------------- If INHALED: Not a respiratory irritant. If on SKINt Nash with soap and water. If irritation occurs, seek medical attention. If in EYESs immediately flush with large amounts of water. If irritation occurs, seek medical attention. If SWALLOWED- If swallowed, call a physician immediately, Only induce vomi VAPORATION RATE (ETHYL ACETATE - 1): >1 APPEARANCE/ODOR.- Red Paste/Mild Odor SOLUBILITY IN WATER: Soluble VOLATILE ORGANIC COMPOUNDS(VOC)Content (Theoretical Percentage By Weight)z Copyright - 2W8 widerwr� 1� • ixacn a�. Reprinted ka the a Fire ReSkMM* Mfbblory with permisslon from Undarwribera Laboratories lho System No. F-0-1084 July 15, 2014 ANSIIUL1479 {ASTM 814) CAN/ULC $115 F Ratings _ 1 and 2 Hr (See Item 1 } F Ratings 1 and 2 tat Item 1 ) T Ratings - W and 1 Hr {See Items 2} FT Ratings -1/2 arta 1 Hr (See Item 2) FH Ratings -1 and 2 Fit (See Item 1) FTk Ratings -U2 and I Fir (See Item 2) L Rating At Ambient - Less Than 1 CFWsq it L Dating At Ambient - LouThan 1CFM/sq it L Rating At 400 F - Less Than 1CFM/sq If L Rating At 400 F - Less Than 1CFM/sq it .. a.... it } } -..� R s } }..: •. 'i } .:� � }.: C. Furring Channels (Not Shown) — (Not Shown) — In 2 hr firw-rated assemblies, resilient galv steel furring Installed perpendicular to wood joists between first and second layers of wallboard (Item I D), Furring channels spaced max 24 In. (610 mm) OC, In I hr fire -rated assemblies, resilient gatv steel furring installed perpendicular to wood joists between wallboard and wood joists as specified In the Individual Floor -Ceiling Design, Furring channels spaced max 24 In. •: M *8=U (800) 2311-3346 www.rectorsealoom www.meWcaulk.com Copyinglit - 2008 UnderwWars Laboratofts Inc. Repdrited from the 2DOS File Resistance Dirsday with permission from UndemMiers Laboratories I= F Ratings --1 and 2 Hr (See Item 1) 0�r OWRTIM IP-TrIVICII it". I * I I 7nd shalt include the following construction features: to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel channel studs to be min 3-4/2 In. wide and spaced max 24 In. OC. .. M=- .- w - 0 I in. overlap along the longitudinal seam. Ends of sleeve to be flush with of extend a max I in. beyond each surface of wall, III III PON 111111111 1 1111 1 11 111 ji� I III IIIII�I I I LEE ffll�� loli"iiwlowm, 'Willie I A. Steel Pipe — Norn 12 In. diam (or smaller) Schedule 10 (or heavier) steel pipe, An annular space of 0 In. (point contact) to 1-314 in. Is required within the firestop system. B. Iron Pipe — Nom 12 In. diarn (or smaller) Schedule 10 (or heavier) cast iron pipe. An ormular space of 0 In. (point contact) to 1-3/4 In, is required within the firestop system. W BOG= - the firestop system, a permanent form. Packing material to be recessed from each surface of the wall to accommodate the required thirkness of fill material. sleeve Is Rush with the wall surfaces, a min 1/2 In. diam «•.« of caulk shall «•: applied to the penetrant /gypsum board Interface at the point contact location on both sides of wall. When steel sleeve Is used ' a bead of caulk is applied to the steel steevetgypsum board Interface on both sides of walL MUM.RR s. st �sa s' RR: Laboratories Inc. Reprinted from the 2W8permIsslon fromymLaboratories Inc. System No. C -AJ -1409 NovemberR# AMMIMM t }TiN 7-TE71 Z I Igg gM mgMs jr. 5Ugjjg#.Wg 11L71175} lg"2"l E01#1k=41nal Kfiag}= } Resistance Directory of types and sizes of metallic pipes, tubing or conduit may be used: A. Steel Pipe — Norn 8 In, diam (or smaller) Schedule 10 (or heavier) steel pipe. S Copper Pipe}(or heavier) copper pipe. C. }^ } — Nom 4 in. }r r }- }r heavier) copper tubing, } �r klig! 111,11; IR MEMO -SEES= (M00)231-3345 wwwrectorseaLoorn www.metecoulk.wm Copfttt - 2W8 Unclenwiters, Laboratories Inc, RWMted fmm the 2008 Fire Resistance DifeCtory Vvith permission from Undenwilers Laboratories [no ANSIAX1479 (ASTM E814) !110001 — T Ratings - 0 and 1 Hr (See Item 4) pfu I gT'M MMMMUzLCH= UEMMM NEWIS'll FT Ratings - 0 and I Hr (See Item 4) FH Ratings -1 and 2 Hr (See Item 4) FTH Ratings -0 and I Hr (See Item 4) L Rating At 400 F - Less Then I CFWsq it I li" i W " with bridging as required and with ends firestopped. For 2 hr fire -rated floor-ce"ing assemblies, nom 2 by 10 In. (61 by 264 mm) lumber joists spaced 16 In. (406 mm) OC with norn I by 3 in. (25 by 76 mm) lumber bridging and with ends firestopped. C. Furring Channels — In 2 fir fire -rated assemblies, resilient gaiv steel furring Installed perpendicular to wood joists between first and second layers of gypsum board (item I D). Furring channels spaced max 24 In. (610 mm) OC. In 1 fir fire -rated assemblies, resilient galv steel furring installed perpendicular to wood joists between gypsum board and wood joists as specified In the Individual Floor -Coiling Design. Furring channels spaced max 24 In. (610 mm) OC. D. Gypsum Board* — Nom 4 it (1.2 in) wide by W8 In. (16 mm) thick as specified In the Individual Floor -Calling Design. First layer of gypsum board nailed to wood joists. Second layer of gypsum board screw -attached to furring channels. Olarn of ceiling opening to be I In. to 1-618 In. (26 to 41 mm) larger than outside djam of through penetrant. Max diam of ceiling opening Is f Studs2. Chase Wall — (Not Shown, Optional) — The through penetrants (item 3) may be routed through a I or 2 hr fire -rated — Nom 2 by } by lumber or double lumberi lumber plates, tightly butted. Diarn of opening In sole plate to be I in. to I -W8 In, (25 to 41 mm) larger than outside diam of # # penetrant. diarn of opening CTop Plate —The double top plate shall consist of two norn 2 by 6 In. (51 by 152 mm) lumber plates or two sets of nom 2 by 4 In. (51 by 102 mm) lumber plates tightly butted. Diem of opening in top plate to be I in. to 1-5/8 In. (25 to 41 mm) larger than outside ifiam of through penetrant. diam of opening is t { D. Gypsum Board* — Thickness, type, number or layers and fasteners shall be as specified In individual Wall and Partition Designs. system. Annular space between pipe or condult and periphery of opening Is dependent upon the hourly fire rating of the floor -ceiling assembly, and typo of fill material In which It Is Installed as shown In Item 4. Pipe or conduit to be rigidly supported on both sides of the floor-colling assembly. The following types and sizes of nonmetallic pipes or conduits may be used: oellular to PVC pipe for(processor or vented (driiin, waste or piping S. Rigid Nonmetallic Condutt+ — Nom 2 In. (51 mm) diam (or smaller) Schedule 40 PVC condult Installed in accordance with the National Electrical Code (NFPA No. 70). C. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Nom 2 In. (51 mm) diam (or smaller) SDR 116 CPVC pipe for use In closed (process or supply) piping systems. D. Electrical Nonmetallic Tubing (ENT+) — Norn I In. (25 mm) dism (or smaller) coffugated-wall electrical nonmetallic tubing (ENT) constructed of polyvinyl chloride (PVC) and Installed In accordance with the National Electrical Code (NFPA No. 70). See Electrical Nonmetallic Tubing (FKHU) category in the Electrical Construction Materials Directory #r names of # ILI the table below: wr M: Yb i 3501 or Blostop 500+ • t t Min Thickness Min, Maxof Sealant Rating of Annular Within AssernW, Type Of Space, In. Ceiling, In, F Rating, T Rating, Fir Sealant (mm) (mm) Fir Fir 2 FS 1900, Metacoulk 1000, 1/2,1-1/8 1-1/4(32) 2 Q tacaulk 3501, SI top (13,38) 35M or BWtop 500+ 1 FS 1900, Metacaulk 1OW, 112,1-118 518 (16) 1 6 Metacaulk 360i, Stostop (13,38) 3500 or Biostop 500+ 2 FS + 112, 518 618 (16) 2 (13,16) 1 FS 900+ 1/2.5/8 518 (16) 1 1 (13, 16) wr M: Yb i 3501 or Blostop 500+ • t t (800) 231-3346 www.rootorseal.own wwwmetacavilk,001 Re~ from the 2W8 Fire Resistafft Directory vilth pwmJ$$Ion from Undarmliters LabormatModes # t' t T Ratings 1 and 2 !fir Items 1) Mu 111111i Ili I Ili I III I I! ill I Will Nam W IrIC11 Will and spaced max 24 Inch OC. R t t t M t . # • t. t s.. assembly.the wall accommodate i required thickness of i (8W)23t-3345 www.rectorseaLom wwwruetacaulk.00M IT] Copyright - 2008 Underwriters Laboratodes Inc. Reprinted from 0* 2008 Fire Resistance DIrWory vAth permission from Underwdlers Laboratories Inc. opening is 4 in. W 7#777- 3-�MM�-M Resistance Directory for names of manufacturers. piping systems, CUM M is I&TA or vent) piping systems. A. Packing Material — Min 4 In. thickness of min 4 pd mineral wool batt insulation firmly (point contact) to 6/8 In., sealant depth may be reduced to % In. 1, mil m XE�� ME= United States a= Emm 2 WL1222 Max. 4" steel, iron, or copper pipe, copper tube, max 2" flexible pipe, conduit, EMT, flexible conduit. Optional chase wall. Caulk only, 1 LCI Inturnescent Sealant I LCI Inturnescent Sealant ............ ........... unless otherwise noted) including nailing tabs and to completely seat against the stud within the stud cavity, Multiple I I putty pads may be installed on an outlet box to attain the required minimum thickness of putty material. Additional putty material used to seal around each conduit and/or cable fitting on the exterior of each box. A min 3/16 in. (4.8 mm) thickness of putty material is required on the exterior surfaces of flush device boxes in I and 2 hr fire rated Wall and Partition Designs. When the moldable putty pad outlet box protective material is used on boxes on both sides of wall as directed, the horizontal separation between outlet boxes on opposite sides of the wall may be less than 24 in. (610 mm) provided that the outlet boxes are not installed back to back, except as noted. SpecSeal EP55 Power Shield Box Inserts, for use with max 5 by 5 by 2 7/8 in. (127 by 127 by 73 mm) deep flush device UL Listed Metallic Outlet Boxes or UL Listed Communications -Circuit Accessories manufactured by Randl Industries Inc for use in hr or 2 hr fire rated gy 'i sum board wall assemblies framed with min 3-5/8 in mmi wide wood or steel studs and constructed Power Shield Box Insert is to be applied to the back surface of the box and may be slit to accommodate communications -circuit accessories, When the Power Shield Box Insert is used on boxes on both sides of wall as directed, the horizontal separation between outlet boxes on opposite sides of the wall may be less than 24 in. (610 mm) provided that the outlet boxes are not installed back to back, except as noted, S c. 210 srville, NJ 08876 OMWANNONNOWWW Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: October 30,2013 STI (800)992-1180 * (908)526-8000 *FAX (908)231-8415 # E-Maittechserv@sbfirestop,00m #Websitewww,stifirestop'Com (! 9L CLIV PAGE 3 OF 3 111111V =.• 1 Wall Assembly - The 1 or 2 hr fire -rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features� & Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in, (406 mm) OC, Steel studs to be min 3-1/2 in, (89 mm) wide and spaced max 24 in, (610 mm) OC BGypsum Board* - Thickness, type, number of layers and fasteners as specified in the individual Wall and Partition Design, Max diam of opening is 10-5/8 in, (270 mm), The hourly F Rating of the firestop system Is equal to the hourly fire rating of the wall assembly in which It is Installed. 2, Through Penetrant - One metallic pipe, conduit or tube to be installed eccentrically or concentrically within the firestop system. Pipe, conduit or tubing may be installed at an angle not greater than 45 degrees from perpendicular, The annular space between the pipe, conduit or tube and the periphery of the opening shall be min 0 in. (0 mm, point contact) to max 2 in. (51 mm). Pipe, conduit or tube to be rigidly supported on both sides of the wall assembly. The following types and sizes of metallic pipes, conduits and tubes may be used'. & Steel Pipe - Nom 8 in, (203 mm) diam (or smaller) Schedule 5 (or heavier) steel pipe, BIron Pipe - Nom 8 in, (203 mm) diam (or smaller) cast or ductile iron pipe. CConduit - Nom 6 in, (152 mm) diarn (or smaller) rigid steel conduit, norn 4 in, (102 mm) diam (or smaller) steel electrical metallic tubing (EMT) or nom 4 in. (102 mm) diam (or smaller) flexible steel conduit. D, Copper Pipe - Nom 4 in, (102 mm) diam (or smaller) Regular (or heavier) copper pipe. ECopper Tube - Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tube. Type of Penetrant Copper pipe or tube 2A, Through Penetrating Product* - Flexible Metal Piping - As an alternate to Item 2, one nom 1-1/4 in, (32 mm) diam (or smaller) steel flexible metal pipe to be installed either concentrically or eccentrically within the firestop system, The annular space between the pipe and the periphery of the opening shall be min 0 in. (0 mm, point contact) to max 2 in. (51 mm), Pipe to be rigidly supported on both sides of the wall assembly, 3Fill, Void or Cavity Material* - Sealant - Min 518 in, (16 mm) thickness of fill material applied within annulus, flush with both surfaces of wall assembly, At point contact location, min 1/4 in, (6 mm) diam bead of fill material applied at metallic pipe/gypsum board interface on both surfaces of wall. SPECIFIED TECHNOLOGIES INC - SpecSeal LCI Sealant * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification gc� Reproduced courtesy of Underwriters Laboratories, Inc. A876 W -L-1222 Created or Revised: January 23, 2014 Si T 1 (800)992-1180 * (908)526-8000 # FAX (908)231-8415 # E-Maittechserv@sfifirestop,00m # Websitel-www,sfifirestop,corn PAGE I OF I Specified Technologies Inc. 210 Evans Way Somerville NJ 08876 5Z Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised, January074 IN T 1 (800)992-1180 * (908)526-8000 * FAX (908)231-8415 # E-Mafl:techserv@stifirestop,corn Website:WWW.stifirestop.com PAGE I OF 2 WARD MFG L L C 3. Fill, Void or Cavity Material* - Sealant - Min 3/4 in. (19 mm) thickness of fill material applied within the annulus, flush with the top surface of the floor or sole plate. Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with bottorn surface of ceng or top plate. Min 1/4 in. (6 mm) diam bead of fill material applied at point ci ::. OGS INC - SpecSeal LCI Sealant or Type WF300 Firestop Caulk Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively, Sp!clfied Techniql2gles Inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: January 23, 2014 @ F -C-1074 (800)992-1180 # (908)526-8000 # FAX (908)231-8415 * E-Mait:techserv@stifirestop.com * Websitemww.stifirestop.com PAGE20F2 91� [ �' M. penetrations and construction joints. renenam types include insulated and non -insulated metal - I i I not contain PCB's or asbestos, K"11 WM U, a" I pipes or cable jackals, • Economical: High performance without the high price! • Highly Intumescent: Expands up to 8 times. • Excellent Smoke Seal • Water Resistant: Will not re -emulsify, when dry. * Acoustically Tested: Reduces noise transmission * Sale—Low VOC's, No Solvents, Non -Halogenated Color Red Odor Mid Latex Density U 1b,1tp1(1,08kg4) pH 9.0 Solids Content By Weight 80% Solids Content By Volume 66,9% in Service Temperature 186F (85 C) Flame Spread in Smoke Developed 0° STC Rating 62 (ASTM EWASTMC914) DIV, VOC Content M79L ,EPA Maft�MIASTMD,3960i Shelf Life 2 yrs Volume Expansion 10X Free Expansion Storage Temp, 4(rFKC)-95F( 1") FSCI* System Compatible Indicates that this product has boon testT#, and Is monitored on an ongoing basis, to assure its chemical compatiblifty, with FtowGuard GoldV, SlazeMasterO and Corzar& pipe and fitfings. FSC, FlowGuard Gold, Slazelillaster and Corzan are evsUmoompAnew licensed trademarks of The Lubrizol Corporation, to high heat or flame shall exhibit a free expansion of up to 10 times its original vol.me, The firestopping ASTM E84 (UL723) SPECIFIED DIVISIONS DW 7 07840 Through -Penetration Firestopping DIV, 13 13900 Special Construction Fire Suppression & Supervisory Systems DIV. 15 15250 Mechanical Insulation -- Fire Protection DIV, 16 16050 Basic Electrical Materials & Methods AiTechnical Service 1-800-992-1180 rrT STI Product Data Sheet - Series L0 Inturriestent Seolorit * ISFOD-5062-0215 www,stifirestop.com Fig 1. METALLIC PIPES - ConcteleMasonry Floors 8 Walls Fig 2. INSULATED METALLIC LL; PIPES ei tr ry Floors & Wells Steel sleeve LCI rippe Metallic Lcl Lot lnt d 9ltHRerai ' nt k '' Pipe Sealant wool ten d . 1� �, )t�ct Sleeve acnrte uo tooth Sides) mei Floor . Steel $ Concrete _.a._a. Stas a plexor I M JL .,..,,,,. #e . m f E 1 , Mloonal Wool ......... _._ ...... _. _ nt+nI r j 1 wool Fp. t Concrete Insulated concrete wait Insulated Wa1i �_ e pipe e+nlbly" talc pipe UIL System No. C•AJ4353 UL, System No. W -J4098 UL. System No. IC -AJ -5135 FR ' :3Hr•T Oi* FR 21-k•TR ' :IA,T4&lR F 2Fir kTRaft 34orIFir SW or Iron P : <12", Copper 130: 4' Sled ami Poe �S", GqW Floe: <4" SW orkon PO: 6, Copper Fes:4" Amu kis0 io 2" kwuiz:0" b2 PlpeCamV May. 2" from or rivieralviod pine imilaton. SealorlDeplh:1/4,. °' AnnUm114"x1 I 112' F 4 p0 rnioeld wed (2IA' ) Forrri% NoM,4paof roneraJ VVW (34 0) R k' UL System No. W -L.-2241 F Rahn ; !„ 2 Hr. T RAng:01.1;4,1,1-3/4 <2" Rigid F'VC or FNMT, CPVC, ABS Annulus: 0-1"• Sealant 5,'s' TABL.Ek- I PU ii,iurriUO4�N TESTED AND CLASSIFIED FOR FIRE RESISTANCE Metallic • R Nonmetallices including stee�., tron, or copper pipe and tubing. "f Conduits & Tubing Electronicincluding PVC, CPVC, ABS, and PEX, a f including telephone,servi nce, power distribution, computer, rN5 jl �i'I . Metal Ductwork including HVAC, bath and X11 I�IIIIr I dryerInsIIt f lfPPipes ► � d 1 heating, coding, and condensation applications, Complete Wood Floor fitestopping package for electrical, plumping, HVAC, telephone, and STI Product Data Sheet a Series L(l Intumescent Sealant * ZSFOD-5062-0215 Technical Service 1-880-992-1180 www,stifirestop.comk (380% Allow product to dry a minimum of 24 hours before exposure to moisture. t additional information, 1r packing, Position forming material to allow for the proper depth of fill material, } metallic MInsulated Pipe .,-f-� Lf sealant I Cl Seats F-7� Assembly sealant Sealant Assembly UL System No. F -C4074 UL System No. or Iron or Copper 4'- Chase wall optional, Steel, Iron or Coppm 4 FiberSteel, or ARIPVC - Chase wall optional, Metallic LCI Sealant i (B Sides) LCI SealantPipe Insulated (Both Sides) Metallic Pipe bottom,cove Dean 71 74 to 71M) at Me Intelidue 71 u -1 - penetrant with both exterior wall surfaces, bead is suggested top and w guarantee compatibility. STI strongly recommends applying this product. , Ell, AC Line o�s :,n,- Cylisu GYpsum g BtNaset Wal b rcl 9lbDaAssernbrd Assembly Assembly UL System No. W -L-1222 UL S stems Nos. W -L-51218 W- -5 22 UL System No. W -L^8425 F Rating: 1, 2 Hr * T Rating. 1i4, 3/4, 1 Hr F liming:1, 2 Fir* T Rating: # Hr & 114 Hr F Rating: 1, 2 Hr • T Rating: IA lir Steel or Iron Ripa, 8", Copper pipe 4" Steal or Iron pule: 6°, Copper pipe: a- AC Line Set; Two copper tubes, Annufm 0' to 2" • Sealant: 5/8"° Pipe coverl`ng: Max. 2" fiberglass, one with 3r`4" ABIPVC and thermostat wire 3A" ABtPVC or 2" mineral fiber Annulus: 0" to 1`°. Sealant 518" Annulus: 0- to 1-1x'2-. Sealant: 518.. Tecfinical Service 1-804.992-1180 STI Product Data Shut * Series Ul Intumescent Sealant * ZSF00-5062-0215 3 STI www.stifirestop.com accomplished using SpecSeaI8 products per the original approved design, RETROAT: When addin� or removin oenetWnis, care ilijig be lj� P & to the existing design, Reseal all openings as per the requirements of the modified design. TECHNICAL SERVICE - ------------ - - ----------------- Specified Technologies Inc. provides toll free technical support to assist in product selection and appropriate installation design, UL Systems, Material Safety Data Sheets and other technical information is available through the Technical Library at PRECAUTIONARY INFORMATION consult Material Safety Data Sheet for additional information on the safe handling and disposal of this material. AVAILABILITY PRIAM representatives or distributors, lnnnnw* K LC1300 Sealant 10.1 oz Tube 18.2 Cu In (300 roll LC1305 Sealant 5 Get Poll 1,155 Cu In (19,0 Q L 132 Sealant 20 oz Sausage 36 Cu in. (592 hill LC1329 Sealant 29 oz Quart Tube 52 Cu in. (858 ml) Adcft1WSP0CWPM&CrS.. serles SSS Sealant The industry's most versatile sealant provides the fifestopiong solutions for a wide range of combustible and noncombustible applications, fkater,based intumescard sealant expands up to &V Influrr"CentivraPSIAPS Three grades of onumescere wrap strips provide an unmatched combination of flexibility. economy, and expansion (up to 3OX). Systems for plastic pipes including FR Polypropylene up to S' pale size! SSC & LCC Firestop Collars Easy to match, economical protection for ABS and PVC pipes (both solid and foam core) as well as CPUC, PVDF and FRPP, LCC Collars are available up to 4' and SSC Collars are avail- able up to E° trade size. accuracy and ccirripleteriess; thereof is riot guarariteed. N My other warranty for any product for which this warranty is issued, Firestold Mortar Lightweight, versatile and economical! The best choice for large or complex installations, SSP Firestora Putty Available both in bar form and in pads, putty provides easy retrofit for through -penetrations and economical protection for electrical boxes, SIL Silicones Sealants and foam for through -penetrations and construction joints. Unexcelled aging charas,L termfics and flex'ibi'lity, Elastorneric Joint Seats Economical products for seating construction joints. Choose caulk or spray applied products tested to UL2079. MADE IN THE USA — COPYRIGHT 0 2014 SPECIFIED TECHNOLOGIES INC, Specified Technologies STL inc. Specified Technologies Inc. - 210 Evans Way, Somerville, NJ 08876 USA - Phone: 800.992.1180 - Fax: 908.526.9623 gig 4 S11 Product Data Sheet - Series W Interrescent Seolont # ZSF00-5062-0215 Technical Service 1-800-992-1180 www,stifirestop,com STL *0 W (see Technical Update) and increase firett 2WINVII-It =-1 - Product Name. Series SSPPurty Color Red Odor- None Density. 1,45 kgt (12.08 4aQ Sollds 1001/0 Explmslon Begins., Mf (11n) Volume Expansion: > 50(r/. (free expanson) lit-Servibe Tamp: -10-F(-2TC) " 12YF(4TC) SWWTWWI Less than M"F (4VC) STC Rating, 62 Voccontent': ODO @Dgk) St)e#Lffe* NoLimit -ASTMDW,vdEPAFeA-,dWaewaMe#W, 24 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . liner, SpecSeal6 Putty Pads are easil applied with no mess or excessive residue. • Non -Hardening - Easy retrofit! • Two Stage Intumescence features aggressive expansion. • Endothermic Filters absorb heat & release water. • Highly Adhesive formula Stays put, Allows movement. • Soft & Pliable for easy installation. • No Water -Soluble Expansion Ingredients means better water resistance! • Sound Deadening! Excellent sound attenuation properties. Reduces noise transmission. PERFORMANCE up to 3 hours, Sound attenuation properties have also been tested as per ASTM C919 and E90, Additionally, St)ecSeal@ Series SSP Putty Pads have been tested to UL263 (ASTM E119, NFPA 251) MUSLIM"* reduced to less than 16'(406 mm), MERMWN E814 (UL1479) SPECIFIED DIVISIONS DIV, 7 07840 Through -Penetration Firestoloping DIV 13 13900 Special Construction Fire Suppression & Supervisory Systems DIV 15 15250 Mechanical Insulation — Fire Protection DIV, 16 16050 Basic E Materials & Methoris Technical Service 1-800-992-1180 Sit Product Data Sheet # Series SS? Firestop Putty & Putty Pods - FOD -5010 01/2010 www.stifirestop.com [FlgL�t METALLIC PIPE PWB�EWPOWti- CONCRErEMASONRY FLOOR INSTALLATION INSTRUCTIONS d� �kE."'kiias-to-,b,e-,prot'ecte,d-,m,ust-b,e-clean and free of oil, loose dirt, rust or scale, installation , storage, and in-service temperatures must be below Putty Mortar Putty 120OF (49*C). No drying or curing is required, M -i L Fi% 2. METALLIC PIPE PDMTDS - WALLS Steel Sleeve Putty Putty Electrical -.1 Electrical Concrete C acies ConcreteCables Well wall penetration firestop systems. to facilitate installation, In syste reouired, mineral wool parts Imin. 1-1/2" J38 m" k,V#V#mvx rac*a4teitcled, Some #jUsuil wallboard sX allow for tiaht oackma. Recess for i ater Series SSP Putty, Lit System No. W- -3090 UL System No. W -J-3046 F Ra" - 2 tir - T Raling - &4 Fir FR*g-2Hr-TRX4-0R PUTTY PADS: Spec alt Series SSP Putty Pads are Flecticai, Te4tv* or Data C ables Ekkol, Teleptuine or Data cables, available as a 7.26'x 7,25" x 3116" (184 x 184 x 4,8 mm) Annulm Min 0' Arinrilus: IN to N4' Put� Depth: la of Pully on both sides, Putly Deptr 59 of Putty on both sclas. or a 9" x 9" x 3/16" (229 x 229 x 5 mm) poly release faced pad for protection of recessed electrical boxes and as a through -penetration sealant. The pad is sized K9,�3' CABLE PE 71 �-ODNCRETEMAS�ONRY FLO�ORS & WAUto fit a common 1.112" (38 mm) deep 4S electrical box. To install remove release liner from one side of pad, Concrete Align edge of pad to top of box and center pad, Adhere Mineral wait pad to top of box and bring pad down over the back of Steel Putty Wool the box, Adhering pad to all outer surfaces will create SleevePutty -------- - excess material at the comers. Pinch pleat material Mineral Wool together and told against sides of box or trim off as desired. Putty pad must be applied to a uniform depth r of 3116" (4.8 mm) (one layer of pad) over the exterior 7 steer surface of box for both 1 and 2 hour applications. Electrical Sleeve Optionally, additional putty may be packed into conduit concrete i lectrica t Cables V fittings to prevent the transmission of smoke through Floor 1 Cables I the conduit system. SEE= UL System No, C -AJ -3154 of pad may be cut off and packed around penetrants, F Rating- 1,2 3 & 4 Hr = TRallng - 0, t2 &23A t Pad strips may also be applied to penetrants in a OptiSloew - PVC' , or Sted - BecrixII, T1 dephone a Data Cables - Annulus: O'lo 2' Fmnng Matte: Nom pcf mheral YvW - Pulty Depth: 17 of ": !'for 4 Hr mortar system to create a f irestop, as well as a cushion to absorb movement due to expansion and contraction or vibration. 2 STI Product Data Sheet # Series SSP Firestop Potty & Putty Pads # FOD -5010 01/2010 Technical Service 1-800-992-1180 www.stifirestop.com STL zm STEP I zm EkOical, Telephone or Data Cables Annulm Cr to 1/4" Putty Depth: Wof Putty on both Was Old Il il mill ill Ill i STEP 3 STEP 4 R p* Iner from one skie of pad (Step 1), Abgi pad to ft We of box pwt* al the stud and adhere Woftig to the oW)sfte We of the box to ft edWs (Step 2).If wall memtx~ m In rkce, W* piny no gaps be box and gypsurn board" by ol Parer waRmtd wface, U milembram Is to be hsWled after pad nstalahm mabp tont edge of box so thal R4 WO be wnpressed around edges of box as wa ls insWW. Cut slit in pad to fit arwd ca*b a cables (Step 3), Press pad to sAace of top, boHom, and skles of box (Step 4), TOT) excess at corrers and apply to m-dX Migs conrwed lo ft box Optlora� , P4 may be packed Into nslde of cwdmt fitungs to prevent passage of md(e. Techn! ai cerviceJ400-449.11fin 11 www.stifirestop.00m Sit Product frato mew - wies W Firestop rutty K rutty ratis W FUD -5,114f UlTium Installations should be inspected periodically for subsequent damage. Any damage should be repaired using SpecSeai@) products per the original approved design. CLEAN UP I I III ��illillilill 11 Will 1!111111111 1 ii; III I I also= i mot I URAJIUUM�) H 1011701 up nearest sales representatives or distributors, A$Ii� TABLE A. ORDERING INFORMATION CAT. NO. DESCRIPTION CASE OTY. SSP100 36 in' (0,6 fter) bar 6 SSP28 24 in' (04 Ron bar - SSP4S 725 x725*xT16*1184 x 184 x 5 mm) pad 20 SSP9S 9.00'x ROT x a/16'(229 x 229 x 5 mm) pad 20 IMPORTANT NOTICE: AJl staterrIents, technical information, and recommendations contained herein are based Lpon testing believed to be reliable, but the accuracy and completeness thereof is not guaranteed, WARRANTY "W T rdocies Inc man"'ts 000d er to he free of ShIng ild jjj =g in its, UM100jAww1M1�# �#� M1 LIMITATIONS AND EXCLUSIONS: MADE IN THE USA — COPYRIGHT 0 2009 SPECIFIED TECHNOLOGIES, INC. MSpecified Technologies Inc. STL Specified Technologies Inc. - 200 Evans Way, Somerville NJ 08876 - Phone: $00,992,1180 - Fax: 908,526,9623 4 Technical Service t-800-992.1180 STI Product Qua Sheet *Series SSP firestop Puffy & Puffy Pods * FOD -5010 01/2010 www.stifirestop.com STL Emygo Hilti FS -ONE Intumescent Firestop Sealant is being discontinued and replaced by FS -ONE MAX Intumescent •# Sealant, The listed UUcUL systems on the next page have been updated to include, FS -ONE MAX. As compared to FS -ONE, the new FS -ONE MAX offers W -rated systems, superior handling properties, extended sheff life, and is now ethylene glycol free. The new FS -ONE MAX will be offered in the same package types as the FS -ONE Intumescent Firestop Sealant (cartridge, foil and bucket). Item numbers have changed. bw Nwhat 2101534 Ergdurl Iwo Firestop Intumescent Sealant 10 oz, cartridge Emdurl NAWI FS -ONE MAX 2101535 Firestop Intumescent Sealant 20 oz. foil FS -ONE MAX 2101536 Firestop Inturnescent Sealant 5 gallon pail FS -ONE MAX C= &evin Brandon Fire Protection Product Mana M firestop sealant FS -ONE MAX Product description 19 intumescent (expands when exposed to fire) firestop sealant that helps protect combustible and non-combustible penetrations for up to 4 hours fire rating Applications N Effectively seals most common through penetrations in a variety of base materials 11 For use on concrete, masonry and drywall 11 Mixed and multiple penetrations If Metal pipe penetrations 11 Insulated metal pipe penetrations If Plastic pipe penetrations 11 Cable bundles and trays 10 HVAC penetrations Advantages IN One product for a variety of common through penetrations 12 Cost-effective and easy-to-use solution 19 Water-based and paintable, IN W -rated systems available IN Ethylene gtycol-free IN Industry leading VOC results 11 Convenient multi application firestop solution for penetrations Product Information I Chemical basis I Water-basedacryRedispi Aplaticatton temperature 41°F to 104*F Storage and transportation range 41 'IF to 771F Approx. cum time 4 men / 3 days Shoff life 12 months - Temperature resistance range -4°F to 2121F Wold and mildew performance Class 0 (ASTM G21-13) Mold and mildew resistant ye's Surface burning characteristics Flame Spread: 0 (ASTM E 84-14) Smoke Development: 10 Approvals California State Fire Marshal - in Tested in accordance with ASTM G21 ASTM E 90 CAN,)ULC-SI15 UL 1479 ASTM E 814 ASTM E84 At 75PF (241C) and 501% relative humidiry ** from dale of marwfacture. RiL VIND OR CAVfrY MATERIM. 'q FO USE INTHROUGH-PENEIRATiON C 7H RpEorop SYS7EMS COUSSEE UL FRE RESISTANCE DRECTORY 66y7 APPROVED WS f" ILN Hilti. Outperform. Outlast. as Lj YAu Hifti, Ina (USA) 1-800-879-8000 1 www.us.hifti,corn I en espa6al 1.800-879-5000 t Kill (Canada) Corp. 1-800-363-4458 1 wwwhilfi,ca 1. Opening Preparation/Clearances: The fire barder opening shall be larger than the damper to allow for thermal expansion and ease of installation. The opening shall be a minimum of 1/4" (6mm) and a MaXiMUM Of 1/2' (1 3mm). The maximum multi -section is 42"w x 48"h. When steel stud/ovDsum or wood stud / VQSLIM gartitions-2rarkeino use*. ref or to Fin -1 -2 for a*1V4.*,,n ' fi** ar"'O Vpt 2. Damper Sleeves and Breakaway Connections: 411 can be 1o...:. WALL RATING - 2 HR. WALL RATING - P NR, ? K^ai G'p.mtt G,rtp w t:Y' AtGz. Giyy;v3vvn ,'.„hit:;, S'vpYt5tvn z c arvxsa � �aaas�erw k4 b& p3iti[..v ra�Yt�,a e °eV4vtYtu' BY.arvX.rvt kn z.;Yauir. � ftnYP�V 3 « WALL RATING - 2 HR, ? K^ai G'p.mtt G,rtp w lubricantsor corrosion, Dry Ra WALL RATING - t NR. W, GCFrvum �aaas�erw k4 b& p3iti[..v P MninRh 3,+d iHd4lntn. u+eitiu.0t0:fter+mcYa1 t`/Ydv>a gt F,�'0-11W+i. .wvi#i F£k sw.vUt 3 i., Gtvvuf mw!Cx..! ?�1 vmhk�YkQ3iwvw, bbkhwid, nro!xx! Gw�t'rWe:'£. PrY"+ladt. v:'Rnw:v ave X�4A`. 'C".rva�M.G t{r a�Vnt4ti ;. NYait3`�[tiaYta4. hM .t vMfsrr.. P Mvx wyA LW"blaftftru?,. ?"vxYdelt #?fF shmivxu`I# Manufacturer's Recommendations }tYy"pup'e 1tiWCi tt` u'a+R`rF. lubricantsor corrosion, Dry Ra WALL RATING - t NR. W, GCFrvum �aaas�erw k4 b& p3iti[..v F&MA� P Mvx wyA LW"blaftftru?,. ?"vxYdelt #?fF shmivxu`I# }tYy"pup'e 1tiWCi tt` u'a+R`rF. FDIFSD-OW Gen. Install PAGE I OF 4 NCA MANUFACTURIK INC. 1036 SOUTH JUPITER ROAD GARLAND, TEXAS 76042 TEL. 972-276-5002 FAX 972-276-6747 Section A -A 2.5" Min, Stud Note: Gypsum panels screwed to all studs and runner flanges, 12" oc maximum soca w surrountPgPopenrnPg,Afl fasteners are A to be UL ro,ad r UL design. Runner B 2.5' Min, Runner 90 end Double Stud Not Required on Pene- trations 36' x 36" Or Smaller IN M ��ill� � 111 11!!11111!111 a , jii�jl .1 � i:�'����i'll#�l�l�ill������ill�ill';I��l��li.11isL*EEM Is,,,- - 16 - See UL Directory for Maximum Allo ble wa Opening Size Per Fire Damper Model lim MEMS -M Floor 2,, Runn When the duct w6rk terrhinates at tKe damper or installation prohibits angles from turni g out away from the wall, the retaining angle shall be reversed (leg turned into the opening) providing the size of the opening is increased by an amount equal to twice the combined thickness of the angle and the height of the screw or bolt head to maintain expansion clearances. Angles can be placed in front of or behind the drywall attaching directly to the steel studs or masonry. NCNs Frame Retaining Angles (FRA) can be used in place of the angle mentioned above. See Note I for information on clearances. See Fig. 7 for detailed drawings of installations, 4. Actuator Connections (if www w^ and/or pneumatic connections to damper actuators (it provided) should be made in accordance with wiring and piping diagrams developed in compliance with applicable codes, ordinances and regulations, Be sure to check actuator for proper voltage and current draw, Tampering with the actuator's installation or connecting the actuator to an improper voltage and current may void the warranty. January 2009 - FDIFSD-OW Gen. install PAGE 2 OF a NCA MANUFACTURING, INC. 1036 SOUTH JUPITER ROAD GARLAND, TEXAS 76042 TEL. 972-276-5002 FAX ii2-27"74 I I - - 1 11 , I - AMI MIMM bawl""Nowd M-1010, I connections. * Standing "S'joints can be applied with no. 10 side and in bottom joint. WM Round or flat oval ducts connected to Type R, CR or CO damper collars may use no. 10 sheetmetal screws as follows: • Ducts to 22" (558 mm) wide (or dia.) and smaller may use 3 screws. • Ducts larger than 22' (558 mm) wide (or dia.) and up to 36' (914 mm) dia. may use 5 screws, • Ducts larger than 36" (914 mm) wide (or dia) may use 8 screws. NOTE. When optional sealing of these joints is desired, the following sealants may be applied in accordance with the sealant manufacturer's instructions: Design Polymerics - DP 1010. Breakway Connections wara, and Nexus are approved as breakaviay connections when installed as illustrated, MOMINTIM1111111101 - a MIN= Construction Standards except the comers may • not be bolted, alovar*, re be used with spacing as shown in diagram. 6' lung 1!16, max.. thickness plastic cleats 12* c -c (min. I per side) 4Zt, Flanged system angles —7 ER -Mb". M MSMEMMME= M3zWzMr4= Januwy_L0Q9 – FD/F$D-OW Gen. 4)stall MGE 3 OF NCA MANUFACTURING� INC. 1036 SOUTH JUPITER ROAD GARLAND, TEXAS 76042 TEL. 972-276-soo2 FAX 972-27�671 Clip Spacing Std, Clip Fig. 5 Length --O� 6" 4-- w 6, 60' Duct 4 Reqd, 7- 48* Duct ------ 3 Reqd, 5' 36' Duct 3 Reqd --lowma- 24' Duct 2 Reqd, Steeve7Duct 18' Duct & i Smaller � "—Z 1 Regd. Duct Typical TDCrrDF Joint MSMEMMME= M3zWzMr4= Januwy_L0Q9 – FD/F$D-OW Gen. 4)stall MGE 3 OF NCA MANUFACTURING� INC. 1036 SOUTH JUPITER ROAD GARLAND, TEXAS 76042 TEL. 972-276-soo2 FAX 972-27�671 Grille Mount Fig. 6 - Grille Mount (No Angle) Method Grille Mountrin' With "-OW' or "-FA" Damper Stud/Gypsum UL Approved UL Apgoved Gypsum , Wall asign a 3/4' Flange Wall Design Factory Installed Thermal Insulation insulation (Typ� 4 Sides) Factory Supplied Grille Mount'Out' 20 Ga. St 3 Sides)* 1 7 (Typ. 3 Sides)* Steel/Gvnsum xi � / ff)�' UL Approved Wall Design Gypsum Factory Installed Moo suft #10 shw metal Insulation SC"S, 8* oc� (Typ. 3 Sides)* Gypsum me, Insularrc 'ryp' 3 Sid mawnry Waft i G/Srn #10 77 CcmrW, An&M Curt i I'll _r _ g 6' Flane F r Ga r 3/4' Grille (Typ, 4 Side St \ 1 20 Ga, St, \ ^mMrjV #10 Sheet Metal Screws -, 6t' oc. Fire/Smoke Damper or Curtain Fire Damper /4' Flange 1�.'4 Sides) #10Sheet Foetal Screws, 6'oc. Grille Mount Fire(Smoke Damper Masonry or Curtain Fire Damper ULA %roved ,onry all Design Factory Installed —M Insulation / ff�p, 3 Sides)' Stud/Gypsum or Masonry Fig. 7 - Continuous Duct (One Angle) Method Of A'Urtaill ree Damper As Found in the UL File Resistance Directory Fire wait Retaining fo, Factory Installed Angle f tInsulation Fire Rated Partition it (Typ. 3 sides)* / Fasteners Retaining Sleeve Angie Fr 1€'P1 e N Im Typr u Sides 5' Max, Factory Installed (Typ. 3insutation SVides)' I Fire/Smoke Damper "r or Curtain Fire Damper Stud/Gypsum Retaining Angle, Min, V Overlap Wall r -i Fasteners f"PS'Z wail Design I I Factory Installed /_ Insulation n'u" tion Angie / (Typ, 3 Sides)* Factory Installed Sleeve — Insulation (Typ, 3 Sides)" Masonry Wall 1 12 allowmillml I I I I Fire/Smoke Damper Damper or Curtain Fire Damper The curtain and airfoil blade type fire damper installation is the same as the 3-V blade type fire damper shown. This instruction sheet has been reviewed and accepted by Underwriters Laboratories. JanuaU 2009 — FD/F$D-OW Gen, Install ,PAGE 4 OF 4 NCA MANUFACTURING� INC. 1036 SOUTH JUPITER ROAD GARLAND, TEXAS 75042 TEL. 972-276-5oo2 FAx 972-276-6747 02004 NCA Manufacturing Sleeve '114FarTe 2p 4 S 7 6'Maxx Ga. Stdo.). Masonry walls #10 Self -Tapping Concrete Anchors, 6' oc Fire tSmoke Damper Stud/Gypsum or Masonry Fig. 7 - Continuous Duct (One Angle) Method Of A'Urtaill ree Damper As Found in the UL File Resistance Directory Fire wait Retaining fo, Factory Installed Angle f tInsulation Fire Rated Partition it (Typ. 3 sides)* / Fasteners Retaining Sleeve Angie Fr 1€'P1 e N Im Typr u Sides 5' Max, Factory Installed (Typ. 3insutation SVides)' I Fire/Smoke Damper "r or Curtain Fire Damper Stud/Gypsum Retaining Angle, Min, V Overlap Wall r -i Fasteners f"PS'Z wail Design I I Factory Installed /_ Insulation n'u" tion Angie / (Typ, 3 Sides)* Factory Installed Sleeve — Insulation (Typ, 3 Sides)" Masonry Wall 1 12 allowmillml I I I I Fire/Smoke Damper Damper or Curtain Fire Damper The curtain and airfoil blade type fire damper installation is the same as the 3-V blade type fire damper shown. This instruction sheet has been reviewed and accepted by Underwriters Laboratories. JanuaU 2009 — FD/F$D-OW Gen, Install ,PAGE 4 OF 4 NCA MANUFACTURING� INC. 1036 SOUTH JUPITER ROAD GARLAND, TEXAS 75042 TEL. 972-276-5oo2 FAx 972-276-6747 02004 NCA Manufacturing FIRE DA MPERS (S TA TIC A ND D YNA MIC) Y, L INSTALLATION INSTRUCTIONS C(ji Important General Notes When UL is referred to in this document, it represents UL/ULC. This installation instruction applies to Fire Dampers (static, d namic, curtain, si le and multi -blade s mounted in the rlane of an ( I ajj fireitartibin. The gjmj 1. Opening, Preparation/Clearances: ............... The maximum oni the same as in Aabove. The maximum multi -section is42w x 48"h, Ttiis method is acceptable for 11/2 ho fire dampers moutited in a masonry/concrete or stee� stud/gypsum wall only 2. Damper Sleeves and B akaway Connections: WHO&WOOMMAMMAN M611M. orclinching(toggle)on6'(152mm) nters. Fig. 1: Metal Stud/Gypsum Wall Design Fig. 2: Wood Stud/Gypsum Wall Design WALL RATING - 2 HRWALL RATING -I HRWALL RATING - 2 HRWALL RATING - I HR, Veeorr Fast 'nooth 114"boWnut V2'wOdl, 010 sheet Mist . on , 013116pot, Rets on 10" 'enters, 2.S" Min Stud or Rurore, , Irl Min, Gyps a, i", K., Gpnum ,1,,,VVAfl1rr. aid 2.8 Min Saud Walboewd 1,5'Mirrenat Fbvo w Runner n/ 6ierrkotiecwwy, ff Req.0ed V Min, Faston with VC boWriuft Fasten with 114' bownut U2, wws, 010 sheat metal IR, weWa' #10 sheet metW We 0. ' " or 306 pop nvats &an, D' W16, popriuels on 1�eefthon on 10, cetem Fawn lefth 114' bollinul IrV wows, 010 Shoat mewl Same, w Wier pop mets on 10" centers. NW -,-f MM 19IT-11f1m, U1331ME M-111MUM 1*'Min' Gypsum 2,5' Min, Std Hboard 0e Runner Re none Aopkr -A 1, Min, Veeorr Fast 'nooth 114"boWnut V2'wOdl, 010 sheet Mist . on , 013116pot, Rets on 10" 'enters, 2.S" Min Stud or Rurore, , Irl Min, Gyps a, i", K., Gpnum ,1,,,VVAfl1rr. aid 2.8 Min Saud Walboewd 1,5'Mirrenat Fbvo w Runner n/ 6ierrkotiecwwy, ff Req.0ed V Min, Faston with VC boWriuft Fasten with 114' bownut U2, wws, 010 sheat metal IR, weWa' #10 sheet metW We 0. ' " or 306 pop nvats &an, D' W16, popriuels on 1�eefthon on 10, cetem Fawn lefth 114' bollinul IrV wows, 010 Shoat mewl Same, w Wier pop mets on 10" centers. NW -,-f MM 19IT-11f1m, U1331ME M-111MUM BREAKAWAY Traditional jointsTransverse r approved as breakaway connections. SMACNA testing r.«r -r « « ♦ r r` connections. Standing be applied sheetmetal screws (through joint and duct) subject to the following limitations, Maximum 2 screws in each «- and in bottom r * Ducts to •.(or dia.) and smaller may use 3 screws, * Ducts larger than 22" r ` (or r. and up to • 94 dia. may use 5 screws. larger* Ducts «- (or « . use 8 screws, NOTEWhen optional sealing of these joints is desired, the following sealants may be applied in accordance with the sealant manufacturer's r Design `r !P Breakway Connections r`r r r r Ward, and Nexus are approved as breakaway connections installedwhen as illustrated, a ail MAN Construction r •except cornersr be bolted. rMlbe used with spacing as shown in diagram. 6" l jliqi��Ijjjr;!! JIPI!11;111��Ijj 101111 Retaining Fire Wall Standard Turned Out Angles Angle Steel A(Vood/Gypsum or Fire Rated Partition Masonry TSY& �3_ 5� As Found in the UL Fire Fasteners Sleeve Retaining Angle Fire Fasteners A j ire Damper Dampei Turned -in Angles Fire Rated Partition Sl"v'eeve Sleeve Damperfi Fasteners Retaining Angle Retaininfi Min. V Overlap Ang' N N= i Retaining —Fire Wall Angle Steel/Gypsum or Masonry As Found in the UL Fire Resistance Directory Steel/Gypsum qlapita wall Grille Grille Mount ULApproved Wall Design ;1 IN Wift ULApproved wall Design M= � 1111111 1 � I III ii , i��Iiii 11L 11;111 1112 " . 0 # Grille Mount "Out' Grille Mount "In" Steel/Gypsum Steel/Gypsum Jul UL Approved Gypsum UL Approved ,,, Wall Design Well Design Gypsum 3.14" Flange jyp4 Sides—) ta 20 Ga. Steel #10 She tmetai Screws, 6"0c, #10 Shed Metal Fire Damper Screws, 6"oc, a El Masonry Wall Grille Mount Masonry 3/4" Flange ULAp roved (Tyle, 4 Sides) Mil g"gr, 20 Ga, Steel Masonry Watis #10 Self -Tapping Concrete Anchors Fire amper U Manufacturer's Recommendations All moving parts of the damper must be inspected and cycled at intervals not greater than every six months and in accordance with the latest edition of NFPA 90A, 92A, local codes and the actuator manufacturer, In addition, fuse links shall be removed and inspected When UL is referred to in this document, it represents UL/ULC. November 2005 — FO Gen. install PAGE 4 0] t`r", su ovaii s'aVba4(i 4va-8 au s ts"mgv7 s,.uaJ,FaxraFatrrp mrrrtrxartstunarte#,F�mt!taa}am'VftW p ,rrFrrut+uats 3uis ucwr "idzruaaa ysa�r p i' smaa# nana { 3iug�xra , J #a atuFx 717 rriuP "mW93M rexr ur ��3+r��w�nfui��V�ur�S;asaarFCPu�a�rxa�^.>rrags�z�r�y�,�,p}nm€n�r,� �nr.»aps�V� � �� I I II - It log mpy g # 4 h f. S IJ a###nip y I It RIM M WMIN to g Y41100111 HIP 11, Noun Ulf HER PH HE sp LEI j I luau swum I .#, u la g bun _.. HWU 1 Ulm WIN!RElit as pix AND PH; za:R } i% i¢g mea fl 'In if �r Willi iQ His I �� �a sc °msF ot owl I M1111 Ila Pup i ffi:.4n MIN m s` $sax a rBull HIM -. MMEMY Product e , (expandshumescent exposed i :t f;.. sealant helpsthat ttect combustible ard non-combusfibepenetra- tions A t Productuahm gas and water resistant after material has cited • Contains no halogen, t or t :t. • ligh fire rating properties • Water based, easy to clean Areas of . # } A copper and EMT pipes Coble• insulated steel and copper pipes • burdes • Closed or pipes • HVAC penetrations For use with Concrete,• a t .: A wood floor assemblies • Wall and floor assemblies rated up to 4 hours Exmilles • Seating around Pestle pipe penetrations in fire rated construction • Seating around combustible and non-combustible penetrations A construction 11 + Notice about approvalS 't t i p been sealed applied #x A•draw"A t Clean A. t to A+t t . as ' A moisture,t and wax. Structures AAt:.: g or Hile Firestop MartuaL For penetrating 1' installed in compliancecontact t.service,ReferA. localg and dectricalstandards.and UL file resistance directory for _MLftition details, Application of ^ 0# USIM 2, Install the proscribed baclififfing material type and depth A obtain the desired rating (it required). Leave sufficient depth for applying O..;. Apoication of firestop sealant: Apply FS -ONE to the required depth In order to obtain desired fire rating, contactsMake sure FS -ONE A provide maximum adhesion. For application of FS -ONE use a standard caulking gun, fog pack gun, bulk loader and tulk gun, With FS -ONE buckets, Graco type sealant pumpsused,t proper selection). 4, Smoothing of firestop mlant: To complete the sea4 tool immediately A give a smoothAY"a prior to curing, can be cleaned away from adjacent surfaces and tools 5, Leave completed 6 A for For # per endy me with an identification plate, In such id a caZ we* thre ldevrKMficaanfion plate and fasten It in a visible position k 3,"t tt' tt# 1A r*red) e Not for use— . High mvernere expansionorns • Underwater • On materials where oil, plasticizers or bleed i.e. Impregnated wood,based Seats, VM Of partially vulcanized t bbe penetration other than those specifically described or the test reporis sauty Precautions More handling, read the product and Material Safety Data Sheet for detailed use and health Infortnation • A out of of • Wear suitable gloves and eye protection Storage •Store original packaging in a location protected from M «A betweenisture at temperatures • Observe expiration date on the packaging IC80 (loternaficiow Conference Of Building Officials) •`AA-ItNo, 5071 # City of sYork MEA •# Int 041" -ul,.. I i im r CAS Number., Revision No,: 010 Revision w. f: Page: O Product d.ntifter: FS -ONE High Performance Inturnescent Fimstop Sealant Des0ption:One—paacrylic-based yy 1, Box 21148, Tulsa, OK 74121 Emergency # (Chem-Trecj: 1800 424 9300 (USA, PR, Virgin Wands, Canada), 001703 527 3887 (other countries) Ir edrents . _. CAS Number., PEL _. .. ..... TLV _ _._ w_STEi ._ .. _.._ in Water... Soluble. Mixture� __. _ ._NE NE E Calcium carbonate .. ,_. 001317465- Extirr urs#trnr Nledra _..._.m Noi applicable. li e ea iraguishcr media s approprrat for su rc ndsrs fire w_ _ mNone yv __.NE Zinc borate 138265-88-0 NE NE NE Ammonium p0 sphq1o_ . _., � 068333-79-9 NE N.E, .r _..._ . u....,... _._. E .._M. �_._... Ta%014807 96-6 t3pf _.._._.__.!? n?' _ __.. A_.. E Expandablecgmphil .. _ . _ 012777-87-6 � _ 5�! ' __.. _ _._._.2sin?' __. _.__. NE .� Etl? '_i y'r__,.w m b.. w. 000107-21-1 _ ._.,...r. M_..._ .NE C 1C !WM (A) ...... _ . N Pplybutene r. W _.... _ 009003-29- _. E. _._ ..._NE. _ , . m_ NE Iron oxide 001309-37-1 10 � ?' .a.. � w nV _ NE Glass filament d 065997-17-3 NE 5 mgtm {1) . __.. Simon dioxide w_. _ 014808-60-7 .., .__ _._. 0 05 maimNE Water_ w._gm.__. _. 007732-18- _ _ NE __.._ .w....._ NE w . NE �. it po old Limit Value, D = Ceiling, STEL = Short Term Exposure Limit, SHA Permissible Exposure Limit = ACIH Threshold None Established. MA = Nat Applicable. M indicates "as total dust", OQ indicates "as respirable fraction". ( indicates "as an aerosol', nVpcf = million particles per cubic foot. PHYSICAL DATA Apacancq Rft Odorless. Vepor O rasa . psf.... ? _.� of detefmined......._.... _. a r P e ore 3mbar @ 20C 168E Boiling Pant:._ _M ... ._ Natappliable ..._� VOC Content.. �.._._ .7.0!L in Water... Soluble. Specific Gravity: 1.5 pH: Not determined. RRE AND EXPLOSION HAZARD BATA Flash Point Non-flammable, Flammable Limits Not Extirr urs#trnr Nledra _..._.m Noi applicable. li e ea iraguishcr media s approprrat for su rc ndsrs fire w_ _ mNone yv Special Fire A htln Procedures known, Use a self-contained breatho a paratus n f htin foes involvint chemicals. Unusual Fire and Explosion Hazards: None known. Thermal decomposition products can be formed such as oxides of carbon, sulfur and phospho- rous, REACTMTY DATA table ._ �. Hazardous Poly r€zation,.�r._k ill notoccur, Incompabbrlil .. Strand acids_ peroxides and oxidrzrn�maranLs _ ._ [carapstion rcxucts _.r,..._ Thermal decomPsitfon cen Meld CO nri C2 Conditions to Avoid: None known, HEALTH HAZARD DATA Known Hazards. _ _ None known. Signs and Sy mploi s of Exp ore.�_Possi l irrrstatrn urn contact with the eyes ar up p r a ed contact ittt sii W Medical Conditions Aravated fi x ori , _ Eye and skin cooedit' s. Fouler of E pasure m € rmai q Carcinogenicity: IARC classifies crystalline silica (quartz sand) as Group I based upon evidence among workers in industries where there has been long -terra and chronic exposure (via inhalation) to silica dust; e.g. mining, quarry, stone crushing, refractory brick and pottery workers. This product does not pose a dust hazard; therefore, this das- sification is not relevant. Based upon the nature and intended use of this product, it does not pose an increased cancer risk to workers. 454 1 !! I I K; M r Saving Lives through innovation & education I HIM Firestop, Guide 2005-2006 1 1-800-879-8000 1 www.us.hild,com MSDS No.: 259 Revision No.: 010 R evision Date: 08/1 71 1 P age: 2 of 2 14,111911dAM&I R" Hazard Communicatiort This MSDS has been prepared in accordance with the federal OSHA Hazard Communication Standard 29 CFR 19101200, HMIS Codes: Health 1, Flammability 0, B ,_p!ng, carne Not IATA / ICAO Shipping _NqTo.'_'_ Not (L TSCA Inventory Status Chemical corn onents listed on TSCA inventory, SARA Title III, Section 313: This product contains < 3% ethylene glycol (CAS 107-21-1) and < 15% zinc borate (re: zinc compounds) which are §ubct to r"nudder Seqtion 313 of SARA Title 19 40 CFR Part EPA Waste Code(s): N Py _�PA as a hazardous waste, Waste Disposal Methods: Consult with regulatory agencies or your corporate personnel for disposal methods that comply with local, state, and federal safety, health and environmental regulations. CONTACTS Customer Service- 1800 879 8000 Technical Service- 1800 879 8000 Health §ofoll 1 NO 879 6000 JeerIf (x6704) ce Lmfrwca f (Chem Tree} 1800 424 93017'tILS4�, i gLi ues) _jky� �Islands, Canada); 001703 527 3887 (other contn— The information and recommendations contained herein are based upon data believed to be correct; however, no guarantee or warranty of any ki expressed or implied is made with respect to the information provided. i : 101000jEal Certificate Number 20060214-RI3240E Report Reference 2006 February 14 Issue Date 2006 February 14 Issued to: H"11ti, Inc. 5400 S 122ND East Ave Tulsa, OK 74146 USA Pap I L LaborMor es IncO., Thisistocertifi,that Fill, Void or Cavity Matenials rePresentative s4mPles Of FS -ONE WHIII 1111 1 111 RIMI MUM 1�� Additional Information: FS -ONE Sealant for use in Joint Systems and FS -ONE for use in Through - Penetration Firestop Systems as currently described in the UL Fire Resistance Directory. Only those products bearing the UL Classification Mark should he considered as being covered by UL's Classification and Follow -Up Service. The UL Classification Mark includes: UL in a circle symbol: 19 with the word "CLASSIFIEW (as shown); a control number (may be alphanumeric) assigned by st,leijig iij jjj jcqte tl,,i exlewcl' i1j."i jg1jati*x*f t1w e Look for the UL Classification Mark on the product Issued by: ReWswed by: 0. &SIAC—ouloute Christopher n r 0 Underwriters Laboratories Inc. Underwriters 4ratornies Inc. Wood Frame (Zlectrical & LowToltage Cable2.) Metallic, Combustible Penetration INIIWIVIIIIA Iql NI "'"'ill II penIMII P44 p UIPon size Floor/C i el, Cast Iron, i 11 Copper, Steel rr • e 1P* II U�N O Steel, ����Iron,III N M lI� * u.+�z, CSteel o ins y: Flexible2" Flex Steel Conduit Conduit • t an Bur Wood Frame Electrical & Low Voltage LEIN CP 653 lot CP 657 ---------- i Mechanical & Plumbing: Wood Metallic & Combustible Penetrants USEEM= Mechanical a Plumbing: !#i int tx s c 1' Metallic & Combustible Penetrations Through Wood Floo is M IMV"I�III o� � t�R t .. �,MItIIIIM��!'� }' ,g iit " ax t . t ♦Steel, Cast1 a s N t a .:.. i Steel, Cast Iron, Cooper, • Steel MT Coopet, Steel • ili ' * i • df ' Fi Retaining Collar � i �I � �ny�IV �y�I{{YII YU i 11�1{``II p`144N yI��I I■Y II I A 3+ II�qq M 11 INY PVC Bathtub See Detail ♦ * 4 648;FS Drain R.. M its lM 22I'ul.. ni+ M�I�WNtY�YI 1R ,I ("�j h I 11111/1 I�(+II 11 Drain ♦ M �� I����'.i r� n�lw 'i �k�s�i�����iii��l^.iiiG er FS ONE Glass Fiber or VC Foam Insulation a• ���1IIIstw IAlllqr ��� !a` Iron,� IONS O��NIu✓11 I� ��������� 1 +•Multiple See See Detail Mechanical 4Plumbing: Wood f, a Combustible Pei t.l.. ',. i i ,i�I � e ++.'Y YYII iiII kk Type Penetration � e Steel, Cast Iron, 30" to r- pp D � Tr— s... 612 Copperor Cond �i EMT ♦ i EUr Steel, Cast Iron, !'�lll1 pl" 011lll+"'r�lll Il011 Hour. Copper, II �I ConduitEMT Steel Conduit, 4" 1 Hour: 0" EMT to T `?i 11 P* 1u M �� # FS N ` li' 6""'A; .a.. 643N or CP„. x ” PVDF .:PVC, CPwM +► ! }. COPPIron;! i1tle.. FiberGlass or Calcium Silicate Insulation Steel or 12" Steel; V w/T'Max, Glass Copper insulation CopperFiber f Sprinkler ler Submi l Wood Frame Metallic & Combustible Penetrants One, CP606 & CPI 1. Metallic &. Combustible Penetrations Throuph sum Barrier Penetration Type Penetration Size Annular P- ting System Product --§ie-ejXast a space Number Wall iron, 3W'Steel or Cast " to 2 A" l or 2 Flo W-L-10FSONE Copper, Steel Iron, 6" Copper or Conduit, EMT Steel Conduit, V EMT Wali Steel, t iron, 30" Steel or Cast See Detail l car 2 Hours W -L-1297 CP606 Copper, Steel Iron, 6" Copper or Conduit, EMT Steel Conduit, 4" EMT Wall PVC, VC,ABS, 10"PVC or CPVC; V tO V2" 1 or 2 Hours W-1,2078 FS ONE; CP FRPP, PVDF 6" ABS or P; 64311 or CP 644 4" P P Wall PVC, CPVC 2" atlaer 'l" to i or -2Hours W -L-212$ PS ONE 11616" 1 Ll Wall Flow uctrd or 2" Either &to 1 Yet 1 car 2 Hours -L-23' 7 FS ONE Bl to r Pt e et c alit Combustible Penetrations Throu l Wood [-Riirmrier Penetration Type Penet mmtiov Size Annular '-Rating System Product Space___ Number Floor Flowguard or 2" Either V to 568" - 1 flour P -C-2270 FS ONE Blazemaster -fl-r Steel, Cast Iron, 4" All d" to 768" 1 Ho P -C-10119 CP 606 Ductile Iron, Copper, Steel Conduit, EMT Ploor JPVC, ABS, CPVC 4" All{i" to'l2," 2 Hours F C 2-6-29 CP 643%1; FS ONE CITY OF WHEAT RIDGE Building Inspection Division If ArAw (303) 234 5933 Inspection line (303) 235-2855 Office - (303) 237�8929 Fax Inspection Type: _Ly I 1 Job Address: A C, Permit Number: ,17 p, 0 No one available for inspection: Time AM/PM Re -inspection required- Yes No When corrections have been made, call for rr4le °n at 303-234-5933 Inspector; DO NOT REMOVE MIS N077CE City of' 08 cx_ Plan # Permit # Z o Property Address: 10100W.38thAve Wheatridge 80033 Property Owner (please print); 1 MS Wheatri dge LLC Phonw Mailing Address: if different than property addressl Address: 02240 Blake St., Ste 200 City, State, Zip: Denver, Co 80205 Contritor. Schlosser Signs., Inc, ---- MMMM ME= mmm mma� Phone: 970-593-1334 m3z�� 11,000.00 entrance. I Review Fee (due at time of submittal): Squares _ BTU's _ Gallons _ Amps _ Sq ft ONN,'NER/CONTWNCTOR SIGNATURE OF UNDERSTANWNG AND AGREEMENT I hereby certify that, thesetback distancLs proposed by this pernrit application are accurate and do not violate applicable ordinancos, rules Or regulations Of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements, shown and iWilim and am also authorized by the k -gal owner of any entity included on this application to list that entity on this applicatit-xi, it��0�t (01INM E� g_r (4('THOkiZEDREPRESE;VT,4TI�E) of (OfVVER) (CONTRACTOR) M Vatrano 9/25/15 Zoning; Reviewer ... ... A- .. . . SULDING DEPARTMENT Cqm,'4� Nws� Reviewer. a` C'> PUBLIC WORKS COMME?4S� OCCUPANCYi- Reviewer. FIRE DEPARTMENT,-, 0 approved w/ comments 0 disapproved C no review required Bldg Valuation: t _ r -:k> FOR OFFICE USE ONLY City of Date: Wh6atj[ COMMUNITY D E# �t1 t ` PieniPer it # Building & Inspection Services Division C 9 0 1 Z 7500 W. 29`x' Ave., Wheat Ride, CO 80033 Pian Review Fee: Office: 303-235-2855 - Fax: 303-237-5929 '. w, Inspection Line: 3013-234-5933 Building Permit Application t, Mailing Address: (if different than property address) Address; Cit e ` a r hi En loaar E-mail. ( c f Sub Contractors* . Electrical: Plumbing: Mechanical: W.R. City License ## W.R. City License # W.R. City License Other City Licensed Sub: t. t- � Other City Licensed Sub: City License # City License # OLT X11,111'' I 'I WIAI!111'�!11 All 191i 51 MORNING STAR MVG ASSISTED LIVING • REVIEW 14ASE1 ON PLANS DATED 08/05/2015 Plan/Permit #201501216 Adam Mulford (303) 478-6778 -72 -- --s Mat neca to De coffectect itc-CUCIOW columom =107?110=7 -- =777377 Trem for compliance with the applicable section, The drawings have also been marked with the same designation in the area in question, B = Building Code, M = Mechanical Code, P = Plumbing Code, E = Electrical Code, EL =Elevator Comments B-1 Fire extinguisher glass "AW" to be located in Pit Control Space area. A17.1 2013 - 8,6.1,6.5 MECHANICAL CODE COMMENTS M-1 Provide heating and cooling means (natural or mechanical) for the elevator control space and Hoistway, Ambient conditions to be maintained to elevator manufacturer's requirements, Al 7.12013 - 2,791 M-2 Provide Hoistway ventilation due to Hydraulic Fluid storage in Elevator Pit ASME A 17.12013 — 3.24.3,1 PLUMBING CODE COMMENTS P-1 In elevators provided with Firefighters' Emergency Operation, a drain or sump pump shall be provided. The pr shall have the capacity to remove a minimum of 11.4 m3/h (3,000 gal/h) per elevator. Provide "Oil Nfinder" type Sump Pump. ASNIE A17.1 2013 - 2,22.5 ff"'Imp"RE=411111111111 1111111111=2�41111 1111111 MINE= EL- I Bottom refuge space of 60" x 26" in the elevator pit shall be maintained. Any area in the pit outside of the refuge space, where the vertical clearance is less than 24" shall be clearly marked on the pit floor, A]. 7, 12013 OWNER NOTE: Please note that the elevator must be • with the State of Colorado and Conveyance Identification Number (CP15- ) provided p[igr to calling for the Final Acceptance Inspection, Please contact us with any questions that you may have regarding the registration process. la PLATFORMITHRE"SFOLD TO BE SET TO ACCOMMODATE A P10SHED FLOOR RECESS NOCKNESS Of 1 r/4-, LOCAL DTFS OFFICE TO AMST THE THRESHOLD HEIGHT BY O 15/PB". N T, RAit BRACKET FSJPPORT REQUIRED WORN 6° OF THIS DiVrNSION. CYL44DER COLLAPSED HDD mT ........, µEXTENDE€Y 15-4 3j16" . PLUNGER LENGTH._ 13'„-2 3/4 - REFER TO DATA ON DRAWING AAA22822E P/C BOTTOM CLEARANCE EY,3b" 9 fNSCE FK RSTWAY 0 FRONT' --y Lh ELEVATOR LOBBY 4 i ELEV No I 11 627921 R�. HALL FIXTURE DETAIL (DTERMtlNAL KDA, BUTTONS 0 FLOORS 1,2 02 EMERGENCY' ER JEWEL.. M FL... I (-;� ��;� FIRE RECALL KEY SWITCH & JEWEC. FLOOR ! 0 PflDNE COMMUNICATION FAKURE KEY SWITCH & JEWEL 0 FLOOR m ACCESS KEY SWITCH 1N JAMS 0 FLOORS 2 iW IFALM CUTOUT:d7e G CUTOUT T'.. u"UEthIW 5!ZE FLCFSiRS —4667F A HEIUkT WOED APE GMT W+DTti E 1 7 5A4 a 6 I/6 6 4 4 6 1/a s 4 5'-3 Tts ROTE - 00 NOT SIOLC TLOS WWNr j REFER FO DWWS Nn. 127911-: _-PN MAN UNE AND j [ LIGHT [DISCONNECT I§ (NOT BY ons) ¢ S SftASSEMBLY S) RPR£T*FINCH CONTROLLER BY 101 ,wGROVG 4�4C� ..Y .Q�.D.. # '•,�•y d' FLOOR S1U, UNEROUT SOP R . SALL FRONT WASEE U. �. DETAIL WSILL ADECLATE SUPPORT AT ALL FASTOONG"IS Of ENTRANCE .. HYDRAULIC TANK CONTROL VALVE ASSEMBLY REQUR O MUST MATHSTAND A HORIZONTAL SHUT OFF VALVE. PULL-OVT CONDE. Of 140 LBS. M 64 FASTEMNG FURY i (B W EA. ENTRANCE) IWAUDR4 SOPPORT FOR OPENING TO EDGE OF CONTROLLER CENTER SN.L S T BR (NOT 9Y OHS). 1 1 9 16 OPENING TO FLAPYIC OF SANK T`" iE 627921 ELE'.V No I iPEWNQ TO WAU OF EARN WNTROLLERI MAINLII TAW#414T NOSE 18A DOOR MUST BE LOCATED ON AM INTERIOR WALL Of THE SULDNG, IT CANNOT BE OPENED TO THE OUTSiOE OF A INALMNG,. NOTE 188 CONTACT OTTS REPRESEWATN£ FOR MRL.ACC£SS DOM LOCATION CUDEUNE DRAVANGS, Lh ELEVATOR LOBBY 4 i ELEV No I 11 627921 R�. HALL FIXTURE DETAIL (DTERMtlNAL KDA, BUTTONS 0 FLOORS 1,2 02 EMERGENCY' ER JEWEL.. M FL... I (-;� ��;� FIRE RECALL KEY SWITCH & JEWEC. FLOOR ! 0 PflDNE COMMUNICATION FAKURE KEY SWITCH & JEWEL 0 FLOOR m ACCESS KEY SWITCH 1N JAMS 0 FLOORS 2 iW IFALM CUTOUT:d7e G CUTOUT T'.. u"UEthIW 5!ZE FLCFSiRS —4667F A HEIUkT WOED APE GMT W+DTti E 1 7 5A4 a 6 I/6 6 4 4 6 1/a s 4 5'-3 Tts ROTE - 00 NOT SIOLC TLOS WWNr j REFER FO DWWS Nn. 127911-: _-PN a #Y 6 CL DF'N R 2 3p < S-2�-2` Y1Dt,�1s OPEtat�lG �J4^' ti 6 3f4 iAR tNSkDE _.._.__.., f.. ... 10 KuNc[RS8_.. � •-�_�__._ 8 8 spa Ci.EAR HiklSiY6SAv 14 PIT DOOR HAND SHOWN !S Rt:COMMEMXD OUT I DROP HAND TS WORK SPACE, M TO WALLS OR OTHER B41PkmNG ST TURES, THEN ROOR NAND MUST BE OPPOSfft S[E DETAA , t D+T' - ubulullllluii� ui ui mouwui�iiii To rea#wu so," *TMN . WON ft VERT" 7.401 2' DOODLE SLOE OPEW4G CONTRACT NO: 527921 ELEV No 4 I lffRAI110E LOAD DETAIL (LOADS SHOWN FOR OPS SiUPPUED ENTRANCES ONLY) (LOADS SHOWN LOOKING FROM L08W) ) CAB _.- ,ONSJS'S OF *M, FUSED 4D STEEL PANELS, AND A PWNTED S Ed CUUNG. CUTS CAB PANEL DE9GN COMPIScs WITH TETE. 7Ew"RAREMMS OUTLPiED M ARNE A171-20 3 CLAIRE 214.2 #. THE CETELK DESIGN ALSO COMPLO W#TH THE REOWREMENTS OUTUNED IM ASME A471_,2043 CLAUSE 2'4.23 -- MAPER4AL 6 METALLIC, L3 .. MW BE HELD LPGHT ACANNST THE WAIL FOR PROPER Ruw4c C7.. ES WITH THE ELEVATOR G 7WAY DETAIL C4M NOTE - 00 NOT SCALE TM gR4*NG ( REVEN TO TONG`S, NO, 577521- �„t R2 - RI - _.. R2 RAIL FORCE DETAIL FHG� FORCE pNCLUYES AU ACT SEE NOTES 7 A 8 CAR Rl 283 Ib4 R2 244 Itm EAeFi'Bu��£x PMPACE Y2S86 iG+ EACH MFNDER WACT i 6944 lbs A#AXNdUM BRACREt SPACH&em F4 4". a ,..,.. SUPPORTS NAT 8Y 0TiS SjL B£: i}i it TO WAN �, Rm4t. � S TOiN MAXQUM AiLOMME DITIEECTi4Ns OF 1/8' (3mm).. LADDER AIL SEE NOTES 9 A 25 (REF,--P*9O) CONTRACT No. 627424 ELEV No 4 2.375' iMTA 04 UVOO 0DMPUfS WTl1 A17.4/CM-84._15 Mp/e9t TYPCCA[.. TCP OF CAR REFUGE SPACE: 5.4 SO, TT. WITH NO SIDE LESS THAN2`a.0" AND HVIGHT NO LESS THAN T.. PT REFUGE SPACE 2'.,px4'_.D^a'2'...gp' H pllrT0M gCV1 PaRT NVMDEa LEwcT1 —7 E.D R AAA45O aF99, '43'-1" 3 ES` 2 iL AAA450 F2. 56'-C}" .'. taeCN,_....OGEC. of"it ..............�.�.._..�........... mm The fankoung items most be performed or prevvided of na cast to Otis Exhaust Company ('OTIS') by the Owner or General Contractor ar theiragents in accardaa.ea Won governing emirs. The prism and Hata tr an pctdute of itis is teased on these fbsm conditions existing at the begoninq and during ri t fan at the elevator equipment. failure to provide the items specified in this list nli repair in additional were performed by Otis beyond the scope of our contract causing kxtstaifotton delays. A chahQe order w1£ be submitted by Otis for mahours and /sir labor expended, Aa work to be performed Per the latest revision of the. applicable national code and / or facet code. QSn r l Er _.d!,.Agfk t, provide any cutouts to accommodate elevator equipment (troughing, venting, and halt fixtures) dtang wash patching sort painting of we4ks, Refers. ar sanctions teaches, with finish pointing of entrance doors and frames, if required. 2. Provide tractor trainer access to the ranging for unhissibrol of materia€ and an Cache storage area to elevator equipment as follows; dry and "Closed, pfavxdes ont-able access to the eauspor nowhere at toe Reload ferret, located within 100 feet (30.5 mstore) of the hotsiway, and is larger than 25 x 20 Beer (7t 20 ern X 6096 mm) per etevdtor My warranties provided by Otis for elevator ishopment ore Huh and raid If equipment is stored in a Turner, other than a dry enclosed bwttding structure.. 3. Provide sufficient onsite refuse containers for the propar rispasms of elevator packaging material, Should sufficient refuse containers not be provided, dispereat of packaging material shat€ become„ the respdnsibhay at the o ase, it 4. Prior to the start of tnstarchist, praNida a dry, property fncraid, ensconce and manned haistway to accordance with at$ applicable roams, 5. Provide a Cie., plumb hops#ray, with variations from the size shown on the Otis toyaut not to exceed -0 ;rich / +3 inch (25 rim). 6. function per Machine Room / Machine Space Frap / Work and Electrical Rehtu ndhortts. curves a rough opening for and atrial! a 3' X 7' standard hire rated interior door on ane side of the froloway, os shown an the Otis layout. the Machine Spent access door must not he ern Or, outside WWI, when determining the machine of the machine space domAke d mensdan an the Otis Payout ns from the inside dao, edge or the iamb and not the boar stop '.edge. Peace be advised that this Chair Canadian is very critical. Selow door manufacta6mq instructions for the different types of haistway wait ,material and make the appropriate adjustments so that this door wit be p#acrd in the prober da@atton. The door frame must be darkness, mommor to the watt to sustain a comadurrrad / minfirnte farce exerted by Otte atfutrlcat disaatnaat{s), electrical sadist, and wiring up to on approximate 325 lb, toad, math per Machine Room f Machine Space Prep / Work orrd Ehatrom Requirements the dear hared and opening +s dependant on configuration see the general contractor guide or talk to goer Otis represema#ire. if. Furnish adequate rail bracket supports and bracket spacing as required by go+rermtng code from pit floor to top of to ostein For steel or wood frame construction, adequate backing for a oarl bracket to be noub hood .,sot less than 10'_,3^ (3124 rim) ar more than tt -3" (3429 mora) from the top funding. Formula sapormar banns where ra phor d. Ret bracket atteahment supports must be expanse and bosh with the clear hcdsiwn fine, if the floor to floor freight exceeds the maximum bracket spacing coused by the elevator code, itis requires some form of sleet support to property attach our guide her brackets, The maximum allowed bracket spacing is triplicated in the rail force and bracket datotf table on the Otis tryout. Any inti bracket mounting surfaces that one mot in tine with the finished haistway, dim raiian (i.e, the smear hintref r tune) may need to be extended to meet the required distance. Otis aghwar to provide guidance an this matte, at the appropriate time, if nhi bracket embedded plate, ar inserts ore provided by Otis, they shote be installed by others in sccardonce with Otis, daaumentat&ora and :instruction.. 4 vertical tube Stott is uhtiaed as ratl support, see the Otis layout for any specific req.oxvm n#s. when a Machines space is used with a second Roar continuer tank location furnish adequate Yank Stand su arts pa / 4 pF fkush with the hokstwdy, wall when the f ntrani f haistway const -ruction endhou f i$ uredo ore. black, steel frame, or woad The support can be any of the tattowentl; hander beams, steel tube, inserts, ar embedded plrtex at locations specified as per Otis relined, Naga: When a support is provided„ Y cheap be Ohm to withstand the force shown an Ohs comfoct knond for seismic and non seismic cons:t€on. Concrete continue watts. do Hat ob a+re supports tar lone, stare. 8. Furaszsh a dry pet rineforcon to sustain evirttca9 farces on air upilt and impact 3aods an coastal head($) old i, For a shells con ar lar a group of Maam's, having one common machine roam, / mocnint space and broth($)_ The of must be dry and clean, tut enhancer pit most have a floor drain or temp pump to present the one common hardest,provide ane addhanoi normallyclosed Contact representing the machine roam I accumulation of worst,Location to be Coordinated with Of;$ to await# elf Oncratot components dyne access areas. p machine apace and tratway peak, dtteciar$. p 9 in areas requiting firefighter's Emergency Operation, d sump pump /dram dnatk be provided that sial have the capacity to ramawe a minimum of It's ms/ a (3,000 got / ir) per ancestor {2,2.2.5, ASME A17,1-2007 / CSA i.1 if the group caraboas more than one hat+stray one frastwoy smoke detectors are instatted, or it the group 844--07). Otis recommends that the owner verify the system compares with aid applicable lows and than codes, has more than one machine roam / mature space, provide one ndrrmky closed contacthe each encoo r. She contort is to represent the smoke defector in the machine room f machine space far that.. particular anisate,, and any smoke detectors in the hoistway Containing slat porikuko elevator. 22. in Canada, provide smoke dadaetars, cocatad at reqs.+++red, with tient from the rinsing divines to Bye aantrafar{s} designated return tending. a, For each group of forearms, provide a normally c#acrd contact representing the smoke detector at the designated return :ending and, if provided, from, the senting device in the pit, b. Far each group of r£rvators, provide a narntatfy cursed tomact representing of smoke detectors nacauad in elevator lobbies, bat .t W the s»dao detector at the designated ,,that leading (see above) and, £f provided. from the Musical device in the tags of .the haistway. c. For each group of irwric ns, promo, a currently aatxsed content representing the smoke detester in the elevator mant;ne ream / macrons, space($), d, If the mochme room / machine Spee,, is located at the designated rotor. lending, the smoke detective located therein shall be wired to octorste the some normey Carded contact as it's smoke detester at the designated ouldings, Whir: a machine roam is used, for spin group of elevators, provide to addition to the she", a attorney closed contact representing the sensing barites in the machine roam and, if provided, in the pit or at tar top of the nofetsay (for the Fire Nat to the Eta mai r).. 23. in the United States, if sprinktars ore instated in the hoalmay, or machine room / machine spoce(s), a means to automatically docamnect the tocatitns power suppre, to the affected eweuraor and any other power supplies used to move the ofmonw, upon or prier to the application of water :is required (unless prohibited by Wool code). Smoke detectors shall not be used to activate claimants in behaviors ar machine names / machine spaces ar to disconnect the astute power supply. 24. Provide a Codes "AEC" fire extinguisher, minimum tri as, In the modhme foarra or in a location convenient to the machine spore. 25. Air 125 not, 15 ar 20 ampere single phase rec:eptccles mstatted in pits, rrtoclamery spaces, and elevator car tops shah be of gravid tacit circuit interrupter Oicft) type, of 125 vett, 15 or 20 ampere single phase receptacles handled ;n mdaht ur roam,$ / motance spaces shalt have GFiO foundation, A dedicated singer phase recepment shagging a permanently metalled pit sump pump shelf not require GFCf prataeFon. (NEC 620-85 a, CEC Rate 13. provide old 4istol a stead safety beam per e?emotor, from side wolf to add wait at tine top of the haistway, capable of uthslonprog a mammae net neve man of SGS'O ib, (2268 kg) Otis requires 2" (51 men) onto, above the seam„ Boom most tae removed before car is annual in Operation :f it infringes are required clearance. tit, Glass used in hoistway construction must black 98% Of more oaf incident. €ult spectrum Wtrau:o€et radiation for the full freight at the haistway, IS.. If on emergency doer in a blind hoistway' is required, provide an outward stopping single section type door with doer chaser and nel€ abroad baerit per ASME At 7 -200) section 2 tt2Cor.t.act your local Otis personnel, far a dethard drawing ( 69006_FMt), showing Otis .specific reguvramaats. an h6n r.. r& provide F6. When a machine ,ions is used, provide o sudiatita dry machine .roam wiuh errors and varotttat+an in accordance w`n2h all thyneabte codes and rwgufatoons. Tho machine roam is to be maintained at a temperature between bar (f5,tLC) and IWF` (3&C). When a hoodfire space is used, the machine space wilt be in the hotptwpy behind the metal door irtstotled par Ho@somy and pit Prep / Work above with veresletier in accordance wily aft Glassoobte codes deep retractions, The machine space Fs to be announced at a temperature between 327 (OC) and 104'F. (4CrC) iYakffve humidity Hak to minted $5% non-candene,ng. facet codes may require tBghGsr temperature raregas.. The t ordernture and humidity range staff tal permanently pasted in tree machine room / machine space. Parcae check with your Local code authority for the exact requirements to you, acne. 17. Machine roam and Moah#ne space doors to moat code complaint fire lusisive crane"rustton. When a machine room is used, provide a set closing (local building cote depwromm) and sell leaking door with a group 2 locking around.. when a maafstnt space is used, provide e standard 3 x 7' $et entering (torah building Cade dependent) and sell socking metas door with a group 2 lacking device in the haistway per Otis layoutin oPh6on, ensure that ant air gaps *,sued the Trafor,p, room / machine Woe dear are posted (ia. threshold, weather sthpptng, etc.). Self corning mechont$m cannot protrude .into the machine space at any florae., The machine space door knob shaft hems a bond, ptoto an the houstem, side of the boar. t8. When a machine spare is used, Otis Will provide a mataE shroud and metal shroud cover to be mounted on the hoistway site of the machine space door frame per Otis layout, The metal stimud win accomraodote the mounting of the mann electrical hands, system, fused disconnect switch ar' circuit wreaks, for coo (,gluing, and the convenience outlet. conduit knockouts through tire "hei shroud cover will be required do needed to access the disconnect switches or 6rr.utt browsed, and convenience auttet. See Csharcot Recantation, rt r. n... for (Note: Consult with the Otis Rbprasanfateva at you. acat«on concerning the metal shroud mentioned above o machine space owhisofilme) 19. [Refers to atevatars with froweld reach," roams requiring buried piping and was way) Provide trenching and baCkfeing as nsCessory to accommodate remote mishits roam conditions. Far a 'i Pr ill, Provide hastway wails daregnad and constructed in accordance with the required pro rating (including those places whore rt vatar fortune moxas and f txoket f Sf. t.ngsPenetrateintothe h . s grawaN s) 2t. E. the United States, provide Smoke detectors, totaled as required, with wiring from the sensing devises to the sentiments) designated by Otis, a.. For east, group of elevators, provide a mo'lOstey closed contact repr'ethethi; the smoke detactar at the designated returniradinq. b Car each group of cauldrons, provide a intrantly closed Chatter eapresenting aN arrywas detectors toweled in 9ohtNas, tnestways, or aoahine roams / machine space, but W the smoke detector at the designated return tondang (sae above,) of the smoke detectors as described in i, mad ii, bataw: v. if a smoke detector is tasted to the haistway at or peace the Rower of the two recoil landings, it shah be wirtd to gaAnoto the saeres acknow e utased contact as the smoke detector located to the lobby at the tote, of the two Prout asteroids, it mach«rte roams / machine space is located at the designated return Lansing, the smoke detectors focQual therein shoat be wised to activate tine some correctly crowd contact as the smoke detector at the designated romA L Requirements for imerraflanery 14fm«nianag the fire cwt visual signal in the coal' operating panel, either t, ar ii. apply: 9. Provide and instant a fixed vertical iron 9odde, in each pit as required by govarnfng code and located per Otis layouts, a, os aoardtnoted with Otis Personnel, sadder width aid projection tram wolf per toast code. 6f pit depth is greater than 9'-10" (3000 man) (t3" g" (4F94 mm) with no floor below bottom ronaiiegy, a pit access door is rratmtred. 10, A.) Fronfinksn from FoRs; As required by the Occvpatnarsas Safety she Health Rdrr«lushation (OSHA) 1926,502 (9) (1-3), a freestanding ramavobac borccad+a at; each smoot s, opening at each floor, Harrlicholl shalt ba 42" (1067 ram) high, w'th inid-ro i and otck brand, and withstand 200 toot (90.7 kg) of ustacot and horizontal pressure. 9) Protection from Failing Objects:. As required by the Occupations# Safety and Health Administration (OSHA) 1926.*502(j), troistway protection from fatting datoe add other trades mdternots by either: f) Ful "tram, screening / mesh in front of oil elrvoace emtrounal. 2.) Secured / Controlled excess to ort elevator iabbles (Wek cod key) with pasted Notice `busy Ekevntor Personnel B d This Protection. Notes: Items A.) and B.) con. be integrated systems.. Haistwoy barricades and screening shall be constructed, maintained, and removed by omero 11, The tram entrance wait at the main Loathing. is not to be constructed until otter off etevotar, equipment is testaled in the haistway (the entire front wet - CLEAR HOaSTWAY ARDert _. must be open far vachiparson) Ramming front entrance eat➢e are not to be constructed unfit niter door frames and titre are in glace. The though openings, per sizes shown on the Otis knoma, are required. Prior to the completion and turnover of the atrrdtor(s), oil entrance wolfs must be setafed and rough openings fittrd in complete to mbinten fire rated otherwdy requirements. 12. Provide adequate support at as fastening points of each entrance, provide plumb vertical surfaces for entrance' and pita supports, one above the ether, and Oquals with the ablutions'. For 4'-0' (1214 mm) and 4'-6 . (1372 ant) two speed door arrangements, an additional haistway attachment paint is required for an ouxil=arp support bracket under the sill assembly in the center of the clear our spacing. Finish faro, and grout, if required, between door frames TO O:it triad. A hwadrtok support us to be provided t fast (305 mm) above the clear opening at the tap mediag to support the door frame assembly, if floor heights exceed 12°_0» (3658 mm), a horizontal support is to be presided t foot (305 mm) above the clear opening, if transom$ are required,, the supportwould be t foot (305 mm) Ohs" the transom height. NOTE' - 00 NOT SCA E tests DRAWW, # RECER TO ONVS, NO, _627921 -PN -EL 2& Furnish a dedicated, balanced, 3 phase. 3 wire t ect,i dt feeder system with a separate polity grounded equipment proposing conductor telahrosing in the machine room / amounts space. Size of the fe. s and grounding conductor to %.it ekavdtor power characteristics, feeder conductors and grounding temporal most be scope,.. A fused disconnect switch ar circuit bleaker copobte of bit" looked in the open position far each cteado, per the National ECectruan Code (ANSVNFPA 70) or, Canadian Doctrines Code (c22,f) with feeder or brooch whong to the cantratter (NEC, 620-51,. 620-61(t)), and 620-62 or CEC Rule, 38-013(2)(x)) must be proviided.. Fuses am to be currant outing class Per or beforehand. Circuit dampers are to hove current forenting rhordCfrri9tets inculcation to etc$$ part fuses. Fuses or circuit breakers we to be time deity to Cover the too road up accelerating current as listed in the Otis Confirmation of in wa, Supply €arm, [Nota: If the 3 phase power to the control system is simulated (Hat tram the utility), by usb at a phage converser system, tire phase character most here sit three houses admitted, Digital phase comexie a ;s rcqudred.) Furnish a separate figO vast, tS ampere singer phase branch circuit.. and SPOT fused disconnect switch ar circuit breaker co oche of being locked ;a the open sition to supply the tar t. tris, reimplanted, auxiliary fighting ower p 9 #' ro pp y 4 p st , 9 R source, and vdnttXxitan on each car to compfianCa w=in the National fssotria^at Code most be prawdnd. When a machine room a used and where prindmot, disconnects such be located adjacent to the door of the theories roam enclosure, When a machine space is used, disconnects ar chrout breakers sheat be located behind the door of the machine space per Otis layout, Branch circuit w4h to each commuter620-53 ar CEC Buse 38-053 most be provided. 9 (NEC( ) For machine room applications, a cometterace, cutlet and a suitable tight, of at less thane 200 lux (14FC) as measured at floor levet must be, provided in the machine roam with a right switch $cooled within 18 (456 mm) of lack ;iamb side of machine room door,. For machine space publications a ranv nisorra outlet located inside the reaclaTe spa, door and a suitable tight located outside the instance specs door on the lack jamb side, of not fess than 200 Lux (14F'C) as measured at floor Povsf most be p ovedod per Otis layout. Tose machine space fight 6nout stroll ba a distanced eimint "Perot* from other fighting encode, (NEC 620--23 or CEC Buie 38-023) A convtionece radial and light natant of not less than 100 Lux (WC) aS measured at the pit Etna, karat must be in the of with a ht switch handled adjacent to the 't access dear (NEC 620-24 or CEO Rule 38-074). The h9 t Fir tight iwib(s) Open be potentate guarded to prevent contact and acckmano breakage. [Motet Consult with the Otis Cansinact:oe Superintendent at your location concerning the fressng poeagraptr,f To meet the date upon which the wavbtons are to be turned over, the pofmoarrst 3 phase feeder system and protective devised must be installed and power ovatbbto prior to the start of elevator hospitals., 27, Provide 926 matt, 20 ampere power for right, teats, hoist, etc, to the batstway during ohdiddhsn. Source must be within 75 feet (22A6 M) of the haishmor 28,. Provsdr, one (1) dedatattd outside, telephone cine per elevator car to tree elevator machine roam / minfune space($),and terminated at the cantratter deehpaped by the Otis construction superintendent. Reference the A171 / GSA -1344 code and Lha sibs Comir onion of power SuRthy for specific eactusraaxronfix. 29. [Ophoust far Equaboa w+ih ad infra funding ora€mead} Provide a separate 120 matt, i5 ampere, sangte phase paws, supply with fused SPST discar+noat switch ar circuit breaker located as required icer trotarear!+rnunlaatin9 system power simply, Circuit to be arranged toe feeding from the teak€tng emergency cliban , supply if provided. Conduit end wirng ,or Tema#aty mooted ` tercaresmunucnkeng stat£an$ most be provided. 30. (Opulent for Elevation with a Battery Powered Emergency Return Unit (CRL1)) Flexion the disconnecting aeons requBed by the Ndficked Electrical Cade (NEC) or conation Etaetheal code (CEC) with on auxiliary contact old wifniq to the ce morefar, The rawor y, contact is to be poehel y open when the main disconnecting means is assn, The ouxilrary contactshall cause the ERU poorer source to be disconnected from its toad when the disconnecting moons is in the open position, Size of main contacts to suit elevator power charoctarstms. [AdmVieraf ERV ,Respinn llem) ;n the United States, heat sensors used to automatically disconnect the Tommi ur power supply prix, to the appocat^on of water from sprinklers shalt be provided with a normalry closed contact with whng from the sensing device to a Controdfer designated by dots The normally closed contact sholt be closed what, the heat sensor is not activated and beef be open when the heat fourth, is oatinated. 31, [Optionrd tar notwooems sigh Emergency (Standby') Power] Provide the emenginay, (steratsy) power unit and means for starting it, and deliver to the aievotor via disconnect switches in the machine room / machine space. sufficient power to operate ata at mare btevwtars at a time at tuts rated speed and rated Rand. An automatic Power Transfer Switch is respided for each power fester to monitor troth Normal and Emergency (Standby) Power conditions and to perform the Inipaft, from one to the other. Swatch to have two sets of cannabis closed dry coltactx. one to be open when the switch is of the Emergend:y (Stanatay) Power position, the other to open aPat, initiation of power handler and to close when transfer is somehow Switch to hove an inhibit function which hid delay transfer to Narrow and / or Emergency (Standby) pater by an adjustable period of 0 -. 300 seconds. Switch loan hove a Phase Manlier feature, which pial",bits, the transfer of power between 'love" sources unless tell sources ore in phase with each other, if a Shunt Trip mrsom is provided, an addiAlro at Normally Closed contact is required from the Emergency (Standby) Power source. Emergency (standby) power system such tee connected to the tis vitt Rower Circuit as noted in A,3 of the Confirmation of Rawer Suppry for the branch Circuit supplying the car lights, are top receRtaate, stolidly car lighting paean source and cd, Ventilation, You agree to indemnify and save Otis harmteaw 090mi t any and oft liability and casts artsanq out of your Askim to early out any of the foregoing .requirements. CM May 18, 015 Dick Brickell & Sons 8664 E Evans Ave DenveL Colorado, 80231 RE: MSE Retaining Wall Conforman MVG Morningstar Wheat Ridge, Colorado To Whom It May Concern: The following is in regard to the mechanically stabilized earth retaining walls constructed by DiAM Brickell & Sons for the above-mentioned project. Installation of the retaining walls was observed • and upon completion of construction. A summary of critical items observed is listed below. I I The retaining walls appeared to have been properly founded on native ground, The leveling pad measured 2 feet wide by 6 inched deep minimum. 2. All segmental retaining wall units used to construct the mechanically stabilized earth retaining walls were Allan Block AB Dover. 3. The maximum constructed height was found to he in conformance with the design. 4. Stratagrid 200 geogrid reinforcement was installed correctly. Vertical spacing and length of the geogrid reinforcement was found to be in conformance with the design. 5. All reinforced backfill and block unit -fill material was found to be in conformance with the design. Following the observations, the retaining walls appear to be in general conformance with the Retaining Wall Design prepared by this office dated February 12, 2015. Should you or your staff have any further questions, please feel free to call. Steve Kelley, P.E. SK Wall Design, LLC SK Wall Design 1303-900-871411801 E Girard PI #209, Englewood, CO 80113 1 steve@skwaidesign.com City of q�Wh6atR d COMMUNiTy L0 PM �ge City of Wheat Ridge Municipal Building 7500 W. 29'n Ave, Wheat Ridge, CO 80033-8001 P, 301235,2846F 01235,2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION This forni, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado, This Certification must be submitted for review and approval prior to the FIRST FRAMING INSPECTION and before proceeding with any further construction. DATE: �l P, V -7s 2D Is PERMIT#— 4 2 c)l -4-ot- ADDRESS. k0M) LOT BLOCK N SUBDIVISION I hereby certify that the elevation and location of the structural foundation for the above property described above has been measured by me or directly under my supervision, The foundation setbacks and elevations for all building corners as stated herein have been found by me to be in compliance witb all municipal setback and elevation requirements, and all civil engineering and Building permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: (0 (15) FRONT. REAR: S(WID)E: 11,C)* SIDE: The MINIMUM ELEVAVOIN has been determined to be(NAV088). The above measurements have been determined on the following location: Check only one): The setback and Top of foundation prior to placement of concrete Top of proposed foundation subsequent to placement of concrete locations are identified on the attached exhibit, e -N -A �A 0 �- V o Print Date 5 ll As Profmional Surveyor FOR OFFICE USE ONLY Approved by Inspector Date kir8mcl.wheatridge.co.us L=23.71' •' FOUNDA TIOWL OCA TION CER TIFICA TE EXHIBIT LOTS 5 THROUGH 7 OF BLOCKOF i # x NORTHEASTWIHIN THE OUARIER OF M TOWNSHIP 3 SOUTH, RANGE 68 WEST OF THE SIXTH MERIDIAN CITY AND COUNTY OF DENVER, STATE OF COLORADO i +tea 04 c .r ROCKY MOUNTAIN MERIDIAN DID NOT RESEARCH EASEMENTS OF RECORD, THE SITE IS CURRENTLY UNDER CONSTRUCTION. T I . APRIL 21, 2015 lEgALAMET—Q& LOT 1, MVG MARKETPLACE SU DIVI ION FILING NO. 1, CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATIC OF COLORADO. 10100 W. 38TH AVE., WHEAT RIDGE, COLORADO 80205 UAYMBI—MITNAT-04- • ik • : } pA #F # # i #1 � # � • a Y! , yy y MIS Y1 � pp � � • Y ! iY! �#� Y#. 1, y�. yy♦ # � , ♦. h, 5/13/'15 i N d'Ds I 0 SCALE: 1" 50 JAMES G. REICHHO F COLORADO ITS 38030 FOR AND ON BEHALF OF ROCKY MOUNTAIN MERIDIAN, INC. Mailing Address: (if different than property address) Address-, Ci!y, State, Zip: Amb n9law. Phone: 00 Contractors City License Contractor E-mail Address: Sub Contractors: Electrical: Plumbing: Mechanical: W.R. City License # Wk C4 License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form FOR OFFICE USE ONLV'."�. City of "(,�rWh6at Date. C)7 �ijd le T,g COMMUNnYDEVELOPJE�N T Planwermit # Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Plan Review Fee: Fax: 303-237-8929 Inspection Line: 303-234-5933 PAID Building Permit Application Please complete all highlighted are on both sides Of this form. forcompteft ll inns may not be pmcessed. Mailing Address: (if different than property address) Address-, Ci!y, State, Zip: Amb n9law. Phone: 00 Contractors City License Contractor E-mail Address: Sub Contractors: Electrical: Plumbing: Mechanical: W.R. City License # Wk C4 License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form """, I= I mf!t I 0 NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING • i ADDITION \R WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE RESIDENTIAL ACCESSORY MECHANICAL i i • Mi REPAIR r iw * REPLACEMENT •i Sq. FULF Btu's Gallons Amps Squares Other SK Wall Design 1' Girard Englewood, CO 80113 303-900-8714 PROJECT , PROJECTPROJECT LOCATION: Wheat Ridge, CO NUMBER: ppr ed Revised Critical Cross Section Calculations "Al 6,113 , , The calculations on the followi U efsnyviolatonto $ions of dw ••• a• , F the provi t# not bo, valif Version 3.0. The NCMA's SRWall Software version 4.0.5 was The project will be constructed using the Allanr AB Classic Units and Stratagrid ..:: Steve Kelley, P.E. SK Wall Design APPROVED w} ¢ ( National Concrete Masonry Association W�0 Project ID Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time N= :15001 Morningstar-MVG DB&S SJK SK Wall Design 1801 E Girard Place #209 Englewood, CO 80113 :303-900-8714 WA214�+. Design Wall Height(ft) :7 Embedment Wall Height(ft) : 0. Exposed Wall Design Height(ft) :6. - 1 Number of Segmental Wall Units :11 Wall Inclination(degrs) ee : 5.1 Live Load Surcharge(Psf) :100,00 Live Load Surcharge Setback(ft) :2.50 Dead Load Surcharge,(Psf) 0.00 file:,///Crogram%2OFi,les%20(x86)/NCMA/SRWall%204,0/Report, htmI 2/13/2015 National Concrete Masonry Association Pagge 2 of 6 Segmental Unit Name : AB Classic Cap Height (inches) Fricti Unit Height (Hu)(Inches) 8.00 Unit Vthdth (Wu)(Inches) 1ZOO Unit Length (inches) 1&00 Setback (inches) :0.84 Weight (Infilled)(1b) :135.00 Unit Weight (I nfilled)(pcf) :135.00 Fat Clay With Sand :6.00 Leveling Paid $oil Foundation: $nd Segmental Unit Name : AB Classic Cap Height (inches) :4.00 Unit Height (Hu)(Inches) 8.00 Unit Vthdth (Wu)(Inches) 1ZOO Unit Length (inches) 1&00 Setback (inches) :0.84 Weight (Infilled)(1b) :135.00 Unit Weight (I nfilled)(pcf) :135.00 Center of Gravity(Inches) :6.00 Supplier Product Name Number SGISO 0 SG200 5 SG350 0 SGSOO 0 file-/i/C-./Program�"/�`2OFiles"/`20(x86)/NC,MA/SRWall`/`204,0/",Report,htmI 2/13/2015 National Concrete Masonry Association Page :3 of 6 qsqiyflir0 +a Geosynthefic Product TO ObittSGISO t r F iFi I LTDS ) l d 1575.00 1.55 1.10 1.20 Q SG200 3600.00 1.55 1.10 1,10 1919.419 0470 O 0 S3 5000.00 1.55 1,10 1.10 2555,90 0.70 0.70 OOe 1.10 1:07 3 5,1 0.70 0.70 Unit -Unit Ince 0-`+ inimum Shear Shear Friction a S ity(ibif) Anglehear amcity city (ua 500.00 3750.00 rtC+ai#rrit nr 0r1 tr 0es Minimum um 1st Inflection Point (Ilrl l) 2nd Inflection int (Ihift) Geosynthetic pr Product Conn. Capacity NormalLoad Connection Normall-oad Max (i ) (Ibiff) Capacity polff) Connection (Ibffi) apa ity(ltsift) 5150 930.00 1157.00 1450.00 1550.00 1.450.00 200 951.00 234500 1900,00 30 .00 1900.00 350 0.29:00 2189.00 1055,0.0 3000. 1950,00 S 500 948.00 1995.00 2000.00 3000.00 2000,00 n�tta �9rr" #gar rr thm mfirir MaxiGeosmum Shur rl�tlar Product Angle SS;Iblit)r hear Capacity titya 5 150 $00.00 .00 3780.00 SG200 000.00 40.00 3750.00 5350 500.00 40.00 3a 00. 5500 500. 40: 3750:00 Vertical Components of Earth Pressures Used file:IIIC: ro ar %2O i s°r� i iNC1 a 2 all /o2O .0 po , t /13/201 National Concrete Masonry Association Reinforcement Soil(Stabc)(Ka) Reinforcement Soil(Statc)(Kah Horizontal Component) MMMM Internal Stability Retained Soil(Statc)(Ka) Retained Soil(Static)(Kah Horizontal Component) External Modified Back Slope(Bext) External Stabifty W file:///C,:/`rogra,t-n°r'02OFiles`/`20(x86)/'NCMA,/SRW�204,0/",Report. htmi 2/13/2015 National l C oncr t ry Association Page 5 cel" �Et art ��" rsa Calculated sign Criteria OS Sliding 1.52 > 1M FOS Overturning 4.40 > 2.00 FOB Bearing Capacity 6,61 > 2.00 Base Reinforcement Length- (L)I j 6. 01 Base Reinforcement Ratio (UH) ----------------- 0.55 > 0.60 Results of B GeosUnit ynth ti Elevation Length Anchor FOS FOS FOS Layer Spacing Product (ft) (it} LengthOverstressPullout Blida it > 1460 1.60 >=1.60 =x.00 10 8200 6.00 6,60 2A4 21.53 4.72 17.966 OK 5 S200SG200 4,67 6.50 3.12 27.37 10.37 5.64 O 6 S 200 3.33 6.50 156 20.41 1416 5.52 CHIC 4 S 200 464 6.50 4.45 16.34 17.50 4.67 OK 2 SG200 S 200 0.67 6.50 5.16 13.54 21.21 3.21 nk �s Firt iti t n F 6 1 Geos tlttl crest FSB Unit act Toppling n Barr (i 10 6.00 8200 15,17 36.22 5 4.67 5200 22.66 6 3.33 62017 16.32 4 2.5 520 13.05 0.67 St20t1 6.27 ile:/ / :/,Pro r °/ "files°/' 2 NCM' . °�2O4, /` rt. r /201 � National Concrete Masonry Association 0 7` ft 0 5 4.) ft Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time DB&S SJK SK Wall Design 1801 E Girard Place #209 Englewood, CO 80113 303-900-8714 file:///C[Program/'o2OFF les%20(x86)/NCMA/SRWall%204,0/Report,htmI 2/13/2015 National Concrete Masonry Association Project ID Project Name Owner Chent Prepared By Company Address Telephone Section Project File Vendor Data File Data and Time UMMMIGM OB&S SJK SK Wall Design 1801 E Girard Place #209 Englewood, CO 80113 303-900-8714 : 6.67' Height :6.67'Section.prj Design WaU Height(ft) -6. Embedment Wall Height(ft) : 0. it Exposed Wall Design Height(ft) : 6. Number of Segmental Wall Units :10 Wall Inctination(degrees) 5.)] wmr*r,rri ► Live Load Surcharge(Psf) :100.00 Live Load Surcharge Setback(ft) : 2.50 Dead Load Surcharge(Psf) :0.00 file:///C,:/P,rograni°/�2OFiles*/`20(x86)/N'C,M'A/S,RWall"/�204.0/Report,htmi 2/13/2015 National Concrete Masonry Association Segmental Unit Name : AB Classic Cap Height (inches) Frictl Unit Height (Hu)(Inches) 8.00 Unit VOdth ( 'u)(Inches) 1ZOO Unit Length (Inches) :18.00 Setback (inches) : 0.84 Weight (Infilled)(1b) : MOO Unit Weight (I nfilled)(pcf :135.00 Fat Clay with Sand :6.00 Leveling Pad Soil Recycled Concrete Foundatlon� Segmental Unit Name : AB Classic Cap Height (inches) :4.00 Unit Height (Hu)(Inches) 8.00 Unit VOdth ( 'u)(Inches) 1ZOO Unit Length (Inches) :18.00 Setback (inches) : 0.84 Weight (Infilled)(1b) : MOO Unit Weight (I nfilled)(pcf :135.00 Center of Gravity(fnches) :6.00 Supplier Product NameNumber Number SG150 0 S600 5 SG350 0 SG500 0 file:///(,',:,�Progratn%20Files%20(x86)/N'CMA/SRWall%204,0/Report,htmI 2/13/2015 National Concrete Masonry Association Page 3 of 6 tic 'ria i Geosynthetic Product uft ) Oblftbfft1 RFc RFd RFid LIDS i Cris 1875.00 1.55 1.10 1.20 916¢42 0.70 0,70 S200SG200 3600.00 1.55 1.10 1.10 1919,49 1 01001 3 $004,00 1.55 1.10 1.10 2665.96 0470 0,70 SG500 6400X0 1,55 1.10 1.07 3508.10 0.70 0.74 Unit -Unit Interface rca a i Minimum Shear Shear FrictionMaximum city(i i) n gica Capacity 800.00 40400 3780.00 t tic n"st nn tura n I Minimum 1st friffection Point (1bIt1) 2nd Inflecti Point (ibltt) c synth tic Product +conn. Capacity Pear i l d Connection Pio ai f Max (t ) (lbI t) Capacity i it) Connection IbPtt) apacity(ibi ) 150 930.00 1167.00 1450,00 1550:00 150.00 200 951.00 2348.00 194440 3000.00 I 4.00 350 924..00 2189.00 1950.00 3000 00 i p IP iI0 4540 $49.00 1995.00 2040,00 *Aftn 40 0.0 ntltotic �! It Oar trri +a ahatc Minimum Shear Friction Maximum m P ct he Angle her a ist i)y(ibit) Capacity ty)i 1 0 800.00 40.40 3780.04 1200 804,44 44.40 3780.04 350 800.54 40.00 3780.40 544 804.00 40,04 378.00 Vertical Components of Earth Pressures Used ; No file./%'C/Pro am�/�20 i1 �/� t 6), A/ 1 ?/'o ,0 rt.htm 2/13/2015 National Concrete Masonry Association Reinforcement Soil(Statc)(Ka) Internal Stability Retained Sofl(Stabc)(Ka) Retained Soil(Statc)(Kah Horizontal Component) External Modified :,op Q"A External Stability file:///C:/1-4rogram`/"2OFileS*`/�-)O(x86)`/N`RMS SRWall`/`2O4.0/Rel)ort,htmI 2/13/2015 National Concrete Masonr ss i tion Page 5 of Result of t mlt t t n Calculated sign Criteria 6 Sliding 1.62 > 1,60 OS Overturning 4.41 > 2.00 FOS Bearing Capacity 6.70 > 2:00 Base Reinforcement Length (L)(ft( 6.00 Base Reinforcement Patio ) 0.90 > 0.60 Resutts of (ntrn ti tt nit GeoUnithetic Elevation Length Anchor FOS FOS 6 Layer Product (fl( (fly tIOSG200 length Overstress Pullout SlideSpacing (hg( (ft( »1.50 >=1,60 >=1.60 >=2,00 o-00 6.00 1: 56.06 3.31 37.09 tilt 6 S 200 4.67 6.00 2.62 32M 7.66 11.30 OK 6 SG200 3.33 6.00 3.30 23.36 11.74 6.46 is 4 SG200 2.00 6.66 3.66 16.16 15. 4.40 OK 2 -------- S 200 0.67 6.00 4.66 14.76 16.63 3.43 OK Results of n b��ti t nil SOS E i Gear theti Crest i le P act To in conn flan I (> .0g>=1.50 6.00 200 67.02 63.00 6 4.67 S 200 29A0 6 3.33 SG200 18.97 4 .0 6200 14. 2 0.67 SG200 11.90 f l :///C" / rogr t %2 it �/Of i i r°* 0 .0/ ort,htr 2/13/2015 National Concrete Masonry Association =1=019MMMIX, - Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 6,00 ft DB&S SJK SK Wall Design 1801 E Girard Place #209 Englewood, CO 80113 303-900-8714 6.67* Height 6.67* Section.ptj MhUdWivia file:///(,',-,/Program"/*2OFiles"/�20(x86)j,NCMA/SRNN'alp 204,0/Repcert. htmI 2/13/2015 National Concrete Masonry Association Project ID Project Name Owner Ckent Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time MMM�� mom, t DB&S SJK SK Wall Design 1801 E Girard Place #209 Englewood, CO 80113 303-900-8714 6.00' Height 6.00' Section.pri Design Wall Height(ft) Embedment Wall Height(ft) Exposed Wall Design Height(ft) Number of Segmental Wall Units : 9 Wall Inclination(degrees) : 5. cl, Top Slope(degrees) : O.CM Live Load Surcharge(Psf) :100.00 Live Load Surcharge Setback(ft) 2.50 Dead Load Surcharge(Psf) oko 2/13/2015 National Concrete Masonry Association Segmental Unit Name : AB Classic Cap Height (Inches) Friction Angle(M) Unit Height (Hu)(Inches) 8,00 Unit Width (Wu)(Inches) 112.00 (degreesl 18.00 Setback (inches) O Weight (Infilled)(fb) :135.00 Unit Weight (Infifled)(pc m. Fat Clay witti Sand : &DO Leveling Pad $01l Recycled C« Foundatl Segmental Unit Name : AB Classic Cap Height (Inches) :4.00 Unit Height (Hu)(Inches) 8,00 Unit Width (Wu)(Inches) 112.00 Unit Length (inches) 18.00 Setback (inches) O Weight (Infilled)(fb) :135.00 Unit Weight (Infifled)(pc :135.00 Center of Gravjtyf)nches) : &DO - I -•I'll 11 11 1 1 I'll, I — , w x : ♦� I = Supplier Product Name Number SG150 0 SG200 4 SG350 SGSOO 0 file:///C:[Progra,tn%20Fileso/o-70(x86)/NC MA/Sid Wall%204,0/Report,htmI 2/13/2015 National Concrete Masonry Association Page 3 of 6 roti r0 r Geosynthefic Product Tuft RFcr R RFId {0bltt) Ci Cd llbltt) G1 1875.00 1.55 1.10 1.20 916.42 0,70 0.70 SG200 3600.00 1.55 1,10 1.10 1919.49 0.70 0.70 8C3 $000.00 1.55 1.16 1.16 2665.96 9.79 0.70 G5 ------------- 00.00 1x55 1,10 1,67 3566.10 0.70 0.70 n- n�i tis ISO t lnimum Shear Shear Friction Maximum Shear C pnnity)Ibdtt) Angle Capacity Ibfitt) 600.00 40,00 3790. Minimum 1st Inflection Paint Ibltt) 2nd Inflectionint ) bift) �rntltl Product C I L d CnntlOn X10 I L tt Max )tbCtt )Itliit) Capacity (Ibl) connection if it) C nit Ib19) 150 930.00 1167,00 1450.00 1550.00 1450.00 SG2OO 951.00 2348.00 1900.00 3000.00 1900.00 C35O 92R,00 .2189.00 1950.00 3O{IOwIiO 1511.00 503500 .00 1995.00 21}00.00 3000,00 2 n t finit r rt GeosyntttMinimum Maximum Shear Friction Shear Angle Shear tIrnt Cn yl lt ) Capacity lb t C15O 900.00 40.00 3790.00 C2OO 800.00 40.00 3750.00 G35O 600.00 40.00 3780.00 C5OO 800.00 40.00 3780.00 Vertical Components of Earth Pressures Used : No ln:r"lxC : 'r r a i i r� i l r 3 / 3ac rt. Zt2/13/1-015. . National Concrete Masonry Association Reinforcement Soil(Stabc)(Ka) 0.178 Reinforcement Soil(Statrc)(Kah Horizontal Component) 0.168 Internal Modified Back Slope(Bint) 0.000 Orientation of fadure plane frorr, wizonta,p for 58.419 Internal Stability Retained Soil(Statc)(Ka) 0.312 Retained Sofl(Stabc)(Kah Horizontal Component),0.295 External cacti ed Back Slope(Bext) :0.000 Orientation of failure plane from hodzontal(degrees) for 49.333 External Stability file-.1,`{/-/Program%2OFiles%20(x86)/`NCMA/SRWa,it�//�2O4,0/Report,htmI 2/13/2015 National nal Co. rete Masonxy Association Result of External Stability Static Analysis Calculated Design Criteria riteria FOS Sliding 1.51 a 1.50 FOS Overturning 4.43 > 2.00 FO ring Capacity 5.51 > 2. Base Reinforcement Length ( )(ft) ) 5.50 Base Reinforcement Patio (UH) 0.92 > 0.6 ati +� lnt l tlarllt c rtl SRW Unit aoan#Matic Ficaticsn 'Length Anchor FOS FOS FOS Layer pacingp Product (ft) (!t Length Overstress Pullout 6ilda d (it) =1p501 »50 x1.50 =2.00 5 SG200 4.67 5.50 2.12 31.79 4.09 17.16 OIC SG200 3.33 5.50 2,50 27.36 9.33 7.94 OK 4 SG200 2.00 5.50 3.45 20.49 13.00 5.09 OK 2 SG200 0.57 5.50 416 16.26 16.45 3.72 Ott u � trill c t�� l r Heel €�onthatF} Unit Fico Connection d (i acctling *1825 >=1.50 5 4.67 G20036..15 6 3.33 200 22.95 4 2.00 SG200 16,35 2 0.67 d200 13.00 file,///C;/raniOo2O i e `/` ,/ f ,. `� 0.0/fie a ri. t i 2/13/201 National Concrete Masonry Association VITMIN 6 0 I'd ft Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 3,510 ft DB&S SJK SK Wall Design 1801 E Girard Place #209 Englewood, CO 80113 303-900-8714 6.00' Height file,///C,:/Pros,�,ram`/"20,Files`/`20(x86)/`NCMA/,SRWa,11"/`204,0/Report.htmI 2/13/2015 National Concrete Masonry Association 1=1 Project ID Project Name Owner Cfient Prepared By Company Address Telephone Section Project File Vendor Data File data and Time MIMI9M= : DS&S : SJK : SK all Design : 1801 E Girard Place #209 Englewood, CO 80113 :303-900-8714 5.33' Height 5.33' Section.pri Design Wall Height(ft) :5. Embedment Wall Height(ft) : .f Exposed Wall Design Height(ft) : * Number of Segmental Wall Units : 8 Wall Inclination(degrees) : W Live Load Surcharge(Psf) :100.00 Live Load Surcharge Setback(ft) :2.50 Dead Load Surcharge(Psf) :0.00 file:///C:/,Prograiil%2OFiles%20(x86)/,NCMA/SR Wall?/'o-104,0/,Report. htmI 2/13/2015 National Concrete Masonry Association Segmental Unit Name : AB Classic Cohesion (c) : 4A0 Unit Weight : 8.00 Unit Wdth ffu)(Inches) (PSO Unit Length (inches) (7)(pco ----------- - ------ Setback (Inches) :0.84 Weight (Infilled)(1b) :135,00 Unit Weight (I nfilled)(pcf e :a iw I Fat Clay with :6.00 L! q nPad Soil V! 11 9 P Recycled r Co Fioundafic n Soil Fat Clay with Sand Segmental Unit Name : AB Classic Cap Height (inches) : 4A0 Unit Height (Hu)(Inches) : 8.00 Unit Wdth ffu)(Inches) : 1ZOO Unit Length (inches) :18.00 Setback (Inches) :0.84 Weight (Infilled)(1b) :135,00 Unit Weight (I nfilled)(pcf :135.00 Center of Gravity(inches) :6.00 Supplier Product Name ro uc a M, u m b e r Number SG150 0 Odt.N SG200 E EP MON 4 SG350 0 SGSOO 0 file:///C,/Program�/i`2OFil/�20(x86)/NCM.A/SRWa]1y/'o2O4.0/`Report, htmi 2/13/2015 National Concrete Masoar Association Page 3 of 6 nFrc r i Geosynthetic Product Tull R cr RFd RFId ttaD Cl d SGISO 1875.08 1.55 1.10 1.20 918.42 8.78 8.78 SG200 3600.00 1.55 1.10 1 1.18 1919.49 8.70 0,78 5880,80 1.55 1.18 1n10 t35.9a 8.70 0.78 S5 88.88 1.55 t.10 1.87 3588.10 8.70 8.78 Unit -Unit Interface Pr rfLes Minimum Shear Shear Friction Maximum Shear Capactly(lblit) Anggl city (Ili 8.00 ,08 3780.00 tt otic nl rtr�c�n n Minimum 1st Inflection Paint (I' ft) 2nd Inliection Point (tial ) ayrathtic Product Conn. Capacity Normal Load Connection a l l Max d (I #t) (Itat) city (l et) Connection (t ) Capacity(lbift) S 150 030.00 1187.00 1450X0 1550.80 1450.00 SG 00 851,80 2348.00 1900.00 3888.88 1900.00 358 929.00 2189.00 195&00 3000.00 195888 SGSOO 1148.00 4 Quit nn )Ann tin n +�14 � (i hair rr�ti r�k�S synthetic tratrratarn Shear Friction Irrrtam tact SherAngleSher Ca ctty(i ) n city {Itt) 5150 88040 40.88 3758. SG 00 808.08 40.00 3780.00 S50 800.00 40.80 3788.00 S 500 800.00 40.00 3780608 :l t 'r t °a s i s)i t i C rt.i lrl 2/13/2015 National Concrete Masonry Association Page 4 of 6 Nn, Reinforcement Sofl(Static)(Ka) : 0.178 Reinforcement Sofl(Stabc)(Kah Horizontal Component) : 0.168 Internal Modified Back -© :0.000 Orientation of failure plane from horizontaketegrees) for : 58.419 Internal Stability Retained Soil(Statc)(Ka) : 0.312 Retained Soil(Statc)(Kah Horizontal Component) : 0.295 External Modified Back Slope(Bext) :0.000 Orientation of failure plane from horizontal(degrees) for 49,333 External Stability A file-///C:/Program%2OFiles%20(x86)/NCMA/SRWall%204,0/,Report,,htmI 2/13/2015 National a r sc a ayF Association Pageof 6 Result of Extemal lbilq t t c � Calculated ign Criteria FOS Sliding 1.51 > 1.50 FOS Overturning 4.45 > 2.00 FOS Bearing city 5.96 > .0 Base Reinforcement Length (1.((ft) 5.00 Base Reinforcement Ratio (L1fl( 0.94 > 0.60 ---------------- Results Of Intemal Stabiljttic rani R synthetic Elevation Length Anchor 6 FOS FOS Layer Spacing t9ralt Product (h( (( Length Overstress Pullout Slide(( (' ( >=1.50 > 1.50 >=1.50 >=2.00 6 200 4.67 5.00 1.62 55,99 2.74 36.23 Oft 6 60200 3.33 5.00 2.30 32,97 6.93 10.59 O 4 200 2. 5.00 2.'96 23.47 10.63 5.97 O 2 6200 0.67 5.00 3.66 '15,12 14. 4.10 OK Results of circ i( + raai 6i SOS SRW Heel e ynthetic t FOS !Unit 1 c Toppling Cann tics (i>>..50 6 4.67 00 65.50 32.75 6 3,33 6200 29.59 4 2.00 SG200 19.05 2 0.67 SG200 14.42 zt 2/13/2015 National Concrete Masonry Association k'ITRllI=2v=I - I 51 Z 3 fI Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time 5,00 ft : DB&S : SJK : SK Wall Design : 1801 E Girard Place #209 Englewood, CO 80113 303-900-8714 : 5.33* Height file,///C;/,Program�/r 0Files*/"20(x86,)NCMA/SRWall�/�204,0/Report. air nI 2/13/2015 National Concrete Masonry Association Project BCS Project Name Owner Client Prepared By Company Address Telephone Section Project File Vendor Data File Date and Time IRMEZZ= DB&S SJK SK Wall Design 1801 E Girard Place #209 Englewood, CO 80113 303-900-8714 4.67' Height 4.67' Section.pri Design Wall Height(ft) :4. Embedment Wall Height(ft) : 0.# Exposed Wall Design Height(ft) :4. Number of Segmental Wall Units : 7 Wall Inclination(degrees) :5.1 M f -T. MLMIIU — M Live Load Surcharge(Psf) :100.00 Live Load Surcharge Setback(ft) :2.50 Dead Load Surcharge(Psf) 0 2/13/2015 National Concrete Masonry Association IMEW Segmental Unit Name : AB Classic Cap Height (inches) F rdi Unit Height (Hu)(Inches) 8.00 Unit Width ffu)(Inches) 1ZOO Unit Length (inches) 18.00 Setback (inches) :0.84 Weight (Infilied)(lb) : 13&00 Unit Weight (In fifled)(pcf) :135.00 Fat Clay with Sand :6.00 Leveling Pad Soil Foundation son IMEW Segmental Unit Name : AB Classic Cap Height (inches) :4M Unit Height (Hu)(Inches) 8.00 Unit Width ffu)(Inches) 1ZOO Unit Length (inches) 18.00 Setback (inches) :0.84 Weight (Infilied)(lb) : 13&00 Unit Weight (In fifled)(pcf) :135.00 Center of Gravity(Inches) :6.00 I MI Supplier Product Name Number Product Name Number SGISO 0 SG200 3 SG350 0 SGSOO 0 fiIe,///C,:/'rte g,ramO/ ZI I" o20Fileso/o2O(x86)/N`CMA/SRWall%204,0/Re�port.,htmI 2/13/2015 National Concrete Masonry oci ton Page 3 of 6 � ♦a Vertical Components of Earth Pressures Used : No e:///C - ra t s°/� ,)P ��, t7 6 /NCAd S ."email°/' 20 .0/ curt. tmi 2/13/2015 Geosynthetic Product Tuft RF r RFd RFld LTDS 1b1ft) Cl d SG150 187&00 1.55 1.10 1.20 916A2 0.70 0.70 SG200 3600,00 1.55 1.10 1.10 1919.49 0.70 0.70 SG350 5000.00 1.55 1.10 1.19 2665. 0,.70 0.70 SG500 6400.00 1.55 1.19 1.07 'ACM 4A 0.70 0w7 nit -)t )rpt ) Minimum Shear Shear Friction Maximum Shea p city(lbif7) Angle(lb/ft) 0.00 40.00 3780.00 nt,�t n( 0nn t)0n r r0 +art Minimum 1st Inflection Point (tb(it( 2nd Inflection int (Ehfft) Geosynthetic Product conn, Capacity Normal Ld Connection Normal Lod Max (1 ft) (1 ff) Capacity (thlft) connection (thi0) pcity(thlft) G150 930.00 1167.00 1450.00 1550.00 1450.00 0 951.00 2348.00 1900.00 3000.00 1900.00 350 929.00 2189.00 1957.00 3000. 19 000 500 948.00 1995.00 2000.00 3000° 2000:0 tht)+� rtat h n ) ttrtrn Shear i nrthtchr Friction er Angle ) Shear itctt(1 ft) cy 150 8 .00 40,00 3780.00 200 800.00 40.00 3787140 350 800.00 .00 3780.00 500 800, 00 3780,00 � ♦a Vertical Components of Earth Pressures Used : No e:///C - ra t s°/� ,)P ��, t7 6 /NCAd S ."email°/' 20 .0/ curt. tmi 2/13/2015 National Concrete Masonry Association Page 4 of 6 Reinforcement Soil(Stabc)(Ka) : 0.178 Reinforcement Soil(Stabc)(Kah Horizontal Component) .t16! Internal Modified ?.:Sa.B< 0.000 Orientation of failure plane from honzontall'degrees) for 58.419 Internal Stability Retained Soil(Statc)(Ka) 0.312 Retained Soil(Statc)(Kah Horizontal Component) 0295 External Modified Back Slope(Bext) :0.000 Orientation of failure plane from horizontal(degrees) for :49.333 External Stability file:///C:/,Prograiii%2OFiles%20(x86)/NCI A/SRWall%204,01,RepOrt, htmI 2/13/2015 National `coca t a nr Association Result of Exjqma!jjatffjt t nal l Calculated Dsign Criteria FOS Sliding 1.50 > 1.50 FOS Overturning 4A9 > 2.00 FOS Bearing Capacity 6.15 > 2.00 Base Reinforcement length (t.((tt) 4.50 Base Reinforcement Ratio (U 0.96 > 0.60 Results of Internal Stability StaticAnglysLs SRW Geosynthetic Elevation Length Anchor FOS FOS FOS Layer Spacing Unit Product (ai) (ft) Length Overstress Pullout Slide (ft) It (ft) >=1.50 >=1.50 >-1.50 >=2.00 SG200 3.33 4.50 1.90 31.76 3.49 16.27 OK 0 2.00 4.50 2.9 27.17 9.29 7.39 OK 2SG200 ------------------ 0.67 4.50 116 20.2 11.75 4.55 O Results rr Fain bili t ti nil i SRW OSreat Fed n Llan p ing 1.503:09 >=1.50 W 38.10 23.04 16.32 file.fil/ :% ogr,am%2Os%20(x86)j MA/SRW o/o2 4,0/ rt. tm2/13/2015 1 National Concrete Masonry Association 4- ; = - ;= Project ID Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time DIMS SJK SK Wall Design 1801 E Girard Place #209 Englewood, CO 80113 :303-900-8714 4.67' Height :4.67* Section.pri file://,/C,-/Program�/"2OFiles"/x"20(x86)/NCMA/SRWall*/�204.0`Repcert, htmi 2/13/2015 National Concrete Masonry Association Mffmclmu Project ID Project Name Owner Client Prepared By Company Address Tetephone Section Project File Vendor Data File Date and Time MEMO= I SDOI Morningstar-MVG DBAS SJK SK Wall Design 1801 E Girard Place #209 Englewood, CO $0113 303-90D-8714 4' Height :4'Section.prj Design Wall Height(ft) 4. Embedment Wall Height(ft) 0. Exposed Wall Design Height(ft) I],; Number of Segmental Wall Units 6 Wall Inclination(degrees) S. � * 11 OMM=01 , IaM Live Load Surcharge(Psf) :100.00 Live Load Surcharge Setback(ft) :Z50 Dead Load Surcharge(Psf) : 0.00 file-///C:I,Prog,ram%2OFiles%20(x86)/NCM,AISRWall%204,0/,Report,hti,nI 2/13/2015 National Concrete Masonry Association Segmental Unit Name aAB Classic Cohesion Friction Angle(0) Unit Height (Hu)(Inches) 8.00 Unit Vvhdth ffuji(Inches) (pso (degrees) :18.00 Setback (inches) : 0.84 Weight (Infilled)(1b) :135.00 Unit Weight (Infffled)(pcf) :135.00 Fat Clay with Sand -6.00 Leveling Pa- . I Fat Clay with Sand Segmental Unit Name aAB Classic Cap Height (inches) 4.00 Unit Height (Hu)(Inches) 8.00 Unit Vvhdth ffuji(Inches) 1ZOO Unit Length (Inches) :18.00 Setback (inches) : 0.84 Weight (Infilled)(1b) :135.00 Unit Weight (Infffled)(pcf) :135.00 Center of Gravity(inches) -6.00 SupplierProduct Name Number SGISO 0 SG200 TSGSOOO 3 SG350 0 0 2/13/2015 National Concrete Masonry Association Page 3 of 6 ttatic i Geosynthetic Product Tuft (I bIft)SC31 Fcr RFd RFld 1 DS l d 50 1675.00 1.55 1.10 1.20 916A2 0.70 0„70 SG200 3600.00 1.55 1.10 1..10 1919.49 0- SG350 0000 1.55 1:16 1.10 2665.66 0.70 0,70 SGS 00.00 1.65 110 1,07 3506.10 0.70 0.70 latit�ilnit (nt + Minimum Shear ear Friction MaximumShear apacity(IbtttAngle Cap (Ibtn 666 40.00 376.00 t9htic n tioSnh rti es Minimum tat Inflection Point (Ibtn) 2nd Inflection Int (Ib1n Geosynttctic Product n. 0 1t c Connection Normal MaxCapacity d Isfl Capacity (1b19 Connection(I (Iblf a city(lblft( S 150 930.00 1167;00 1450.00 1550.00 145040 200 961:99 2348.00 1966.69 3000,00 1900.00 St3350 929.00 2159<00 1950.00 3.000.00 1 59t9p S 500 848.00 1995.90 2 0.00 5, 00: t+atic Tait r t n tfaatic Min num Shear Fiction Maximum Product Ca pait Ager cI Shear Capacity (Ift( 5150 $00.00 40.00 3760.00 SG200 600.00 4040 3760,00 S 360 600.00 40.00 3760.00 SGSOO 600.00 40.00 3780.00 ComponentsVertical file:///C,/Prograni%2OFiles%20(x86)/NCMAI,SRWali%204,0/Report,htmI 2/13/2015 �r National Concrete Masonry Association Reinforcement oil( tatic)(Ka) ; 0.178 Reinforcement oil( tatl )(Kah Horizontal Component) : 0.168 Internal Modified Back l pe(l int) : O.000 Orientation of failure plane from horizontal(degrees) for 419 Internal stability , Retained oSl( atatic)(Ka) ; O,312 Retained soil(>tatic)(Kah Horizontal Component) : 0.295 External Modified Back lope( xt) : O.ODO Orientation of failure plane from hord ontal(de ree ) for :49,333 External Stability :///C:1` rog, ,n °/'`2 iFi °/�Cl x//SR l 04.0 r , t 'l 2/13/2015 National Concrete Masonry Associabon WUIMM«,M 4, 00, t Project 0 Project Name Owner Client Prepared By Company Address Telephone Section Vendor Data File Project File Date and Time DUS SJK SK all Design 1801 E Girard Place #209 Englewood, CO 80113 303-900-8714 :4'Height m3c�.� file.///C:/`Program%2OFiles*/��70(x86)/NCMA,/,SRWal]/�2O4.0/R`eport,htmI 2/13/2015 A B C D 1 2 3 4 5 LOT 1 WHEAT RIDGE DENTAL GROUP EX/STING STORM WM--�rM WM WM MANHOLE (TYP.) M WM -- WM WM WM WM WM WM WM WM WM WM - WM EXISTING STORM INLET (TYP.) i r, s s • -- S , s y �' � �• '� �_-= �---' -li-- I I I_ _L. i -1 "_'._ i i I I 1 � � G G i1 1 7 1 1 1 1 1 1 1 / 1 1 TRACT A ORTON HEIGHTS SS SS LOT 1 ORTON HEIGHTS I TOW = 95.8 FGW = 90.0 . i EAST FACE TOW= 95.8 FGW = 95.0 TOW = 95.0 FGW = 89.0 TOW = 95.8 t FGW =89.0 ROPOSED - EA INLET RETA NING WALL (DESIGNED Y OTHERS) TOW = 95.8 FGW =90.0 AREA INLET TOW = 95.8 FGW = 90.0 TOW = 95.8 FGW = 92.0 WM — EAST FACE TOW = 95.8 FGW = 95.0 TOW = 95.8 FGW = 93.0 TOW = 95.0 FGW = 93.0 TOW =95.0 + FGW = 95.0 1 t 1� END HAND RAIL HAND RAIL t �- EAST FACE TOW = 95.8 FGW = 95.0 \ \\ f 5 PROPOSED AREA INLET PROPOSED / AREAINLET / JI a L 5395.08 PROPOSED BUILDING FF = 5396.0 PROPOSED - AREA INLET PROPOSED ROOF DRAIN CONNECTIONS (IYP.) WM WM WM M WM WM — WM WM -G G G G G G— --G—Gy EXISTING 5' Ct�NTOUR WEST 38TH AVE. SS—SS—SS- sS - ST Ss Ss - ; Ss SS SS -V i STORM INLET PROPOSED \\ ST INLET SS G G G G G G-- �_ Ss Ss ss ss ,EXISTING WATERLINE II I ! 9 M I i \ OTHERS)/ EXISTING GAS LINE I I iV w „ \ EXISTING SANITARY SEWER II SS SSI Eq Mi \\ ' EXISTING 94- C) ii / -- TELEPHONE LINE I II SS LO I l II 38TH & KIP INGPARK SUB z° I I I _ 5396 gsI I 8� I f I v I I `� I "- - I I r5 I -5397— ct� I PTt�ERTY —Ll N— INE I0 11 I I 1 j P - � II i I I IN V III II \ 0=029°46'36" -' cnI I ST I R=150.00' -- --' p 9 L=77.95'- � x- 0 I1J8' --- — — — — -�-------- PROPOSED STORM MH A 397 ---------------------/ —tea'`=st3��1 r 5 — —.--------- - / N89°12'50"E 305.03' 8=090°33'00" _.—`_`_ T T R=15.00' L=23.71' W WM WM WM WM WM WM W'WEST tH PL.�CE , WM WM WM WM WM WM WM WM \ \ oo\ i \ I \ LOT ----"f 38TH & KIPLING PARK SUB. DISCOVERY PARK A=030°00'00° --' �\ 'I R=150.00' I � I Work shall comply with 2012 IBC, IPC, IMC. IFGC, IFC, 2014 NEC and any applicable City of Wheat Ridge Municipal Codes. 1[: 0:40 PROPOSED FLOW DIRECTION W14EAF 3', 'h LORAQo Wheat R.*w Middling Department Approved �Ir BUIL I IAL DATE Validity of permit +ssu i -o permit or approval of plans,specifications and computation hs ,i not.be F ormit for, or an approval of, any violation to any of the provisi,,c,s ofth, Pdmq code or of any City ordinances. Permits presuming to ywe auth, violate or cancel the provisions of the Building codes or ottwov. ',a;,ces vf the City shall not r, valid. ,\ L=78.54' ,. ty (��v APPROVED Subject to Field Inspections Wheat Ridge Building Dept. o f I ---------- - 1-r- — o ff p l; N90100100"W 25.77' I j ST \ 1I OT� S) / WM I I 1 I I IU) // o 0 0 20 40 SCALE: 1"= 20' ORir,INAL GRAPHIC SCALE JANSEN STRAWN assumes no responsibility for utility locations. The utilities shown or this drawing have been plotted from the best available information. It is, however, the contractors responsibility to field varify the location of all utilities prior to the commencement of any construction. JANSEN STRAWN CONSULTING ENGINEERS 45 WEST 2ND AVENUE DENVER, CO 80223 P.303.561.3333 F.303.561.3339 CA REG/ T C, u 36328 'r/ONAL Jan 29, 2015 FOR AND ON BEHALF OF 1AN8EN STRAWN CONBULTM ENOINEER8, INc, BENCHMARK: CITY OF WHEAT RIDGE VERTICAL CONTROL MONUMENT, BEING THE NORTHEAST CORNER OF SECTION 28, T.3S., R. 69W. ELEV = 5396.45 (NAVD 88) CALL UTILITY NOTIFICATION CENTER ®F COLORADO PROPERTY LINE- 5820 PROPOSED 5' r;ONTOUR 5821 PROPOSED 1' (;ONTOUR — — 5820 — — EXISTING 5' Ct�NTOUR - 5821 - — EXISTING 1' CO NTOUR — — — — — — — DRAINAGE EA`,EMENT �Cm PROPOSED S10RM LINE EXISTING STUI M LINE � 0 PROPOSED S10RM INLET EXISTING STORM INLET PROPOSED CONCRETE WALK PROPOSED FLOW DIRECTION W14EAF 3', 'h LORAQo Wheat R.*w Middling Department Approved �Ir BUIL I IAL DATE Validity of permit +ssu i -o permit or approval of plans,specifications and computation hs ,i not.be F ormit for, or an approval of, any violation to any of the provisi,,c,s ofth, Pdmq code or of any City ordinances. Permits presuming to ywe auth, violate or cancel the provisions of the Building codes or ottwov. ',a;,ces vf the City shall not r, valid. ,\ L=78.54' ,. ty (��v APPROVED Subject to Field Inspections Wheat Ridge Building Dept. o f I ---------- - 1-r- — o ff p l; N90100100"W 25.77' I j ST \ 1I OT� S) / WM I I 1 I I IU) // o 0 0 20 40 SCALE: 1"= 20' ORir,INAL GRAPHIC SCALE JANSEN STRAWN assumes no responsibility for utility locations. The utilities shown or this drawing have been plotted from the best available information. It is, however, the contractors responsibility to field varify the location of all utilities prior to the commencement of any construction. JANSEN STRAWN CONSULTING ENGINEERS 45 WEST 2ND AVENUE DENVER, CO 80223 P.303.561.3333 F.303.561.3339 CA REG/ T C, u 36328 'r/ONAL Jan 29, 2015 FOR AND ON BEHALF OF 1AN8EN STRAWN CONBULTM ENOINEER8, INc, BENCHMARK: CITY OF WHEAT RIDGE VERTICAL CONTROL MONUMENT, BEING THE NORTHEAST CORNER OF SECTION 28, T.3S., R. 69W. ELEV = 5396.45 (NAVD 88) CALL UTILITY NOTIFICATION CENTER ®F COLORADO 811 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. �Cm unIt It a � 0 m 0 m v d J Q W 0.2 S ZLL ppJ wOc=i>> pp o o Z V m o m a p o dada - 3E � op W 1W M N 0 M 0 5 LU Z 0 Z_ z z Q p W O� Z � G Date: 03/26/2014 Job No.: 14020 Sheet: C400 General Notes: 1) Contractor shall contact all utility companies prior to construction for location of all underground utilities (i.e. water, sewer, electric, gas, telephone, & cable TV). 2) The subgrade at the base of the proposed retaining walls shall be native, undisturbed material or well compacted, controlled fill material (95% of Maximum Standard Proctor ASTM D698, and ±2.0% of optimum moisture content). Consult with site geotechnical engineer as necessary. 3) All segmental retaining wall units shall be Allan Block AB Classic, AB Ashlar Blend, AB Dover or AB Abbey Blend. The manufacturer's specifications for each product shall be used during construction. Should a conflict occur between the manufacturer's specifications and the normal construction methods used by the contractor, the contractor shall contact the engineer to resolve said conflicts prior to construction. 4) Geogrid shall be Stratagrid SG200 minimum or pre -approved equivalent structural geogrid reinforcement as shown on the construction drawings. 5) The reinforced backfill material to be placed between the geogrid layers shall be free - draining crushed stone material. Drainage fill shall be installed a minimum of 12" behind all block facing. 6) This Retaining Wall Design is based a Detailed Grading Plan prepared by Jansen Strawn, Job No. 14020, dated 9/12/2014. SK Wall Design assumes no responsibility for grading, finished wall heights or lengths, easement or property line encroachments, or landscape Irrigation removals & improvements. 7) The soil assumptions in this design are based on a geotechnical report prepared by Kumar and Associates, Job No. 13-1-623, dated 1/24/2014. The soil design parameters are assumed to be as follows: Area 0 Unit Weight Soil Description Reinforced Soil 380 80 pcf Recycled Concrete Retained Soil 250 120 pcf Fat Clay with Sand Foundation Soil 250 120 pcf Fat Clay with Sand Unit Fill and Reinforced Backfill shall consist of crushed recycled concrete or similar crushed stone meeting the following gradation tested in accordance with ASTM D-422: Sieve Size Percent Passing 1" 100 3/4" 60-100 No. 4 5-10 No. 50 0-10 No. 200 0-2 Retainina Wall Specifications: 8) The retaining wall design assumes zero hydrostatic pressure. Water should be managed so that no water build-up occurs behind wall. 9) Retaining wall design calculations are in accordance with NCMA 3rd Edition and the 2012 International Building Code. 10) The retaining wall contractor shall notify the SK Wall Design prior to construction to coordinate site observations and associated fees, should conformance by SK Wall Design be required. This should include, at a minimum, placement of wall drain, leveling pad, reinforced soil and geogrid. 11) The engineer shall not be held responsible for the retaining wall design when subjected to cosicentrated drainage due to direct runoff, or broken water, irrigation, or sewer lines. Trees shall never be installed over the reinforced backfill or within 5 feet of the face of wall. 12) The engineer shall not be responsible for providing adequate surface and subsurface drainage, grading, and erosion control during and upon completion of retaining wall construction. Proper drainage must be maintained to avoid damage to retaining walls. 13) This mechanically stabilized earth retaining wall design is based on an "active condition"; i.e. wall movement between 0.5% and 1.0% of the wall height can be expected. 14) If any rock formations and/or ground water are encountered during construction, immediately contact SK Wall Design and the owner's representative. NOTE: THIS DESIGN AND PLAN AS WELL AS THE USE OF THESE PLANS IS EXCLUSIVE FOR DICK BRICKELL AND SONS, INC. SECTION 1: MSE Retaining Walls PART 3: WALL CONSTRUCTION PART 1: GENERAL 3.1 Foundation Soil Preparation Number of Geogrid Layers (Not inc. layer in parapet) A. Foundation soil shall be native, undisturbed soil, or fill 1.1 Scope material compacted to 95% minimum Standard Proctor Work includes furnishing and installing modular concrete density per ASTM D-698. block retaining wall units to the lines and grades designated 2.67 on the construction drawings and as specified herein. 3.2 Installation 2 A. Fill materials shall be placed from the back of the block 1.2 Applicable Sections of Related Work toward the ends of the geogrid to achieve tensioning of the Geogrid Wall Reinforcement (see section 2) reinforcement Stratagrid 200 B. Fill shall be compacted as specified by project 1.3 Reference Standards specifications or to a minimum of 95 percent of standard A. ASTM D-422 Particle Size Analysis proctor maximum dry density as determined in accordance B. ASTM D-698 Laboratory Compaction Characteristics of with ASTM D698, at a moisture content within 2 percent of Soil Standard Effort optimum. If crushed rock is used, it should be placed in lifts C. ASTM D-4318 Liquid Limit, Plastic Limit and Plasticity and worked until stable. Index of Soils C. Cap units shall be permanently secured to the units using LD --- ��• an approved construction adhesive per block manufacturer's PART 2: MATERIALS recommendations. 2.1 Modular Wall Units SECTION 2: GEOGRID REINFORCED WALLS A. Wall units shall be Allan Block AB Classic, AB Ashlar ` Blend, AB Dover or AB Abbey Blend units as produced by PART 1: GENERAL Basalite. "'� B. Exterior dimensions shall be uniform and consistent. 1.1 Scope Maximum dimensional deviations shall be 1/8 inch, not Work includes furnishings and installing geogrid including textured face. reinforcement, wall fill, and backfill to the lines and grades designated on the construction drawings and as specified 2.2 Wall Rock herein. A. Unit Fill and Reinforced Backfill shall consist of crushed recycled concrete or similar crushed stone meeting the 1.2 Applicable Section of Related Work following gradation tested in accordance with ASTM D-422: Section 1: Allan Block AB Classic Retaining Wall Systems. Sieve Size Percent Passing 1.3 Reference Standards 1" 100 A. ASIM D-4595 - Tensile Properties of Geotextiles, Wide 3/4" 60-100 Width Strip No. 4 5-10 B. ASTM D-5262 - Unconfined Tension Creep Behavior of No. 50 0-10 Geosynthetics No. 200 0-2 C. GRI-GG4 - Determination of Long Tern Design Strength of Geogrids LL D. GRI-GGS - Determination of Geogrid (soil) Pullout E. NCMA SRWU-1 - Test Method for Determining Connection Strength of SRV! F. NCMA SRWU-2 - Test Method for Determining Shear ALLAN BLOCK Strength of SRW UNIT ' %•' "' �•' " ' FINISHED GRADE 1. .. a 1. 1. e A. •;T. WELL -GRADED GRANULAR WALL ROCK 0.25 in TO 1.5 in MINIMUM OF ONE BURIED (5 mm TO 38 mm) BLOCK EXTENDED INTO LESS THAN 10% FINES SLOPE TO PREVENT EROSION STEP UP WALL SECTION N.T.S. ALLAN BLOCK UNIT WITH BACK WINGS REMOVED - J PRINCIPAL REINFORCEMENT INSIDE CURVE APPLICATION TRIM REINFORCEMENT TO FIT CURVE. MINIMUM GRID LENGTH TO MATCH DESIGN LENGTH. OUTSIDE CURVE APPLICATION, PART 2: INSTALLATION 3.1 Geogrid Installation A. Install block wall to designated height of first geogrid layer, backfill and compact behind wall to depth equal to designed grid length. B. Cut geogrid to designed embedment length and place on top of the entire block. Extend horizontally on compacted backfill. C. Place next course of block on top of grid and fill block cores with drainage fill to lock in place. Remove slack in grid and stoke as necessary to maintain tension. D. Lay geogrid at the proper elevation and orientations shown on the construction drawings or as directed by the Engineer. E. Correct orientation (strength direction) (A the geogrid shall be verified by the contractor. F. Follow manufacturer's guidelines for overlap requirements. G. Geogrid reinforcement shall be continuous throught the embedment length (no splicing or gaps). H. Geogrid shall be rolled out with the long axis of the roll perpendicular to the wall face. If biaxial grid is specified, long axis may be parallel to the face. See manufacturer's specifications for additional information. SECTION 3: QUALITY CONTROL PART 1: QUALTY CONTROL 1.1 Quality Assurance A. The Developer and Retaining Wall Coritractor/Installer shall coordinate and be responsible for soil testing and quality control inspections during retaining wall construction and earthwork operations. 1.2 Field Quality Control A. The Developer and Retaining Wall Installer shall engage inspection and testing services, including independent laboratories, to provide quality assurance and testing services during construction, as required by the Developer and/or local jurisdiction. Inspector shall bo, familiar with all aspects of Allan Block AB Classic Retaining Wall design and construction. B. Quality control inspection and testing shall include soil and backfill testing to verify soil types and compaction, and verification that the retaining walls ore being constructed in accordance with the design plans and project specifications. EMBEDMENT DEPTH (MIN. 6") NOTE: THIS PLAN VIEW IS FOR WALL IDENTIFICATION ONLY. ACTUAL WALL LAYOUT SHOULD BE BASED ON THE CONTRACT SITE PLANS ADDITIONAL REINFORCE Number of Courses LAYER PLACED NEXT Number of Geogrid Layers (Not inc. layer in parapet) COURSE ABOVE SPECIFI PRINCIPAL REINFORCEMENT ELEVA TO EUMiNA'E GAPS - NFORCEME.NT 1 DIRECTION 2.67 PARAPET WALL -f3 in (75,dm) OF SOIL 2 o REQUIRED BETWEEN 3.33' OVERLAj'PING REINFORCEMENT 4' �I TO AV(,I,) GEOGRID CONTACT ALLAN BLOCK UNIT WITH BACK WINGS REMOVED - J PRINCIPAL REINFORCEMENT INSIDE CURVE APPLICATION TRIM REINFORCEMENT TO FIT CURVE. MINIMUM GRID LENGTH TO MATCH DESIGN LENGTH. OUTSIDE CURVE APPLICATION, PART 2: INSTALLATION 3.1 Geogrid Installation A. Install block wall to designated height of first geogrid layer, backfill and compact behind wall to depth equal to designed grid length. B. Cut geogrid to designed embedment length and place on top of the entire block. Extend horizontally on compacted backfill. C. Place next course of block on top of grid and fill block cores with drainage fill to lock in place. Remove slack in grid and stoke as necessary to maintain tension. D. Lay geogrid at the proper elevation and orientations shown on the construction drawings or as directed by the Engineer. E. Correct orientation (strength direction) (A the geogrid shall be verified by the contractor. F. Follow manufacturer's guidelines for overlap requirements. G. Geogrid reinforcement shall be continuous throught the embedment length (no splicing or gaps). H. Geogrid shall be rolled out with the long axis of the roll perpendicular to the wall face. If biaxial grid is specified, long axis may be parallel to the face. See manufacturer's specifications for additional information. SECTION 3: QUALITY CONTROL PART 1: QUALTY CONTROL 1.1 Quality Assurance A. The Developer and Retaining Wall Coritractor/Installer shall coordinate and be responsible for soil testing and quality control inspections during retaining wall construction and earthwork operations. 1.2 Field Quality Control A. The Developer and Retaining Wall Installer shall engage inspection and testing services, including independent laboratories, to provide quality assurance and testing services during construction, as required by the Developer and/or local jurisdiction. Inspector shall bo, familiar with all aspects of Allan Block AB Classic Retaining Wall design and construction. B. Quality control inspection and testing shall include soil and backfill testing to verify soil types and compaction, and verification that the retaining walls ore being constructed in accordance with the design plans and project specifications. EMBEDMENT DEPTH (MIN. 6") NOTE: THIS PLAN VIEW IS FOR WALL IDENTIFICATION ONLY. ACTUAL WALL LAYOUT SHOULD BE BASED ON THE CONTRACT SITE PLANS Wall Design Height Ft (DH) Number of Courses Length of Geogrid Ft Number of Geogrid Layers (Not inc. layer in parapet) Geogrid Type 2.00' 3 4' 1 Stratagrid 200 2.67 PARAPET WALL 4' 2 LOCATION "A" AT BUILDING 3.33' 1 4' 2 Stratagrid 200 4.00' °��, 4' W ao 0 ��s Stratagrid 200 4.67' CORNER. REFER TO 4.5' z p 5.33' �C'� �o LD --- ��• Stratagrid 200 6.00' ., Q L6 g 5.5' 4 CROSS-SECTION "A" FOR ` W Q 5 "'� 30`'" ���,. �os o ���, W n u WALL CONSTRUCTION ON 3' _ �. oo. � 3 OF EITHER SIDE OF BUILDING ��c� o s�� ��� LL CORNER"� 00 _ _F, S b6E5 T '68Z 311 Ali - --------- ------ WM - M WMWM /WM WM -- -- WM M -- WM WM WM WM - NM WM - - OO �i 000 ui O LL1000 U Ili L6 00 ui of 000 Lo 9 OH W Lu J 0 -. 000 -I w � '� � W J �Z coo ui O coo I C00 ori N � W 00 O 0O LO ch 00 LO LO 00 0O Q 0O I=- 000 II II (3) II II (/�J QZ Q Z tY 0 W II II 09 00 II 00 Uiri �� II II `� � 00 00 II II O0 II II II 33 II II 3: 3: II II ;33 �� 33 a 0 U' (n I- �� CL o� II II II II II II 20 �� ��LL °LL °LL a Zo° °LL �Q °LL goo o0 °U- U- �U- 0 10 20 40 RETAINING WALL SCALE:1°= 20' PLAN VIEW ORIGINAL GRAPHIC SCALE GEOGRID REINFORCEMENT CHART Wall Design Height Ft (DH) Number of Courses Length of Geogrid Ft Number of Geogrid Layers (Not inc. layer in parapet) Geogrid Type 2.00' 3 4' 1 Stratagrid 200 2.67 4 4' 2 Stratagrid 200 3.33' 5 4' 2 Stratagrid 200 4.00' 6 4' 3 Stratagrid 200 4.67' 7 4.5' 3 Stratagrid 200 5.33' 8 5' 4 Stratagrid 200 6.00' 9 5.5' 4 Stratagrid 200 6.67' 10 6' 5 Stratagrid 200 7.33' 1 11 6.5' 5 Stratagrid 200 NOTE: THIS CHART DOES NOT REPRESENT THE C' STRETCH OF WALL THAT IS REPRESENTED BY SECTION A DIST. FROM LOW FACE OF WALL TO BDG FTG = 8' --vi PLANTABLE OR LOW - PERMEABLE MATERIAL ALLAN BLOCK UNIT ' EXPOSED DESIGN HEIGHT (DH) WALL HEIGHT wo I FINISHED =n (150 mm) (MIN) SIDEWALK BY OTHERS GEOGRID LENGTH = 6' - I ------------- �• INFILL SOIL/ • CRUSHED RECYCLED /' BOTTOM FOOTING ELEVATION = 92.5 Cl�.: CONCRETE, PER / STRATAGRID SG -200 SPECIFICATION 2.2� 1 1F/ EXTEND LOWER GRID LAYERS TO /�p0 NOT DISTURB SUBGRADE SOIL 1:1 LINE BELOW FOOTING / B! NEATH 1:1 BUILDING FOOTING - - - - - - - - - -/ INFLUENCE LINE 4 in (100 mm) TOE DRAIN PIPE VENTED TO DAYLIGHT / NOTE: BOTTOM GRID SHOULD BE NO MORE THAN 2 BLOCKS ABOVE BOTTOM OF WALL CROSS SECTION A - AT LOCATION A Scale: 1 2" = 1' -AN BLOCK IT EXPOSED WALL HEIGHT DESIGN HEIGHT (DH) IE FROM BASE OF WALL TO GRP DE BEHIND PARAPET WAL . ■ FINISHED GRADE EMBEDMENT DEPTH (MIN. 6") FENCE POST" SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOPMOST SRW UNIT. - SLEEVE-ITTM 1224R CAP UNIT 12"OX24" DEEP FILL SLEEVE WITH X SRW UNIT CUT THE GEOGRID AROUND THE SLEEVE-ITTM SYSTEM AS NECESSARY RECYCLED CONCRETE FILL - GEOGRID "'FENCING SYSTEMS APPROVED FOR UtiE WITH SLEEVE -IT TM 1224R ARE LIMITED TO THE FOLLOWING HEIGHTS: CHAIN LINK - UP TO 8 -FT, PRIVACY - UP TO 6 -FT (WOODEN, PVC, METAL). POST SIZE 4"X4" MAX. DETAIL OF FENCE POST INSTALLATION USING SLEEVE -IT TM 1224R N.T. • SLEEVE -IT TO BE INSTALLED AT 8'-0" O.C. MAX r4,yv�_ -1 �liG� M noi` -k AV, (Ap ►ova• Lk 0. 11' L ,01) FENCE OR w `J "[ RAILING PLANTABLE OR LOW- HEIGHT PERMEABLE MATERIAL--\ II I FINISHED GRADE PLANTABLE OR A, F ri.;, ~.SOW PERMEABLE 41�'''r:: ? f.:•.... 4..,'- MATERIAL POST 1�Mm,T- - FE E FOOTINGDEPTiO7 .'• . DEtiGNED BY OTHERS a • i0AX/GRID SPACING 2 BLOCKS CUT OR DISPLACE {'• 4 GEOGRID AROUND COLUMN TUBE OR PVC PIPE Q a•GEOGRID REINFORCEMENT TYPE AND e:'• _ INFILL SOIL -' Q LENGTH VARIES PER WALL DESIGN. SEE GEOGRID REINFORCEMENT CHART BRUSHED RECYCLED CONCRETE PER GENERAL NOTE 7 d !.: Q• RETAINED SOIL J GEOGRID LENGTH d o 4 in (100 mm) TOE DRAIN PIPE VENTED TO DAYLIGHT 6 in (150 mm) (MIN) NOTE: BOTTOM GRID SHOULD BE NO MORE THAN 2 BLOCKS ABOVE BOTTOM OF WAIL CROSS-SECTION B: TYPICAL CROSS -SECTIO 1/2 = 1 ' APPROVED OVED Subject to Field Inspections J Wheat Ridge Building Dept. ,,ned..... .. d Plan Chenker .4."• - - - - - - - - - - - - - GEOGRID LENGTH = 6' - I ------------- �• INFILL SOIL/ • CRUSHED RECYCLED /' BOTTOM FOOTING ELEVATION = 92.5 Cl�.: CONCRETE, PER / STRATAGRID SG -200 SPECIFICATION 2.2� 1 1F/ EXTEND LOWER GRID LAYERS TO /�p0 NOT DISTURB SUBGRADE SOIL 1:1 LINE BELOW FOOTING / B! NEATH 1:1 BUILDING FOOTING - - - - - - - - - -/ INFLUENCE LINE 4 in (100 mm) TOE DRAIN PIPE VENTED TO DAYLIGHT / NOTE: BOTTOM GRID SHOULD BE NO MORE THAN 2 BLOCKS ABOVE BOTTOM OF WALL CROSS SECTION A - AT LOCATION A Scale: 1 2" = 1' -AN BLOCK IT EXPOSED WALL HEIGHT DESIGN HEIGHT (DH) IE FROM BASE OF WALL TO GRP DE BEHIND PARAPET WAL . ■ FINISHED GRADE EMBEDMENT DEPTH (MIN. 6") FENCE POST" SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOPMOST SRW UNIT. - SLEEVE-ITTM 1224R CAP UNIT 12"OX24" DEEP FILL SLEEVE WITH X SRW UNIT CUT THE GEOGRID AROUND THE SLEEVE-ITTM SYSTEM AS NECESSARY RECYCLED CONCRETE FILL - GEOGRID "'FENCING SYSTEMS APPROVED FOR UtiE WITH SLEEVE -IT TM 1224R ARE LIMITED TO THE FOLLOWING HEIGHTS: CHAIN LINK - UP TO 8 -FT, PRIVACY - UP TO 6 -FT (WOODEN, PVC, METAL). POST SIZE 4"X4" MAX. DETAIL OF FENCE POST INSTALLATION USING SLEEVE -IT TM 1224R N.T. • SLEEVE -IT TO BE INSTALLED AT 8'-0" O.C. MAX r4,yv�_ -1 �liG� M noi` -k AV, (Ap ►ova• Lk 0. 11' L ,01) FENCE OR w `J "[ RAILING PLANTABLE OR LOW- HEIGHT PERMEABLE MATERIAL--\ II I FINISHED GRADE PLANTABLE OR A, F ri.;, ~.SOW PERMEABLE 41�'''r:: ? f.:•.... 4..,'- MATERIAL POST 1�Mm,T- - FE E FOOTINGDEPTiO7 .'• . DEtiGNED BY OTHERS a • i0AX/GRID SPACING 2 BLOCKS CUT OR DISPLACE {'• 4 GEOGRID AROUND COLUMN TUBE OR PVC PIPE Q a•GEOGRID REINFORCEMENT TYPE AND e:'• _ INFILL SOIL -' Q LENGTH VARIES PER WALL DESIGN. SEE GEOGRID REINFORCEMENT CHART BRUSHED RECYCLED CONCRETE PER GENERAL NOTE 7 d !.: Q• RETAINED SOIL J GEOGRID LENGTH d o 4 in (100 mm) TOE DRAIN PIPE VENTED TO DAYLIGHT 6 in (150 mm) (MIN) NOTE: BOTTOM GRID SHOULD BE NO MORE THAN 2 BLOCKS ABOVE BOTTOM OF WAIL CROSS-SECTION B: TYPICAL CROSS -SECTIO 1/2 = 1 ' APPROVED OVED Subject to Field Inspections J Wheat Ridge Building Dept. ,,ned..... .. d Plan Chenker 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office - (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: i�_ u Job Address: / 00 L4/, ,? $ 7 1Y 4 ✓L Permit Number: D / y O / `/ f3 �I ❑ No one available for inspection: Time / (: r2 Re- Inspection required: Yes l0 * When corrections have been made, `ill for re- inspection at 303 - 234 -5933 Date: �' (7— ! S Inspector: DO NOT REMOVE THIS N OTICE ♦� City of "� `JVheat idge COMM IT UNY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 February 10, 2015 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property /properties as indicated below: NEW ADRESS: 10100 W. 38` Ave., Wheat Ridge, CO 80033 PARCEL NO: 39- 281 -12 -022 NEW ADDRESS:: 10040 W. 38` Ave., Wheat Ridge, CO 80033 PARCEL NO: 39- 281 -12 -021 NEW ADDRESS:: 3795 Kipling St., Wheat Rime, CO 80033 PARCEL NO: 39- 281 -12 -020 NEW ADDRESS:: 3725 Kipling St., Wheat Ridge. CO 80033 PARCEL NO: 39- 281 -12 -019 "This area is known as Kipling Ridge SUBDIVISION: MVG Marketplace FLG No. 1 RECEPTION NO.: 2014078866 NOTES: This is a courtesy fication. AUTHORIZED BY: DATE: DISTRIBUTION: 1. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 2. Email to erlinda.i.martinezna,usps.g and krissv j.summerfield (&usps.gov 3. Log File NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: 21 1 -� � IS DATE: Site www.d.wheatridge.co.us Vicinity Mau A City of Coma Building Permit Application (Complete jo highlighted areas) PrOPOilty Addrow �0100 Property Ownor wease print)._Al\ MJONOOkOW (if dftmnt ftn property addresV Address,, )'t4o Ser. - ' *- zoo City, State, zip: C-0 1 6o Erx?e# G,-eaqejc- Plumbing Mechanical: AA4ekAi46:,'1j 0\8"NER/CONTRAWTOR SIGNATURE Of UNDERSTANDING AND AGREEMENT I here cenity that, the whack distances projxxsed ky this permit application are accurate arid do not violate applicable ordinances, rules, or tqulations cW the City of Wheat tUdge or covenants, casetnents of resarictions of rvicord, that till as ewairements shown and a�lcgations made are accurate, that I have read and aria: to abide by all conditions Immed on this application and that I assuine Jbil rcNiomsibility for compliance with applicabic Cits of Whvit Ridge cmies and ordinances for work under any rwrinit issued baswd on this application, that I iturl the legal cnvncr or have he at authorizod ky dw 1qal oskiter of the pro1wrty to 1wrlorm tile dc,"scril"w'd work and mn also authorizxxt by tile legai ownet ofany entity includixt (.sit this appli".airel to list that entity on (his appHcation CIRCLE AVE, (0117YER) (CONTRACTOR) a of NAVNE'ft) t(VA"TRACTOR) Z&W NAME. MCN ��� Bldg Valuation: s , City License # Cftyi-icense# 1007_0,q City Ucehse # 0 2-1 v 2—. (fully describe wo* to be performed - Attach additional shw If nemsory) I ' 0 .11 City of' w. 'fr�Whiii'atfqd CITY OF WHEAT Six It, BUILUNIG, AND INSPEX,"DON SERVICES DIVISION 7500 W 29th Aw Wheat Ridge, CO 80033-8001 p, 303,235,2855,f 303,237,8929 Date: ProjectArldress: M, Name of F irm/Individual suIam tting documents: Project Type/Description: t &-C ) Signature of Firm arm a duly authorized representative of the agency indicated below and do, by my—sio ' ob " i666 below, hereby acknowledge receipt of documents necessary for review and awroval of the" r"oiect indicated above. * Wheat Ridge Sanitation District * Clear Creek Sanitation District * Fruit nitation District * Westridge Sanitation District * Other Agency Notes ki () I Signature: Date: Z- ILI(gen�ciyRepresentati m El s R-15,w L-23AZ CHS- S44"^: M'W CH- 21.1 €' Zopospo RVAMNG WALL ;.A AX a) V S OEMALK (BY OTHERSI PROPOSED RETAM11. WA- �MAX7) ROPOSEO I I """' RETAWNG WALL (MAX31 4-090�33W R -15 ' W L-2371' C.SIS45'3114111 CH- 21.31' m TRAILER. ALL OTHER IMPROVEMENTS SHOW HAVE BEEN APPROVED UNDER SEPARATE \PFROPOSED SUBMITTAL TO MEAT RIDGE. BUILDI maw wmq A Esut PAC VAN STOCK DATA PLATE 24 X g n ISM W C" p - R n i F, C T n R — MT, 00 COCRAL C04TRUCTION M CIFICATIONS W> DATE or wa � s # .... # *..* � . .... ........................... Cxrt sC MM tea -07A >. k PAC �xt < E idles SET '. "Rs PAC T #d t t Stet 0th a� a . a y E:F7 CYAN E co 10 irs. a 15 kn„ w c to be a both sa of „. a m , LY d 6 *. IM 't K.ffi� __...`___ > ».�.rs t r t t h to o c0ov S. o t Ad.. $0, fTo 1440 P4004 teu #r ^ ad ♦ c ty an . nr Num n rC a DATE or wa .�. Vw U” MST WVK ... *< LM LOA Twt OF C04T^CTW* v# * , ». , a * am PC m NEC a► i a " L S 0 l-,, . POD T G 41 41 , I��� DRAVO4 8Ys -4: USE GRO I � 'm C ONSTRU CTIO N r SH OCCUPANT LOA 14 i WIND L OAD HAN DICAPPE D CL O SET "` .�... SEE CABINET DETAIL Ra 0 20M GENERAL NOTES THIS SHE j • CL L TIE mD FOUNDA PLOT OATE' 112��16-05 APPROVED :....».., .,...»., ,..__ ...�..... t3? 2x4 RE SYP STUDS EACH ,r" SIDE OF TE LINE AT ALL ANCHOR$ TO CONFORM TO STANDA FORT14 ON SHEETS IN-43 T4WUGH MA TE LINE 04TERSECTIONT ag 5 ATTACH MATE KAM T TO BEAN AND FLOOR WITH CL'> I XI `XED GAUGE STRAP'S AND i > X8 a SCREWS EA. END. STAT PACKAGE ELEC mMw s ' L S 0 l-,, . POD T G 41 41 , I��� DRAVO4 8Ys -4: USE GRO I � 'm C ONSTRU CTIO N r SH OCCUPANT LOA 14 i WIND L OAD HAN DICAPPE D CL O SET mM" Ra 0 20M GENERAL NOTES j • CL L TIE mD FOUNDA PLOT OATE' 112��16-05 APPROVED --f— ANCHOR$ TO CONFORM TO STANDA FORT14 ON SHEETS IN-43 T4WUGH ag 5 SET * .. OF THE APPROVED INDICOM z a STAT PACKAGE ELEC mMw ,* , SPAN AN TO CONFORM TO TABLES a AN D mw .w R,F-9 OF THE a NOTES FINIAL DESIGN Y CART T ER # �» CONFORM 70 AND SUJLJECT TO C pmt i AP t N lm * , rx a m I ED OY m = TA > C m x Raw m ° m 9 F T AT FOR ar Ak S 4 ! WALL I��� DRAVO4 8Ys YIIP 11411. SERIAL NU 8ER5: r SH STATE OF UC°1 Tai ADO HAN DICAPPE D CL O SET WALL Ra 0 20M • CL VITREOUS WALL HUNG PLOT OATE' 112��16-05 APPROVED All LAVATORY 1 417" ADA HANDLES OF ag 5 * z a ✓} ELEC ,* ACUUM .. D RAIN ..,,. t NOTES FINIAL DESIGN Y CART T ER AND SUJLJECT TO C C CAB INET DETAIL lm * , rx > C uj e I��� DRAVO4 8Ys YIIP 11411. SERIAL NU 8ER5: r 48' GRAB BAR STATE OF UC°1 Tai ADO HAN DICAPPE D CL O SET Ra 0 20M VITREOUS WALL HUNG PLOT OATE' 112��16-05 APPROVED All LAVATORY 1 417" ADA HANDLES OF JmNR V U 5 L S WHITE ilW m NO m ELEC ACUUM .. D RAIN ..,,. 36 * B : DRAVO4 8Ys mim SERIAL NU 8ER5: r 48' GRAB BAR STATE OF UC°1 Tai ADO Ra 0 20M APPROVED OF JmNR V U 5 'AEI_ BOX '' ELECTRICAL LEGEND 4 -.TUBE DIFFUSED FLUORESCENT RECESSED LAY -IN <T -12 LAWS 2. InV HEAT TAPE RECEPTACLE MOUNTED UNDER THE fLOOR AND ELECTRONIC LAST? '"" SWITCHED WIT14 RED COVER PLATE � EXTERIOR LIGHT WITH APP ROVED> 125V WEATHERPROOF 120V0230V 10 WITH 125A MAIN T LL *d9 RECEPTACLE MOUNTED AT D 13' kf F IN ,AKER IM CFk CEILING MOUNTED 125A PAWL RDX WITH K41N LIGHT COMM AKER j A/ 125V SINGLE POLE SWITCH ( PROGRAMMAJLC THERMOSTAT MWN TED AT 40' A.F.F. T� ROUN TED AT 4D° AF,F, 2DAIi25Y IXJPLEX RECEPTACLE XCUN TED AT 15" A.F,F. F '" 3 - TGN HVAC WITH 15KW {,J C ) ELECTRIC MEAT STRIP 4% /125V GFI RECEPTACLE MIRM AT 42' A.FS`. 'AEI_ BOX '' PANEL BOX OBE FEB 0 7 2006 � 1 T: APP ROVED> 120V0230V 10 WITH 125A MAIN Ilnvl230v i4 J� T . WITH 429A P"'3 S? D BREAKER IN ,AKER ( {,J C ) 9 W4,.- 5 # i R $ SCALE. 7 PF 3 PT 3 NO 9 III PLOT DAM 13 -16 -05 11 Ic 1 « -21-0 13 14 APPR OVED 1 � _ 16 15 1 Subject to F ield Inspections 17 1fl 17 1 LEGS Ai 7050 AMP X I,P S - 98,13 LEG: Ar 7935 AMP X 125 = 99.69 Meat Ridge Building Dept. LEG, B; 74,50 AMP X 1.25 . 93,13 LEGS & 74:50 AMP X L25 = 93,13 A LE d"y MAN, R, PEARS: M+xi+ a,, Date— DRAM Y: I T 1...._Phn 1 ie ,k SERIAL NUMSEW S ( C4,%0 ,*JC FEB 0 7 2006 � 1 T: APP ROVED> OF R -11 F SERMA s F' irJR.t � u 1 °4 AT 4r Q.C. F k. 6 0 7 2 BUILDING CROSS-SECTION APPROVED VOCE occm MR s �v a tt eA SX Tti. VA 4X19 $M MMU *Y WWO $0 ACMWU VIM TkC 3w "T f J Mal avemmy, M � X0 wa 3 }}yy CL A te.... ��ryry� 999 i ( i j� Y ✓' ppp�ppp REFLECTE CEILING PLAN fry ROOF Y115'FR DECKWO C WXVV ;@} } P GAUGE S AT � OQ TS :(S) LA ROQF MIL BLACK t d. PLY .,ryyyy Of 'a Vb".Vi AT W HIGH 12 LS (8 U AND 6 DOV" ROOF } TO 46 ALL Aid} FLOOR 1 t2 MEMBRANE OVER 711 FASTEN Sd MLS AT V O.C. ON PTT 12 9 F1 SS TTS P T 92" Q.G. TO T"4 S TT 9 SUPPLY G l P � NH Wf` OR AT 2r O.C. A�nnprx pp,�y5��q{t n y ^ rr DOUBLE 20 TOP PIA wwwum. 0 TYPtCA LAtLVMaS STUD 2X ^Y #nqH q� y..y,�M. T D G X AT TT Tit AT 40" O.G. r^1 Sk BEAMS TYPfCAL ALL VWVLLS x� w . CLOSE UP 115 L , 51 : V LP LitAFtT GT� ; TPT f rt f3TTA A PANEL C A 1T� p R -ii KRAFT BACK P8 t}QR COMMERCAAL GRADE FLOOR DEC14140 SUE LA TTS TILE OF SW S SMG LE 20 BOTTOM PLA i2 SYP OR BETTER AL ALt WALLS "! 7w FL R ST: 2 SYA OR BETTER AT UNIT W UNIT "8" IrO.G. (TRANSVEP W BOTTOM BOARD: R -11 F SERMA s F' irJR.t � u 1 °4 AT 4r Q.C. F k. 6 0 7 2 BUILDING CROSS-SECTION APPROVED VOCE occm MR s �v a tt eA SX Tti. VA 4X19 $M MMU *Y WWO $0 ACMWU VIM TkC 3w "T f J Mal avemmy, M � X0 wa }}yy CL A te.... ��ryry� R -11 F SERMA s F' irJR.t � u 1 °4 AT 4r Q.C. F k. 6 0 7 2 BUILDING CROSS-SECTION APPROVED VOCE occm MR s �v a tt eA SX Tti. VA 4X19 $M MMU *Y WWO $0 ACMWU VIM TkC 3w "T f J Mal avemmy, MAIri; m APPROVED Subject to Field Inspections ATE OF Mt GRAIM WSION OF HCUSNO �''EB 0 7 2006 APPROVED BEE �I UMMIEW IW - it FRONT ELEV ATE ON WIV * f-W i 4 y P --- - 1 . , MA APPROVED b Inspections, Wheat Ridge Building FOR C E USE ONL Addrew 1509 YORK STREET 3RD FLOOR NATHAN t O TM ' 4 .w Sub .; Electrical, TOO Plumbing, TOD Mechanical: TOD ., City License # W, . Cfty Lloonse # W, R City License# Other City Licensed Sub' TOD Other City Licensed Sub, TOD 4 Ucense # City License Complete all Infortnation on 801*11 sides of this form NEW ASSISTED LIVING AND MEMORY CARE CENTER, 2 STORIES. WO F&LULA Are +r Melissa Mackey From: Matt Ferguson <mferguson@mvgdev.com> Sent: Monday, December 08, 2014 11:59 AM To: Melissa Mackey Subject: Fwd: MVG-MS Wheat Ridge: Sub-Contractor List for permit 32� 03�•� From: Ron Bokinskie <rbokinskiep_catamountinc.com> Date: December 8, 2014 at 11:57:17 AM MST To: "mfe[guson@_mygdevcorn" <MfgrgusonPmv devcom> zM ME= 0 Area S re foot. Price er oars font Valuation Foundation 44,928 $9.25 $415,584.44 First Floor 1 -1 5,813 $1.15.14 $669,348.82 First floor 1-2 11,842 $219.11 $2,585,936. First Floor B 3,189 $149.29 $348,525.81 First Floor A -2 6,644 $117.49 $784,133.64 First Floor A -3 2,471 $139.16 $288,244.36 Second Floor 1 -1 25,534 $115.14 $2,939,984.76 Second floor B 1,462 $149.29 $116,465.98 Second Floor A -2 517 $117.49 $64,742.33 Second. Floor A -3 2424 139.16 $337,323.84 TOTAL 8,541,805.72 City of J��W LIC WORKS City of°Wheat Ridge Municipal Building 7500 W. `' Ave, Wheat Ridge, CO 80033-8001 t'.: 012351861 F: 303Z5.2857 Date: i Location of Construction: ction: Purpose of Construction: Single Family Commercial V Ivl�ilti -1 Family Development Review Proc sixt Fee__, .. ..................... $100.00 (Required of all projects for document processing) Sin le Famitv ResidencelDct le Review Fee :...... ........................ «,..... $50.00 $ Cot•~r mercialll'4 ulti -li Emil Review Feet • Review of existing or minimal technical documents:,,.,, ... $200.00 • Initial review' of technical civil engineering documents (Fee includes reviews of the I' and 2 a submitta'ls) :__.. « ...... ........ $600.00 • Traffic Impact Study Review Fee.. (Fee includes reviews of the I" and 2" r $500 • Trip Generation Study Review tee: ., „ ...... ............. «....... .,,.....,.., $200.00 , • 0 & M Manual Review & SMA .Recording Fee ................. ... $100:00 ° Each Application will be reviewed by staff once and returntA for changes, If after review of the second submittal change,-., have not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: • Resubmittul Fees: 3'a submittal (', initial review fee):... ......... ....................... ....... >, $300,00 $ 0 submittal (full initial review fee) ..... .... .................. «, «,......... $600.00 S All subsequent submittals:......,,. ... . ......... .......... «,..,. «...... $600.00 (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Permit issuance).- PLEASE NOTE THAT IN ADDITION TV THE ABOVE FEES, TIIF - WILL BE ADDITIONAL LICENSINCa AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS t ITHI PUBLIC RIGHT " -OF -WAY. wwvr.ei.wTreatrid e,coms Rev 2'I? City of �1 1 B t, I C W 0 R K S Date: Location: lclg,,) ATTENTION. BUILDING DEPARTMENT I have reviewed the submitted application documents to construct as —. located at the above referenced address. Please note the comments checked below. Re: Water Availability — 3725 Kipling Street - Sprouts 10100 West 3e Avenue — Morningstar 10040 West 3e Avenue — Sonic 3795 Kip ling Street - Starbucks # # IIIII III I I III I lI I I I I IIIII . # #_ f EME forth by the Fire District. If you should have any questions or comments regarding this correspondence, please contact this office. cc' Kelly Brooks, Wheat Ridge Fire District Michael Queen, CMWGo President Zach Queen, CMWCo Superintendent of Distribution Kim Medina, CMWCo Tap Administrator THE CONSOLIDATED MUTUAL WATER COMPANY 1270 Vlest 27 Avenue - PO: Box 150068 - Lakewood, Coiorado 80215 1�1ephone(30238-0451 - Fax (303)237-5560 City of C comt OMMUNiTy DEvt-',LoPmENT City of Wheat Ridge Municipal Building 7500 W. 29 Ave. Wheat Ridge, CO 80033-8001 P: 303135.2855 F. 303137.8929 October 29, 2014 RE: MomingStar-MVG Assisted Living and Memory Care 10 100 W 3 8 th Avenue Dear Mr. Rosemann, The construction documents submitted ii reviewedfior compliance to the 2006 edition o°t he International Building code, Mechanical Code, Plumbing Code, ICCA Ll 7.1 Accessible and Usable Buildings and Facilities the 2011 edition of the National Electrical Code, and City cif" neat Ridge policies acrd procedur es. These discrepancies have beenlbun& 1) Other than group I occupancy, the construction drawings shall designate the number of occupants to be accommodated on every floor and in all rooms and spaces; please identify occupant load in all rooms and spaces... (106.6.2, 2006 IBC). 2) How will one-bour fire resistive rating of the roof supporting beams and joists be achieved? Refer to plan sheet S-1 03 (Section 714.2, 2006 IBQ. I 3) What floor and roof live loads, snow load, exposure, and wind load was used for the structural design of this building`? Refer to sheet G-100, code analysis; (Section 1603.1, 2006 IBQ. Ir (Section 1503,2006 111 5) Please provide site plan with marked distances from the new building to property line, and property line clearly marked. Refer to civil sheets; (106.2)... 6) Please mark the distance of exit access travel, on the code analysis sheet to ensure code compliance, Refer to sheet G-100, plans A & B; (Section &Table 1,016.1, 2006 IBQ. 7) The door schedule must specify the specific egress hardware installed to ensure that door handles, pulls, latches, locks and other operating devices on doors, required to be accessible by chapter 11, are not tight grasping, tight pinching or twisting of the wrist to operate. Refer to sheet A-601; (Section 1008.1.8, 2006 IBC). www.ci,wheatridge.coms 8) How does the Door/window opening comply with the degree of opening penetration in relation to the fire- separation requirement for exterior walls? Refer to sheet G100, architectural sheets and dI or hardware schedule sheet; (Section 704.12, IBC). 9) Please provide both occupancy classificatio�n and assess an occupant load for outdoor dining patio. Refer to sheet A-102; (Sections 302.1, & 1,004, 2006 IBC). 10) Provide an elevation of the outside dining area to establish height of walls and egress. Refer to sheets A- 102 and A-200, elevation 1; (Sections 106.1, & 1004, 2006 IBQ. 12) 'Please provide listing/installation instructions for stairway # 1 fire door, on the construction plans to ensure compliance t with the shaft enclosure exception. Refer to sheet A-107. Refer to sheet A1,07; (Section 707.2, 2006 IBC). 13) Please provide a 2-hour shaft design, on the construction plansprotecting the ceiling/floor mechanical duct penetrations to ensure compliance to shaft protection. Refer to architectural, mechanical sheets; (Section 707.1). 14) Please provide the kitchen Type I hood design including grease duct material, make-up air ducts, joints, seams and penetration of grease ducts, grease duct joint type, duct—to-hood joint, and the duct to exhaust fan connection, vibration isolation, grease duct support, grease duct clearances, cleanout, and floor/ceiling fire- resistive protection of grease duct penetration. Refer to sheet, MIOIE; (Section 506, 2006 IMC). 15) The fault current calculation is un-readable; please re-submit clear and ledge able calculations. Refer to sheet E-501; (Section 110.10, 2011 NEC). 16) Please identify if electrical set is either "series-rated," or "fully-rated" on the one-line drawing. Refer to sheet E-501; (Section 240.86, 21111 NEC). 17) The fire-alarm and alerting systems must be connected to the essential emergency electrical panels. Refer to sheet E-601, panel schedule; (section 517.42). 18) Please designate the branch panel where the 11 & 12 living unit branch circuits terminate; add this information on the typical enlarged unit electrical plans. Refer to sheets E-701 thru E-704; (section 210.3, 2011 NEC). 19) How will openings be protected around electrical penetrations into or through fire-resistant-rated walls, partitions, floors, or ceilings`? (Section 311.21, 2611 NEC). T'lease provide 3-copies cif p1an sheets when submitting corrected plans or additional documentation. Sincerely, W10 APPROVED s c u bi e ct to Re�d inspections wheat Ridg a Signed... ... �A`L 1526 GRAND BLVD e ntlilding Dept- Date., Checker Project No: 14031 IXTIM Foundations: Soil Bearing Capacity Concrete: Design Strength Reinforcing Steel: Reinforcing Bal Timber: Per Structural General Notes ME I MMEM ASTM A992 ASTM A500 ASTM A325-N u.no. ASTM F1554, Grade 36 un.o. ME= 1t 1 L- -' PROJECT NOTES 1 MEETING NOTES F SITE OBSERVATION TASK LIST 0 TELEPHONE LOG () SKETCH r, - , , FAX ('] MEMO 1526 GRAND BOULEVARD A KANSAS CITY, MISSOURI 64108 A 816/472-1448 A FAX: 816/472-4702 A EMAIL design@rosemann,coM., t 1626 GRAND BOULEVARD ♦ KANSAS CITY, MISSOURI 6410 8 A 816/472-1448 ♦ FAX: 8161472-4702 ♦ EMAIL„ designarosemann,com Design Maps Stunmary Report Design Maps Summary Report User-Specified Input Ss = 0, 188 g Sms = 0.302 g So = 0.201 g St = 0.060 g Si, = OJ43 g of = 0.095 g For information • how the SS and St values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. http://ehp2-carthquake.wr,usgs.gov/desigmnaps/us/swumary.ph 9/30/2014 USES -Provided Output MCE* Response Spectrum Date Project: Project Distribution: ROSEMANN & ASSOCIATES, P.C. 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