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20130139 Permit Pkg ALL 04242013 � City of Yelm Permit tvo.: 20130139 � Community Development Department Issue Date: 4/24/2013 (Work must be completed within 180 days) Building Division Phone: (360)458-8407 w""'""°" FaX: (360)458-3144 Applicant: Name: DOLLAR TREE Phone: 206-795-2629 Address: 4000 DELRIDGE WAY SW SEATTLE WA 98106 Property Information: site Address: 906 YELM AVE E B Owner: YELM PLAZA LLC Assessor Parce� No.: 227330110204 Subdivision: N/A Lot: N/A Contractor Information: Name: DOLLAR TREE Phone: Address: KEVIN WEARE 4000 DELRIDGE WAY SW SEATTLE WA 98106 Contractor License No.: Expires: 0/00/0000 Project Information: Project: COMMERCIAL REMODEL Description of Work: DOLLAR TREE TI Sq. Ft. per floor: First 11490 Heat Type(Electric, Gas, Other): COMBO-SEE NOTES Second Third Garage Basement Fees: Item Contractor Fees BUILDING DOLLAR TREE $2,716.18 TOTAL FEES: $ 2,716.18 ApplicanYs Affidavit: OFFICIAL USE ONLY I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of #Sets of Prints: Yelm regulations including those governing zoning and land subdivision,and in addition,all covenants, easements and restrictio s of record. If applying as a contractor, I further certify that I am currently Final Inspection: registered in the Sta of as ington. � , � �/ /.? Date: Signature ,�' Date �- J Firm ��U!('dC�iSflr' lC:�i'�S��L�C/�JCY► �l�� BY� o � City of Yelm Permit►vo.: 20130139 � Community Development Department Fee Calculation Worksheet 4 Building Division Phone: (360)458-8407 '""`"�""°" Fax: (360)458-3144 Applicant: Name: DOLLAR TREE Phone: 206-795-2629 Address: 4000 DELRIDGE WAY SW SEATTLE WA 98106 Property Information: Site Address: 906 YELM AVE E B Owner: YELM PLAZA LLC Assessor Parcel No.: 22730110204 Subdivision: Lot: Project Information: Project: COMMERCIAL REMODEL Description of Work: DOLLAR TREE TI Sq. Ft. per floor: First 11490 Heat Type(Electric,Gas, Other): COMBO-SEE NOTES Second Third Garage Basement Fees: Item Units Fees BUILDING PLAN REVIEW 0 $1,009.93 TOTAL FEES: $ 1,009.93 PAYMENTS MADE: $ 0.00 BALANCE DUE: $ 1,009.93 C�t� Of Y�lm (36 ) 458-84U2 REC#: Oii 1231�2 3/25J2t113 �;53 AM OPER: CO TE�iM; OU 1 REF#: 26985 TRAN: 33,GODU BUTL.DtNG PERMITS 2013�139 1,OCJ�,93CR D��LLAR TREE 906 YEL.M AVE E B BLDG 1,009.93C� TENL�ERFD: 1,OOy.93 CHECK APPLIEt7: 1,009.93- CNANGE: __.__�..___0.00 Ci�� Q� Ye)� r.:�� -��o� ��r��: o,:�i��r��, UF�Ftr�: Cri �r2.4,�2(�l;� F�FF�#; �� ,...� _ TE�'M. �JO7 ��1:04 AM �'�(�J1I ffi'AN: ,:�,�i,C)t�tjU 2l)1�111:�'`j �Ua�LL)1�M(,d P�I�M�T�S' (�7�J1�.AR ,— ��,%!)�,�5('R c�(�� 1'�LM�`�� HL.L)G � '�JF � E3 �Y I(i6.15[,�N ��J��1�; APd�I.I��fr: ��;✓Uki.'�5 CHECI�; 1,7rJ6 a��_ l�`HAPdtaE, __..____. . . �,()0 CtTY t�F YELM CC)MMERCIAL BUILDING PERMIT APPLIGATION FORM Project Address: �p� ,�Lf�rlC'��$ � Parcel#: Zoning; CuRent Use: R��iA i L Proposed Use: I�°f�1 L U New Construction Qf�Re-Model/Re-Roof/Tenant Improvement '�Plumbing fi�.Mechanical U Fire Prevent/SuppresslAlarm � Other Project DescripCyon/Scope of Wo�k: 1��'� Project Value:��"�� Buildin Area(sq.ft) Parking Garage 1�'Ff4or 2nd Floor 3'�Floor �� Buil`ding Height _��i�✓�Yi-� Are there any environmentally sensitive areas located on the parcel? tl�t� If yes,a completed environmental checklist must accompany permit application. BUILDING OWNERlTENANT NAME:�7cl�- �f.'.1�.� �/o ��VI1.1 L�1�,(.��'f_ �CC'��55�, ADDRESS ��t�C� 17�1.�'.i��. Vv"t�;y 5�:: EMAILk'tii/�rJGD,S��Cbi�i�t�$JA-j��.;T'i�l�(E-�. rG1lN� CtTY S�A`f-�l-6 STATE W�ZIP el�'I�F� TELEPHONE 2��-? I�t� �.l�2�1 O ARCHITECT/ENGINEER �� 1L�1� LICENS # ADDRESS �31'1 �x�eiAT1`�F' Pl-Y D � -c',LyC.� EMAIL � CITYC��yp��k� STATE�`-�ZIP '�.,�.�ZZt_'= TELEPHUNt � GENERAL GONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE# EXP DATE CITY LICENSE# PLUMBING GONTRACTOR TELEPH�7NE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S�ICENSE# EXP DATE_CITY LICENSE# MECHANICAL CONTRACTOR TELEPHONE ADDRESS EMA{L CITY STATE ZIP FAX CONTRACTQR'S LICENSE# EXP DATE_CITY LICENSE# Copy of City Mitigatbn documentation{TFC). 1 hereby certify that the above informatlon is correct and that the construction on,and the occupancy and the use of the above described pm�rt�,..tu t�i�accordance wkh the laws,rules and►egulations of the State of Washington and the City of Y m. �Q��r, ._.' � � Ap IicanYs Sigi Owner 1 Contra� ____ . _. ___..� _ . _ . , ._ .._..____._.___e one.) AH permits are C' 'r��.� .1!v �._F.� __ ___.__ ._._.____. _:iit is nat begun within 18Q day� 'of 180 days .�QV(N_�.�@_c.ou,cmb3��1-Sf-�Z_1.N'_F�...�1'h 105 Yetm Avenue �� S �;p�,� D)458-3835 PO Bor 479 __ _ ._ . ..___ __._ .____ Q)458-3194 FAX IeIm,WA 98597 uzci_velm.u•a_us __. _ . . _ ..._ _ _. _ __ . _,_ __ �.��ED __ _ .__ ___ �.._�.v_.____ �AR 0 8 2013 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential ■ . � ' • ' . 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 � Project Info ProjectAddress NISQUALLY PLAZA Date 2/27/2013 D�. #�2a� For Building Department Use YELM, WASHINGTON Applicant Name: DoL�ax TxEE Applicant Address: Applicant Phone: �� +'��1��,-G .;— MAR 0 8 2013 BY: 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential . • • • 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info ProjectAddress NISQUALLY PLAZA Date 2/27/2013 ` DEAL #�ze� For Building Department Use YELM, WASHINGTON Applicant Name: DoLr.uz �rxsE Applicant Address: Applicant Phone: Project Description ❑ New Building ❑ Addition � Alteration ❑ Plans InCluded Refer to WSEC Section 1513 for controls and commissioning requirements. O Prescriptive � Lighting Pow�r Allowance (� Systems Analysis Compliance Option (See Qualification Checklist{over). Indicate Prescriptive& LPA spaces clearly on plans.) Alteration Exceptions ❑ No changes are being made to the lighting and space use not changed (check appropriate box-sec. 1132.3) ❑ Less than 60%of the fixtures new, installed wattage not increased,&space use not changed. Maximum Allowed Lighting Wattage Location Allowed ross n enor (floor plan/room#) Occupancy Description Watts er ft2"' Area in ftz Allowed x Area sat.ES RETAIL 1.33 9056 12044 HAI,L/ TOILET COMdON AREAS O.HO HH7 71O sTOCxiioori WAREHOUSE 0.50 1548 774 **From Table 15-1 (over)-document all exceptions on form LTG-LPA Total Allowed Watts 13528 Proposed Lighting Wattage Location Number of Watts/ Watts (floor plan/room#) Fixture Description Fixtures Fixture Proposed SALES 8 FT, TANDEM 1-I.AMP F32T8, REFLECT, ELEC BALLAST 13O 64 832� 4 FT, 1-I.AMP F32T8, REFLECTOR, ELEC. BALLAST 6 32 192 HAI.L / TOILET 8 FT, TANDEM 1-LAMP F32T8, REFLECT, ELEC BALLAST 6 64 384 4 FT, 1-LAMP F32T8, REFLECTOR, ELEC. BALLAST 4 3Z ZZH STOCKROOtd 8 FT, TANDEM 1-LAMP F32T8, REFLECT, ELEC BALLAST 1� 64 640 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 9664 Notes: 1. For proposed Fixture Description,indicate fixture type,lamp type(e.g.T-8), number of lamps in the fixture,and ballast type(if included). For track lighting,list the length of the track(in feet)in addition to the fixture,lamp,and ballast information. 2.For proposed Watts/Fixture,use manufacturer's listed maximum input wattage of the fixture(not simply the lamp wattage)and other criteria as specified in Section 1530. For line voltage track lighting,list the greater of actual luminaire wattage or length of track multiplied by 50,or as applicable,the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3.List all fixtures.For exempt lighting, note section and exception number,and leave Watts/ � tur�t�n,�,-��`�w�,� �' .,_.`>_ `" � _`y /"�\' "; ^•,,'� � � �� i�a� � ��?N'�,� :S � ^�. ��x � r:� t� i�l .(.at.iw T '�'.� 49'u;� `�� J_��! (�� i/51��(-:h�� r'i.� `�'�Na�E=- 3/I I3 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential . • • • • . 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 ' Prescriptive Spaces Occupancy: O Warehouse or Parking Garage � Other � Qualification Checklist Lighting � Check if 95%or more of fixtures comply with 1,2 or 3 and rest are ballasted. Note:If occupancy type is"Other"and fxture Fixtures: �.Fiuorescent fixtures with a)1 or 2 two Vamps,b)ieflec�tor or Vouvers, answer is checked,the number of fixtures in (SeCtion the space is not limited by Code. Cleariy 1521� c)5-60 watt T-1,T-2,T-4,T-5,T-8,or CFL lamps,and d)hard-wired electronic indicate these spaces on pians. If not dimming ballasts. Screw-in CFL fixtures and tracking lighting do not qualify. qualified,do LPA Calculations. 2.Metal Halide with a)reflector b)ceramic MH lamps<=150w c)electronic ballasts 3.LED lights. TABLE 15-1 Unit Li htin Power Allowance LPA Use LPA Wlft se LPA W/ft Automotive facility 0.85 Office buildings,office/administrative areas in fadlities 0.91 of other use types(including but not limited to schools, hos itals, institutions,museums,banks,churches 5 Convention center 1.10 Parkin ara es 0.20 Courthouse 1.10 Penitentia and other Grou I-3 Occu ancies 0.90 Cafeterias,fast food establishments , 1.20 Police and fire stations 0.90 restaurants/barss Dormito 0.85 Post office 1.00 Dweling Units 1.00 Retail , retail banking, mall concourses,wholesale 1.33 stores allet rack shelvin Exercise center 0.95 School buildings(Group E Occupancy only),school 1.00 classrooms,da care centers G mnasia,assembl s aces 0.95 Theater,motion icture 0.97 Health care clinic 1.00 Theater, erformin arts 1.25 Hospital,nursing homes,and other Group I-1 and 1.20 Transportation 0.80 I-2 Occu ancies Hotel/motel 1.00 Warehouses 0.50 Laboratory spaces(all spaces not classified 1.62 Workshops 1.20 "laboratory"shall meet o�ce and other appropriate cate ories Laundries 1.20 Libraries 1.20 Plans Submitted for Common Areas Onl Manufacturin facili 1.20 Main floor buildin lobbies exce t mall concourses 1.10 Museum 1.00 Common areas,corridors,toilet facilities and 0.80 washrooms,elevator lobbies Footnotes for Table 15-1 1) In cases in which a general use and a specific use are listed,the specific use shall apply.In cases in which a use is not mentioned specifically,the Unit Power Allowance shall be determined by the building official.This determination shall be based upon the most comparable use specified in the table.See Section 1512 for exempt areas. 2) The watts per square foot may be increased,by 2%per foot of ceiling height above 20 feet,unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2%per foot of ceiling height above 12 feet. 4) For all other spaces,such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2%per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions,a Unit Lighting Power Allowance of 1.1 w/ft2 may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000,the Unit Lighting Power Allowance for the court area is 2.60 W/ftZ. 10) Display window illumination installed within 2 feet of the window,provided that the display window is separated from the retail space by walls or at least three-quarter-height partdions(transparent or opaque)and lighting for free-standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i.0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of furniture,clothing,cosmetics or artwork floor area;or iii.2.5 watts per square foot of jewelry,crystal or china floor area. The specified floor area for items i,ii,or iii above,and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department exGuding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories I,ii,or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a)Located on ceiling-mounted track or directly on or recessed into the ceiling itself(not on the wall). (b)Adjustable in both the horizontal and vertical axes(vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled,separately from the general lighting,to be turned off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. - . __ _ _ . _ _ . � � _ .= 2006 Washington State Nonresidential Energy Code Compliance Form . 2006 Washington State Nonresidential Energy Code Compliance Forms � � Revised July 2007 ProjeCt II1fo ProjectAddress Doiiar Tree at Nisqually Plaza Date 2/27/2013 . Yelm, wa For Building Dept.Use Applicant Name: noiiar Tree _ Applicant Address: Applicant Phone: , , M Project Description 2 New 10 Ton Gas Roof Top Units Briefly describe mechanical 1 New 7.5 Ton Gas Roof Top Unit �I �• S system type and features. 1 N0W 6 TOCI GaS ROOf TOp Utllt '��' C',;,_'� � �� G ❑ Includes Plans Include documentation requiring compliance with commissioning requirements, �t ny141 ... � rW �Simple System �Complex System �Systems Analysis � � 3867� COri1p111riCe �pt1011 �See Decision Flowchart(over)for qualifications.Use separate MECH-SUM for si 27l� Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans,fill in the required information below. Cooling Equipment Schedule Equip. Capacit� OSA CFM SEER ID Brand Name� Model No.� Btu/h Total CFM or Econo? or EER IPLV3 Location RTII-1 CARRIER � 48HCED12 1.],9120 4�00 ECOAO , 11..50 - ROOf RTII-2 CARRIER 4BHCEDI2 ZZ912O 4000 Econo 11.5� - ROOf RTII-3 CARRIER 48HCEA09 93040 . 3000 Econo 12.�0 - ROOf RTII-4 CARRIER 48ACEA07 74290 2400 Econo 12.�� - Roof Heatin E ui ment Schedule Equip. � Capacit� OSA cfm ID Brand Name� Model No.' Btu/h Total CFM or Econo? Input Btuh Output Btuh Efficiency4 RTII-1 CARRIER 48HCED12 224�0� 400� ECOIIO 22400�.0� 1.84��.0� $2.�0� RTII-2 CARRIER 48HCED12 2240�0 4000 Econo 224��.�0 1$40��.0� $2.00� RTII-3 CARRIER 48HCEA08 18��0� 3000 Econo 18�00�..�� 48��.�� $2.�0� � RTII-4 CARRIER 48HCEA07 125�� 2400 Econo 125000.00 403000.00 $2.�� Fan Equipment Schedule Equip. �� Brand Name� Model No.� CFM Sp' HP/BHP Flow Control5 . Location of Service � EF-1 COOK� GEMINI GN-340 200 �.ZS" 0.17 vs Toilet Raom� � � 'If available. 2 As tested according to Table 14-1A through 14-1 G. 3 If required. ^COP,HSPF,Combustion Efficiency,or AFUE,as applicable. 5 Flow control types:variable air volume(VAV),constant volume(CV),or variable speed(VS). �CEIVED ; MAR 0 8 2013 BY: � , � � 2006 Washington State Nonresidential Energy Code Compliance Form • System Description If Heating/Cooling � Constant vol? �Fir cooled? � Packaged sys? �<20,000 Btuh? See Section 1421 for full description of or Cooling Only: � Split system? � Economizer included? Simple System qualifications. If Heating Only: � �5000 cfm? ��70%outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not,either the Complex System or Systems Analysis Options must be used. START Heating/Cooling Air Cooled, System Type or Cooling Only Constant Vol? — N0 Reference Heating Only Section 1421 Yes ♦ � <5000 ingle plit Syste cfm? Yes Package N <=84;000 N Yes Unit? Btuh? No Yes ol Ca A Outd s <70%OSA Yes Econo N <20,000 N °r Ye included? Btuh? Adjacent to utdoor Yes Yes Reference No Section 1423 ool Ca Ye <54,000 N Btuh? otal Ca . wo economize N Q40,000 Btuh or 10%? Simple System Yes Allowed (section 1420) Use Complex Systems (section 1430) COri1 IeXG.�,stems Refer to MECH-COMP Mechanical Complex Systems for assistance in determining which Complex P "J' Systems requirements are applicable to this project. i M i s � 2006 Washington State Nonresidential Energy Code Compliance Form . . 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 ProjectAddress noiiar Tree at Nisqually Plaza Date 2�27�z013 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State�Vonresidential Energy Code. Applicability Cod�.. Location Building Department (yes,no,n.a.) Section Component Information Required on Plans � Notes HVAC REQUIREMENTS (Sections 1401-1424) 1411 Equipment performance -a- 1411.4 Pkg.elec.htg.&cig. L+st heat pumps on schedule - yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency MPz yes 1411.1 Combustion htg. Indicate intermittent ignition,flue/draft damper&jacket loss - 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans MP1 yes 1412.2 Deadband control Indicate 5 degree deadband minimum MP3 .a. 1412.3 Humidity control Indicate humidistat - yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff.day types MP3 .a. 1412.4.1 Dampers Indicate damper location and auto.controls&max.leakage MP1 .a. 1412.4.2 Optimum Start Indicate optimum start controls - •a• 1412.5 Heat pump control Indicate microprocessor on thermostat schedule - yes 1412.6 Combustion htg. Indicate modulating or staged control - yes 1412.7 Balancing Indicate balancing features on plans �1 1412.8 Ventilation Control Indicate demand control ventilation for high-occupancy areas MP1 .a. 1422 Thermostat interlock Indicate thermostat interlock on plans - yes 1423 Economizers Equipment schedule MPZ 1413 Air economizers yes 1413.1 Air Econo Operation Indicate 100%capability on schedule MPZ .a. 1413.1 Wtr Econo Operation Indicate 100%capacity at 45 degF db&40 deg F wb - •a• 1413.2 Water Econo Doc Indicate clg load&water econoe&cig tower performance - .a. 1413.3 Integrated operation Indicate capability for partiai cooling - .a. 1413.4 Humidification Indicate direct evap or fog atomization w/air economizer - 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary MP3 yes 1414.2 Duct insulation Indicate R-value of insulation on duct MP3 yes 1415.1 Piping insulation • Indicate R-value of insulation on piping MP3 1416 Completion Requirements 1416.2.1 Commissioning Provide commissioning plan - Yes 1416.2.2-3 Sys.Bal&Func.Test Indicate air and water system balancing&functional testing MP3 1416.2.4 Commissioning Indicate O&M manuals,record drawings,staff training - 1416.2.5 Comm. Report Indicate requirements for prelim.&final commissioning report - 1434 Separate air sys. Indicate separate systems on plans - yes Mechanical Completed and attached. Equipment schedule with types, - • Summary Form inpuUoutput,efficiency,cfm;hp,economizer ections - 1440 Service water htg. .a• 1441 Elec.water heater Indicate R-10 insulation under tank - .a. 1442 Shut-off controls Indicate automatic shut-off - yes 1443 Pipe Insulation Indicate R-value of insulation on piping MP3 .a. 1452 Heat Pump COP Indicate minimum COP of 4.0 - .a. 1452 Heater Efficiency Indicate pool heater efficiency - � .a. 1453 Pool heater controls Indicate switch and 65 degree control - •a• 1454 Pool covers Indicate vapor retardant cover - •a• 1454 Pools 90+degrees Indicate R-12 pool cover - ' no is circ e or any question, prov� e exp anation: . " � 2006 Washington State Nonresidential Energy Code Compliance Form o s 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Mechanical - General Requirements 1412.8 Ventilation Controls forHigh-OccupancyAreas: Demand control ventilation(DCV)is required for spaces that are larger than 500 ft2,have a design 1411.1 General:Equipment shall have a minimum performance at the specified occupancy for ventilation oi greater than 40 people for 1000 ft2 of floor area,and are rating conditions not less than the values shown in Table 14-1A through 14-1G.If a served by systems with one or more of the following: nationally recognized certification program exists for a product covered iP Tables a. An air-side economizer, 14-1A through 14-1 G,and it includes provisions for verification and challenge of equipment efficiency ratings,then the product shall be listed in the certification b. Auiomatic modulating control of the outdoor air damper,or program. c. A design outdoor airflow greater than 3000 cfm. Gas-fired and oil-fired forced air furnaces with input ratings>225,000 Btu/h(65 Exceptions: kW)and all unit heaters shall also have an intermittent ignition or interrupted device 1.Systems with energy recovery complying with Section 1436. (IID),and have either mechanical draft(including power venting)or a flue damper.A 2. Multiple-zone systems without direct-digital control of individual zones vent damper is an acceptable alternative to a flue damper for furnaces where communicating with a central control panel. combustion air is drawn from the conditioned space.All furnaces with input ratings> 3. Systems with a design outdoor airflow less than 1200 cfm.- 225,000 Btu/,�(65 kW),including electric fumaces,that are not located within the 4. Spaces where the supply airflow rate minus any makeup or outgoing ' conditioned space shall have jacket losses not exceeding 0.75%of the input rating. transfer air requirement is less than 1200 cfm. 1411.2 Rating Conditions:Cooling equipment shall be rated at ARI test conditions 1413 Air Economizers and procedures when available.Where no applicable procedures exist,data shall 1413.1 Operation: Air economizers shall be of automatically modulating outside and be furnished by the equipment manufacturer. return air dampers to provide 100 percent of the design supply air as outside air to 1411.3 Combination Space and Service Water Heating:For combination space reduce or eliminate the need for mechanical cooling.Water economizers shall be and service water heaters with a principal function of providing space heat,the capable of providing the total concurrent cooling load served by the conneted Combined Annual Efficiency(CAE)may be calculated by using ASHRAE Standard terminal equipment lacking airside economizer,at outside airtemperatures of 45°F 124-1991.Storage water heaters used in combination space heat and water heat dry-bulb/40°F wet-bulb and below.For this calculation,all factors including solar and applications shail have either an Energy FActor(EF)or a CAE of not less than the internal load shall be the same as those used for peak load calculations,except for following: the outside temperatures. EF CAE Exception:Water economizers using air-cooled heat rejection equipment <50 gal siorage 0.58 0.71 may use a 35°F dry-bulb outside air temperature for this calculation.This 50 to 70 gal storage 0.57 0.71 exception is limited to a maximum of 20 tons per building. 1413.2 Documentation:Water economizer plans submitted for approval shall >70 gal�storage 0.55 0.70 include the following information: 1411.4 Packaged Electric Heating and Cooling Equipment:Packaged electric 1. Maximum outside air conditions for which economizer is sized to provide equipment providing both heating and cooling with a total cooling capacity greater full cooling. than 20,Btu/h shall be a heat pump. 2. Design cooling load to be provided by economizer at this outside air Exception:Unstaffed equipment shaeltecs or cabinets used solely for condition. personal wireless service facilities. 3. Heat rejection and terminal equipment performance tlata including model 1412 Controls number,flow rate,capacity,entering and leaving temperature in full 7412.1 Temperature Controls:Each system shall be provided with at least one economizer cooling mode. temperature control device.Each zone shall be controlled by individual thermostatic 1413.3 Integrated Operation:Air economizers shall be capable of providing partial controls responding to temperature within the zone. At a minimum,each floor of a cooling even when additional mechanical cooling is required.to meet the remainder building shall be considered as a separate zone. of the cooling load. 1412.2 Deadband Controls:When used to control both comfort heating and Exceptions: cooling,zone thermostatic controls shall be capable of a deadband of at least 5 1. Individual,direct expansion units that have a rated capacity less than degrees F within which the supply of heating and cooling energy to the zone is shut 65,000 Btu/h and use nonintegrated economizer controls that off or reduced to a minimum. preclude simultaneous operation of the economizer and mechanical Exceptions: cooling. 1. Special occupancy,special usage,or code requirements where 2. Water-cooled water chillers with waterside economizer. deadband controls are not appropriate. 1413.4 Humidification:If an air economizer is required on a cooling system for 2. Buildings complying with Section 1141.4,if in the proposed building �,vhich humidification equipment is to be provided to maintain minimum indoor energy analysis,heating and cooling thermostat setpoints are set to humidity levels,then the humidifier shall be of the adiabatic type(direct evaporative the same temperature between 70 degrees F and 75 degrees F media or fog atomization type). indusive,and assumed to be constant throughout the year. Exceptions: 3. Thermostats that require manual changeover between heating and �. Health care facilities where WAC 246-320-525 allows only steam cooling modes. injection humidifiers in ductwork downstream of final filters. 1412.6 1412.3 Humidity Controls:If a system is equipped with a means for adding Combustion Heating Equipment Controls:Combustion heating moisture,a humidistat shall be provided. equipment with a capacity over 225,000 Btu/h shall have modulating 1412.4 Setback and Shut-Off: HVAC systems shall be equipped with automatic or staged combustion control. . controls capable of accomplishing a reduction of energy use through control setback 2. Systems with water economizer or equipment shutdown during periods of non-use or alternate use of the spaces 3. 100%outside air systems with no provisions for air recirculation to the served by the system.The automatfc controls shall have a minimum seven-day central supply fan. clock a�d be capable of being set for seven different day types per week. It must 4. Nonadiabatic humidifers cumulatively serving no more than 10%of a retain programming and time for a power loss of 10 hours and include an accessible tiuilding's air economizer capacity as measured in cfm.This refers to manual override of up to 2 hours. the system cfm serving rooms with stand alone or duct mounted Exceptions: humidifiers. 1. Systems serving areas which require continuous operation at the 1414 Ducting Systems same temperature setpoint. 1414.1 Sealing:Duct work which is designed to operate at pressures above 1/2 inch 2. Equipment with full load demands of 2 kW(6,826 Btu/h)or less may Water column static pressure shall be sealed in accordance with Standard RS-18. be controlled by readily accessible manual off-hour controls. Extent of sealing required is as follows: 3. Systems controlled by an occupant sensor that is capable of shutting �. Static pressure: 1/2 inch to 2 inches;seal transverse joints. the system off when no occupant is sensed for a period of up to 30 2. Static pressure: 2 inches to 3,inchesj seal all transverse joints and minutes. longitudinal seams. 4. Systems controlled solely by a manually operated timer capable of 3. Static pressure: above 3 inches;seal all transverse joints,longitudinal operating the system for no more than two hours seams and duct wall penetrations. 1412.4.1 Dampers:Outside air intakes,exhaust outlets and relief outlets serving Duct tape and other pressure sensitive tape shall not be used as the primary conditioned spaces shall be equipped with dampers which close automatically when sealant where ducts are designed to operate at static pressures of 1 inch W.C.or the system is off or upon power failure. Stair shaft and elevator shaft smoke relief 9reater. openings shall be equipped with normally open(fails to open upon loss of power) 1414.2 Insulation:Ducts and plenums that are constructed and function as part of dampers:T.hese dampers shall remain closed until activated by the fire alarm the building envelope,by separating interior space from exterior space,shall meet all system or other approved smoke detection system. Exceptions: ► applicable requirements of Chapter 13.These requirements include insulation installation,moisture control,air leakage,and building envelope insulation levels. 1. Systems serving areas which require continuous operation. Unheated equipment rooms with combustion air louvers must be isolated from the 2. Combustion air intakes. conditioned space by insulating interior surtaces to a minimum of R-11 and any 3. Gravity(nonmotorized)dampers are acceptable in buildings less exterior envelope surfaces per Chapter 13.Outside air ducts serving individual ihan 3 stories in height. supply air units with less than 2,800 cfm of total supply air capacity shall be insulated 4. Gravity(nonmotorized)dampers are acceptable in exhaust and relief to a minimum of R-7 and are not considered building envelope.Other outside air outlets in the�first story and levels below the first story o1 buildings duct runs are considered building envelope until they, three or more stories in height. 1. connect to the heating or cooling equipment,or �d�7 d 7 flnt:m.�m Cti�rt(:nn}.nlo•4Joo�inn�niV rnnlinn eveTeme wi}ti�yecinn c��nnlv 7 oro ienl�io.i fmm fho aWorinr wiTi.�n oi�tnmoiir ci.i�}_nfF�i�mner rmm�l.iinn � ' ' ' 2006 Washington State Nonresidential Energy Code Compliance Form iyic.y.c vpwnuw ow��a.�uuvia.necuny aiiu wumiy�y�icin�wmi ue�iyn�uNNry c. eiC isumieu n�ni IIIC CAICIIVI wmi aii auwinauc�iiui-un ucniNm cuinNiyuiy air capacities exceeding 10,000 cfm shalf havepptimum start controls.Optimum with Section 1412.4.1. start controls shall be designed to automatically adjust the start time of an HVAC Once outside air ducts meet the above listed requirements,any runs within system each day to bring the space to desired occupied temperature levels conditioned space shall comply with Table 14-5 requirements. immediately before scheduled occupancy.The control algorithm shall,as a Other ducts and plenums shall be thermally insulated per Table 14-5. minimum,be a function of the difference between space temperature and occupied Exceptions: setpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls:Unitary air cooled heat pumps shall include � Within the HVAC equipment. microprocessor controls that minimize supplemental heat usage during start-up,set- 2. Exhaust air ducts not subject to condensation. up,arid defrost conditions. These controls shall anticipate need for heat and use 3. Exposed ductwork within a zone that serves that zone. + compression heating as the first stage of heat.Controls shall indicate when 1415 Piping Systems supplemental heating is being used through visual means(e.g.,LED indicators). 1415.1 Insulation:Piping shall be thermally insulated in accordance with Table 14-6. 1412.6 Combusfion Heating Equipment Controls: Combustion heating equipment Exception:Piping installed within unitary HVAC equipment. with a capacity over 225,000 Btu/h shall have modulating or staged combustion Water pipes outside the conditioned space shall be insulated in accordance with control.000 Washington State Plumbing Code(WAC 51-26) EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1416 Completion Requirements(Referto NREC Section 1416 and the Building 1412.7 Balancing:Each air supply outlet or air or water terminal device shall have Commissioning Guidelines,published by the Building Commissioning Association, a means for balancing,including but not limited to,dampers,temperature and ' for complete text and guidelines for building completion and commissioning pressure test connections and balancing valves. requirements.) e r " k 1 C I R��z��? � ° ° �� f��Q� DATE: April 1, 2013 To: CDS Associates LLC 4000 Delridge Way SW, Suite 300 Seattle, WA 98106 ATTENTION: Kevin Weare PHONE: 206.923.0889 RE: DOLLAR TREE AT NISQUALLY PLAZA—YELM�WA- DEAL#7287 ARCHITECT PROJECT#: 12159-22 DESCRIPTION: QUANTITY DATE DESCRIPTION 2 Sets Revised Blacklines, Full-Size "Sealed"— Architectural Revised Sheets Only 1 Copy Revision Memo TRANSMITTED: For Your Use _ No Exceptions Taken For Your Review and Comment _ Make Corrections Noted X As Requested _ Amend&Resubmit _ For Your Record _ Rejected-See Remarks X For Approval _ Please Retum_Copies REMARKS: Please contact Gretchen Garbutt at 757.213.6362 with any questions. RRMM Architects �� -�+ ��ED BY: A P R 0 9 2013 Gretchen E. Garbutt, Construction Permit Specialist �3Y: 1317 Executive Boulevard,Suite 200,Chesapeake,VA 23320 Phone 757/622-2828 Fax 757/622-6883 ggarbutt@RRMM.com ��RR��I�T , ��,�!��1 DATE: April 1, 2013 Dollar Tree: Nisqually Plaza 906 Algiers Road Yelms, Washington 98597 NOTES: Sheet A1: Revised door numbers to match hardware groups. Sheet A1.1: Revised control reach height to 40" per state amendments. RRMM Architects RECFI�„TED BY� �� APR 0 9 2013 Craig Yarborough, Project Manager BY: PC: 1317 Executive Boulevard#200,Chesapeake,VA 23320 Phone 757/622-2828 Fax 757/622-2430 cyarborough@rrmm.com H:�2012\12159-00_DOLLAR_TREE\5922\Submittal\Submittal#2(4-1-2013)\RRMM Ches Memo-NEW LOGO_25.doc � D U N HA111� �. DEI.fVERS. Letter of Transmittal To: CDS Date: 4/1/2013 4000 Delridge Way SW,Suite 300 Comm. No.: 413820-023 Seattle,WA 98106 Project: Dollar Tree—Yelm,WA Attn: Kevin Weare We are sending: Q attached ❑ under separate cover Q prints ❑ manuals ❑ reproducibles ❑ change order ❑ specifications ❑ shop drawings ❑ computer disk ❑ Other By: ❑ Mail � Courier [JJ Overnight ❑ Pickup No. Description Total 1 MEP REV 1 affected drawings Signed&Sealed 2 sets The Items listed above are transmitted as checked below: ❑ for your information ❑ for approval ❑ reviewed as noted ❑ for review&comment Q as requested ❑ rejected ❑ returned ❑ other Remarks: Copy: File Signed: Tim Kempf Dir.Tel.: 612-465-7661 Rec'vd E-mail: Tim.Kempf@dunhameng.com 1�C.�� APR 09 2013 BY: 50 South Sixth Street/Suite 1 100/Minneapolis,Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 WEB dun ame .com STRUCTURAL ENGINEERING CALCULATIONS DOLLAR TREE STORES,INC. NISQUALLY PLAZA DEAL #7287 YELM, WA. TENANTIMPROVEMENT BYA# 12143 ��.�o l�l �.a February 27, 2013 ,�'��-��' :� , ��,�`,�, � y LG� Prepared For: � �� ` w`� w d 6 Vti� �� U �e:� G� RRMM Architects ��Oh1AS,�� 1317 Executive Blvd., Suite 200 EXPIRFS ti-�,� Chesapeake, Virginia 23320 BRAD YOUNG �ASSOCIATES, INC. ��EIVED STRUCTURAL EIVG [ NEEEtING M�R082013 �43 . 1320 W.Henidon Avenue,Suite ]O1 • Fresno,California 9371 I •559-222-9600 • 559-222-9633 Fax •�v�vw.byaengineering.com Dollar Tree Yelm,Washington T.I. - New HVAC units to existing roof framing, new openings in cmu wall Desi�n Parameters Code = 2009 IBC ' Wind = 85-C, Iw=1.0 Seismic = Site Class D SS= 1.140 S� = 0.398 1=1.0 R=N/A Steel fy (W.F.)A992 = 50 ksi, UNO Steel fy (Tube)A500 Grade B = 46 ksi, UNO Steel fy (Pipe)A53 Grade B = 35 ksi, UNO Steel fy (Misc.)A36 = 36 ksi, UNO Light gage studs fy = 50 ksi minimum, UNO High Strength Bolts =A325N Typical Bolts =A307 Concrete f'c (Foundation) = 3000 psi, UNO Concrete f'c (walls) = 3000 psi, UNO Concrete f'c(Columns) = 3000 psi, UNO Concrete f'c(Floor desks) = 3000 psi, UNO Rebar#3 bars = Gr. 40, fy =40,000 psi, UNO Rebar#4 and larger bars = Gr. 60,fy = 60,000 psi, UNO Welded Rebar =A706 Dimensioned Lumber = DF#2, UNO Glulam Beams = 24F-V4 @ simple spans, UNO =24F-V8 @ Cantilever spans, UNO ' Wood Connectors = Simpson Strong Tie, UNO � (Manufacture) (Equivalent may be used) ' Masonry f'm = 1500 psi, UNO Allowable Soil Bearing Pressure = 1500 psf(code minimum) Note: The above material properties are typical properties and apply unless noted otherwise within this calculation package. The materials listed are not necessarily used in this design. Please see the following calculations for the actual types of materials used forthis specific design. BRAD YOUNG &ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Hemdon Ave,suue�o� File Name: 12143.mcd Fresno,Californla 93711 (559)222-9600(559)222-9633Fax Engineer: TT � � c �, 1� �1 s � � s �► � Conterminous 48 States 2005 ASCE 7 Standard Latitude = 46.936551 Longitude = -122.59256800000001 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.140 (Ss, Site Class B) 1.0 0.398 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 46.936551 ! Longitude = -122.59256800000001 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.044 ,Fv = 1.604 Period Sa (sec) (g) 0.2 1.190 (SMs, Site Class D) 1.0 0,639 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 46.936551 Longitude = -122.59256800000001 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.044 ,Fv = 1.604 Period Sa (sec) (g) 0.2 0.793 (SDs, Site Class D) l.o o LIa� � s�► � s►� � c��.ss �� Loadinq Main Roof DLroof LLroof ;Roofing , 2.4!PSF �steel deck 1.8� i jRoofFraming 3.5j ; ! ;Insulation ; 1 i � ;M&E&P j 2; �Ceiling 1.8; ; (Miscellaneous ; 2.5; � � � 15(PSF �Dead Load , ; 20�PSF �Li� Load ; Ib Ib DLroof �= DLroof'ft2 DLroof = is f�Z LL := LL �b LL = 20 �b 'I roof roof'ft2 roof ft2 Ib ��-wall.cmu �- 84psf ��-wall.cmu - 84 2 ft Note:When possible reduce roof live load fortributary area perASCE 7-05 Section 4.9. When applicable live load reduction will be noted by R� BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Herndon Ave,s�ie�09 File Name: 12143,mcd Fresno,Califomla 93711 (559)222-9600(559)222-9633 Fax Engineer: TT �i �j The following calculations will address the following: 1. New HVAC units on existing roof framing 2. New openings in rear CMU Wall 3. New opening in front CMU Wall 4.All other work, if required or not addressed in this package, is by others. BRAD YOUNG &ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2127/2013 1320 W.Herndon Ave,Suite 101 File Name: 12143.mcd Fresno,Califomfa 93711 (559)222•9600 (559)222-9833Fax Engineer: TT 1 Member 2: Existinq 48" open web steel qirders The existing roof joist is to be analyzed for the existing gravity loads. L := as.2sft Length of longest beam member 3sft+ssft Wtributary �- Z Wtributary = 3s ft ' F := o.s Roof slope (inches rise per foot of run) At �— �'Wtributary At = isis.�sft2 L� := LLroof A R� := if At _< aoo•ft2,i ,if At < �oo•ftZ,i.a— .00l•t ,.6 R� = 0.6 ft2 R2 := if(F <_ a,t ,if(F < ia,�.2— .os•F,.6)) R2 = i L� := L��R�•R2 Lr = 12 Ib ft WDL �- ��roof'Wtributary Wp� — 525 Ib ft WLL �— �r'Wtributary WLL = 420 Ib ft ME.max �= WDL+WLL �2 ME.max - 22o9�o.i9sft•Ib II s BRAD YOUNG 8�ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.HerndonAve,Sulla 101 File Name: 12143.mcd Fresno,Calitornfa 93711 (559)222-9600(559)222-8633 Fax Engineer: TT �� Check HVAC Units for Lateral Loadinq: Seismic Loads SS := 1.140 S� := 0.398 Fa := 1.044 F� ;= 1.G04 SmS := Fa•Ss Sms = i.i9 Sm� := F�•S� Sm1 = 0.638 2 Sds �= 3 Fa�ss SCIS — 0.793 2 gd� ;= 3.F�.S� Sd� = o.4z� Seismic Design Category - D Sd� > o.zo ap ;= 2,s Per table 13.6-1 HVAC component amplification factor Rp := 6.o Per table 13.6-1 HVAC Component Response modification factor z := Zsft h := Zsft assumed average roof height Ip := 1 Importance Factor Wp ;= issalb HVAC unit weight Seismic Force: F.p o.a�ap�Sds'Wp'�p z Fp.1 := R • 1 +2•hl Fp.1 = sas.26�Ib p C J Fp.max �= i.6SdS•Ip•Wp Fp.max = l�sa.4ss Ib Fp.min �= o.3•Sds•Ip�Wp Fp.min = 32s.9�1b Fp := if�Fp 1 � Fp.max�Fp.max�max�Fp 1 >Fp.min�� Fp = sas,26�Ib BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2127/2013 File Name: 12143.mcd 1320 W.Hemdon Ave,Suile 101 Fresno,Cafifornla 93711 (b69)222-8600 (669)222-9633 Fax Engineer: Tl" `i� l��% Lateral Analvsis -Wind Exposure C V := ss KZt := l.o KZ := 0.94 Kd := a.ss I .= i,o qZ := 0.0025G•KZ•KZt•Kd�l•V2•psf qZ = la.��spsf G := o.ss Gust effect factor Cf := 1.4 Force coefficient from Figure 6-21 in ASCE 7 Af :_ �.34ft�a.iift Projected area normal to the wind PW := qZ•G•Cf•Af Lateral wind load PW = sso.s29 Ib Max factored lateral wind load o,�•Fp = 3s3.�s�Ib Max factored lateral earthquake load � Wind Load Governs BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Daie: 2/2712013 1320 W.Herndon Ave,suite�01 File Name: 12143.mcd Fresna,Cadfomla 93711 (559)222-9600(559)222-9633 Fax Engineer: TT • � Check HVAC Unit for Overturninq -Transverse Direction �HVAC �- �'34ft Length of HVAC Unit HHVAC �- 4•��ft Heightof HVAC Unit WTHVAC �= 13s21b Weight of HVAC Unit VA ;- �pw� Lateral Wind Load VA = s3o.szylb HHVAC OTM = Io9o.23sft•Ib OTM := Vq• 2 RM wT �HVAC RM� = so�i.94ft•Ib 1 �- HVAC' 2 OTM - RM� Uplift� :_ � Upllft� _ —542.46G IIJ HVAC No need for holdowns Check HVAC Unit for Overturninq -Lonqitudinal Direction WHVAC �- 4.96ft Width of HVAC Unit HHVAC �' 4.11ft Heightof HVAC Unit �HVAC - 13g21b Weight of HVAC Unit VA - sso.s291b Lateral Wind Load HHVAC OTM = �09o.23sft•Ib OTM := VA� 2 RM - WT WHVAC RM2 = sa2�.36ft•Ib 2 �- HVAC' 2 OTM - RM2 Uplift2 := Uplift2 = -4�1.i9a Ib WHVAC No need for holdowns BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 File Name: 12143.mcd 1320 W.Hemdo�Ave,Suite 101 Fresno,Cal(fornla 93711 (559)222-9600(659)222-9633 Fax Engineer: TT lf;� � , Check for Slidinq: Use 1/4" dia. Tek screws to anchor the HVAC unit into the roof. PW = s�o.s291b Lateral wind load N := 4 min number of total anchors Fp Vanchor �- N V i3�.o��Ib anchor - ' uscrew �= 99o1b Factored allowable shear for 1/4" dia Teck Screw(ICC-ES ESR-1976) Vallowable �- Vscrew'N vallowable = 39�o1b Vanchor = o.o3s �1 so screws are acceptable Vallowable BRAD YOUNG $ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2127/2013 1320 W.Herndon Ave,suue�o� File Name: 12143.mcd Fresno,Californla 93711 (559)222-9600 (559}222-9633 Fax Engineer: TT �� Item 2: Exterior Wall Openina There will be iwo closely spaced new openings in the cmu wall. A new metal frame is being added to support the new openings. The new frame will have 2 columns and span the entire length of the openings. Check the new frame for existing gravity and out-of-plane loads. New Frame Header Gravity loads: L := t2•ft Length of beam wp� := DLroof'2•ft+ DL.WaILcmu•1g•ft wp� _ �ss�ft �ft Ib w�� := LLroof'C 2 w�� = 6o ft Use: (N)W8x24 See attached ' BRAD YOUNG &ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.HerndonAve,sune to� File Name: 12143.mcd Fresno,Callfomla93711 (559)222-9600(559)222-B633Fax Engineer: TT �'�� II�. � �� o �'N 1� . � ��• o> � � � N" � J � �F�, g� � � a $ � � y' ��. �s s � y g s $ �� R F �� z >�� v � � � v � � �� q � �=g�°_ � LL �m$ �� 5 �w� i � � �$ � L � ♦ y C1 @ � `'1 ''1 25 � � � � � �+ $ ��$ $1 0 o J g � e� o �� $ � �� a�� m � �w N O � �� _ � � �� >- � � � � ��:��_ `�N `� E� �� ym' . �" �'� �g ��m�m�'�' � ��'o�$�a� � �� o�� >�A��u� 4 ,o � � � � � � � � � � � � � ��. � � �� o� I a .. Yx r , �'��o� � �> � ��a• �� • �;��°� I a� � � � � � � � � � � � � � � � €�� Y�s� i� r �� m � � � � $ � � ��• oo i � I , �R �$ g I � �' N �N d $ S 8 $ S $ 4 �{ 8 $ 8 d . ,, .e . . . . :LL $ 8 S S 8 0 8 8 0 8 $ 0 8 ��. ► :v u y � � � b S�- 9 0`�a � $� � Q fd 13 fd f$ Fd U" 1� S� G f3 12 �� ; ' �.� a E � F � � � � � a � � � � � y� I �I�°t3 �$� •• cE.� $Z LLw � �8<0�� , � �i �, � � � � � � � "�� Is m�>"> �6.�w � �� m � � m �� ; - � � `�� N oNO `� � � � � � s � � � � � � �u5� I �o ,.'`. o _�' � � � . �� n � r �C � � r xi H � � o � � � i ° ` N � . i; J 11 W I � �o 0 0� f0 4 . � � ' � �KKR � n � � �Y � ul ,� O fn j � .x �c c c� �. � �yo�n�g� NgNO°I ' � � � S ^ $ � 8 " $ '" $ � � � °3�� o00o I � � r � X! �. � � r � � ..� RI PV . � �� , � � I a tl> n o � o � H ry a o N � o � I�� U �� t= N� �,�� ► � " � ig`�'� � �i o � o o � � o � R c ° I J� NW ��m` ' � a � o c I�`o 0 m � Q e �ti'ua= i — � � i '3 - 5 � g� d�� . a ouU� � tO � ro " " � _ � $E &� cn oe � � � U d ��°� � o v�i.n S E E E ��N�o l� ,R . _ � .- _ � .- ��_�..�.-�� i � � �� a � .>Qa<o � '��s .d � � I t,�� 5�-� o.m � 8 0 � ,� c�� EeE2 L' � `o' #` o �`� y`� �. �� v s 5 g� : a �� a..S o� g o j `s $ s�g�s s�s�s�g�s a� : - � E°L LL N N N N�N$N N N�+.JG{N aJ � ��. C� �a a�ad -.°� "i�8 8�u� � ��? E� rt�� -�Ffrm ��c�-�4[� € �°E � . �cc� l io� E'R& � E o� 5 JYJyJ �JgJ4�Jq�� a � 23 a Q f°� � � � I ' d �'�N B�v4�'��f E� n u � � u'�e St J !. ,�$'�s�� 3ss ��9 ; o� � i�� ! o �� Support Column Design column forworst loading. Hcolumn �= zsft Height of column Pp� ;= 9.�k PDL = 9600lb P�� := 0.36IC PLL = 36o1b Use: (N) HSS 6x6x1/4 See attached BRAD YOUNG 8�ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 File Name: 12143.mcd 1320 W.Herndon Ave,Sutle 101 Fresno,Califom(a 93711 (559)272-9600 (668)222-9633 Fex Engineer: TT �I� �Q�- � �7�• � � :c � b � c � A �•' 0�� o�� n 13 v3 '- �7�. �� I 5� �� ,� a ' . � . o �� ' , � � € �.� r � ` _.. 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Check the frame for out-of-plane loadina: Seismic Forces SS = i.ta RefASCE 7-05 Seismic Factor Determination Fa = i.044 Ref.ASCE 7-05 Section 12.14.8 2 Sds ;= 3.Fa.gS � � Sds = 0.793 � .= 1.0 Fp.1 �= o.4•SdS•I Fp.1 = o.3i� Wall at new openinq hwall �— 2s•ft hopening :_ �'ft hwall— hopening Wwall �— ��-walLcmu' 2 Fp :- Fp.1'Wwall Seismic Forces acting on wall Fp = 239.936 ft BRAD YOUNG &ASSOCIATES Copyright 2012 Brad Young&Associates li STRUCTURAL ENGINEERING Print Date: 2/27/2013 , 1320 W.Hemdon Ave,Suile 101 File Name; 12143.mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT , l� �I � Lateral Analysis -Wind Exposure C V := ss Kzt �= i.o KZ := 0.94 Kd := o.ss I .= i.o qh := o.002s6•Kz'Kzt.Kd.�.�/2.psf qh = i4.��s fb p =qnl�GCp)-(GCp;)] EQ 6-22 (Components and Cladding Low Rise Buildings) GCp � := o.x External Pressure Coefficient(Positive Face) GCp 2 :_ —0,9 External Pressure Coefficient(Negative Face) GCp� := o.is Internal Pressure Coefficient Windward Pressure p� := qh•�GCp.1 —�—GCp�� p� = ia,as3 psf Leeward Pressure plw �— ph'�GCp.2 — �GCP�� p�W = —is.96i psf Ip�WI = 15.9G1 Ib ft hwall Wind Forces acting on wall PW := Ip�WI � Z Pw = i99.so�ft Fp = 239.936 ft Seismic Forces govern See Attached RISA printouts for Lateral Frame Design BRAD YOUNG 8�ASSOCIATES Copyrighi 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 File Name: 12143.mcd 1320 W.Hemdon Ave,Suile 101 Fresno,Celitomla 93711 (559)222-9600 (559)222-9633 Fex Engineer: TT ls a � 0 � � � M O N � M N v i d ..�-� Y � � � � 3 X � k � � � �, � � �w � x �-� � � X x ._.� ° � � � � � ��-�` � � � �_ M � bW a�i c}'v �U O N N d Q O N � C �1 X W = � o O • �" M � a '�t' } o (p � r- � 00 U � ,,�f n e$e` E � I N N�� v?V LL�°J� y � � a R�E "��'"� � � �ig� �� a u in v� -N � w �� IL�� LL � � -N �a � .'�� .� �. y� � N N 7 O O O O O� N V- N N O avir � I - o �p v l� �fi 7 � �q- E O O o O o � U,_ s c F � m�� • a ava �'& E : �:: �� o NOaD � : y. €� (�D b °o°o � N N y � ' • q� a�Y a� d q � y w� 1(:�: w`u5 .: co �-w '�� .y�a �i' fQ0�Nt��O O�N�� O o�v��nryry �(�1MC') M � QZ}OOZZthlhrl��Z_af�INNN � N . 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N � _ appr�cora�.-� vrnv arnornvm O `000000000000000000000000000000 � y G ��(I�K(�`lN��O��00��000 00 O U � � � � � �� ,� a .5 '.5 : o :,� c :c :,S��t�r . e 'a cxc c k xc c o c c � Kcxc a � EEEEE EE�EEEEEE�EEEEEEEE�E � �•-w•-�S t�S•-t�S�-�• to• tv•-�•-��-��• �o•-w•- y y EEEEEEE E E £ EEEEEEEEE E E�EE °' } ` o � � Y ��.N C) � Q ��.�fl N f") Y N Gl N M �..V � �. N l'� ��.Y ln N f7 �,.. � � -� 0 �c�i� � � � ...... � a, � > `w W .°u-� V �� rl v �� .� O �°� ° e � � ° ; a pe aZ v °' ; y U�C � � �NMYN I�UOWO'-N(`')V�t01� 010 C �NMVu7�D1�00�0� c7 N10f�aDmO�NMVN: h0�0f0 � W �NNNN NtVN NM W "NNiVNNN. N NM ��1 Foundation For new footing for frame at awning columns Footina 1-column Pp� _ ��oolb gravity loads Pp� = 9600lb P�� = 36o Ib PLL = 3�o Ib PTL �— PDL+ PLL PTL = 996oib A :_ PTL A = 6.64ft2 isoo•psf use 3'-0" x 3'-0" footing -check area Af := 3.o•ft�3.o•ft Af = 9ft2 A = o.�ss < 1.0, footing is ok Af Use: 3'-0" x 3'-0" (min.)footing doweled into the existing footing BRAD YOUNG &ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.HemdonAve,s��e�o� File Name: 12143.mcd Fresno,Californie 93711 (559)222-9600(559)222-9633 Fax Engineer: TT ��V Item 3: Door Opening . We have installed a C 12x20.7 lintel over the new door opening at front of the existing CMU wall to distribute the minor lateral and vertical forces. The C12 will distribute the out of plane forces to the adjacent walls over a 32" portion of the wall. Determine the out of plane forces and check the existing wall. Vertical g Ib wp� := DLroof'2•ft WDL = 6o ft 8 Ib w�� := LLroof'2'ft WLL = go ft Seismic SS = t.i4 Fa = i.oa4 a gdS ;— 3.Fa.ss Sds = a�93 25•ft-7•ft 6.33•� Plintel.seismic �- �4'Sds'1'[��-wall.cmu'( 2 )' 2 Plintel.seismic - �s9.39s Ib Wind Exposure C V .= gs Kzt := i.o I .= i.o KZ := 0,94 Kd := o.ss qh := o.00as6•Kz'Kzt'Kd'�'v2'psf q h = ia.��s psf GCp :_ —0,9 GCpi := o.is pwind �— qh'�GCp — GCp�� pwind - -1s.961 psf 25•ft— 7�ft 6.33•� Pwind �- Ipwindl '( Pwind = 4sa.637Ib 2 2 See attached wall design BRAD YOUNG 8�ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27l2013 File Name: 12143.mcd 1320 W.Herndon Ave,Suile 101 Fresno,Callfomla 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT L.o�1 c S� Y N O N o O O CO� °I��n v� aR w{ �,�c,r� � � �°N� �o °e �nmm° � ��n& 6 �Ad '� a �j � d.- c °i c c vi ' a r Y Y x x Y e � 5 > ;,B �"�"�"�"� �"�"�."� �" �"�" �o �� ° o � a, o Ti R ��. �o,' -� o 0 o in �n � �� o � � � °E o000000000o QoGO �� ffi� � � � o � ..; � �� .- � �� _ • � o ��R- � � o i� � �� o�� > � 3 �� • ; � o00 • o00 0 -- �:. a �r �� ° . . . $c g�� , s o��o � � �� #�#��4� ��$� �� m ;�acta �s - y Y Yo ,� � �� E x �n� � ,5 'G � .'poo6 � a 9 O N�O t` + O o �an��'� � ��+ >�� ss ,aE�s ��a�ss a @ ��lN^� ' �wwo EaY �s �a y� f y� :b - iy� � � m�� y � �� a. �0000 ao �0000� o 0 0p g�S� $ �g �� >m 8�. � _` �^n�i�i�i � F'i�i au�i� E �� =8 � -- = K B o S �� 15�i� �� .�� Y o o� a�N��` � � Yt �.^. a �� 8 � E �� e� .-a'? �'? >�" �y � �Q�� Qgo �o m 0 0 0 0 0 0 0 0 o E � r �� 5t 5?�Si � fr�o 5 °�" �� Y � oYaaaY � �o = o 0 U _o N o � �t Q g r�x�sx�t�t � � � 0 2'o Ea�" 8 °o �YS� 8 �5�� o 'p�d, � =a'Y m J � � . 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SEISMICANALYSIS OF GONDOLAAND BACKROOM STORAGE FIXTURES FOR A DOLLAR TREE STORE Yelm,Washinqton Desian Parameters Code = 2009 IBC Wind = N/A(indoor application) Seismic = Site Class D SS= 1,140 IE= 1.5, Ip = 1.5 R=2.0 (Gondolas) R =4.0 (Backroom Shelves) Steel fy (A36) = 36 ksi Typical Bolts =A307 Expansion anchors = 3/8" x 2" minimum embedment Hilti Kwik ; Bolt TZ (ICC ESR-1917) or approved equal ' Concrete f'c =2500 psi (assumed minimum slab strength) Allowable Soil Bearing Pressure = 500 psf Sco e This analysis will justify that according to the applicable building code (2009 IBC section 2208.1 with local amendments where applicable)the interior display Gondolas and backroom storage shelves (light duty product storage racks) meet or exceed the applicable codes structural requirements. The purpose of this approach is to create a uniform racking and anchorage system throughout all Dollar Tree Stores that meets the applicable code requirements regardless of the stores location and its corresponding seismic design parameters within the state. The shelving structural systems are based on the requirements of theASCE 7-05 section 15.5.3 (steel storage racks). The design live load per shelving level is 35 Ibs for interior display Gondolas. The design live load per shelving level is 60 Ibs for the Backroom storage shelves. BRAD YOUNG S ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Herndon Ave,s��iB�o� File Name: 12143-anchorage(new).mcd Fresno,Callfornla 93717 (559)222-9600 (559)222-9633 Fax Engineer: 'TT �\ i � Vertical Loadinq -Interior Displav Gondola Shelves DLshelf �- 5•Ib Dead Load perShelf LLshelf �= 35•Ib Live Load perShelf � Seismic Loadinq Site Class D Fa := 1.044 SS := 1.140 Sms := Fa•SS Sms = 1.19 2 Sds �- 3'Sms Sds = 0,793 ►E .= 1.s R .= 2.0 CS := SdR �E CS = 0.595 Cs.min �- 0.14•Sds Cs.min — 0.111 C overns the desi n I s9 9 Fp is the seismic force per shelf on the storage rack. Fp := CS•�DLshelf+ LLshelf� Fp = 23.8031b BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.HerndonAve,s�iia�o� File Name: 12143-anchorage(new).mcd Fresno,Califomla 93711 (559)222-9600(559)222-9633Fax Engineer: TT 2'1.-, Use 1/2 the space beiween shelves for the center of mass of the shelves and products. Pshelf �— ��shelf+ LLshelf Pshelf = 401b h� := 6+ig •in h� = 15 in 2 h2 := 24+ 16 •in h2 = 32 in 2 h3 := 40+ 16 •in h3 = 48 in � 2 i h4 .= 56+ � •in h4 = 64 in h5 := 72+ � •in ' h5 = 80 in h6 := 88+ � �in h6 = 96 in � Pshelf'h1 C = 0.045 v.1 '— Pshelf'�h� + h2+ h3+ h4 + h5 + hs� v.1 Pshelf'h2 Cv.2 '— Pshelf'�h� + h2 + h3 + h4 + h5 + h6� Cv,2 = 0.096 Pshelf'h3 Cv�3 � Pshelf' h� + h2 + h3 + h4 + h5 + h6� C� 3 = 0.143 C Pshelf'h4 C = 0.191 v.4 '— Pshelf' h� + h2 + h3+ h4+ h5 + h6 v.4 Pshelf'h5 Cv.S '— Pshelf'�h� + h2+ h3 + h4+ h5+ h6� Cv.5 = 0.239 Pshelf'h6 Cv.6 '— Pshelf'�h� + h2 + h3+ h4 + h5+ h6� Cv.6 = 0.287 BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date; 2/27I2073 t3zo W.rierndon Ave,Sulte to� File Name: 12143-anchorage(new).mcd Fresno,California 93711 (559)222-9600(559)222-9633Fax Engineer: TT '1.. 3 SINGLE SIDED GONDOLA TYPE A STORAGE FIXTURE Static Overturninq The Shelving Unit has a total of 6 shelves Pvert :_ �DLshelf+ LLshelf�'6 Pvert = 2401b � I � Depthsheif �= 16�in Depthshelf OTMstatic �- Pvert' 2 OTMstatic = 1920 in�Ib Lateral Overturninq OTMseismic �- ; Element h (in) H (in) ! Cv i Fp(Ib) I! O�rtuming (in-Ib) ' 1st Shelf 15 ! 15 ; 0.045 ! 23.8032 ': 80.3358 2nd Shelf 17 32 ' 0.096 ; 23.8032 I 365.617152 3rd Shelf 16 48 '! 0.143 ! 23.8032 ! 816.925824: 4th Shelf 16 ' 64 ; 0.191 ' 23.8032 j 1454.851584' ; 5th Shelf 16 80 � 0.239 ; 23.8032 , 2275.58592; � 6th Shelf; 16 96 ' 0.287 ; 23.8032 3279.128832�; i Sum Fp=j ! 119.016 iSum O�rturning =� 8272.4j ; ; Fp ! OTMseismic �- OTMseismic'Ib•in OTMseismic - 82�2•445in•Ib i ; OTMtotal �= OTMstatic+ OTMseismic OTMtotal = 10192.445in•Ib OTMtop:shelf�=- Fp•96�in OTMtop.shelf - 22g5.107in•Ib Transverse Loadinq Each shelving rack has 6 shelves Fp.trans �- �s'��shelf+ LLshelf�'6 Fp.trans ° 142.8191b BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27l2013 1320 W.HemdonAve,s�nB�o� - . File Name: 12143-anchorage(new).mcd Fresno,Callfornla 93711 (559)222-�00(559)222-9633 Fa% Engineer: TT F(..� Column Desiqn Ae� := 0.7501•in2 K := 2.1 SX := 0.418•in3 L := 88•in IX := 0.5743•in4 rX := 0.875•in Fy := 36�ksi E .= 29500�ksi S2� := 1.92 � 1.67 f �- Axial Loading 2 Fe :_ � E 2 Fe = 6.527 ksi K•L rX Fy = 18 ksi Fe � FY 2 2 Fn := Fe Fn = 6.527 ksi Pn := Aeff•Fn Pn = 4896.1321b Pn Pa ' Pa = 2550.0691b �c Pvert = 2401b i I Pvert � P = 0.094 < 1.0 OK a BRAD YOUNG 8�ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W,Herndon Ave,su�ca tot File Name: 12143-anchorage(new).mcd Fresno,Calitomia 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT '� � Fiexural Loading Mtotal �- �0.67•OTMtotal� Mtotal - 6828.938in•Ib Myield �- Sx'Fy Myield = 15048 in•Ib M Myield M 9010.778 in•Ib allow �- �f allow - Unity Check Pvert + Mtotal _ 0.852 < 1.0 OK Pa Mallow ; i � � i i BRAD YOUNG 8�ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 132o W,Hemdon Ave,sune�o� File Name: 12143-anchorage(new).mcd Fresno,CalitorMa 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT 1 c� Arm Analvsis Arm Properties �arm �= 16•in Fy := 36•ksi Aarm �= 0.090•in2 d .= 2.875•in Arm Loading Marm �— ��shelf+ LLshelf�' L 2m Marm = 320in�lb Tcapacity �- 0.6•Fy•Aarm Tcapacity — 19441b Mcapacity �- Tcapacity'd Mcapacity = 5589in•Ib Marm = 0.057 < 1.0 OK Mcapacity ; Sheararm �- ��shelf+ LLshelf� Sheararm = 401b � Shearcapacity �= 0.4•Fy•Aarm Shearcapacity = 12961b Sheararm = 0.031 < 1.0 OK Shearcapacity BRAD YOUNG 8�ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Hemdon Ava,Sulte 101 File Name: 12143-anchorage(new).mcd Fresno,Callfomia 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT �j ai�- Base BracketAnalvsis Properties Fy := 36•ksi SX := 0.863•in3 Bracket Loading i Mtotal �= 0.67•OTMtota) M - 6828.938in�lb total - f MS tal fb = 7913.022 psi b •- X Fb := 0.6•Fy Fb = 21600 psi fb — = 0.366 < 1.00K Fb BRAD YOUNG 8�ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Hemdon Ave,su¢e�o� File Name: 12143-anchorage(new).mcd Fresno,California 93711 (559)222-9600 (559)222•9633 Fax Engineer: TT .� (,� Overturninq Analvsis of Wall Units Depthshelf = 16 in N :_ 2 N umber of Anchors per shelf bay Fp = 23.8031b Condition A -All shelves loaded to 67% Fp.total �— Fp'S Fp.total = 119.0161b i OTMseismic - 82�2•445 in�Ib moment per bay Depthshelf Mresist �— 0.67�Pvert' 2 moment per bay Mresist = 107.2ft•Ib Uplift ;_ �0.67•OTMseismic� —�Mresist� Uplift = 266.0091b Depthshelf Loads on anchors: T ;_ Uplift � N Tension Force T� = 133.0041b Fp.total V� := N Shear Force V� = 59,5081b i See anchorage analysis below � � I i BRAD YOUNG &ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date; 2/27I2013 1320 W.Hemdon Ave,s�i�e io� File Name: 12143-anchorage(new).mcd Fresno,Calitornla 93717 (559)222-9600 (559)222-9833 Fax Engineer: TT �1-�1 Condition B -Top shelf Fuliv loaded Fp.total �— Fp Fp.total - 23.8031b OTMtop.shelf — 22g5.107in•Ib Depthshelf Mresist �- ��shelf+ LLshelf�' 2 Mresist - 26.667ft•Ib Uplift ;_ �OTMtop.shelf� —�Mresist� Uplift = 122.8191b Depthshelf Loads on anchors: TZ :_ �N�ft Tension Force T2 = 61.41 Ib Fp.total V2 := N Shear Force V2 = 11.9021b See anchorage analysis below BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Herndon Ave,suiie�o� File Name: 12143-anchorage(new).mcd Fresno,CaUtornla 93711 (559)222-9600 (559)222-9633Fa�c Engineer: TT .7� SlabAnalvsis -sinqle sided gondola (Puncture) check concrete strength perACl 11.12.2.1 Width�eg := 1.0•in Base leg dimensions-per 1/SA2.1 Depth�eg := 1.O�in tslab �= 4�in slab thickness f� := 2500•psi � := 0.65 j t bo := Width1eg + �lab + Depth�e + slab bo = O.Sft 2 g 2 Width�eg R � Depth�eg p = 1 as := 40 interior column Vn.1 �= 2 +R • fc'psi'bo'tslab eq 11-33 Vn.1 = 72001b V as'tslab +2 • f • si•�b � eq 11-34 V 344001b n.2 �- b c p o'�Slab n.2 - 0 Vn 3 :_ (4�• f��psi��bo'tslab� eq 11-35 Vn 3 = 48001b governs ', Vn .= Vn.3 Pvert - 2401b I I OTMtotal - 10192.4451b�in Depthshelf - 1.333 ft OTMtotal Pmoment �- Depth P 637.0281b shelf moment - Ptotal �- 1�7Pvert+ 1.OPmoment Ptotal - 1045.0281b Ptotal _ 0.335 < 1.0 Puncture OK ��un BRAD YOUNG 8�ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.HemdonAve,s„�ia�o� File Name: 12143-anchorage(new).mcd Fresno,Californfa 93711 (559)222-9600(559)222-9633 Fax Englnee�: � 3� Slab Tension Widthanchor �= 1.4375•in Anchor Bracket dimensions-per 5/SA2.1 Depthanchor �= 1.0625•in pallow �= 500•psf Ptotal Areabearing '- qallow Areabearing - 2•�9ft2 �bearing �- Areabearing �bearing = 17.348 in B := Widthanchor'Depthanchor+�Slab g = 5.236 in � ;_ �bear2 g - B I = 6.056in 2 Mconc �_ `aallow'1•in�•I Mconc - 63.678 in�Ib 2 2 tslab '1•in Sconc �- 6 Sconc - 2•667 in3 fconc �- 5•�• f�•psi fconc - 23400 Ib ft fb �- Mconc fb = 63.678in•Ib ; Fb �- Sconc'fconc Fb = 433.333in�lb fb — = 0.147 < 1.00K Fb BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2l27/2013 1320 W.HerndonAve,sui�e�o� � File Name: 12143-anchorage(new),mcd Fresno,Callfomla 93711 (559)222-9600(559)222-9s33 Fax Englneer: Tf 32 DOUBLE SIDED GONDOLATYPE B STORAGE FIXTURE Pshelf �- ��shelf+ LLshelf Pshelf = 40 Ib Use 1/2 the space beiween shelves for the center of mass of the shelves and products. h� := 6+ � •in h� = 15in h2 := 24+ � •in h2 = 32 in h3 := 40+ 2 •in h3 = 48 in h4 ;= 56+ � •in h4 = 64 in h5 := 72+� •in h5 = 80 in Pshelf'h1 � CV�� , Pshelf'�h� + h2 + h3 + h4 + h5� C� � = 0.063 Pshelf'h2 Cv�2 • Pshelf'�h� + h2+ h3 + h4 + h5� C� 2 = 0,134 Pshelf'h3 Cv�3 . Pshelf'�h� + h2 + h3 + h4 + h5� C� 3 = 0.201 Pshelf'h4 �v.4 '— Pshelf' h� + h2+ h3+ h4 + h5 Cv.4 = 0,268 Pshelf'h5 Cv�S . Pshelf'�h� + h2 + h3 + h4 + h5� Cv.5 - �•335 BRAD YOUNG &ASSOCIATES Gopyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Hemdon Ave,Sulte 101 F11e Name; 12143-anchorage(new).mcd Fresno,CallforNa 93711 (559)222-9600 (559)222-9633 Fax Engineer: � 3 � Double sided storage racks can be loaded on both sides (Double) or loaded on one side only (Single). Overturning calculations have been made for both conditions. Static Overturnina The Shelving Unit has a total of 4 shelves. Use one side fully loaded for static overturning. Pvert �- ��shelf+ LLshelf�'4 PVe� = 1601b Depthshelf �= 16•in Depthshelf OTMstatic �- Pvert' 2 OTMstatic - 1280 in•Ib Lateral Overturnina -one side fullv loaded OTMsingle '— , Element h in '� H in ': Cv F Ib I Overturnin in-Ib ' � ) , � ) p � ) 9�� ) ; 1 st Shelf 15 � 15 ; 0,063 : 23.8032 ; 89,976096( 2nd Shelf 17 ; 32 j 0.134 : 23.8032 ,'� 408.2724864; , 3rd Shelf 16 ; 48 ; �.201 ; 23.8032 ' 918,6130944; 4th Shelf 16 ; 64 ; 0.268 � 23.8032 ; 1633.089946! 5th Shelf; 16 ; 80 ; 0.335 i 23.8032 � 2551.70304! , Sum Fp=i 95.2128 �Sum Owrturning=! 5601.7i Fp OTMsingle �= OTMsingle'�b•in OTMsingle = 5601.655 in•Ib OTMdouble �= OTMsingle'2 OTMdouble = 11203.309in�lb Combine OTMs;n9ie with OTMStatic condition for total single sided seismic loading OTMsingle.total �= OTMsingle+ OTMstatic OTM • 6881.655 in•Ib smgle.total — i I Top Shelf Loaded Onlv Conditions i OTMtop.single �- Fp•80•in OTMtop.single = 19a4.256in•Ib OTMtop.double �= OTMtop.single'2 OTMtop.double = 3808.512in•Ib BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2127/2013 7320 W.Hemdon Ave,suiia tot File Name: 12143-anchorage(new).mcd Fresno,California 93711 (559)222-9600 (559)222-9633Fax Engineer: TT 3'� Column Desiqn Aeff := 0.7501 �in2 K := 2.1 SX := 0.418•in3 L := 88•in IX := 0.5743•in4 rX := 0.875•in Fy := 36•ksi E := 29500•ksi SZ� := 1.92 S2 f := 1.67 Axial Loading �r2•E Fe �- 2 Fe = 6.527 ksi K�L rX i F � = 18 ksi Fe � y 2 Fn �— Fe Fn = 6.527 ksi Pn �- Aeff'Fn Pn = 4896.1321b Pn Pa :_ — St� Pa = 2550.0691b Psingle �— Pvert Psingle = 1601b Pdouble �- 0•67'Psingle'2 Pdouble — 214.41b Pdouble = 0.084 < 1.0 OK Pa BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W,HemdonAve,s��o� Flle Name: 12143-anchorage(new).mcd Fresno,Californla 93711 (559)222-9600(559)222-9633 Fax Engineer: Tl' � � Flexural Loading Mmax �= 0.67•OTMdouble Mmax - �506.217 in�(b Myield �= Sx'FY Myield = 1254 ft�Ib M Myield M - 9010.778in•Ib allow �- �f allow - Unifiy Check for double sided loading Pdouble + Mmax = 0.917 < 1.0 OK Pa Mallow Unity Check for Single Sided Loading Mmax �= OTMsingle.total Mmax = 6881.655 in•Ib Myield �- Sx'Fy Myield = 1254ft•Ib M Myield M 750.898 ft�Ib allow �- �f allow - PsiPngle + M max _ 0.826 < 1.0 OK a allow i , I i BRAD YOUNG 8�ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2127/2013 1320 W.HerndonAve,suue�oi File Name: 12143-anchorage(new).mcd Fresno,Callfomla 93711 (559)222-9600(559)222-9633Fex Engineer: TT �� Arm Analvsis Arm Properties Spanarm �= 16•in Fy := 36•ksi '°`arm �= 0.090•in2 d := 2.875•in Arm Loading Spanarm Marm = 320in•Ib Marm �- ��shelf+ LLshelf�' 2 Tcapacity �— 0.6•Fy•Aarm Tcapacity = 19441b Mcapacity �- Tcapacity'd Mcapacity - 5589 in•Ib Marm = 0.057 < 1.0 OK Mcapacity Sheararm �- ��shelf+ LLshelf� Sheararm = 40 Ib Shearcapacity �- 0.4�Fy�Aarm Shearcapacity = 12961b Sheararm = 0.031 < 1.00K Shearcapacity BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Pr(nt Date: 2/27/2013 1320 W,HerndonAve,s��ia�o� File Name: 12143-anchorage(new).mcd Fresno,Califomla 93711 (559)222-9600 (559)222-9633 Fex Engfneer: TT ��=k Base BracketAnalvsis Properties Fy := 36•ksi SX ,= p,g�3•in3 Bracket Loading ; Mtotal �= OTMdouble Mtotal = 11203.309in•Ib Mtotal fb �- S fb = 12981.818 psi x Fb := 0.6•Fy Fb = 21600 psi fb F = 0.601 < 1.00K b BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Herndan Ave,s�i�a�o� File Name: 12143-anchorage(new).mcd Fresno,Calitomia 93711 (559)222-9600 (559)222-9633 Fex Engineer: TT �� Overturninq Analvsis of Wall Units -Sinqle Side Loaded �shelf �= 16•in Depth of Shelf �anchor �— 28'�n Distance to Anchor N := 2 Number of Anchors per shelf bay Fp = 23.8031b Fp.total �= Fp'4 Fp.total = 95.2131b ', ; OTMsingle = 5601.655 in•Ib �shelf M = 106.667ft•Ib Mresist �- Pvert' 2 resist U lift :— �OTMsingle� — �Mresist� p Uplift = 154.3451b �anchor Loads on Anchor: Uplift Tension Force T3 = 77.1721b I T3 := N ' ' total ;' V3 :_ �p� Shear Force V3 = 47.6061b N � See anchorage analysis below ; BRAD YOUNG �ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2l27/2013 132�W.Harndon Ave,s�ua to� File Name: 12143-anchorage(new).mcd Fresno,Califomia 93711 (558)222-9600(559)222-9633 Fax Engineer: TT ,J (� Overturninq Analvsis of Wall Units -Double Side Loaded �shelf �— 16•in Depth of Shelf �anchor �- 28'�n Distance to anchor N :_ 2 Number of Anchors per two shelf bay Fp = 23,803 Ib Lateral Force per shelf Fp.total �— Fp'4'2 Fp.totai = 190.4261b OTMdouble = 11203.309 in•Ib �shelf �shelf Mresist �- Pvert' 2 + Pvert' 2 +20•in M - 5760in•Ib resist �0.67�OTMdouble� — �0.67�Mresist� Uplift := Uplift = 130.251 Ib �anchor T �N�ft Tension Force T4 = 65.1251b p 4 �- U4 :_ �p�N ta� Shear Force V4 = 95.213 Ib See anchorage analysis below BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Hemdon Ave,s�iia�a� File Name: 12143-anchorage(new).mcd Fresno,Callfomla 93711 (559)222-9600(559)222-9633 Fax Engineer: Tf y� Overturninq Analvsis of Wall Units -Sinqle Side Top Sheif Oniv Loaded �shelf �= 16•in Depth of Shelf �anchor �— 28'�n Distance to Anchor N := 2 Number ofAnchors per Fp = 23.8031b shelf bay Fp.total �- Fp Fp.total = 23.8031b OTMtop.single = 1904.256in•Ib �shelf M - 26.667ft•Ib Mresist �- ��shelf+ LLshelf�' 2 resist U lift :— �OTMtop.single� — �Mresist� p — Uplift = 56.581 Ib �anchor Loads on Anchor: T �N�ft Tension Force T5 = 28.291b 5 - p V := p' total Shear Force V5 = 11.9021b 5 N See anchorage analysis below � i, BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: Z/27/2013 1320 W,Hemdon Ave,swia�o� File Name: 12143-anchorage(new),mcd Fresno,Callfomla 93711 j (559)222-9600(559)222-9633 Fax En9lneer:_ .R � Wl Overturnina Analvsis of Wall Units -Double Side Loaded Top Shelf Oniv Loaded �shelf �= 16•in Depth of Shelf �anchor �- 28'�n Distance to Anchor N ;- 2 NumberofAnchors per � finro shelf bay � Fp = 23.803 Ib Lateral Force per shelf Fp.total �- Fp'2 = 47.6061b Fp.total OTMtop.double = 3808.512in•Ib M :_ �DL + LL l �shelf + �shelf +20•in resist shelf shelf�' 2 2 M = 1440 in�Ib resist �0.67�OTMtop.double� -�0.67•Mresist� Uplift :_ Uplift = 56.6751b �anchor � , Loads on Anchor: � U lift Tg �= N Tension Force T6 = 28.3381b V6 :_ Fp.total Shear Force V6 = 23.8031b N See anchorage analysis below BRAD YOUNG 8�ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.HerndonAve,suua to� File Name: 12143-anchorage(new).mcd Fresno,Callfomla 93711 (559)222-9600(559)222-9633 Fau . Englneer:_... � 1 1/ Slab Analvsis -double sided aondola (Puncture) check concrete strength perACl 11.12.2.1 Width�eg := 1.0•in Base leg�dimensions -per 1/SA2.1 Depth1eg := 1.0•in fslab �— 4•in slab thickness ' f� := 2500•psi � � := 0.65 t bo := Width1eg + ��b + Depth1eg+ slab bo - O.Sft 2 Width�eg R � Depth�eg R = 1 aS := 40 interior column Vn.1 �= 2 +� • f�•psi•bo'tslab eq 11-33 Vn.1 = 72001b Vn 2 �- asbslab +2 , f�•psi•�bo•�lab� eq 11-34 Vn 2 = 344001b 0 Vn.3 �- �4�' fc'psi'�bo'tslab� eq 11-35 Vn.3 = 48001b governs vn �- Vn.3 I Pvert = 1601b i OTMdouble = 933.609ft•Ib '� �anchor = 2•333 ft OTMdouble Pmoment �- p P — 400.1181b anchor moment — Ptotal �- 1•7Pvert+ 1.OPmoment Ptotal — 672.1181b Ptotal = 0.215 < 1.0 Puncture OK �•Un BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 132o W.Herndon Ave,s�ica to� File Name: 12143-anchorage(new).mcd Fresno,Calilomla 93711 (559)222-9600 (559)222-9633 Fax EI191118@C: � �'�7 Slab Tension Widthanchor �- 1.4375•in Anchor Bracket dimensions-per 5/SA2.1 Depthanchor �- 1.0625•in aallow = 500 psf � Area g := Ptotal bearin qa��oW Areabearing = 1.344ft2 �bearing �= Areabearing �bearing = 13.913 in B := Widthanchor'Depthanchor+tslab B = 5.236 in � :_ �bearing— B 2 I = 4.339 in M _ �aallow'1•in�•I 2 , conc � 2 Mconc = 32.679 in�Ib 2 tslab �1•in Sconc �— 6 Sconc = 2.667 in3 fconc �= 5•�• f�•psi fconc = 23400 Ib ft fb �— Mconc fb = 32,679in•Ib Fb �— Sconc'fconc Fb = 433.333 in•Ib fb F = 0.075 < 1.O OK b BRAD YOUNG &ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Herndon Ava,suita to� File Name: 12143-anchorage(new).mcd Fresno,Celitornia 93711 (559)222-9800(559)222-9633 Fax Engineer: Tf �� BACKROOM STORAGE FIXTURE DLshelf �- 5�Ib Dead Load per Shelf LLshelf �= 60•Ib Live Load perShelf SdS = 0.793 IE = 1.5 i R := 4.0 Use R =4.0 for backroom shelves Sds'�E �s �- R CS = 0.298 Fp := CS��DLshelf+ LLshelf� Fp = 19.341b Pshelf �— ��shelf+ LLshelf Pshelf - 65 Ib Use 1/2 the space between shelves forthe center of mass of the shelves and products. h� := 18 +� •in h� = 30in h2 := 42 +24 �in h2 = 54 in � ! h3 := 66+� •in h3 = 78 in : � h4 := 90+� �in h4 = 102 in Pshelf'h1 Cv.1 �- C� � = 0.114 Pshelf'�h1 + h2 + h3 + h4 Pshelf'h2 Cv.2 �— Cv.2 = 0.205 Pshelf' h� + h2 + h3 + h4� Pshelf'h3 Cv,3 �— Cv.3 = 0.295 Pshelf' h� + h2 + h3 + h4� Pshelf'h4 Cv.4 �- Cv.4 = 0.386 Pshelf'�h1 + h2 + h3 + h4� BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.HarndonAve,s��ia�ot File Name: 12143-anchorage(new).mcd Fresno,Calf(omla 93711 (559)222-9800(559)222-9633 Fax Engineer: TT W5 Static Overturninq The Shelving Unit has a total of 4 shelves Pvert �- ��shelf+ LLshelf�'4 Pvert - 2601b Depthshelf �= 24•in Lateral Overtu rn ina OTMSeISmIC '— ; Element h in ; H in Cv i F Ib ? O�rturnin in-Ib ( ) ( ) ' p( ) : 9 �� ) i 1st Shelf 30 ; 30 � 0.114 ; 19.3401 � 264.572568! 2nd Shelf 24 ; 54 � 0.205 ; 19.3401 ' 856.379628j 3rd Shelf 24 i 78 '� 0.295 ; 19.3401 ' 1780.062804� 4th Shelf 24 i 102 ; 0.386 ; 19.3401 ; 3045.833669) Sum Fp=i ; 77.3604 ;Sum O�rturning =j 5946.8j Fp OTMseismic �= OTMseismic'Ib•in OTMseismic — 5946.849in•Ib OTMtotal �= OTMseismic OTM 5946.849in�lb total - OTMtop.shelf �— Fp•102•in OTM 1972,69 in•Ib top.shelf — i Transverse Loadinq Each shelving rack has 4 shelves Fp.trans �— �s'��shelf+ LLshelf�'4 Fp.trans — ��•361b BRAD YOUNG 8�ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 132D W.Hemdon Ave,s�ua toa File Name: 12143-anchorage(new),mcd Frasno,Californfa 937t 1 (559)222-9600 (559)222-9633 Fax Englneer: Tf "�1 l� Column Desiqn Aeff := 0.219•in2 K := 2.1 SX := 0.064•in3 L := 96•in � IX := 0.055•in4 rX := 0.510•in ly := OA245•in4 ry := 0.34�in Fy := 36•ksi E := 29500•ksi S2� := 1.67 SZf := 1.67 Axial Loading F = �2 E Fe = 1.863 ksi e K � 2 rX � �y = 18 ksi Fe < Fy 2 2 Fn := Fe Fn = 1.863 ksi I Pn �- Aeff'Fn Pn = 408.061 Ib Pn Pa ' Pa = 244.3481b �c Pvert = 2601b 0.67�Pvert P�o� '— 4 Pcol = 43.SS Ib Pcol _ 0.178 < 1_0 OK Pa BRAD YOUNG 8�ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Hemdon Ave,s��a�o� File Name: 12143-anchorage(new).mcd Fresno,Callfornia 93711 (559)222-9600(559)222-9633 Fax Engineer: TT f^I '� 1 ' Flexural Loading 0.67�OTMtotal Mtotal �- 4 Mtotal - 996.097in•Ib Myield �- Sx'Fy Myield = 2304in•Ib M ._ Myield M 1379.641 in•Ib allow •- � allow - Unity Check Pol + M total = 0.9 < 1.0 OK a allow i BRAD YOUNG &ASSOCIATES Copyright 2012 Brad Young&Associaies STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Herndon Ave,s��a�oa File Name; 12143-anchorage(new).mcd Fresno,Califorr�a 93711 (559)222-9600(559)222-9833 Fax Engineer: Tf �C� Overturnina Analvsis of Storeroom Shelvina Units There are two anchors located front and back of each shelf to resist overturning and shear forces Depthshelf — 24 in I d := 18�in Resisting Arm Length N . 2 Number of Anchors Fp = 19.341b Condition A -All shelves loaded Fp.total �= Fp•4 Fp.total = 77.361b OTMseismic = 495.571 ft•Ib moment per shelf Depthshelf Mresist �— Pvert' 2 moment per shelf Mresist - 260ft�1b �0.67•OTMseismic� —�0.67•Mresist� Uplift := d Uplift = lOS.2221b Loads on Anchor: T �Nift Tension Force T7 = 52.611 Ib ' 7 •- p V7 :_ Fp.N tal Shear Force V7 = 38.681b See anchorage analysis below BRAD YOUNG &ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Pr(nt Date; 2/27/2013 1320 W.HerndonAve,suua�ot File Name: 12143-anchorage(new).mcd Fresno,Celifornla 93711 (559)222-9600(559)222-9633 Fax Engineer: l"T � �1 Condition B -Toa shelf Fullv loaded Fp.total �- Fp Fp.total = 19.341b OTMtop.shelf = 1972.69in•Ib Depthshelf Mresist �- ��shelf+ LLshelf�' 2 Mresist = 65ft•Ib Uplift ;_ �OTMtop.shelf� —�Mresist� Uplift = 66.261 Ib d � Loads on Anchor: T �N�ft Tension Force T8 = 33.131b g ._ p U$ ;_ Fp.N tal Shear Force V$ = 9.671b See anchorage analysis below � BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2127l2013 1320 W.Hemdon Ave,suue�o� File Name: 12143-anchorage(new).mcd Fresra,Callfomla 93711 (559)222-9600 (559)222-9633Fax Engineer: TT �?� Hold Down Strap Analvsis Attach Hold Down strap to Cube Space Stretcher using#12 TEK Screw Properties -Hoid Down Strap Fy := 36•ksi SX := 0.863�in3 AW :_ .1495�in2 Area for Shear Ag := 0.07475�in2 Area for Tension C� .= 1.0 Vn := 0.6�Fy•AW•C� Vn = 3229.21b Pn := Fy•Ag Pn = 2691 Ib SZ� := 1.5 SZt ;= 1.67 Vn Vallow �— �v Vallow = 2152.81b Pn Pallow �- � Paliow = 1611.3771b t BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young &Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 t320 W.HerndonAve,suua�o� File Name: 12143-anchorage(new).mcd Fresno,Californla 93711 �ses�zzz-ssoo�sss�2zz�ssaa Fex Engineer: TT �' � Strap Loading -Shear Fp.total �- Fp'4 Fp,total - ��•361b Fp.total � ustrap �- 4 Vstrap = 19.341b Vstrap = O.Q09 < 1.0 OK Vallow Strap Loading -Tension Tstrap �- T7 Tstrap = 52•611 Ib Tstrap _ 0.033 < 1.0 OK Paliow Teka��oW := 569•Ib Ustrap _ p,034 < 1.0 OK Tekallow I i BRAD YOUNG $ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.HerndonAve,s�,ue�o� File Name: 12143-anchorage(new).mcd Fresno,Califomie 93711 (559)222-9600(559)222-9C�33 Fa�c . Englnee�: � 5 �r SlabAnalvsis -(Puncture) check concrete strength perACl 11.12.2.1 Width�eg ;= 1.5•in Upright leg dimensions-per 171SA2.1 Depth�eg := 0.656•in � tslab �— 4'�n slab thickness f� := 250U•psi � :_ �.65 bo := Width1eg + ts�b + Depth1eg + tslab bo = 0.513ft 2 Widthleg p � Depth�eg � = 2.287 aS := 40 interior column Vn.� := 2+� • f�•psi•bo'�Slab eq 11-33 Vn � = 4616.1791b V as'tslab +2 � f • si•�b t � e 11-34 V 34462.41b n.2 '— b c p o' slab p n.2 - 0 Un.3 �— �4�' fc'pSi'�bo'tslab� eq 11-35 Vn.3 = 4924.81b Vn := min�Vn � ,Vn.2>Un.3� Vn = 4616.1791b Pvert = 2601b OTMtotal = 495.571ft•Ib Depthshelf = 2 ft OTMtotal Pmoment �— Depth Pmoment - 247.7851b shelf Ptotal �- 1��Pvert+ 1.OPmoment Ptotal = 689.785 Ib � Ptotal = 0.23 < 1.0 Puncture OK I �.Vn � � BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Harndon Ave,s��e�o� File Name: 12143-anchorage(new).mcd Fresno,CallforNa 93711 (559)222-9600 (659)222-9633 Fex Engineer: TT � � Slab Tension Widthanchor �– 1.25•in Hold Down Strap dimensions- per 19/SA2.1 Depthanchor �– 0.5625�in pallow = 500 psf Ptotal Areabearing '– qallow Areabearing – 1.38ft2 �bearing �– Areabearing �bearing - 14.095 in B := Widthanchor'Depthanchor+tslab B = 4.839 in � :_ �bearing– B I = 4.628 in 2 , �pallow'1•in�.12 Mconc •– 2 Mconc = 37.185in•Ib 2 tslab '1•in 3 Sconc �- 6 Sconc – 2.667 in fconc �– 5•�• f�•psi fconc - 23400 Ib ft fb �- Mconc fb = 37.185 in•Ib Fb �- Sconc'fconc Fb = 433.333 in•Ib fb — = 0.086 < 1.0 OK Fb BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.HemOon Ave,swie�o� File Name: 12143-anchorage(new).mcd Fresno,Callfornia 93711 (559J 222-9600(559)222-9633 Fax Engineer. TT .�� All anchors used for the gondolas and backroom storage fixtures will use 3/8" dia x 2" effective embedment Hilti Kwik BoItTZ (ICC ESR-1917). Analyze the worst case anchor bolt for tension and shear using the Hitli PROFIS Anchor program, Tapplied �= max�T� ,T2,T3 ,T4,T5,T6,T7,T8� Vapplied �= max�V� ,V2,V3,V4,V5,V6,V�,V8� Applied loads: Tapplied = 133.0041b Vapplied = 95,2131b See attached ! i I i BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2127l2013 1320 W.Hemdon Ave,s��a�ot File Name: 12143-anchorage(new).mcd Fresno,CalJornia 93711 (559)222-9600 (559)222-9633 Fax Engineer: Tl" SS a ri � � �Y Y Y C O O Q E 4�-- �>� L �c' ° z a �$ry� r = n �, A z ,�� . z'•- 8 � . v .se „ G " uE�;; ° ^a�,� � � � �3 T �1 �' a a° ° � � aq Q ' �%x Z� � � � � � _ � � � g� � � �s�= a' eg` m go � � � �� °o G z� „3� � z� �'{ d . 3 � 9� , w° � `o � g$ � W� � � i� � �S � �� s $ E — � E � 2U8� � y` ��" �v� � � ° @�� y� .4 9 �',��,' t '° `E'U �° �n � Y� i c y yy� a � � GS�'� ai'�C.S.� 9 � � 0 �� I a W a� F 8 b 8 8=� ° � m �rn �C' g �` gq I g�a� A V1 { � � n V �� . 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C� g{��ms�8 �8�'�-�' �g t,�j �98D5c°�� °n�E�o D- O ._N^-03� m S��o . �3 ° ��s°�'��Q g� � �� P W� x 1 8��' g��AO �� a��g� ""5ffia ` � 5��ti�� e��3 a3 �4 E � � �`r��s° _�� $" !2 ��§g�� °� �� q�� . ��o n�==� �� ;__ �'m�m E `=a�'��- 5 E��e � � � � E d��8s°��BAA i��b'� �� c4�dn�w�' co . . a ai � `o '� 000'z ooa•z ` E 000'Z 000'E iC �>" C � � � a �� Y3 . � I N - � , F 17 N A I �g�� ? y.5 E�� 8 �°d�y�� °o $ m�� g�� n a $� q�y- aaina �Xr�$ �A��E� � ��__�.� � „ � � 8 �g € � �� ^ ��6 u � o o $: � . �y3 4 d � � bg5 8q �� u �N J a xc - e��' �d � o�s$� T �� g �� ` � �.��`# �"�� $ � �tgm�`aw � ��=a�� U �' g� :>�1 SEISMIC ANALYSIS OF FREEZER/COOLER ANCHORAGE Yelm,Washinaton Desipn Parameters Code =2009 IBC Wind = N/A(indoor application) Seismic = Site Class D SS= 1.140 Ip = 1.0 Rp=2,5, ap = 1.0 Steel fy(A36) =36 ksi i Typical Bolts =A307 Epoxy anchors = 3/8"� anchor bolt with 2 3/4" min. embedment EpoxyAnchors (ICC ESR-2322) or approved equal Concrete f'c =2500 psi (assumed minimum slab strength) Allowable Soil Bearing Pressure = 500 psf Scoae This analysis will justify that the anchorage of the Walk-in Freezer/Cooler unit and/or the Reach-In Freezer/Cooler unit is adequate to resist the expected seismic forces for overturning and sliding. The purpose of this approach is to create a uniform racking and anchorage system throughout all Dollar Tree Stores that meets the applicable code requirements regardless of the stores location and its corresponding seismic design parameters within the state. The design of the Freezer/Cooler units is by others. BRAD YOUNG �ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Pr1nt Date: 2/27/2013 1320 W.HamdonAve.,s�ue�o� File Name: 12143-FreezerCooler(new).mcd Fresno,Callfornla 93711 (559)222-9600(559)222-9633 Fax Engineer: � 6 r� Walk-In Freezer/Cooler Seismic Overturninq/Slidinq Forces on the Walk-In Freezer/Cooler Unit Based on the 2009 IBC & Proiect Specifications The Freezer/Cooler unit is an interior component and will not be experience any wind loading. Seismic Forces forthe Freezer/Cooler unit attachment will be perASCE 7-05 Eq. 13.3-1. Seismic Loadinp Site Class D SS := 1.140 Fa := 1.044 2 Sds :- 3�Fa•SS Sds = 0.793 Spectral Response Acceleration, Short Period Ip := 1.0 Importance Factor ap := 2,5 Storage Cabinet per Table 13.5-1 Rp := 2.5 Storage Cabinet perTable 13.5-1 z := O�ft Height of Attachment H := 20•ft Height of Roof Component Weights W� := 3824•Ib Unit Weight per Manufacturer W2 := 90•Ib Condenser 1 W3 := 275•Ib Condenser 2 Wp := W� +W2 +W3 Freezer/Cooler Unit Weight Wp = 41891b ' BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Herndon Ave.,suice io� File Name; 12143-FreezerCooler(new).mcd Fresno,Califomia 93711 (559)222-9600 (559)222-9633 Fax Engineer: Tf O ' I 0.4•a •Sds•I W Fp.� := p R p p•�1 +2•H1 ASCE 7-05 EQ. 13.3-1 p J Fp � = 13291b � governs Fp.max �= 1.6•Sds•Ip•Wp Fp.max � 5317.952 Ib Fp.min := 0.3•Sds�lp•Wp Fp.min = 997.1161b ; Fp �- Fp.1 Fp = 1329.488Ib Project required seismic load Freezer/Cooler Unit Dimensions h := 96•in Unit Height d := 94.125•in Unit Width I := 180•in Unit Length Overturninq Forces: Load Combination: 0.6D+0.7E Seismic force are assumed to conservatively act at the center of mass of the freezer/cooler unit which is taken as 2/3 h. OTM := 0.7•Fp•3•h OTM = 4963.422 ft•Ib RM :_ �0.6— 0.14•Sds)•Wp•��d RM = 8032.311 ft•Ib Resisting moment RM _ 1,618 > 1.0 OTM Anchors not required to resist overturning BRAD YOUNG 8�ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Herndon Ave.,s�na io� File Name; 12143-FreezerCooler(new).mcd Fresno,Calitomla 93711 I (559)222-9600 (559)222-9633 fax Engineer: TT ! r��_ Overturninq Analvsis -Anchor Desiqn There will be a minimum of(3) clips, each with 2 anchors, to resist the overturning forces. d = 94.125 in N :— 6 Number ofAnchors per Unit Fp = 1329.4881b OTM = 4963.422 Ib•ft RM = 8032.311ft•Ib RM = 8032.311ft•Ib Uplift :- �OTM)� (RM) Uplift = —391.253 Ib Uplift Tanchor.Wl �— N Tension Force Tanchor.Wl = -65.2091b Slidins� Forces: To resist the seismic sliding forces there will be 6 brackets each with two 3/8" dia anchors. There will be 2 brackets at the exterior walls and at each corner of the freezer/cooler unit. The anchors will be epoxied to the existing floor using Hilti RE 500-SD epoxy (ICC ESR-2322) Fp = 1329.4881b Seismic Load for Unit n := 12 Number of Anchors F vanchor.Wl �— p Vanchor.Wl = 110.7911b See anchor analysis below BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Assocfates STRUCTURAL ENGINEERING Print Date: 2/27l2013 1320 W.Hamdon Ava.,s�ua�o� File Name: 12143-FreezerCooler(new).mcd Fresno,Califomla 93711 (559)222-9600 (659)222-JG33 F�c Engineer: TT C�� Slab Analvsis -(Puncturel check concrete strength perACl 11.12.2.1 Widthbracket �= 3.0•in Lengthbracket �= 11.0•in tslab �— 4•in slab thickness f� := 2500•psi c� := 0.65 bo ;= Widthbracket+ ts2 b + Lengthbracket + �lab bo - 1.Sft 2 Widthbracket � � Length R = 0.273 ! bracket ' aS := 40 interior column j Vn,� := 2 +R • f�•psi•bo'tslab eq 11-33 Vn � - 600001b V as'tslab +2 • f • si•�b t � eq 11-34 V — 392001b n.2 �— b c p o' slab n.2 — 0 V� 3 :_ (4�• f��psi•�bo'tslab� eq 11-35 Vn 3 = 144001b governs Vn �- Vn.3 Wp Pvert �— 6 Pvert = 698.1671b OTM•1 3 Pmoment �- d Pmoment — 210.9291b Ptotal �— 1•7PVe�+ 1.OPmoment Ptotal = 1397.8121b Ptotal _ 0.149 < 1.0 Puncture OK �•un BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.HerndonAve.,suna�o� File Name: 12143-FreezerCooler(new).mcd Fresno,Californla 93711 (559)222-9600(559)222-9633 Fax Engineer: Tf' �� Slab Tension aaliow �= 500•psf Ptotal Areabearing '— qallow Areabearing - 2•796ft2 �bearing �— Areabearing �bearing — 20.064 in B := Widthbracket'Lengthbracket+�Slab B = 9•745 in � :_ �bear2 g— B I = 5.16 in , �pallow'1•in�•12 Mconc •- 2 Mconc = 46.221 in•Ib tslab2'1•in Sconc �- 6 Sconc = 2.667 in3 fconc �= 5•�• f�•psi f = 23400 Ib conc ft f b �- Mconc fb = 46.221 in•Ib Fb �— Sconc'fconc Fb = 433.333in•Ib I fb �i — = 0.107 < 1.O OK Fb i I BRAD YOUNG 8�ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Hemdon Ave.,suue�o� File Name: 12143-FreezerCooler(new).mcd Fresno,Califomie 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT 6s Reach-In 2-Door Freezer/Cooler Seismic Overturninq/Slidinq Forces on the Walk-In Freezer/Cooler Unit Based on the 2009 IBC & Proiect Specifications The Freezer/Cooler unit is an interior component and will not be experience any wind loading. Seismic Forces for the Freezer/Cooler unit attachment will be perASCE 7-05 Eq. 13.3-1. Seismic Loadinq Site Class D SS = 1.14 Fa = 1.044 2 Sds := 3�Fa•SS SdS = 0.793 Spectral Response Acceleration, Short Period Ip := 1.0 Importance Factor ap := 1.0 Storage Cabinet per Table 13.5-1 Rp := 2.5 Storage Cabinet per Table 13.5-1 z := 0•ft Height of Attachment H = 20ft Height of Roof Component Weights W� := 925•Ib Unit Weight W2 := 240•Ib Condenser Weight W3 := 750�Ib Product per poor n := 2 number of doors Wp := W� +W2 +�W3•n� Freezer/Cooler Unit Weight � Wp = 26651b ' � � � BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/2712013 i 1320 W.Herndon Ave.,sui�e to� File Name: 12143-FreezerCooler(new).mcd I Fresno,Cali(omfa 93711 (559)222-9600 (559)222-9633Fax Engineer: TT �� 0.4•ap•Sds'�p'Wp ( z Fp_� :_ •I 1 +2•H ASCE 7-05 EQ. 13.3-1 R ` � p Fp.1 = 3381b Fp.max �= 1.6•Sds•Ip•Wp Fp.max = 3383.2281b Fp.min �= 0.3•Sds•Ip•Wp Fp min = 634.3551b governs � Fp :— Fp.min Fp = 634.3551b Project required seismic load Freezer/Cooler Unit Dimensions h := 96�in Unit Height d := 33•in UnitWidth I := 62.5•in Unit Length I i f � BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27l2013 1320 W,Hemdon Ave.,suue�o� File Name: 12143-FreezerCooler(new).mcd Fresno,CaBfornla 93711 (559)222-9600(559)222-9633Fax Engineer: TT I�_. U"�� Overturninq Forces: Narrow direction Load Combination: 0.6D+0.7E Seismic force are assumed to conservatively act at the center of mass of the freezer/cooler unit which is taken as 2/3 h. OTM := 0.7�Fp�3�h OTM = 2368.26 ft�Ib RM :_ �0,6 - 0.14•SdS�•Wp•2•d RM = 1791.58ft•Ib Resisting moment RM = 0.756 < 1.0 Use anchors to resist Overturning Force OTM To be conservative, assume only bracket with (3) anchors is attached to the rear of the unit to resist the overturning.At the front of the unit there will be finro units each with a minimum of(3) anchors each. Overturninq Analvsis -Anchor Desian There are multiple brackets attached to the reach-in freezer/cooler at the front and rear of the unit and there will be a minimum of(4) anchors resisting the overturning at any time. d = 33in N ;= 4 Number ofAnchors per Unit Fp = 634.3551b OTM = 2368.261b•ft RM = 1791.58ft•Ib RM = 1791.58ft•Ib Uplift ;- �OTM) - (RM) d Uplift = 209.7021b Uplift Tanchor.N.2D �- N Tension Force Tanchor.N.2D = 52.4251b See anchor analysis below BRAD YOUNG 8�ASSOCIATES Copyrigh12012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1s2o W.Herndon Ave.,s��a�o� File Name: 12143-FreezerCooler(new).mcd Fresno,Califomia 93711 (559)222-9600(559)222-9633 Fax Engineer: 1T �?�'�� Overturninq Forces: Lonq Direction Load Combination: 0.6D+0.7E Seismic force are assumed to conservatively act at the center of mass of the freezer/cooler unitwhich is taken as 2/3 h. OTMLong �— 0.7•Fp�3•h OTMLong - 2368.26ft•Ib RMLong :_ �0.6—0.14�Sds�•Wp•2•I RMLong = 3393.145ft•Ib Resisting moment RMLong = 1.433 >1.0 OTMLong Anchors not required for overturning Overturninq Analysis -Anchor Desiqn There are multiple brackets attached to the reach-in freezer/cooler at the front and rear of the unit and there will be a minimum of(4) anchors resisting the overturning at any time. I = 62.5 in N := 4 NumberofAnchors perUnit Fp = 634.3551b , OTM = 2368.261b•ft ' RMLong = 3393.145ft•Ib RM = 1791.58ft•Ib ; (OTM) — �RM ) I Uplift ;= I Long Uplift = —196.7781b Uplift Tanchor.long.2D �- N Tension Force Tanchor.long.2D = -49.1941b See anchor analysis below BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Herndon Ave.,sui�e ioi File Name: 12143-FreezerCooler(new).mcd Fresno,Califomla 93711 (559J 222-9600 (559)222-9633 Fax Engineer: TT ��. Slidinq Forces: To resist the seismic sliding forces there will be a minimum of 4 brackets each with (3) 3/8" dia anchors. There will be a bracket at each corner of the freezer/cooler unit. The anchors will be epoxied to the existing slab with Hilti RE 500-SD epoxy (ICC ESR-2322) Fp = 634.3551b Seismic Load for Unit n := 12 N umber of Anchors Fp Vanchor.2D �- n Vanchor.2D = 52,8631b See anchor analysis below BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Hemdon Ave.,s�ue�o� File Name: 12143-FreezerCooler(new).mcd Fresno,Callfornia 83711 (559)222-9600 (559)222•9633 FaX Engineer: TT ��-(� Reach-In 3-Door Freezer/Cooler Seismic Overturninq/Slidina Forces on the Walk-In Freezer/Cooler Unit Based on the 2009 IBC & Proiect Specifications The Freezer/Cooler unit is an interior component and will not be experience any wind loading. Seismic Forces for the Freezer/Cooler unit attachment will be perASCE 7-05 Eq. 13.3-1. Seismic Loadina Site Class D i I SS = 1.14 Fa = 1.044 2 SdS := 3•Fa•SS SdS = 0.793 Spectral ResponseAcceleration, Short Period Ip := 1.0 Importance Factor ap := 1.0 Storage Cabinet per Table 13.5-1 Rp := 2.5 Storage Cabinet per Table 13.5-1 z := 0•ft HeightofAttachment H = 20ft Height of Roof Component Weights W� := 925•Ib Unit Weight W2 := 240•Ib Condenser Weight W3 := 750•Ib Product per poor n := 3 number of doors Wp := W� +W2 + �W3•n� Freezer/Cooler Unit Weight Wp = 34151b BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27l2013 1320 W.Nemdon Ave.,s�ue�o� File Name: 12143-FreezerCooler(new).mcd Fresno,California 93711 (559)222-9600 (559)222-9633 FaX Engineer: TT � I 0.4•a �Sds'� W Fp,� �= p R p p•�1 +2•H1 ASCE 7-05 EQ. 13.3-1 p � Fp � = 4341b Fp.max �° 1.6•SdS•Ip•Wp Fp,max ° 4335.3561b Fp m�n := 0.3•SdS�Ip�Wp Fp.min = g 12.8791b governs Fp := Fp min Fp = 812.8791b Project required seismic load Freezer/Cooler Unit Dimensions h := 96•in UnitHeight d := 33•in Unit Width I := 92.5•in Unit Length ! BRAD YOUNG &ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Herndon Ave„suua io� File Name: 12143-FreezerCooler(new).mcd Fresno,Call(ornla 93711 (559)222-9600 (559)222-9633 Fax Engineer:_ 'fT '�-'L. < < Overturnina Forces: Narrow direction Load Combination: 0.6D+0.7E Seismic force are assumed to conservatively act at the center of mass of the freezer/cooler unit which is taken as 2/3 h. OTM := 0.7�Fp•3•h OTM = 3034.749ft•Ib RM :_ �0.6— 0.14•Sds�•Wp•�•d RM = 2295.777 ft•Ib � Resisting moment RM i = 0.756 < 1.0 Use anchors to resist Overturning Force � OTM I To be conservative, assume only bracket with (3) anchors is attached to the rear of the unit to resist the overturning.At the front of the unit there will be finro units each with a minimum of (3) anchors each. Overturninq Analvsis -Anchor Desiqn There are multiple brackets attached to the reach-in freezer/cooler at the front and rear of the unit and there will be a minimum of(4)anchors resisting the overturning at any time. d = 33in N := 4 Number ofAnchors per Unit Fp = 812.8791b � OTM = 3034.7491b•ft RM = 2295.777ft•Ib RM = 2295.777ft•Ib Uplift ;_ �OTM) — (RM) Uplift = 268.7171b d Uplift Tanchor.N.3D �— N Tension Force Tanchor.N.3D = 67.1791b See anchor analysis below BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W,Hemdon Ave„suiie�o� File Name: 12143-FreezerCooler(new).mcd Fresno,Califomla 93717 (559)222-9600 (559)222-9633Fax En9lnee�: .�, �.. � Overturninq Forces: Lonq Direction Load Combination: 0.6D+0.7E Seismic force are assumed to conservatively act at the center of mass of the freezer/cooler unit which is taken as 2/3 h. OTMLong �- �•�'Fp•3•h OTMLong = 3034.749ft•Ib RMLong :_ �0.6- 0.14•SdS�•Wp•2•I RMLong = 6435.134ft•Ib Resisting moment RMLong _ 2 12 > 1.0 Anchors not required for overturning OTMLong Slidinq Forces: To resist the seismic sliding forces there will be a minimum of 4 brackets each with (3) 3/8" dia anchors. There will be a bracket at each corner of the freezer/cooler unit. The anchors will be epoxied to the existing slab with Hilti RE 500-SD epoxy (ICC ESR-2322) Fp = 812.8791b Seismic Load for Unit n := 12 N umber of Anchors Fp Vanchor.3D �- n vanchor.3D = 67.741b See anchor analysis below I � BRAD YOUNG 8�ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Herndon Ave.,su��e�o� File Name: 12143-FreezerCooler(new).mcd Fresno,Califomla 93711 (559)222-9600 (559)222-8633 Fax Engineer: TT /1 � Reach-In 4-Door Freezer/Cooler Seismic OverturninqlSlidinq Forces on the Walk-In FreezerlCooler Unit Based on the 2009 IBC & Proiect Speci�cations The Freezer/Cooler unit is an interior component and will not be experience any wind loading. Seismic Forces for the Freezer/Cooler unit attachment will be perASCE 7-05 Eq. 13.3-1. Seismic Loadina Site Class D SS = 1.14 Fa = 1.044 2 SdS := 3•Fa•SS Sds = 0.793 Spectral Response Acceleration, Short Period ; Ip := 1.0 Importance Factor ap := 1.0 Storage Cabinet per Table 13.5-1 Rp := 2.5 Storage Cabinet per Table 13.5-1 z := 0•ft HeightofAttachment H = 20ft Height of Roof Component Weights W� := 1235•Ib UnitWeight W2 := 240•Ib Condenser Weight W3 := 750•Ib Product per poor n := 4 number of doors Operational weight is the Unit Weight+ Condenser Weight+ Product Weight stored in each door of the freezer/cooler. wp �— W1 +W2 +�W3'n� Operational Weight Wp = 44751b BRAD YOUNG $ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Hemdon Ave.,s�ua ioi File Name: 12143-FreezerCooler(new).mcd Fresno,California 93711 (559)222-9C�00 (559)222-9633 Fax Engineer: TT ,-� 5 0.4•ap•Sds'�p'Wp z Fp � ;= R •(1 +2•H1 ASCE 7-05 EQ. 13.3-1 p ` J Fp � = 5681b Fp.max �= 1.6•Sds'�p'Wp Fp.max = 5681.031b Fp min := 0.3•Sds'�p'Wp Fp.min = 1065.1931b governs Fp := Fp min Fp = 1065.1931b Project required seismic load Freezer/Cooler Unit Dimensions h := 96�in Unit Height d := 33•in Unit Width I := 122.9375•in Unit Length BRAD YOUN6 8� ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Hemdon Ave.,sui�e�o� File Name: 12143-FreezerCooler(new).mcd Fresno,California 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT ,�� Overturnina Forces: Narrow direction Load Combination: 0.6D+0.7E Seismic force are assumed to conservatively act at the center of mass of the freezer/cooler unit which is taken as 2/3 h. OTM := 0.7•Fp�3•h OTM = 3976.721ft�lb RM :_ �0.6 — 0.14�Sds�•Wp•�•d RM = 3008.376ft•Ib Resisting moment RM = 0.756 <1.0 Use anchors to resist Overturning Force OTM Overturnina Analvsis -Anchor Desi�tn There are multiple brackets attached to the reach-in freezer/cooler at the front and rear of the unit and there will be a minimum of (4) anchors resisting the overturning at any time. d = 33in N :— 4 NumberofAnchors per Unit Fp = 1065.1931b OTM = 3976.7211b•ft RM = 3008.376ft�1b RM = 3008.376ft•Ib Uplift ;_ �OTM)� (RM) Uplift = 352.1261b Uplift Tanchor.N,4D �— N Tension Force Tanchor.N.4D - gg•0311b See anchor analysis below BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Hemdon Ave.,s�ne�o� File Name: 12143-FreezerCooler(new).mcd Fresno,Callfomia 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT ✓„1i`.,.� I Overturnina Forces: Lonq Direction Load Combination: 0.6D+0.7E Seismic force are assumed to conservatively act at the center of mass of the freezer/cooler unit which is taken as 2/3 h. OTMLong �= 0.7•Fp•�•h OTMLong = 3976.721ft•Ib RMLong :_ �0.6- 0.14•SdS��Wp•�•I RMLong = 11207.34ft•Ib Resisting moment RMLong _ 2 g18 > 1.0 Ok for overturning OTMLong i Slidinq Forces: To resist the seismic sliding forces there will be a minimum of 4 brackets each with (3) 3/8" dia anchors. There will be a bracket at each corner of the freezer/cooler unit. The anchors will be epoxied to the existing slab with Hilti RE 500-SD epoxy (ICC ESR-2322) Fp = 1065.1931b Seismic Load for Unit n := 12 Number of Anchors Fp Vanchor.4D �- n Vanchor.4D - gg•�661b See anchor analysis below BRAD YOUNG 8�ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27l2013 1320 W.Hemdon Ave.,sui�e�o� File Name: 12143-FreezerCooler(new).mcd F�esno,Califomla 93711 (559)222-9600 (559)222-9633Fax Engineer: TT P.:�� Verify the Slab is ok for the puncture forces (from the 4 door Reach-In Freezer Cooler). Check the area of the anchorage clips over the slab for the puncture forces. Slab Analysis Widthbracket �= 3.0•in Lengthbracket �- 20.0•in tslab �- 4'�n slab thickness f� := 2500•psi � := 0.65 ' bo := Widthbracket+ tS�b + Lengthbracket + tS2 b bo = 2.25 ft Widthbracket p := p = o.is Lengthbracket as := 40 interior column Vn � := 2 +R • f��psi•bo'tslab eq 11-33 Vn � = 1548001b V as'tslab +2 • f •psi•�b t � eq 11-34 V 428001b n.2 �- b c o' slab n.2 - 0 Vn 3 :_ (4)• f�•psi•�bo'tslab� eq 11-35 Vn 3 = 216001b governs Vn .= vn.3 W Pvert �— 4p Pvert — 1394.251b OTM•1 2 Pmoment �- d Pmoment - 901.0941b Ptotal �= 1.7PVe� + I.OPmoment Ptotal = 3271.319 Ib Ptotal _ 0.233 < 1.0 Puncture OK �•Un i BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates �, STRUCTURAL ENGINEERING Print Date: 2/27/z013 ' 1320 W.Netntlon Ave.,sutte ioi File Name; 12143-FreezerCoo�er(new).mcd � Fresno,Californla 93711 ' (559)222-�00 (559)222-9633 Fax Engineer: TT � �� Slab Tension pallow = 500 psf Area ._ Ptotal bearing •— Area — 6.543 ft2 pallow bearing — �bearing �— Areabearing �bearing = 30.694 in B := Widthbracket'Lengthbracket+tslab B = 11.746 in � :_ �bear�g— B I = 9.474 in . �pallow'1•in��I 2 Mconc •- Mconc — 155.833 in•Ib j 2 tslab2'1•in Sconc �- Sconc — Z•667 in3 6 fconc �= 5•�• f�•psi f = 23400 Ib conc ft fb �— Mconc fb = 155.833 in•Ib Fb �- Sconc'fconc Fb = 433.333in•Ib fb — = 0.36 < 1.00K Fb BRAD YOUNG &ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Hemdon Ave.,s�ue iot File Name: 12143-FreezerCooler(new).mcd Freano,Califomla 93711 (559)222-960U (559)2Z2-9633 Fax Engineer: TT �,� Worst Case Anchor Bolt Check perACl 318 All freezer/cooler units will use the same anchor bolts. The anchors will be 3/8" dia. epoxied to the existing slab with Hilti RE 500-SD epoxy (ICC ESR-2322).The new anchors will be embedded a minimum of 2 3/4" into the existing slab and will have no edge considerations. The new anchors will have 9" spacing and will not effect the anchorage of the adjacent anchors. Check the worst case anchorage loads for shear and tension using the Hilti Profis Anchor Selector Program. Walk-in Freezer/Cooler: Tanchor.Wl = -65.2091b Vanchor.Wl = 110,791Ib Reach-in 2-door Tanchor.N.2D = 52.4251b Vanchor.2D = 52.8631b Tanchor.long.2D = -49.1941b Reach-in 3-door ; i Tanchor.N.3D = 67.1791b Vanchor.3D - 67.741b Reach-in 4-door Tanchor.N.4D - gg•031 Ib Vanchor.4D - 88��661b Worst case Design: Tanchor.design �- Tanchor.N.4D Tanchor.design - gg•031 Ib Vanchor.design �- vanchor.Wl vanchor.design = 110.791 Ib See attached analysis BRAD YOUNG 8 ASSOCIATES Copyright 2012 Brad Young&Associates STRUCTURAL ENGINEERING Print Date: 2/27/2013 1320 W.Hemdon Ave.,s��a�o� File Name: 12143-FreezerCooler(new).mcd Fresno,Galifornla 93711 (559)222-9600 (559)222-9633 Fax Engineer: TT y�l R M � O g�} V A Y O O � N a E o �Y� a �� r no°�n r 3 z � R � 0 Z' � S � LS p a HQ G US d n rn 6� Aay �' � � �� T � � u � N �^ � _� �€ � 5 .e� � s &� �� ° ° � g� � �s�� ' s � �� . � � - � �� ;� �; ° .e.. se Wd �� o �� g o '� �{W i T t � C � gor� ` V� C E � d(2L' � b^ o,� . � � �{'.=�.6 t s ��6 �o �� .;y� dg�� 4,� 1 �3 M s o 4 s �i�p° ,� �5 L Y ,��, eg '�� vj a `o� �83n � t B �' � � �� o � a „ ... ., � � � LL � a� �� {`� b��8 � • 5 � � �n �i ffi ` ` °°� gp I i ��a�� g ��g "' ��;'��y � � $ � � � 9 3 � ' $ =o � z� iY �c�vidaW N � a`r� �e�� ri � 3 , � z � d rc �S q � 0 z u c a E o� �>� � � � a �o�s a � LL � z° � � � � K, S � S a � s , � � E �° � o� ep 5 � �..g'�y� E _ � � � �yti ,• c °o ° o � �, p � E . �, .. 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Ft. per floor: First 11490 Heat Type (Electric, Gas, Other): COMBO-SEE NOTES Second Third Garage Basement Fees: Item Contractor Fees BUILDING DOLLAR TREE $2,716.18 MECHANICAL DOLLAR TREE ��2�1II'Tj $ 42.75 PLUMBING NW PLUMBING CONNECTION $ 69.00 FIRE ALARM FIRE PROTECTION, INC $ 275.96 FIRE SPRINK CASCADE ALARM AND FIRE PROTCTI $ 391.46 UNAPPLIED CREDIT $ 0.00 TOTAL FEES: $ 3,495.35 ApplicanYs Affidavit: OFFICIAL USE ONLY I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of #Sets of Prints: Yelm regulations including th se governing zoning and land subdivision, and in addition,all covenants, easements and restrictions o record. If applying as a contractor, I further certify that I am currently Final Inspection: registered in the State f Was in dG L%/ S�� /� 3 Date: Signature Date By: Firm �it� of Y�lm (3� ) 45�-8402 �EC#; t)U128791 5/29J2013 3:OB Pf� OPER: CO �ERM: p�1 REF#; M� 1RAN: 33.auao aur�ar�� Mrrs �Q�30139 DOL!_AR rRFE 4��75CR 906 YELM AUE E @ MECH 42.75CR TEPIDEREC?: 42.75 OTHER APPLTEp: 42.75- CHANGE: ��`��`�;00 � City of Yelm Permit ►vo.: 20130139 Community Development Department Issue Date: 4/24/2013 �, (Work must be completed within 180 days) Building Division Phone: (360)458-8407 """: °" Fax: (360)458-3144 Applicant: Name: DOLLAR TREE Phone: 206-795-2629 Address: 4000 DELRIDGE WAY SW SEATTLE WA 98106 Property Information: site Address: 906 YELM AVE E B Owner: YELM PLAZA LLC Assessor Parcel No.: 227330110204 Subdivision: N/A Lot: N/A Contractor Information: Name: DOLLAR TREE Phone: Address: KEVIN WEARE 4000 DELRIDGE WAY SW SEATTLE WA 98106 Contractor License No.: Expires: 0/00/0000 _ Project Information: rsaario@cascadealarm.com REID B.$AARIO ProjeCt: COMMERCIAL REMODEL CASCAAL96 JT Service/Sales Description of Work: DOLLAR TREE TI Sq. Ft. per floor: First 11490 Heat Type(Ele Cascade A/arm�� sinc�isr� Second FIRE SPRINKLER DtVIS10N Third P.O.Box 7459•KENT WA 98042 Garage Phone:(206)767-5800 Ext.107 Fire Sprinkler Systems,Fire Alarm Systems Basement Fax:(253)630-4851 Design,Installation,Servlce,Inspections,U.L. Cell:(253)732-5514 Listed Centnl Station Monitoring Fees: Item Contractor Fees BUILDING DOLLAR TREE $2,716.18 MECHANICAL DOLLAR TREE $ 42.75 PLUMBING NW PLUMBING CONNECTION $ 69.00 FIRE ALARM FIRE PROTECTION,INC ,1,,�A 1� $ 275.96 FIRE SPRINK CASCADE ALARM AND FIRE PROTCTI 7�1;'`` $ 391.46 1" TOTAL FEES: $ 3,495.35 ApplicanYs Affidavit: OFFICIAL USE ONLY I certify that I have read and examined the info! tion contained within the application and know the same to be true and correct. I Iso certify that the prg�osed structure is in conformity with all applicable City of #Sets of Prints: Yelm regulations� udin those goveraing�6ning and land subdivision,and in addition,all covenants, easements a restricti s cord.1f app(ying as a contractor,I further certify that I am currently Final Inspection: registered i the St of a ington. r % p Date: Signat Date �'�l '/� Firm �s�' ��`�-----"' By� Cit� af Y�lm (s6 ) 45e-a�oz REC#: 00128802 5/30/2013 8:50 AM OpER: CO TERM: 001 REF#: 27171 TRAN: 33.OU00 BUILDING PERMITS 20130139 39�,46CR DQLLAR TREE 906 YELM AUE E B FIRE SPRNK 391 ,46CR TENDEREa: 391,46 CHtCK APPLIED: 391,q�- CHANGE: �� M U.00 CITY OF YELM COMMEI�CIAL BUILDING PERMIT APPLICATION FORM Project Address:�Q� P7[c1� e�S �cl, Parcel#: Zoning; Current Use: _ Pro ose__��: .� New Construction �Re-Modei/Re-R f/Tenant Improv � Plumbing � Mechanical �Fire PrevenUSuppress/Alarm , Other Project DescriptioNScope of Work: -�"5�� w � j�f�`7'� p�'��CdS�� 5�5 � vv �7 v��E' ri S �-•-� 5 a�rj.e .a-.� err�`�5; �� Id�¢-��, Project va�ue: 13 7�� o z5 Building Area(sq. ft) Parking Garage 1S'Floor�� U2nd Floo� 3`d Floor ` h Building Height ' '�° Are there any environmentally sensitive areas located on the parcel? �{� If yes, a completed environmental checklist must accompany permit application. BUILDING OWNE EN NT NAME: '`� '� ADDRESS � � Z- EMAIL CITY 81LC� . STATE � ZIP O TELEPHONE �O ' S '' ° g'g ARCHITECT/ENGINEER LICENSE# ADDRESS EMAIL CITY STATE ZIP TELEPHONE GENERAL CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE# EXP DATE_CITY LICENSE# PLUMBING CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE# EXP DATE CITY LICENSE# MECHANIC LC NTRACTOR � ��! � �"+ �cTELEPHONE �e " ADDR SS =b, X � EMAILIZ�`A�� o � '�� P � �� CITY ��v4-- STATE Cv`�, ZIP 2- FAX ?S ��' � ' S CONTRACTOR'S �ICENSE#(��1 962 EXP DATE '- CITY LICENSE# 3 Copy of Ci Mitigation documentation(TFC). I hereby ce ' that e above information is cor ect and that the construction on,and the occupancy and the use of the above de ribed p perty will be in accorda ith the laws,rules and regulations of the State of Washington and the City of elm. r - ��/3 _/� A icant's Signature Date Owner/Contractor/Owner's Agent/Contractor's Agent/Tenant (Please circle one.) All permits are non-transferable and will expire if work authorized by such permit is not begun within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days �2FCETVED MAY I 3 2013 105 Yelm Auenue West (360)458- �3J. PO Box 479 (360)458- -�' Yelm,WA 98597 www.ci.yelm.wa.us . , Cascade Alarm & Fire Protection Fire Sprinkler NFPA #13 Submittal Literature For: Dollar Tree Store # 7287 Nisqually Plaza 906 Algiers Road Yelm, WA. 98597 May 13, 2013 ��`��`�>`�,� MAY 13 2013 �Y: . , � CO Fire Suppression y & Building Products Technical Services 800-381-9312�+1-401-781-8220 www.tyco-fire.com Series TY-FRB — 2.8, 4.2, 5.6, and 8.0 K-Factor Upright, Penr�ent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage r��' General Corrosion-resistant coatings, where �y applicable, are utilized to extend the �� ,,��w . • life of copper alloy sprinklers beyond � � Descr�ptian that which would otherwise be obtained `�� , "�" , when exposed to corrosive atmo- ��'-;" �' � The TYCO Series TY-FRB,2.8,4.2,5.6, SPheres.Although corrosion-resistant � , ,�,, t �: � � and 8.0 K-factor, Upright and Pendent coated sprinklers have passed the � � ��4 � �, Sprinklers described in this data sheet standard corrosion tests of the appli- � ,�' �,�:s;,xr :,�' are quick response,standard coverage, cable approval agencies,the testing is �,�, � ,,,,� decorative 3 mm glass bulb-type spray not representative of all possible cor- ..�. sprinklers designed for use in light or rosive atmospheres. Consequently, �" ordinary hazard,commercial occupan- it is recommended that the end user `"*�'�"`' � cies such as banks, hotels, and shop- be consulted with respect to the suit- ping malls. ability of these coatings for any given ---- The recessed version of the Series TY- corrosive environment. The effects of � FRB Pendent Sprinkler,where applica- ambient temperature, concentration of ble, is intended for use in areas with a chemicals, and gas/chemical velocity, finished ceiling.This recessed pendent should be considered, as a minimum, �� sprinkler uses one of the following, along with the corrosive nature of the • A two-piece Style 10 (1/2 inch NPT) chemical to which the sprinklers will be � �" � �, � or Style 40 (3/4 inch NPT) Recessed exposed. ,ti G Escutcheon with 1/2 inch(12,7 mm)of An intermediate level of the Series TY- � ' !} recessed adjustment or up to 3/4 inch FRB Pendent Sprinklers is detailed �� (19,1 mm)of total adjustment from the in Technical Data Sheet TFP356, and .`'�:��-'� flush pendent position, or a Sprinkler Guards are detailed in Tech- • A two-piece Style 20 (1/2 inch NPT) nical Data Sheet TFP780. or Style 30 (3/4 inch NPT)Recessed . Escutcheon with 1/4 inch(6,4 mm)of �7 Nlodel/Sprinkler recessed adjustment or up to 1/2 inch The Series TY-FRB Concealed Pendent (12,7 mm)of total adjustment from the Sprinklers described herein must be ��entification fiush pendent position. installed and maintained in compliance The adjustment provided by the with this document and with the appli- ��mbe�„ �SIN� Recessed Escutcheon reduces the cable standards of the National Fire accuracy to which the fixed pipe drops Protection Association, in addition to TY1131: Upright 2.8K,1/2""NPT to the sprinklers must be cut. the standards of any authorities having jurisdiction. Failure to do so may impair TY1231: Pendent 2.8K,1/2"�NPT the performance of these devices. TY2131: Upright 4.2K,1/2""NPT TY2231: Pendent 4.2K, 1/2""NPT Owners are responsible formaintaining TY3131: Upright 5.6K, 1/2'"NPT their fire protection system and devices TY3231: Pendent 5.6K, 1/2""NPT IMPORTANT �n proper operating condition. The TY4131: Upright 8.OK, 3/4""NPT installing contractor or sprinkler manu- TY4231: Pendent 8.OK, 3/4""NPT Always refer to Technical Data facturer should be contacted with any TY4831: Upright� 8.OK, 1/2""NPT Sheet TFP700 for the "lNSTALLER questions. TY4931: Pendent` 8.OK, 1/2""NPT WARNING" that provides cautions with respect to handling and installation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it �Easter�Hem�spnere saies oniy to operate prematurely. Page 1 of 10 JULY 2010 TFP171 � . TFP171 Page 2 of 10 7/16°(11.1 mm) ESCUTCHEON STYLE 10 or 20 NOMINAL PLATE SEATING RECESSED SSU* MAKE-IN 12 SURFACE ESCUTCHEON DEFLECTOR I NPT I 6* \ � 5 �„b� � 4 (11,1 mm) � � 2-1/4„ NOMINAL � (57,2 mm) 2 MAKE-IN 3 2-3/16" I 1-9/16" �, (55,6 mm) � WRENCH (39,7 mm) I� 1 � FLATS � 7 � 1i2" NPT SSP DEFLECTOR* � 2-7/8"(73,0 mm)DIA. —�- CROSS SECTION UPRIGHT PENDENT REGESSED PENDENT 1 -Frame 3-Sealing 4-Bulb 6-Deflector •Temperature rating is indicated on deflector or adjacent to Assembly 5-Compression 2-Button 7-Bushing orifice seat on frame. Screw FIGURE i QUICK RESPONSE SER/ES TY-FRB UPR/GHT(TYl i31)AND PENDENT(TY1231)SPRINKLERS 2.8 K-FACTOR, 1/2INCH NPT 7/16" (11,1 mm) ESCUTCHEON STYLE 10 or 20 * NOMINAL PLATE SEATING RECESSED DEFLECTOR MA�E-IN NPT SURFACE ESCUTCHEON 6* 5 7/16" ( � (11,1 mm) f 2-3/16" 4 NOMINAL � � (55,6 mm) MAKE-IN 2 2-3/16" I 1-1/2" ; (55,6 mm) WRENCH ,l (38,1 mm) i 3 � FLATS I 1 , � 1!2" NPT SSP DEFLECTOR* --�— 2-7/8"(73,0 mm)DIA. —y CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT 1 -Frame 3-Sealing 4-Bulb 6-Deflector �Temperature rating is indicated on deflec?or or adjacent to Assembly 5_Compression orifice seat on frame. 2-Button Screw FIGURE 2 QUICK RESPONSE SER/ES TY-FRB UPR/GHT(TY2131)AND PENDENT(TY2231)SPR/NKLERS 4.2 K-FACTOR, 1/2 INCH NPT . TFP171 � Page 3 of 10 ESCUTCHEON STYLE 10 or 20 7/16" (11,1 mm) RECESSED SSU* NOMINAL ��2„ PLATE SEATING ESCUTCHEON MAKE-IN SURFACE DEFLEGTOR I NPT _ 6* + I 5 7/16" ii 4 2-3/16" — (11,1 mm) I � t (55.6 mm) 4 NOMINAL I MAKE-IN �_��2�� I Z 2-3/16" I (3g,1 mm) ( � , (55,6 mm) � WRENCH � 3 � FLATS —_.-- � � SSP DEFLECTOR* --- 2-718��3.0 mm)DIA. --- 1/2" NPT CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT 1 -Ffame 3-Sealing 4-Bulb 6-Defiactor -Tzmperature rating Is indicat2d on deflector or adjacent to Assembly ression orifice seat on frame. 5-Comp 2-Button Screw F/GURE 3 QUI�CK RESPONSE SER/ES �'F5.6 K FAC ORT1/2 lNCH NPTENDENT(TY3231)SPR/NKLERS 1�2�� 12 7 mm) ESCUTCHEON STYLE 30 or 40 NOMINAL PLATE SEATING RECESSED SSU* MAKE-IN 3�4 SURFACE ESCUTCHEON DEFLECTOR I NPT 6� _.—.___.—.—._—_ , t 1/2" � ' 2-5/16" � 5 (12,7 mm) �� (58,7 mm) i � NOMINAL i MAKE-IN 1-9/16" 2 2-1I4" (39,7 mm) ' i . (57,2 mm) � 3 I � !--- 1 ? SSP DEFLECTOR* 2-7/S"(73,0 mm)DIA. —�- 3/4" NPT CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT 1 -Frame 3-Sealing 4-Bulb 6-Deflector •Temperature rating is indicated on deflector or adjacent to Assembly 5-Compression orifice seat on frame. 2-Button Screw FIGURE 4 QUlCK RESPONSE SERlES 7'Y-F8 0 K FAC OR�4INCH NPTENDENT(TY4231)SPRINKLERS TFP171 Page 4 of 10 7/16" (11,1 mm) SSU* NOMINAL ��2„ DEFLECTOR MAKE-IN NpT 1 ----------_—_ 6* _--"_-"-"-._.-_--. � 5 7116" � 2-1/4' (11,1 mm) � (57,2 mm) a NOMINAL I � MAKE-IN I 1-9/16" � 2-3/16" � � �� (39,7 mm) . (55,6 mm) WRENCH � 3 � FtATS � SSP* � 1/2" NPT DEFLECTOR CROSS UPRIGHT PENDENT SECTION 1 -Frame 3-Sealing 4-Bulb 6-Deflector �Temperature rating is indicat°d on defiector or adacent to Assembly 5-Compression orifice saat on frame. 2-But?on Screw FIGURE 5 QUICK RESPONSE SERIES N FS 0 K FACTOR,T1128 NCH NPTENDENT(TY4931)SPRINKLERS . inch (1,6 mm) for the 135°F157°C and Technica! Operat�on 3/32 inch(2,4 mm)for the 286°F/141°C The glass Bulb contains a fiuid that temperature ratings. ��f� expands when exposed to heat.When Obtain a leak-tigh� 'n2 i a m,n�mumr�to the rated temperature is reached, the kler joint by app y 9 Approvals fluid expands sufficiently to shatter the maximum torque of 7 to 14 ft.lbs. (9,5 UL and C-UL Listed roved glass Bulb, allowing the sprinkler to to 19,0 Nm). Higher levels of torque FM, LPCB, and NYC App activate and water to flow. can distort the sprinkler Inlet with con- Refer to Table A and B for complete sequent leakage or impairment of the approval information including sprinkler. corrosion-resistant status. Design Do not attempt to compensate for Maximum Working Pressure Criteria insufficient adjustment in the Escutch- Refer to Table C. eon Piate by under-or over-tightening The TYCO Series TY-FRB Pendent the sprinkler. Re-adjust the position of Discharge Coefficient and Upright Sprinklers are intended the sprinkler fitting to suit. K=2.8 GPM/psi'�2 (40,3 LPM/bar��2) for fire protection systems designed in The Series TY-FRB Pendent and K-4.2 GPr,1/psi'�2 (60,5 LPM/bar��2) accordance with the standard installa- Upright Sprinklers must be installed K=5.6 GPM/psi��2 (80,6 LPM/bar��2) tion rules recognized by the applicable in accordance with the following K=8.0 GPM/psi'�2 (115,2 LPM/bar��2) Listing or Approvai agency(such as,UL instructions. Listing is based on the requirements of Temperature Rating NFPA 13,and FM Approval is based on 1. Install Pendent sprinklers in the Refer to Table A and B. the requirements of FM's Loss Preven- pendent position. Install upright tion Data Sheets). Only the Style 10, sprinklers in the upright position. Finishes 20,30,or 40 Recessed Escutcheon,as 2 With pipe-thread sealant applied to Sprinkler: Refer to Table A and 6. applicable, is to be used for recessed the pipe threads, hand-tighten the Recessed Escutcheon:White Coated, pendent installations. sprinkler into the sprinkler fitting. Chrome Plated, or Brass Plated. lnstallation 3. Tighten the sprinkler into the sprin- Physical Characteristics kler fitting using only the W Type 6 Frame. . . . . . . . . . . . . . . . . . . Bronze Button. . . . . . . . . . .B r a s s/Co p per The TYCO Series TY-FRB Sprinklers Sprinkler Wrench (Figure 14). Wit Sealing Assembly. . . . . . . . .Berytlium must be installed in accor dance w i t h r e f e r e nl ethe W Type 6 Spr nkleh 5, app y Nickel w/Teflont the following instructions. Wrench to the sprinkler wrench Bulb . . . . . . . . . . . . . . . . . . . . . .Glass � flats. Compression Screw. . . . . . . . Bronze � Deflector. . . . . . . . . . .Copper/Bronze po not install any bulb-type sprinkler if g Bronze the bulb is cracked or there is a loss Bushin (K=2.8) . . . . . . . . . . . of liquid from the bulb. With the sprin- kler held horizontally, a small air bub- ble should be present. The diameter of the air bubble is approximately 1/16 t Registered Trademark of Dupont TFP171 Page5of10 SPRINKLER FINISH(See Note 5) K TYPE TEMPERATURE BULB LIQUID NATURAL CHROME WHITE*** FACTOR COLOR BRASS PLATED POLYESTER 135'F/57'C Orange PENDENT 155'F/68°C Red (TY1231) and 175'F/79°C Yeliow 1,2,3,4 UPRIGHT 200°F/93°C Green (TY1131) 286°F/141'C Blue 135'F/57°C Orange Z,g REGESSED 155°F/68°C Red 1/2"NPT PENDENT (TY1231)* 175°F/79°C Yellow Figure 6 200°F/93°C Green 1,2,4 135'F/57'C Orange REGESSED 155'F/68°C Red PENDENT (TY1231)** 175°F/79°C Yeliow Figure 7 200'F/93'C Green 135°F/57°C Orange PENDENT 155°F/68°C Red (TY2231) and 175'F/79'C Yello�ro UPRIGHT 2p0°F/93°C Green (TY2131 j 286°F/141'C Blue 135'F/57°C Orange 4,2 RECESSED 155°F/68°C Red 1.2 1/2"NPT PENDENT �TY2231)* 175°F/79°C Yellow Figure 8 200°F/93'C Green 135'F/57°C Orange RECESSED �55'F/68'C Red PENDENT (TY2231)** 175°F/79°C Yellow Figure 9 200°F/93°C Green NOTES: 1. Listed by Underwriters Laboratories,Inc.,(UL)as�uick Response Sprinklers. 2. Listed by Underwriters Laboratories,Inc.,for use in Canada(C-UL)as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers. 4. Approved by the City of New York under MEA 354-01-E. 5. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed,the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. ' installed with Style 10(1/2" NP�or Style 40(3/4"NP�3/4"Total Adjustment Recessed Escutcheon,as applicable. '°Installed with Style 20(1/2" NP'�or Style 30(3/4"NP�1/2"Total Adjustment Recessed Escutcheon,as applicable. "`Frame and Deflector only. Listings and approvals apply to color(Special Order). N/A: Not Available TABLE A LABORATORY L►STINGS AND APPROVALS FOR 2.8 AND 4.2 K-FACTOR SPRINKLERS TFP171 Page 6 of 10 SPRiNKLER FINISH(See Note 8) WHITE`�* LEAD K BULB LIQUID NATURAL pLATOED POLYESTER COATED FACTOR TYPE TEMPERATURE COLOR BRASS 135'F/57°C Orange iTY323N� 155'F/68°C Red 1,2,3,5 and 175°F/79'C Yellow 1,2,3,4,5.6,7 UPRIGHT 200'F/93°C Green (TY3131) 286°F/141°C Blue 135°F/57°C Orange RECESSED 155'Fl68°C Red N/A 5.6 PENDENT 175'F/79°C Yellow 1,2.4,5 1/2"NPT (TY3231)` 200°F/93°C Green Figure 10 glue 286°F/141°C 135'F/57°C Orange RECESSED 155'Fl68°C Red N/A PENDENT Yellow 1,2,3,4,5 175'F/79'C (TY3231)*' 200°F/93°C Green Figure 11 Blue 286°F/141'C 135'F/57°C Orange (TY4�23Ni 155°F/68°C Red 1,2,3,4,5,6,7 1,2,5 and 175°F179°C Yellow UPRIGHT 200°F/93°C Green (TY4131) 286oF�141'C Blue 135°F/57°C Orange RECESSED 155°F/68°C Red N/A PENDENT Yellow 1,2,5 8.0 175°F/79°C 3/4"NPT (TY4231)` 200°F/93°C Green Figure 12 g�ue 286'Fl141'C 135°F/57'C Orange RECESSED 155'F/68'C Red N/A PENDENT Yellow 1,2,3,5 175°F/79'C (TY4231)** 200°F/93°C Green Figure 13 giue 286°F/141°C 135°F/57°C Orange (TYD93N) 155°F/68°C Red 1,2,5 8.0 and 175°F179°C Yellow 1,2,4,5,6 1/2"NPT UpRIGNT 200JF�93°C Green (TY4831) 286°F/141°C Blue NOTES: rinklers. 1. Listed by Underwriters Laboratories,Inc.,(UL)as Quick Response Sp 2. Listed by Underwriters Laboratories,Inc.,for use in Canada(C-UL)as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers. 4. Approved by the Loss Prevention Certification Board(LPCB Ref.No.007k/04)as Quick Response Sprinklers.However,LPCB does not rate the thermal sensitivity of recessed sprinklers. 5. Approved by the City of New York under MEA 354-01-E. 6. VdS Approved(For details,contact Tyco Fire Suppression&Building Products,Enschede,Netherlands,Tel.31-53-428-4444 ax 31-53-42 5-3377.) rinklers. 7, qpproved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06)as Quick Response'nklers are UL and C-UL r�oved rinklers.Where Lead-Coated Sprinklers are noted to be FM Approved,the sprinklers are FM App g. Where Polyester Coated and Lead-Coated Sprinklers are noted to be UL and C-UL Listed,the sp as Corrosion-Resistant Sp j lic3ble. as a Corrosion-Resistant Sprinklers. `Installed with Style 10(1/2"NP�or Style 40(3/4"NPT)31�2 T0o{a Adjus meentRRecessedEEscutcheon,as a plicable. "Installed with Style 20(1/2"NP�or Style 30 o v/a l s a P I) t o color(Special Order). "*Frame and Deflector only.Listings an d app P P Y N/A:Not Available TABLE B �805.6 AND 8.0 K-'F C OR SPRINKLERS FOR , , TFP171 Page 7 of 10 SPRINKLER FINISH K TYPE NATURAL CHROME WHITE LEAD FACTOR BRASS PLATED POLYESTER COATED PENDENT(TY1231) and 2$ UPRIGHT(TY1131) 75 PSI(12,1 BAR) N/A 1/2"NPT RECESSED PENDENT(TY1231) PENDENT(TY2231) and 4 2 UPRIGHT(TY2131) 175 PSI(12,1 BAR) N/A 1/2"NPT RECESSED PENDENT(TY2231) PENDENT(TY3231) 175 PSI and 250 PSI(17,2 BAR) (12,1 BAR) 5.6 UPRIGHT(TY3131) OR 175 PSI(12,1 BAR) 1/2"NPT RECESSED (SEE NOTE 1) N/A PENDENT(TY3231) PENDENT(TY4231) 175 PSI and (12,1 BAR) a� UPRIGHT(TY4131j 175 PSI(12,1 BAR) 3l4"NPT RECESSED N/A PENDENT(TY4231) $p PENDENT(TY4931) 175 PSI(12,1 BAR) 175 PSI 1/2"NPT and (12,1 BAR) UPRIGHT(TY4831) NOTES: 1 L sti g by U derwrites Labouator es50 Psfor use nr�Caneda(CeUL);andL�the Approval by theeCityaof NewrYork.c.(UL);the TABLE C MAX/MUM WORKiNG PRESSURE The Series TY-FRB Recessed Pendent Care and Exercise care to avoid damage to sprinklers before, during, and after Sprinklers must be installed in accor- installation. Never paint, plate, coat, dance with the following instructions. �a�ntenan�ce or otherwise alter automatic sprinklers 1. After installing the Style 10, 20, 30, after they leave the factory. or 40 Mounting Plate, as applica- The TYCO Series TY-FRB must be ble, over the sprinkler threads and maintained and serviced in accordance Replace sprinklers that: with pipe-thread sealant applied to with the following instructions. . were modified or over-heated. the pipe threads, hand-tighten the � • were damaged by dropping,striking, sprinkler into the sprinkler fitting. , wrench twisting,wrench slippage,or 2. Tighten the sprinkler into the sprin- Before closing a fire protection system the like. kler fitting using only the W-Type 7 main control valve for maintenance . are leaking or exhibiting visible signs Recessed Sprinkler Wrench (Fig- i,york on the fire protection system of corrosion. ure 15).With reference to Figures 1 that it conirols, obtam permission to � Were ex osed to corrosive products to 4, apply the W-Type 7 Recessed shut down the affected fire protection p Sprinkler Wrench to the sprinkler systems from the proper authorities of combustion but have not oper- wrench flats. and notify all personnel who may be ated, if you cannot easily remove affected b this action. combustion by-products with a cloth. 3. After ceiling installation and finish- y • have a cracked bulb or have lost liq- ing, slide on the Style 10, 20, 30, or Absence of the outer piece of an 40 Closure over the Series TY-FRB escutcheon, which is used to cover uid from the bulb. Refer to the Instal- Sprinkler and push the Closure over a clearance hole, can delay sprinkler lation section in this data sheet. the Mounting Plate until its flange operation in a fire situation. comes in contact with the ceiling. • . TFP171 Page 8 of 10 2-7/8" DIA. 2-7/8"DIA. _ �- 73,0 mm) 5/8±1/4" (73,0 mm) 3/4"(19.1 mm) 1/2�1/8" � 1/2"(12,7 mm) � (15.9t6,4 mm) 2-1/4"DIA. 1/4"(6,4 mm) (12,7±3.2 mm) 2_��q��DIA. 1/4°(6.4 mm) FACE OF ~ �57,2 mm) � FACE OF ~ �57,2 mm) � MOUNTING MOUNTING SPRINKLER � PLATE SPRINKLER PLATE FITTING FITTING 1/8" 1/8" (3,2 mm) (3,2 mm) � � j � j � ��- f � � � 1 MOUNTING MOUNTING T SURFACE SURFACE � 1-5/16"(33.3 mm) SERIES 1-5/16"(33,3 mm) CLOSURE SERIES CLOSURE TY-FRB 13/16"(20,6 mm) TY-FRB 1-1/16"(27,0 mm) FlGURE 6 FIGURE 7 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-P/ECE 3/4/NCH TOTAL ADJUSTM�NT W/TH TWO-P/ECE U2 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT 2.8 K-FACTOR, 1/2 INCH NPT 2-7/8"DIA. 2-7/8" DIA. (73.0 mm) 3!4"(19,1 mm) (73,0 mm) 1/2"(12.7 mm) 5i8±1/4" i 1/2±1/8" (15.9±6,4 mm) 2_1�q" DIA. 1/4"(6,4 mm) (12.7±3,2 mm) 2-1/4" DIA. 1/4"(6,4 mm) FACE OF � �57,2 mm) ~ MOUNTING FACE OF ~ �57,2 mm) ~ N10UNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1/8' 1/8" (3,2 mm) (3,2 mm) I I 1 � � � \ � MOUNTING I MOUNTING ' � � � SURFACE SURFACE SERIES 1-1/a"(31,8 mm) SERIES 1-1/4"(31,8 mm) CLOSURE CLOSURE TY-FRB 3/4"(19,1 mm) TY-FRB 1"(25,4 mm) F/GURE 8 F/GURE 9 SER/ES TY-FRB RECESSED PENDENT SER/ES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4/NCH TOTAL ADJUSTMENT W/TH TWO-P/ECE 1/2 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, i/2/NCH NPT 4,2 K-FACTOR, 1/2/NCH NPT Initial and frequent visual inspections of Responsibility lies with the owner for Care must be exercised to avoid dam- random samples are recommended for the inspection, testing, and mainte- age to the sprinklers -before, during, corrosion-resistant sprinklers to verify nance of their fire protection system and after installation. Sprinklers dam- the integrity of the corrosion-resistant and devices in compliance with this aged by dropping, striking, wrench material of construction. Thereafter, document, as well as with the appli- twist/slippage, or the like, must be annual inspections per NFPA 25 should cable standards of the National Fire replaced. Also, replace any sprinkler suffice. Protection Association (for example, that has a cracked bulb or that has lost Inspections of corrosion-resistant NFPA 25), in addition to the standards liquid from its bulb. (Ref. Installation sprinklers are recommended at close of any other authorities having jurisdic- Section). range, instead of from the floor level tion.Contact the installing contractor or Initial and frequent visual inspections of per NFPA. Inspection at close range sprinkler manufacturer regarding any random samples are recommended for questions. can better determine the exact sprin- corrosion-resistant sprinklers to verify kler condition and the long-term integ- Automatic sprinkler systems are rec- the integrity of the corrosion-resistant rity of the corrosion-resistant material, ommended to be inspected, tested, material of construction. Thereafter, which can be affected by the corrosive and maintained by a qualified Inspec- annual inspections per NFPA 25 shouid conditions present. tion Service in accordance with local suffice. requirements and/or national codes. , TFP171 � Page 9 of 10 2-7/8" DIA. 2-7/8"DIA. (73,0 mm) 3/4" (19,1 mm) ��— �73,0 mm) 1/2"(12,7 mm) 5/8±1/4" 1i2±1/S" � (15,9±6,4 mm) 2-1i4" DIA. 1/d" (6,4 mm) (12,7±3,2 mm) 2-1/4" DIA. 1/d" (6,4 mm) FACE OF ~ �57,2 mm) ~ FACE OF ~ �5�'2 mm) ~ MOUNTING MOUf`JTING SPRINKLER PLATE SPRINKLER PLATE FITI"ING FITTING 1/8' ��8� (3.2 mm) (3,2 mm) � �_ � 1 \ �— MOUNTING �l i MOUNTING l � SURFACE SURFACE CLOSURE SERIES 1-1%4"(31,8 mm) CLOSURE SERIES 1-1/�"(31,8 mm) TY-FRB 3�q^��g.� mm� TY-FRB 1"(25,4 mm) F/GURE 10 FIGURE 11 SER/ES TY-FRB RECESSED PENDENT SER/ES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4/NCH TOTAL ADJUSTMENT WlTH TWO-P/ECE 1/2 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2/NCH NPT 5.6 K-FACTOR, 1/2/NCH NPT 2-7/8"DIA. 2-7/8" DIA. 5/8±1/4" (73.0 mm) 3i4"(19,1 mm) 1/2±1/8° (73.0 mm) 1/2" (12,7 mm) (15,9±6,4 mm) 2-1/4" DIA. 1/4"(6,4 mm) (12,7±3,2 mm) 2-1/4"DIA. 1/4"(6,4 mm) � (57,2 mm) � � (57,2 mm) � MOUNTING FACE OF MOUNTING FACE OF p�,qTE SPRINKLER PLATE SPRINKLER / FITTING FITTING � 1/8" I li8" (3,2 mm) (3,2 mm) I � � � � � r MOUNTING MOUNTING � SURFACE l SURFACE 1 CLOSURE SERIES 1-5/16"(33.3 mm) CLOSURE SERIES 1-5/16"(33,3 mm) TY-FRB 13/16"(20,6 mm) TY-FRB 1-1116"(27,0 mm) F/GURE 12 F/GURE 13 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4/NCH TOTAL ADJUSTMENT WITH TWO-P/ECE 1/2/NCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT 8.0 K-FACTOR, 3/4/NCH NPT Inspections of corrosion-resistant sprinklers are recommended at close WRENCH range, instead of from the floor level RECESS per NFPA. Inspection at close range / WRENCH RECESS can better determine the exact sprin- / (END"A" USED FOR � kler condition and the long-term integ- 1/2" NPT MODELS) rity of the corrosion-resistant material, ' which can be affected by the corrosive conditions present. WRENCH RECESS (END"B" USED FOR 3/4" NPT MODELS) PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH FIGURE 14 SPRINKLER WRENCHING AREA W-TYPE 6 SPR/NKLER F/GURE 15 WRENCH lN-TYPE 7 RECESSED SPRINKLER WRENCH • � TFP171 Page 10 of 10 P/N 57 - XXX - X - XXX SPRINKLER TEMPERATURE MODEL/SIN FINISH RATINGS 330 2.SK UPRIGHT(1/2"NPT) TY1131 � NATURAL BRASS 135 135°F(57°C) 331 2.SK PENDENT(1/2"NPT) TY1231 4 WHITE POLYESTER 155 155°F(68°C) 340 42K UPRIGHT(1/2"NPT) TY2131 g WHITE(RAL9010)' ��5 175°F(79'C) 341 4.2K PENDENT(1/2"NPT) TY2231 g CHROME PLATED 200 200°F(93°C) 370 5.6K UPRIGHT(1/2"NPT) TY3131 � LEAD COATED 286 286°F(141°C) 371 5.6K PENDENT(1/2"NPT) TY3231 390 S.OK UPRIGHT(3/4"NPT) TY4131 391 8.OK PENDENT(3/4"NPT) TY4231 360 8.OK UPRIGHT(1/2"NPT) TY4831' �Eastern Hemisphere sales only. 361 8.OK PENDENT(1/2"NPT) TY4931' raaiE o PART NUMBER SELECTION SER/ES TY-FRB PENDENT AND UPR/GHT SPRINKLERS L- - responsible for sprinkler system design Ord�rin �m�fed errors or inaccurate or incomplete infor- � 1Narranty mation supplied by Buyer or Buyer's procedure representatives. Products manufactured by Tyco Fire �n no event shall TFSBP be liable, in Contact your local distributor for Suppression & Building Products contract, tort, strict liability or under availability. When placing an order, (TFSBP) are warranted solely to the any other legal theory, for incidental, indicate the full product name and Part original Buyer for ten(10)years against indirect, special or consequential dam- Number(P/N). defects in material and workmanship ages, including but not limited to labor when paid for and properly installed charges, regardiess of whether TFSBP Sprinkier Assemblies with NPT and maintained under normal use and Was informed about the possibility of Thread Connections service. This warranty will expire ten such damages, and in no event shall Specify: (Specify Mode�lSlN), Quick (10) years from date of shipment by TFSBP's liability exceed an amount Response, (specify K-factor), (specify TFSBP. No warranty is given for prod- equal to the sales price. temperature rating), Series TY-FRB ucts or components manufactured by s�ecif Pendent or U ri ht S rinkler companies not affiliated by ownership The forepoinp warranty is made in lieu � � Y � g � p with TFSBP or for products and com- of any and all other warranties.express with (specify type of finish or coating), ponents which have been subject to or implied includinc�warranties of iner- P/N (specify from Table D). misuse, improper installation, corro- chantability and fitness for a particular Recessed Escutcheon: sion, or which have not been installed, �urpose. Specify: Style (10, 20, 30, or 40) maintained, modified or repaired in This limited warranty sets forth the Recessed Escutcheon with (specify') accordance with applicable Standards exclusive remedy for claims based on finish, P/N (specify'). of the National Fire Protection Associa- failure of or defect in products, materi- tion, and/or the standards of any other als or components,whether the claim is Sprinkler Wrench Authorities Having Jurisdiction. Mate- made in contract,tort,strict liability or Specify: W-Type 6 Sprinkler Wrench, rials found by TFSBP to be defective any other legal theory. P/N 56-000-6-387. shall be either repaired or replaced, at TFSBP's sole option. TFSBP neither This warranty will apply to the full Specify: W-Type 7 Sprinkler Wrench, assumes, nor authorizes any person extent permitted by law.The invalidity, P/N 56-850-4-001. to assume for it,any other obligation in in whole or part, of any portion of this �Refer to Technical Data Sheet TFP770. connection with the sale of products or warranty will not affect the remainder. parts of proclucts.TFSBP shall not be Copyright OO 2007-2010 Tyco Fire Suppression&Buildi�g Products.All rights reserved. Fire Ss�ppression & Building Prodcicts Technical Services 800-381-9312�+1-401-781-8220 www.tyco-fire.com S�ries DS-�i D�y-Typ�e Sprinklers 5.6K eP�r�r�en#, tlp�ight� and Ht��iz�nt�l Si�leyvall S#�nr�ar�l f�es��r�s�e, Standar+d C�v��agE r±►��i„�) the standards of any other Authorities —�„� �� Having Jurisdiction. Failure to do so ��C�,,�� may impair the performance of these 3 devices. TYCO Series DS-1 Dry-Type Sprinklers, Owners are r�sponsible for maintaining 5.6K Pendent, Upright, and Horizontal their fire protectior,sys±sm and devices Sidewall, Standard Response (5 mm in proper operating condition. The Bulb) and Standard Coverage, are ins.*allingcontractororsprinklermanu- decorative glass bulb automatic sprin- facturershould be contacted with any klers typically used where: questions. • pendent sprinklers ar� required on Series DS-1 Dry-Type Sprinklers must �- dry pipe systems that are exposed to only be installed in fittings that meet fraezing temperatures; for example, the requiramer,ts of the Design Criteria sprinkler drops from unheated s2ction. "� portions of buildings _ • sprinklers and/or a portion of the ��pr�nkl�r connecting piping may be expos2d to �� freezing temperatures; for example, ��.a��(±,at'�j�� i�'�� sprirkler drops from wet systems �',�;.� into freezers, sprinkler sprigs from �yum�ers (�IN�) :� wet syst2ms into unheated attics, or ' ; horizontal piping extensions through TY3255- Pendent ��` a wall to protect unheated areas of a TY3155- Upright building such as loading docks,over- TY3355- Horizontal Sidewall hangs,and building exteriors Finishes � Sprinkler: Natural Brass, Chrome • sprinklers are used on systems that ��(��f�i�� Plated,White Polyester are seasonably drained to avoid Dat� Escutcheon: NJhite Coated, Chrome freezing;for example,vacation resort Plated, Brass Plated areas Approvals Physical Characteristics r'T� � UL and C-UL Listed Inlet. . . . . . . . . . . . . . . . . . . . . Copper FM A roved p Series DS-1 Dry-Type Sprinklers pp Plug . . . . . . . . . . . . . . . . . . . . Co per described herein must be installed LPCB Approved: Ref No.094a/11 Yoke . . . . . . . . . . . . . . Stainless Steel and maintained in compliance with this CE Certified: EN 122.59-1 document, as well as with the appli- NYC Approved under MEA 352-01-E Casing . . . . . . . . . . . . . . . Galvanized Carbon Steel cable standards of the Nationa/ Fire Refer to Table A. Insert . . . . . . . . . . . . . . . . . . . Bronze Protection Association, in addition to Maximum Working Pressure Bulb Seat . . . . . . . . . . Stainless Steel 175 psi (12,1 bar} Bulb Glass . . . . . . . . . . . . . . . . . . . . . . IMPORTANT Inlet Thread COnneCtions Compression Screw. . . . . . . . Bronze Always refer to Technical Data Sheet TFP700 for the "INSTALLER 1-inch NPT(Standard Order) Deflector. . . . . . . . . . . . . . . . . Bronze WARNING"that provides cautions ISO 7-R1 Frame. . . . . . . . . . . . . . . . . . . Bronze with respect to handling and instal- Discharge Coefficient Guide Tube. . . . . . . . . Stainless Steel lation of sprinkler systems and K=5.6 GPM/psi�? Water Tube. . . . . . . . . Stainless Steel components.Improper handling and ,,, installation can permanentlydamage �a0,6 LPM/bar -) Spring. . . . . . . . . . . . . Stainless Steel a sprinkler system or its compo- Temperature Ratings Sealing Assembly. . . Beryllium Nick21 nents and cause the sp�ink/er to fail Refer to Table A. w/Teflon' to operate in a fi�s situation or cause Escutcheon . . . . . . . . . .Carbon Steel it to operate prematurely. `DuPont Registerec Trademark Pa�e i of 10 MAY 2011 TFP500 TFP500 Page 2 of 10 TY3255 Pendent TY3255 Pendent TY3355 Horizontal Sidewall ��'th±op of Daflactcr-to-��eiling �,vith Standard �,vith Standa;d Escut�heon dis:ance of�to 12 inches Racessad Escutcheon (Figura 51 (100 to 300 mrol (Flgur=3) �r�ith Stardard Escutcheon with bVida Flange with Deap Escutchaor (Figur2 9) Racessed Escutcheon �Figure 6i (Figur��; without Escutchaon �,vith D2�p Escut�haon Temperature Bulb Color (Figure 7) (Figure�0) Rating Code TY3155 Upright �roithout Escutchaon (Figura 13) without Escutch2on (Figur�81 SPRINKLER FINISH Natural Chrome White Natural Chrome White Natural Chrome Whit� Brass Plated Polyester Brass Plated Polyester Brass Plated Polyester 135'F(57�C) Orange 1�5'F(68'C) R2d 1,2,5 1.2,3, d,5 1,2,�,5 1`.?`,3",4, � 1',2',-1.5 1,2.3.j 175'F(79'C) Yeilow 200'F(93'C) Green a,s 286'F(141'C) BIu2 N'� 3o0°F(l82'C) Mauve N/A 1`,2`,5 N/A Notes 4. Loss Prev�ntion Certification Eoard and CE conformity 1. Listed by Underwriters Laboratories, �nc.(maximum orJer app�y to thes2 temperature ratings oniy length of 48 inches) 2. Listed by UnderN�rit�rs Laboratories for use in Canada �• Approved by the City of New York under MEA 352-01-E (maximum order length of 48 inches) Light and Ordinary Hazard Occuparcies Only 3. Approved by Factory Mutual Research Corporation " Light Hazard Occupancies Only (maximum order length of 48 inches) N/A-Not Available TABLE A S�RfES DS-1 STANDARO RESPONS�, STANDARD COVFRAGE,DRY-TYPE SPRINKLERS — LABORATORY LISTINGS AND APPROVALS — PLUG WITH INLET SEALING ASSEM6LY YOKE SPRWG INLET BA�VD NlRENCH RECESS NJATER TUBE CASING _� i � % GUIDE INSERT WRENCH �, �/ , TUBE FLAT � � � BULB � SEAT FRAPr1E PUSH NJRENCH IN TO ENSURE 5 mm BULB ENGAGEMENT �/ENT HOLE � V�/ITH SPRINKLER N/RENCHING AREA COMPRESSION DEF�ECTOR SCREb�/ FIGURE 1 FIGURE 2 SERIES DS-1 STANDARD RESPONSE DRY-TYPE SPRINKLERS w_ryp�7 SPRINKLER WRENCI-1 —ASSFMBLY— TFP500 Page 3 of 10 -- SPRI�IKLER FITTIi IG SPRII`JKLER riTTI��IG SPRINKLER FITTIPi�� (REFER TO DESIGN iREFER TO DESIGi J (REFER TO DESIGN CRITtRIA SECTION) CRITERIA SECTIOi l) CRITERIA SECTIO(�1) � �� FACE OF � FACE OI= ` \ SPRINKLER '�. FACE OF SPRINKLER \ SPRINKLER. �� F�TTING � FITTING �' � FITTING �' � - — 1—�— �— ORDCR LENGTNS: 3-1/2' Dla. � ORDER LENGTHS: 1'2'to�6' ��1a3.9 mml� ORDER LENGTHS: 3-31�'to�18' 12,7 to 110'8.-�mm) ! ' � 2-3i�'to-l8" 1-3;-�' DIA. � 1 2-1:2' Dla. (�5.3 to 1219.2 mm) IN 1/-t'(6.�mm) (63.5 mm) (09.9 to 1219.?mml (1-1,5 mml IM 1/d"(6.a mml 2-1/a' DIA. INCREME�TS � �----i IM 1id' (6,�mm) '�� INCREP.IENTS (57,2 mm) � �; ;,, INCRENiENTS �� FACE OF � FACE OF / /� CEILING I � I � i �� CEILING FACE OF � �� CEILING � � � 4-1/=t"�1%'8' (',08,0 t 3.2 mm) , I 2-7l8" DIA. � � 3' Di�. 1-3i8" t 1;8" (73,0 mm) 2-3;16" ± ti8" � �7B?mmj (3�3,9±3,2 mm) �_.----� (55,6�3,2 mm) ��.__----�— F1GUR�4 FIGURE 5 FIGURE 3 PENDENT TY3255 PENDENT TY3255 PENDENT TY3255 W1TH STANDARD N/ITH DEEP ESCUTCH,EDN WITH STANDARD ESCUTCHEON RFCESSED ESCUTChIcON —T S?RINKLER FITTING TOP OF (REFER TO DESIGN DEFLECTOR CRITERIA SECTION) FACE OF \ SPRINKLER FITTING - _ ORDER LENGTHS: \_��- - � _- 5' to 48" (127,0 to 1219,2 mm) IN 1;=1'(6.�3 mm) ORDER LENGTHS: INCRENIENTS 5' to�S' (127,0 to 1219.2 mm) IN 1/4' (6,�mm) INCREMENTS FACE OF SPRINKLER j FITTING _ � _ N1INIMUM -J 1-3i4� (4�,5 mm) �` DEFLECTOR SPRINKLER FITiING TO CEILING (REFER TO DESIGN � CRITERIA SECTION) FIGURE 6 FIGURE 7 P£NDENT TY3255 UPRIGHT TY3155 WITHOUT ESCUTCHEON WITHOUT ESCUTCHEON TFP500 Page 4 of 10 �j3�'1'c�t1Dt'l ��Vhen TYCO Sarias DS-1 Dry-Typ2 CRDER�E>IGTHS: Sprinklers ar� in service, water is 2-3;�' to�s'(69.9 to 12�9.2 mmi pravenied trom antaring the assembly i�� ; a�io.�;�,m�iriC�E�,iL�,�TS :t� � �'8� by the Plug �vith Saaling Assambly `----�iot.5 t 3,2 mm� (Figur2 1) in the Inlet of the Sprinkler. �� F,��E OF F�.CE OF � �-3��-��' D�� Tha glass bulb contains a fluid that � SPRI�KLER �;IOUNTING —J, 1��,5 mm1 I expands��ihen exposed to heat.V�/hen � FITTING SuRFaCE �; _�i the rated temperature is raached, the i \ � � fluid �xpands sufficiently to shatter -- � 1 � 3' Di�a. the glass bulb, and the Bulb Seat is � I��'�i� —�—,} 1 (io.2 mm) released. �i��li��l' � � � The comprassed Spring Is then abla `_� � 3�� j � to expand and push the Watar Tube as \ � � � � well as the Guide Tube outvvard.This SPRI�1KLER.FITTING (REFER TO DESIG�J \ CE?1TERLINE 5i10' action simultaneousiy pulls in�var CRITcRIA SECTIONj OF VVATcR�i`/AY (��9 rr�� on the Yoke, withdra�roing the Plug with S2aling Assembly from the Inlet, ailovving the sprinkler to activata and FJGURE 8 flow wat�r. TY3355 HORIZOPITAL S/DcWALL WlTH STATJDARD ESCUTCH�ON ��$�� "1"��''1'�1� ORDER LE�uGTHS: F�CE OF TYCO Series DS-1 Dry-Type Sprinklers 1i2"to 45-3�d'(�2.7 to 11o2,t mm) N10UNTI��G ar2 intand2d for use in fire sprinkler IN 1r'a'(6.-�mm)INCRENiENTS SURFACE �_��i1o� =�;3� systams designed in accordanc2 �'-(122?t 3.2 m��,> with the standard inst�llation rules �2_1;?� Dia. recognized by the applicable Listing I� or Approval agency; for example, UL � FACE OF � (63.5 mrn) Listing is based on NFPA 13 requira- �SPRINKLER \ � FITiING �� ments. For more information on i LPCB Approval, contact TYCO Fire - � I � � 3-1;?� DiA. Suppression&Buiiding Products at the � � ' -----� i (88,9 mm) follo�Ning office: I I,'ll� ` 3�; � I Kopersteden 1 � � j 7547 TJ Enschede SPRINKLER FITTING \ The Netherlands (REFERTODESIGN � CENTERLINE ��%10� Te1:+31-(0)53-428-4444 CRITERIA SECTION) OF�VATERbVAY (�,9 mm) Fax: +31-(0)53-428-3377 Sprin�Cler Fittings FIGURE 9 Install 1-inch NPT Series DS-1 Dry-Type TY3356 HORJZONTAL SlDEWALL WITH DEFP ESCUTCHEON Sprinklers are to be installed in the 1-inch NPT outlet or run of the foilowing fi'tings: • matieable or ductile iron thr�aded t2e fittings that meet the dimen- ORDER�ENGTHS: sional r�quir2ments of ANSI B16.3 ��.---5-1i2''to�3'(139,7 io 1219?mm)'--"—'� ClaSS 150) �N 1/=1' (6.4 mm)INCREi�dE�1TS � fvIINID,IUti�I ( 2-1/�1"(57,2 mm) . cast iron threaded t2e fittings that �_-----�DEFLECTOR TO meet the dimensional requir2ments FACE OF MOUNTING of ANSI B16.4 (Class 125). SPRINKLER SURFACE FITTING Do not install Series DS-1 Dry-Type � � Sprinklers into elbow fittings.The Inlet _ of the sprinkler can contact the interior � � of the elbow. �5� � The unused outlet of the threaded tee is ` Si16" -� � (�.9 mm) p�u99ed as shown in Figure 12. SPRINKLER FITTING CE�JTERLINE You can also install Series DS-1 (REFER TO DESIGN OF N/ATER`NA'( Dry-Type Sprinklers in the 1-inch NPT CFiITERiA SECTIOPJ) outlet of a GRINNELL Figure 730 Mechanlcal Tee. However, the use of the Figure 730 T�e for this arrang°ment FIGURE 10 is limited to wet pipe systems. TY3355 HORIZONTTAL SlDEWALL WITHOUT ESCUTCNEON . TFP500 Page 5 of 10 T2mperatures for Heat2d Area� Ambient Temperature 40,F(�>C� 50'F(10'C) 60'F(io'C) Exposed tsPrinkher ge End of osed Barrel Length, Inch>s(mm)'- Minimum Exp 0 0 0 p .i0'F�a"Cl p � 0 3��F f-��C1 0 4(100) p 20'F(-i'Cl � 1 (251 g(2001 p 10'F(-12'C) 3(7�j 12(305) 1 (25) 0'F(-18'CI �(1001 1�(3��) 3(751 _10�F(-?3�C) 6(150) 1�(3051 �(100) -20'F(-29'C) 8(200) �}(100) lo(d05) -30'F(-3-� C) g(200) 1 S(4�5) 6(150) -=10'F(-�0'Cl 10(255) 20(510) 6(150) -50'F(-a6'C) 10(255) -60'F(-51'C) 20(510) Notes 1. For pretacted area t2mperatures that occur bet��reen values iatod ah)`�z!us'the rext cooler t�mpera ura. � T�ese lengths ar>irclusiv�of wlnd velocities up to 30 mp ( TABLE 8 EXPflSED S��U 1 RECOMM�NDED LENGTHS YS��S For protected ar°a temperatures + ' bet�ni°en those given above, the The configuration sho�Nn In Figure 13 rninimum r., licabi2 for wet pipe systems �commended length from is only app Do not install S2ries DS-1 Dry-Type �vher� the sprin�cler fitting and wat�r- Sprinklers into any otner type fittmg the face of the fitting to the outside of the protected area may be determined filled pipe abov°the sprinkler fittirg ar� �vithout first con�ultiny the T chn�icaa by interpolating betw°en the indicat2d not subject to freezing and where the a��icps Department. Fa��sult i�nUOne of ��lues. length of the Dry-Type Sprinkler has the ro riate fitting ma/ minimum exposure length deplcted in the following: Ciearance SpaCe Figur2 11. Refer to the Exposure Length . Failure of the sprinkler to operate prop- In accordance �niith Section 8 W en section. erly due to formation of ice over the of the 2010 edition of NFPA 13, For wet pipe system installations of Inlet Plug or binding of the Inlet Plug. connecting an area subject to freezing Insufficient engagement of the Inlet and an area containing a vvet pipe 1-inch NPT Ser�es DS-1 Dry-Type • p�pe_threads with consequentleaka e. Sprinklers connected to CPVC piping, 9 sprirkler systam,the clearance space around the sprinkler barrel of Dry-Type use only the following TYCO CPVC prainage Sprinklers must be sealed. Due to fittings temperature differences between two • 1" x 1° NPT Female Adapter (P/N In accordance wlth the minimum areas, the potential for the formation requirements of the National FIr2 of condensation in the sprinkler and 8014�) Protection Association for dr/ p�pe is increaszd.If • 1" x 1" x 1" NPT Sprinkler Head Sprinkler systems, branch, cross, and subsequent ice build-up Adapter Tee(P/N 80249)• feed-maln piping connected to Dry this condensation is not controlled,ice For dry pipe system installations, usa Sprinklers and subject to fre°zing build-up can occur that might damage itched for rinkler and/or prevent only the side outlet of maximum 2-1/2- temperatures must be p the dry-type sp inch reducing tee when locating Series proper drainage. prope�operation in a fir2 situatio�inkler DS-1 Dry-Type Sprinklers dlrectly Exposure Length Use of the Model DSB-2 Dry Sp below the branch line. Otherwise, use When using Dry Sprinklers in wet pipe goot,described in technical data sheet s rinkler systems to protect areas TFP591 and shown in Figur2s 14 and the configuration shown in Figure 12 to p 15. can provide the recommended seal. assure complete water drainage from subject to freezing temperatures, use above Series DS-1 Dry-Type Sprinklers Table B to determine a sprinkler's and the branch line. Failure to do so appropriate exposed barrel length may result in pipe freezing and water to prevent water from freezing in the damage. connecting pipes due to conduction. The exposed barrel length measure- ment must be taken from the face of the sprinkler fitting to the surface of the tor he heated areatl R�hatto Figp�e 1a for an example. TFP500 Page 6 of 10 RUN Q OUTLET Tp�,y�T SIDE F.aCE OF � PLUGGED S'fSTE��I OUTLET SPRINKLER = PLUGGED FI�fli;G �SPRINKLER � 1 FI�ING � � EXPOSURE TO DRY ;.S�E DESIG��I LE�iGTH SYSTEirI �RI i ERIA � iSEE DESIG`1 S�CTION) SPRI�iKLER � CRITERIA D5B-2 FITi ING CSo-� � D56-? INTr�1DED SEE DESIG11 INTE�IDED S�CTIO�iI ' � �„�"L�1pED FOR FREEZER ( FOR FREEZ�R FOR FREEZER STRUCTURES CRITERIA • �v SECTION) STRUCTURES� STRUCTURES i �� i 'V � FIGURc 12 FIGURc i3 F/GURE 11 SPR1NiCLER FITTJNG SPRlNKLER FiTTING — EXPOSURE LENGTN — — UNNFATED AREA — _ HEATED AREA — STRAP TIES 1-3,'�' DIA. (ENDS ON (34,5 mm) OPPOSING CLEARA�iCE WSULATED SIDES OF HOLE FREEZER BOO� STRUCTURE ADHESIVE DSB-2 BOOT / � ADHESIVE �SB 2 � BOO\ i 1-3i4' DIA. I � � (�1-1.5 mmj I CLE,ARANCE ��\ � HOLE 1 , j \\ \ INSULATED 1 FREEZER 1 / STRUCTURE STRAP TIES DS-1 DS-1 (ENDS ON SHOV�IN WITH SHOWN WITH ppPOSING STANDARD STANDARD SIDES OF ESCUTCHEON ESCUTCHEON 8001� FIGURE 14 FIGURE 15 MODEL DSB-2 DRY SPRINKLER MODEL DSB-2 DRY SPRINKLER BOOT WITH PENDENT SERIES g00T WITH SIDEWALL SERlES DS-1 DRY-TYPE SPRINKLER DS-i DRY-TYPE SPRINKLER TFP500 Page 7 of 10 ) /) I`lote:!f sprirkr2rramc�ial bacor;�es N�`�ai repaint factory-paintad Cov�r i J��t�ll t�� necessary, ramove the sprinkler Plates. �Vhen recessary, r°place , u;;ng t�^e sa�^'�2 wr�nching methvd cover plat�s with factory-pain�ad TYCO Sai ies DS-1 Dry-Type Sprin�clers noted above. Sprinkler r�mou�l units. Non-factory applied paint can must be installed in accordance �vith �� e��e� �vhen a non-hardaning adv�rsely delay or pr�vent sprinkler the followiny instructions. ;�alant was usad and torque guide- operation in the event of a fire. � lines were followed. After r?moval, Reolace sprinkl2rs that: • inspect the sprinkler for damage. . ,�,ere damaged by dropping,striking, Series DS-1 Dry-Ty,ne Sprinklers must � q�rzr installing the ceiling or Uvall and wrench twisting,wrench slippage,or only be insta!led in fi!.'rngs that m,�ec applying a ceilirg finish,slid�on the the like. the requirements of the Design Criteria outer piece of tne Escutcheon urtil � ,Nere modified or over-heated. sectron. R2f2r to the Design Crit�ria �t comes in contact N�ith the ceilingi section for other important raquire- �,J311. Do not lift the ceiling panei out . have cracked bulbs or have lost liquid menis r�garding piping dasign and of its normal position. from the bulbs.Refer to the Installation sealrr,y of the clearance s�ace around Section in this data sheet. the Sprink!er Casing. bVhen using the Deep Escutcheon, Do not install any bulb type sprinkier if hold the outer piece in contact�vith . are leaking or exhibiting visible signs the mounting surface (ceiling or of corrosion. the bulb is cracked or th2r�is a loss of �vall). Then rotate the inner piece Responsibility lies�vith o�vners for the liquid from the bulb. VVith the sprinkl2r approximately 1/�1 turn with respect insp2ction, t2sting, and maint2nanc2 of held horizontally, a small air bubbie to the out�r piece,to hold the Deep their fira protection system and devices should be present.The diameter of the Escutcheon firmly tog�th�r. in complianc2 with this document, as air bubble is app�oximataly 1/16 inch well as with the applicable standards of (1,6 mm)for the 135'F(57°C) rating to 1i8 inch (3,2 mm)for the 360'F (132 C) �ar� anc� the National Fira Protzction Association rating. (for example, NFPA 25), in addition to ��#��(±� the standards of any other Authorities Obtain a leak-tight 1-inch NPT sprinkler Having Jurisdiction. The installing joint by applying a minimum-to- TYCO Series DS-1 Dry-Type Sprinklers contractor or sprinkler manufacturer maximum torque of 20 to 30 ft. Ibs. must be maintained and serviced shoul�t be contacted relative to any (26,8 to 40,2 Nm). Higher levels of in accordance vvith the following questions. torque may distort the sprinkler Inlat instructions. Automatic sprink!er systems are r2com- vvith consequent leakage or impairment mended to be inspected, tested, and of the sprinkler. � maintaired by a qualified Inspection Do not att�mpt to compensate gefore closir,g a fire protectior system Service in accordance �vith local for insufficient adjustment in an Escutcheon Plate by under or over- main control valve for maintenance requirem2nts andior national co as. tightening the Sprinkler. Re-adjust the work on the fire protection system position of the sprinkler fitting to suit. that it controls, obtain permission to shut down the affected fire protaction 1. Install pendent sprinklers oniy in systems from the proper authorities the pendent position; install upright and notify all personne/ who may be sprinklers only in the upright posi- affected by this action. tion. The deflector of a pendent or Abs2nce of the outer piec2 of an upright sprinkler is to be parallel to escutcheon, which is used to cov�r a the ceiling. ciearance hole, may delay the time to Install horizontal sidewail sprinklers SP�inki�r operation in a fire situation. in the horizontal position with their centerline of�vaterv�iay perpendic- A Vent Hole is provided in the Bulb Seat ular to the back wali and parallel to (Figur�1)to indicate if the Dry Sprinkler the ceiling. Ensure the word "TOP" is remaining dry. E�✓idence of leakage on th2 Defl�ctor fac2s the ceiling. from the Vent Hole indicates potential leakage past the Inlet seal and the need 2. V�/ith a non-hard�ning pipe-thread to rzmove the sprirkler to detarmine sealant such as Teflon applied to the cause of leakage; for example, an the Inlet threads, hand-tighten the improper installation or an ice plug. sprinkler into the sprinkler fitting. Close the fire protection system control 3. Wrench-tighten the sprinkler using valve and drain the system before either: removing the sprinkler. • a pipe wrench on the Inlet Band or Exercise care to avoid damage before, the Casing(Figure 1). during, and after installation. Never • the W-Type 7 Sprinkler NJrench on paint, plate, coat, or otherwise alter the Wrench Flat(Figure 2). automatic sprinklers after they leave the factory. Apply the V�Jrench Recess of the V�/-Type 7 Sprinkler Wrench to the VVr2nch Flat. ^UuPont Hagist2r�c Trademar�c TFP500 Page 8 of 10 �.11i'�1�'f't� ��'��'%/7� �a1'�'r�11��'� �1'flCE'1�i��'+�? Products manufactured by Tyco Fire Contact your lo�al di�n o��c°YrfOndicatla Suppression and Building Products abillty.�`��r�duct �nama, including (TFSBP) are warranted solely to the tha full p original Buyer against defects in des�ription and Part Numne�lP%N). material and workmanship when paid pry Sprinklers for and properly installed and main- DS-1, Standard Respons� , Standard tained under normal use and service. V`Jhen ordering 5.6 K-Factor enes This warranty will expire twelve (12) a 5 mr-, gulb), Dry-Type months from installation or eighteen Cov.,rage ( (18) months from delivery, Whiven for ollto�ng nforprationr� SP�c'�� tha occurs first. No warranty is g products or components manufac- , N�o�zl;SIN ri ht TY3155,or tured by companies not affiliated by Pzndent TY325�,�P 9 ownership with TFSBP or for products Horizontall Side�riall TY3355 and components which have been Deflector Sryle subject to misuse, improper instal- • lation, corrosion, or which have not , prder Length been installed, maintained, modified Dry-Type Sprinklers are furnished or repaired in accordance with app�i- based upon Ord�r Length as cable Standards of the National Fire measured per Figures 3 through 10, Protection Association, and/or the as appllcable.After the measurement standards of any other Authorities is taken, round it to the nearest 1/=1 Having Jurisdiction. Materials found bY inch increment. TFSBP to be defective shall be either Inlet Connections repaired or replaced, at TFSBP's sole ' 1-inch NPT or ISO 7-R1 option. TFSBP neither assumes, nor authorizes any person to assume for � Temperature Rating it, any other obligation in connection � Sprinkler Flnlsh with the sale of products or parts of products.TFSBP shall not be respon- , Escutcheor Sty�e and Finish, as sible for sprinkler system design errors app�icabie or inaccurate or incomplete ineo s mation supplied by Buyer or Buy . Part Number from Table B. Part representatives. numbers are for 1-inch NPT standard In no event shall TFSBP be liable, in order sprinklers. Orders for all other contract, tort, strict liability or under sprinkler assemblies must be accom- any other legal theory, for incidental, panied by a complet�description. indirect, special or consequential rinkler V�Irench damages, including but not limited to Specif V�/-Type 7 Sprinkier VVrench, labor charges, regardless of whether Sp Y TFSBP was informed about the possi- P/N 56-850-4-001. bility of such damages, and in no S rinkler Boot rinkler event shall TFSBP's liability exceed an Specify Nlodel DSB-2 Dry Sp amount equal to the sales price. goot, P/N 63-000-0-002. This Part The fore oin warrant is made in lieu �umber includes one Boot,t�,vo Strap of an nd all other warranties,ex� Ties, and 1/3 oz. of Adhesive (a suffi- or im lied includin warranties of cient quantity for installing one boot). merchantabilit and fitness for a ap rtic_ ular q�e• This limited warra for clalmsrbased exclusive remedy on failure of or defect in products, materials or components,whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full extent permitted by�aW•To tion ofah s in whole or part, of any p warranty will not affect the remainder. . TFP500 Page 9 of 10 P/N` 60 - XXX - X - XXX SPRINKLER ESCUTCHEON MODEL/SIN FINISH FINISH(1) Pendent with Standard TY3255 � NATURAL BRASS WHITE 96 Escutcheon(1"NPT) (Figure 3) Pendent with Deep TY3255 y y�/HITE POLYESTER WHITE 93 Escutcheon(1"NPT) (Figure 5) Pendent with Standard TY3255 g CHROME PLATED CHROME 9' Recessed Escutcheon(1"NPT) (Figure 4) Pendent withaut TY3255 p CHROME PLATED WHITE g� Escutcheon(1"NPT) (Figure 6) 2 NATURAL BRASS BRASS PLATED Sidewall with Standard TY3355 9� Escutcheon(1"NPT) (Figure 8) Sidewall with Deep TY3355 �3 Escutcheon(1"NPT) (Figure 9) TEMPERATURE ORDER Sidewall without TY3355 RATING(2) LENGTH(3) 5� Escutcheon(1"NPT) (Figure 10) p 135'F(57'C) 055 5.50" Upright without TY3155 1 155'F(68'C) 082 8.25" 98 Escutcheon(1"NPT) (Figure 7) 2 175'F(79'C) 180 18.00„ 3 200'F(93'C) 187 18J5" MOtes ' Usa Pr2fix `'I" for ISO 7-R1 Connection; for example. I-60-961-1-180). a 286'F(141'C) 372 3725" 1. Escutchzon Finish applies to sprinklers provided vvith a8.o0" escutcheons. 5 360'F(182'C) 480 2. 28o'F(141'C)and 3o0'F(182'C)temperatur2 ratings apply to non-r�cesszd sprinkler assamblies. 3. Dry-Type Sprinklers ar2 furnished based upon "Order Length" as measured per Figures 3 through 10, as appli- cable, and for each individual sprinkler where it is to be installed. Afrer the measurement is taken, round it to the nearest 1/d inch increment. TABLE C SER/ES DS-1 STANDARD RESPONSE, STANDARD COVERAGE, DRY-TYPE SPRIN�tLERS — PART NUMBER SELECTION — TFP500 Page 10 of 10 Copyright O 2007,2011 Tyco Fire Suppression&Building Products.Ail rights reserved. ? y .. � ,g:x } } t t"`��i k�8 ': �a�;-3h' �t ;�' n;;@i,,,.$.'a��S�a� �^ � . y . .°t � .. i tiY kMt�' aT ; ��l"` ��y., � �'�` rt� �}��,y' .�+�.�'��.. 4.�". � f F '�-�r 1sC��a��f3�� X �`t � ��`�� } ik -_ T r, ,�R �* ��:� �1� _.. ♦ 4'ex�v�n�..xc. ;rs�� e 1�'� 't` k� eT"..,Ab�`��,x � §!.�`i �� . �:i ;�.u��e,�; .c�.,�asc�.r�-�Ga��.:�s�i s .� y��*xt`�ia``� 2� "s.�e"i a KiM1}s�, s�'�. i+'�R�4 .a K. .c.. YSro�:��;� ��'f��e�C� x�� r#d�;: �„�, t p" ..:;G x TI y� x r S+c..a` �.4 �M� ;:: � ' :`• �� M. YS ` � `� - �� ' i• ' �..�.1,. � ' t y�l . �� s�,..�, .. . 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" � O��ey� e[t..��1 G >C..�, ��S ti "l �. �y' .�'''. '�� f y �� .. � :.. �Y'y_ .pb• �,��'v�£'^"rC^'a � -'.0 F f P�N. -� �'Y4 �f ` �� _ �4 Y Y i ': �.l'i7 � �� t :� 1 2�+. �'� � �''Mr/� �' °3.Y�`v, "`>�y�� 1��_ .�,n � ,< �L '� v.1j G '�' �. � v � �� -�--".h.�. ; ��. � � �� CL�� ^�'e` L ' � .`.b�;<'� " . www_ifwbuildex.com t B00-BUtLDIX ° �r.a _ � � � ""'�`'�'="'� '.'- , ` ' ' ' �� ` -� �, '� , �.�+`-�; �;� ;, .�, �- `' �� ,6F� ��.�, ��:., � � �,�,��.�,.:>„ � � t� ,�.� • � si ,� ��T�T� Pip e Flashin s ��; rn ` � . -E---DEKTtTE The originai flexible pipe flashing system wlfh a 2Q year warranf,v. � Our SAMMYS�have provided artchorirrg solutions for decades. --�� --� -- '~ �_ � r��>~ =� - � Count on ou�Dektife'pipe f(ashings to provide the same reliability for your dry � 'L��E � pendart sprink(er instaliations. Fast,Easy to Use,aRd Durable! �� • - ;�0� Usit w�v�v.itwbui l dexcom for details. . � t � � . �. . . .. �. � " . � .. .. . . . 4 +IJ Applica#ions j ` INSULATEtf : � � � Fire ProtecficniPlumbing,Heat:ng,A;r Condiiioning, Electrica(ard Exhaust Uen�s. FREEZER ' � � � ............................... .......................................... STRUCTURE _ �� Product Feafurss � ` _ �� -_ -� _. � 1,1ade o`long li�e,flexible,�veatnerproo�gray EPDP�1 rubber or red silicone. �� ;� -� � .r� EPDP�and silicone wi(I nct crack or brea�c. =`�� y � t � � Pi e diGmeter mar'�cir s are clearl indicated for accurate fittin . '��''F-DRY SPRINKLER P 9 Y� � ��--�� ,�-.�.,,, � Desigred for 1!4"t�2�"diameter pipes. °�=-- � .,� One piece cor.�strucfion is easy to ins�ai�. Produet Speeifieations � � EPDM has a continuous servica tempe�ature range of•65'F to+25Q'F. Materials.................... EPDM-Standard and Retrofit :�. Silicone has a continuous ser�ic�temp2rature!ange of-?0'F to+350'F. Silicon2-High Temperature .................................................................................................................................... Selector Guide Dektite Flashing Guide , Part No. Descri tion Pi e Qutside Diamefer Dekfite Base Diamefer Dektite Hei ht Box Qty 4G019i0 Mini 1;4'•t-1!S" 3-1r`2" 1-3i4" � 2Q 4003°10 1 1?4"-2" 4-3/4" 3" ,0 4fl0491Q 2 1-3�'4"-3-1�'4" o-1ia" 4" 10 Recommended Sealant: Chemseco Sikaflex�sealant,part number 4040910. .................................................................................................................................... Performance Dafa - ASTM Test Descriptivn Specification Test ASTM Test Descripfion Specification 1�est Method Resulfs INefhod Resutfs C412 Tensil2 Stren th fmin. si raiin 1450 si min. t537 si D2137 Lc�n,Temperature Brittieness- Non-brttle Passed 0412 Ultirnate Elon aticn(°ia) 350 min. a35 3 mins.at-40'F D1171 Resistance to Ozone-min.ratirq '00(ro cracks) Passed D673 Heat Aging-'0 hr;.at 212"F D624 T2ar Resistance D;e C(min.) 125ibs.per ' 1301bs. � t i5 max. +8 per ir.ch of width min. inch width •Change in Hardne.,s(points} � •Change in Tens�le Strenglh(4�0} � ±30 max. ' -a� U.L.94 FI2r�e Resisfanca U.L.94 H.3. Passed •Change in Elonga'ion(°�bl I ±j0 max. I -26 .................................................................................................................................... Dektife Installation Guidelines , ( , , i f _ _ �,,; �,� � ! —! � r�� -� �� `��N� � a, `� !! ' f I '•h' _.� � i\� / � � �.. � �f � \�`.�'i �'" � �° / �—._ - � -=� - �1 „ � .: ' • __ i , , �, , ' � ! `_ %,� ! _ - `\ '� � STEP 1: Cut Dektita at STEP 2; Slida Dektite STEP 3: Apply sealant STEP 4: Press Dektite STEP 5: Fasten Qek;ite b appropriate pipe diame!er flashing do�Nr;aver pipe; on underside ot flexible base into coniours of to surface�r��h Buildex � marking. aluminum base. panel configuratior. SC07Sself-�rilling fastene;s. � Apply additional sealant ~{ Notes: • Cekite cac oe ie=lal!ed o�ar or oanv�en,he�bs ef;tardard pareis around base if desired. Z • D6 NOT install ovar SSR or archi:ec;ural panel ribs. Q • General!y ne sealant`s required svnere`.hs�Jeldifs wllar prcvidss a comprs;sion 5t areund!he pipe. H;wever,some me•al pipes a�c fl.!es ' inUud2 a seam v�tic�m�y reqcira a Iccal appiicatico of;ealan:at lh�pcir:l wh2re the Ce�iits ccilar cresses the seam. Q �� 1349'J'lest Btyn ti1awr�Avenue��••�•••,•t'••'�•�•�••�.��y•a^�Sa�rJnye srz reg;tered rademati ol IP J 3uildez antl illinois Fool Wa�ks•nc.•• � ,...,.. ,..... ..... � r��_ ��`-Buildex �tasCa,IllinoiS 6014°, Dekile`-is a.e9utered treiemark of Ceks'rduslre; O ��r �� 63C-595-3�00 F�c:63G-595-3549 SiKanex is a recistered tra�;^�anc�f„henseco Gcrcore�ion wwrv.ilwbuildex.com `i s 2CU7 I','�l Buldzx anc Iliiroi;Tool'JJo��c;,!nc. i - - � � _�� . � _ � . . �� x . , � , , :��... , �? 1� y�, �.. � �: t:e ��.� _ :� � �� (^ �'�„� . . • ^ '� ��,` " � �� , . . . 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' �, ; Y � Y C � .. . ^. . _ _ S � i .__._ _........ _. _..._ _ 6 � 6 � _ - � c E M . • - „ - _ � � : � .- . . _ s > s _ � � _ _ � = � = - 3 W r�t�c�, vl � Print � ----�E �-�, �2L�%�� G1 ��-��- r . �- , � • " Adjustable Drop Nipple � �� ._ , �,, :� : �. �r;�� .,_ �O� �a� � .�:"�'a ',.=. ►uhm xPa�av€o �(,�$� �._�' MERIT , . , _ . - . . ,�..., s, 1��erit Elir��n�tor Ad��+st��le �rop Nip�l�s c�=o�r��e th� User � . ��i�� r:�e abili�rc��tdjusr Fir�e s�rinkler a�sem�l��s (�;on��ai��. recesse�, ar pendent� tc� fi� flush t� t�e finish�� cpilin� w;ti��vt h�v;ng tc� cut �, dr,�p n;p�fe ar �resi? tt�e ��s1Am. � Av�nilable ir� two m�€��I�, �e�afc or rno9�c �hr�ad inlfit, w�ith three s��ndard lengt�s w'srh od�ustm�en' up to 3° ?7,62 c�n; • �Jl @.istec�, �Pv1 Ac�cQV��, a�� BSr�-NYC A��fove� for '�''= �nstal�est�t�n t� N�Pr't Bul(et:n �3 r�quirernent�. 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Wt.(H2OFIled) CRR � ' �;�i� �� [� ;�� ;_4' i � ��;�`�,°�-_ -;, In:mm In;mm LbsIF4 k m Lbs/F�k m - � -� 1" 1.049 1.680 2.05 1 , � � :��5 I ?�� __ � :�'12 c' "_ ��C _ : �r� ;;�;�� " ,` ��. 25 26.6 2.5 3.05 - 1'/a" 1380 2.270 2.93 1 > Superior Coating 32 35.1 4.36 436 - '�� .,�, �� ,�,� .I_ , .,_ '^�,�; _- _ - 1'h" 1.610 2.720 3.61 1 �. �r; �� - J 40 40.9 4.0 537 - � . � �_p, �I�i � >�� di +� �'CLi�,�7 ,i , � - 2" 2.067 3.650 5.13 1 - ��'ll� , � �:i_ � e , �.�. ,. � 50 52.5 5.4 7.63 - � [c!"�n� �aY'dC��'r�;�`,Iii2C�fui�_ �x `��'� u�� i i!`? 2��,• 2.469 5J90 7.86 1 �!e�.� ' p`�� ' �� :r, � -+ ,'��,C � �1'��:� � - �- 65 62.7 8.6 11.73 - C 1 _i�'r�� `� �J;,. '�1P �� ;:r .� _,� r��lu1e, -�,7r�� . ' _ �-� �l� ,u , i�i� ��! � � -" _'�/�_ 1 .- � S � '� , t:a:�C� � ��i�r�� I CGI� '�_s0��' � - NPS Nominall.D. WL Wi.(H2OFIled) CRR ,�_� , ��:��e � , ;'�l� �:G o�i �»�.,;'� G �,=`'t `�t+�? In;mm In;mm LbslFt;k m Lbs/F�k m - 0 � ^f i I��T�riO��i�� '�-"C�� ' Cf�O�!0�� 1Ya" 1.442 1.810 2.525 7.0955 ; ,i _�u�ir�� s?al�a��n ar ' ;�� !Ii�� .� f�,;�� 32 36.6 2.7 3.75 - ��'' ' ��f2 �„i:�C�r 5 ��=ir'.� 1Yz" 1.68� 2.080 3.44 5.6570 40 42.7 3.1 4.52 - > American Made 2" 2.157 2.640 4.22 4.5827 -�. 1 , �_�� "`�u� '� �_r;C' �a ,��r � ,,-1 i� 50 54.8 3.9 6Z8 - �._ �,��.��' r �.��'it � 'ia�_�?� �� .�1� U� �, �� '.�, 2Yz" 2.635 3.530 5.89 3.5196 '!� �� aii�� ` � �� .1. 65 66.9 53 8J7 - 3" 3.260 4.330 7.94 2.5550 > Specifications & Approvals �s sz.a 6.a >>.sz - ,� _ ��Iv-^ '-�h�� -r��-A� �! �, u r�1n 4" 4.260 5.610 11.78 1.6020 ;, �� ,'i�, I�, r::�lh��r�l��..,a�! , '` ��_:�, 100 108.2 83 17.53 - �/ � �_ G�3�°k, d`t� i��.�.=� '3 �"�_�i'�e ��_)��CT�h.'i° 5" 5.295 7.77 1733 1.4874 � ra,tte�J+�vo,��ing pressur2 01 3��0 p��i maxir�:um a�i�a 125 134.5 11.56 25.80 - � � ',�a�� ,� �',fi;-yarrj i2�u��i��,:=f? � i � il� 6•• 6.357 9.290 23.03 1.0251 f " �'��s �liC��'��'t�and �P_St�: 150 161.5 13�8 34.27 - � ti'�.'�Iue�lO�itl2'u 8„ 8.249 16.490 40.15 1.8365 � u�r{r�s��ti� ��F�;��I,rz 200 209.5 24.5 59.75 - � .)��'�C�4�icul� :�''.aJl.�,wij-�� . U� g U� F M ."�;:::1ii�I�-:'i::��., �WROYCO m Customer Service (800) 882-5543 Fax: (800) 659-7730 www.alliedtube-sprinkler.com `'�' �� • 16100 S Lathrop Ave. •11350 Norcom Rd. •2525 N 27th Ave. •600 Dean Sievers Place TUBE &CONDUIT� Haroey,IL 60426 Philadelphia,PA 19154 Phoenix,AZ 85009 Morrisville,PA 19067 .._ � ��'�� atkore �20�1 Atkore Internatlonal,Inc.All Riphts Reserved.STP-S5-3-1105 //�►�frVti/"1�..�'�" �'`.T IF�G. 7045 Clamp-T°, FPT Bran�h (�z��.nn��t� .. � ..m_.,.. Fre Products Division o(anvll Int=macional The Gruvlok`� Clamp-T provides a quick and easy outlet �� at any location along the pipe. A hole drilled or cut in �: ',,. the pipe to receive the locating collar of the Clamp-T is all that is required. The full, smooth outlet area provides � for optimum flow characteristics. �� ;� , The Clamp-T housing is specially engineered to conform to the pipe O.D. and the Clamp-T gasket providing a leak tight reliable seal in both positive pressure and vacuum conditions. Working pressure ratings shown are for reference only and are based on Schedule 40 pipe. For the latest UL/ULC listed and FM approved pressure ratings versus pipe scnedule, see www.anvilstar.com or contact O Fm C L US APPROVED �/OU( �OCC7� AIIVI�.Sfq( RBrJ(2S2f1tQtIVE. ForlistingiApprovalCefailsandLimitarions —Availabie galvanized. vislr our websire ar.i.vw.an�il:rcrcom or mnracr Tne Gruvlok Clamp-T provides for a branch or cross ��nAnvil"iAnvilStar"'SalesRepre>enlanve connection in light wall or standard wall steel pipe. , , , , � The Fig. 7045 Clamp-T female pipe thread branch is available with NPT or ISO 7/1 connection and the fig� HOUSING: 7046 Clamp-T has groovecl-end branch connection. Ductile lron conforming to ASTM A-536,Grade 65-45-12 or Clamp-T cross connections are available in various sizes Malleable Iron conforming to ASTMA-47,Gracle 32510 allowing greater versatility in piping design. ANS! BOLTS & HEAVY iiEX NUTS: NOTE:Variable End Configurations are Possible— Heat treatecl,oval neck track head bolts conForming to ASTM A-183 Grade Thd x Thd and Gr.x Tnd. Sizes—2"x'/�°through 8"x 4" 2 with a minimum tensile strength of 1 10,000 psi and heavy hex nuts of carbon steel conforming to ASTM A-563 Grade A or Grade B,or J995 � � � . . Grade 2.Boits and nuts are provided zint electroplated as standard. � � U-B�LT: Fi .1045 Threaded Branch Cold drawn steel and zinc plated. Branch Size (,�.Value Equiv.Pipe len th In.!DN(mm) f�./m COATINGS: i�, pp 1.0 Rust inhibiting paint Color:ORANGE(stanclard) %' Hot Dippecl Zinc Galvanized(optional) 3�, I 25 2� Other available options: Example:RAL3000 or RAL9000 Series For other coating requirements contact an AnvilStar Representative. � � �� 2.0 LUBRICATI�N: 1/� � �b 2�5 Standard Gruvlok �� Gruvlok XtremeT'"required for dry pipe systems ancl freezer applications. ��, � S9 '' 3 5 GASK�TS: Materials � � ��'� Properties as designatecl in accorc�ance with ASTM D-2000. 2'j: 152 ��5 Grade"E"EPDM(Green color code) - 8 5 -40°F to 230°F(Service Temperature Range)(-40'C to 1 10°C) 3' 31S Recommended for water service,diluted acids,alkalies solutions,oil-Free 4 53b 8.0 air ancl many chemical services. NOT FOR USE IN PETROLEUM APPLICATIONS. . � � � � 1 I]Approved Project: ❑Approved as notetl Atldress: � Nntapproved Cantractor: Remarks: Engineer: Submittal Date: Notes 1: Notzs 2: 5/09 /,1'W�I`9L�it�Ir'" F1G. 7045 Clam�-T°, FP�' �ranch (`'�'' !��!�' Fii�e Praducti Dlvision oFAnvil IuCerna[ional I Y i r---z---i �Y I �Z,�f �-�----� ; " � � � , � � T T � �'� � � v _ �_ � —� _� __ � " ? A WARNING ,�� `N I � For d i e s stems and freezer applicafions � `� �Y p P Y �� , rl lubri<ation of the gasket is required, 'Fig. 7045 Fig. 7045(U-Bolt) Gruvlok�XtremeTM lubrimnt is required. ' , _ � , � � Hole Dimensions �Max.' Clamp-T Dimensions Bolt Specified Torque§ pPProx. Naminal �p Worl<ing � W Y i Size Min. Max. Wt.Ea. Size Min.Diameier Max.Diameter Pressure T � Threaded In.,/DN(mm) In./rrrm fn.%mm In./mm PSljSar In.,�mm In./mm In.lmm in./mm In.S mm In.3mm 10�U Bolt 30 t6s./N�O L5�3K 2s',�'a 2.315x0.840 � ��z �„� 5C0 2'�io °�� 'a �� , 1'a 50 0 2 i� '�s 2._j 1�,, 5 , 3 ,':U�Bolt 30 40 2.3 2 ti � 2.375 z 1050 � , � : : �- j �_� 2'"3 l�'� 5 �� 3 l�U-Balt 30 40 2.6 2�1� 2.375 x 1 315 1�� 1��3 500 1��a � ; _ 2 t 1 i 2.37�z 1�600 2 2 � SCO 2 �� 'r 2 a 1 , 5 , 3 ° ' U Bolt 30 �0 I 2 7 2 x 1'- 2 375 x 1 900 2 2'� i SGC 2 ; 2�3 1 ^ � 7 3 � ��U Bolt 30 40 � 2.5 2 ,Y�'� 2 87�z��dC 1'� 1 3 i 5u0 2 �� 2'3 1� � 5 ° � 3 'i°U,B o i t 3 0 4 0 3.0 ( �� " 500 2 r 2�3 � 1�;, 5 ° � 3 '/z U�Bolt 30 40 2.9 2 �x�, ( 2 875 x 1 OSO l'> 1 'a � . -, ; �' '� 'L U-Bolt 30 d0 � 2.9 2� � l�'� 6 ; � 3 � 2 �z�l 287�r1.3�1� 1': 1 3 500 2 �� _- , 2 �z 1 ; 2.875 x 1bo0 2 2 a ( 500 2 ia °i� 3 3 1'� 6 ; 3 3 '/'U-Bolt 30 '10 3.`� �` � ,� ; 3 'a 1 i 6 + 3�i ';`�U�Bolt 30 40 3.� 2�x 1: 2 87�z 1900 2 2 a 500 2 0 ' _ �,, �' � � � ' � 3� 2 3 1� 3��, ';�U-Bolt 30 40 2.8 3�''°� 35DOe0310 1�� l�a 500 2'i� �� , . _: ' ; �, � 500 2 ,; '�; 3 2�a 7 3 �;:U-Bait 30 �JO 2J 3;<'� 3 500 z 1 G50 1 � 1'�3 i � � ,+ � ;; , � � �' � �� 3� 2 � � 7� 3', '�U-Bolt 30 40 � 2.7 3z1� 3�OOzl3li 1 z 1 'a � S00 2':a a _ : _ > '� ' � � � � �� 1 ? ! 3�3 2''a � 6 a 3`i °z 2�"� ( 80 100 � 3.4 3 z�ly, 3 500 e 1 6b0 2� ( 2 a �00 � 2 i� , ; i � 3 x l z 3 5C0 e 1900 �2 2'a I 5CO3 I 2',, 1 � � 3 , ( 2'a ; 6 ; 3 1 ' z 2 � 80 1 CO � '�.� 3 x 2 3 5G0 x 2R315 2 � 2"3 500 2 � I l�, 3'3 2'�a 6 + 4 a x 2 � 8 0 1 0 0 ` 4.6 4� � '1.SC0 z 0.840 1.; 1 3 II 5�0 3 .o I 3 , 2 , 7;, 3 , !:U�Bolt 30 40 i 2.9 � z� � � ,- .; , 2.8 �},r ; 4 5C0�1 O50 l � 1`� ' SOG 3 , � 3 , 2<j 1 , 3 � '�U-Bolt 30 40 i q Y 1 �4 SCO x 1.3li l 4 1 3 500 2 Y�; 3 a 2',3 7', 3 � �U-Bolt 3C �10 2J '; ' 2,j S00 3'�� 1 = 3"a 2,� 7 � 3; �,z2;;; BO 100 45 �t z 1�a� �}500 a 1.660 2 4xP� 4500'x1..900 2 Zi SCO 3 i� 1 a 3 3 2'a 7 � 3%i ',x2:i 80 100 4.6 �1 X 2 d.500 x 2.315 2'a 2 i 500 3' ; 1 a 4 2'a 1 � 4'a '�x 2"; 80 100 7.1 4 z 2'_ 4 500 z 2.87� 2.a 2 b 500 3'�; l � 4 2.j 7., � 3 ��z 2:s;� 80 100 5.2 � :; ' �-- ' ,� , , � � �': � � -�: 2.4 100�x 80 114 3 x 16.1 70 73 34.5 76 48 102 67 191 111 4 X 3 4.500 x 3.5G0 3'�� 3 i3 500 3�, 1�a 4� 2�� 1;� 5'�� °z 3!�� 80 100 6�5 ' ' � " • y� � � §-For adclitional Bolt Torque information,see Techniml Data Section. NOTE:2%.',5"ancl 6"Nominal size run pipe may be�sed on 3 O D,5!h'O D and 6%^ OD.pipe. �Adclitional larger sizes on next page) �Based on�se with standard wall pipe. N.ot for us��pp�•Systems. 5/09 � ��'�c"��''r' F�G. 7�.1+45i Clamp-T°, F�T Branch (�'�'��?.�v�� Rre P d.<[��!vi>��n of,�nu;l i i[=r�arionai �� I Y Z� Y� �Z� t , � . �i�� ..f��i ( V � i T '�` ` '�'� � i � � �-�- ` j_-} ,� -- -- -�- —— �� , i I � A WARNING `�`�.'_,,' r' w � � For dry pipe systems and freezer applications lubrication of the gasket is required, 'Fig. 7�4.5 ~I Fig. 7045 (U-Bolt) Gruvlok"XtremeT^^Lubricant is required. � � � � � • � � Nomina) Hole Dimensions �Max. (lamp-T Dimensions Ba�� Specified Tarque§ Approx. Size �� Worl<ing � Size Wt.Ea. Min.Diameter Max.Diameter pressure T � Threaded W Y Z Min. Max. In./DN(mm) (n,�mm In./mm In,/mm P51:'6ar (n.,%mm In./mm in.�mm In.;�mm 1n.Jmm In./mm In./mm ft.-lbs.,�N-m t6s./K 5 z 1 G � �.563 z 1.6b0 2 2'a SOG 3 ��, I'a 4'; � 3'+ 9 � 3:� ',�a z 3!%+ 100 130 S.4 I 5 x P^� 5.563 z 1.900 2 2 � SCO 3 I, l�� 4 3 3'� 9 3 3%� ?�3 z 3!+ 100 130 5.5 5x2 5.5o3x231� 2'> 2"� 500 3'is 1 a 4''� 3',; 9 i d'a '�x34i 1CO 130 SJ S Y 2 � 5.563 x 2 81� 2 � I 2'; I 500 3'�, 1 3 � � 3','; 9 3 d ;�z 34; l OC 130 7.0 125��80 1�11 3 x 15.1 70 I 73 3�.5 95 48 121 83 232 111 . 3 2 5 z 3 5.563 x 3 500 3 � 3"3 500 4 1`:� 5 � 3�, 9�a 5 � Y�z 3,5 � 100 130 8.7 bx1!j, 6.625zL6b0 2 2a 500 �1 a 2" 4'� 3': 10'3 3°� 'ax4 ; 1G0 130 1.8 6 x 1 �� i 6.o2S�1 900 2 i 2 - 500 �1 i� 2 4 � � 3 3 1�_ 3' '��4Di 1CO 1:SO 7.8 6x2 6.625x2.315 2'� 2;3 500 tl �� 2 4': 3 a 10'3 4 a ',�z4,; 1GO 130 7.8 6 x 2°- 6.625 x 2.875 2', 2 a 500 4 �� 2 5'� 3 a 10'a �4 a ?'i x 4'� 100 130 8.4 � 1 SO x 80 168 3 z 76.1 10 73 3�5 105 51 130 98 251 l�l 1 - 3.8 o z 3 6.625 x 3.500 3'< � 3'�_. 500 4',a 2 5�a 3 i 10'�� S a ''�z 4>'a 1 GO 130 9.b � 6 z 4 { b.625 e�4 500 4 a I 4'a ( 50C 4'a 2 � 5 � 3'i 10 3 6 ° `,3 x d''+ 100 130 10.5 i I � ' I 8 x 2� ( 8.b25 x 2 750 2 'z � 2'�3 � 500 5 a 2'�� S�s 5 � 12�� 3 �h z�M1�� 130 180 11.3 B z 2'z� � 8.625 z 2 875 � 2��, � 2 a � 500 5' 6 2'�a b + 5� 12''i J'�a ' ?�i r d!� 130 180 � 11 1 ( i ( � ; . ," � , ; , i , 200 z 30 , 219 1 z 15.1 � 70 73 ! 34.5 133 i 57 � 159 127 � 32� 111 S.0 8 x 3 8.625 x 3 500 � 3'�z ) 3�v � 500 5 3 2'� 6'� 5 12"i 5,, ?%i Y�'/< 130 180 13.0 , � , _� � = i .:; ; ° ; : 8 z 4�� 8.625 z 4.500 4'z 4''a � 500 5�-3 2'�� 6 � 5 12/i o ° i'i x 4/a 130 180 � 16 2 NOTE:2'iz",5"ancl 6"Nominal size run pipe may be used on 3"O D.,5'i>"O D.and 6;':"O.D pipe. �—For additional Bolt Torque inFormation,see Technical Data Sedion. �Based on use with standard wall pipe. lAdditional larger sizes on next page) Not for use in:opper systems 5/09 . � , . z ��'t/.�t pIPE R1NGS � . g p ed Per NFPA Standards �1 Q� �� Rdj ustable Swivel Rin , Ta p +b �� Size Range:'/i'through 8" ,�; ' Material:Carbon steel ,��"� �_ Fioish:Galvanized '' �:1 Service:Recommended for suspension of non-insulated stationary pipe line. � Maximum Temperature:650°F �� ,�,�Approvals:Complies with Federal Specification A-A-1192A(Type 10), WW-H-»�-E(Type 10), � ANSI/MSS SP-69 and MSS SP-58(Type 10).UL Listed and FM Approved(Sizes 3/a"-8"). �� Features: � • Threads are countersunk so that they cannot become burred or damaged. � � � : • Knurled swivel nut provides vertical adjustment after piping is in place. • Captured swivel nut in the'�� rhanher toZbe opened dunng P st llation if desi edtbut portion of the band,allowing t g not allowing the nut to fall completely out. �� FM Ordering:Specify size,figure number and name. �o pPpROVED Note:The acceptability of galvanized coatings at temperatures above 450°F is at the discretion of the end user. � ~A Metric nut available upon request.Non-captured nut also availabte upon request. � F I e C FIG. 69: LOADS (LBS� � WEIGHT (lBSj • D{MENSiONS (IN) i� G + Rad 5ize B � F Width Pipe Size Max Load Weight A ! � � 2 19/s i 0.10 2�8 5 '/�'through 1"pipe �2 rZ3�4 ��B 1�6 3/4 0.1� 29�g 117�6 � 5�8 1 3�0 �.�� 25�8 13�4 �/B -► �-A 1/a 3 Z3�4 1'/e 1�/z 0.10 �B � 23/s 1�/e 2 0.11 3/a 23/4 �5/s 2�� 525 0.20 3%s 2�a�s 13/s F C s g 0.20 3 4 650 0.30 4ii�s 3is�6 19�6 /a 5 0.54 55/s 43/e sit�s 9 2�/a g 1,000 0.65 �/z 576 2'�/s 1 � g 1.00 8 � Note:Reflects changes in rod diameter from previously published data per recent revisions in MSS-SP-58&69 G 1'/+"through 8"pipe � .. . � i � . . � � ' � 1 �ppproved Project: �Approved as noted Address: �Not approved Contractor. ' Remarks: Engineer: Su6mittal Date: Notes 1: Notes 2: PH-11.11 ;� � • • • �� `� q� I � j�� I - •. 11: �� .� �� , �s�� _i� i��.�� Component of State of ��g� �� _ Roc� �'ti�'f��' CaliforniaOSHPDApproved Seismic Restraints Systam Fig. 98B - Rod S#�ffer�er ��rJ��+��-�� # �ea�d Size Range — Secures 3/8" thru 7/8" hanger rod Materia� — Carbon Steel ,� Function — Secures channei to hanger rod for vertical seismic bracing. ;; �„�� , � ``l I. Approvals — Included in our Seismic Restraints Cataloa approved '�„� �� . � —�-�� , bv the State of California Office of Statewide Health Plannin�and '� �� , Develo�ment (OSHP� For additional load spacina and placement °T' ' information relatinq to OSHPD proiects please refer to t�e TOLCO F��. 9$ Seismic Restraint Svstems Guidelines Finish — Electro Galvanized ��v „�.^ Note — Available in HDG finish or Stainless Stee: materials. �---r,.- �-� ; 'fI �� ,.- {€" Order Sy — Figure number ��''� �, �:= , �.� �d. �, � �--� �. ;��: �, � �t �,,`Q^�' ' ,F1G. 988 ��-� �. Fig, g9 - All Thread Rod Cut to Length Size Range — Secures 3/8" thru 7/8" rod in � Dimensions 1" increments �''�� '//, ,- Rod Max. Rec. Load Lbs. _ � �� Size For Service Temp Materia! Carbon Stee ��,( 650°F Maximum Temperature — 750°F 3�8 �30 , :. �inisn — Plain 1/2 1350 Note — Available in Electro-Galvanized and 5/8 2160 HDG finish or Stainless Steel materiais. ��J 3/4 3230 7/g 4480 Order By — Figure number, rod diameter, rod length and finish F�g. 100 - All Thread Rod Full Length �,. �� Size Range — Secures 3/8" tnru 1'h" rod in ,,:�� '°'� 10' leng#hs ,,.. � ,�-."`:.�-�.� Ntaterial — Car�aon Steel ��,-,� � ��: �r,,.��°''"� Maximum Temperature — 750'F ,-��' ��....-�''"�� Finish — Plain �'`` Note — Available in Electro-Galvanized and Dimensions •Weights HDG finish or Stainless Steel materials. Max Rec. Load Lbs. Rod For Service Temps Approx. Order By — Figure number, rod diameter Size 65o°F Wt./1o0 and finish ��q 240 12 3/8 730 29 1/2 1350 53 5/8 2160 84 3/4 3230 123 7/8 4480 169 1 5900 222 1 y'� 9500 360 ��/Z 13800 510 � OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE-•CORONA,CA 92879•�H- 951 737.5599�FA;<_ 951737.033� CUSTOMER SERVICE•SOOJBoS�So www.tolco.com 7 SA1VI�lI YS° FOR WOOD , � . - . . . � . . • . ,, , • ,. ��> Not less than LVood Floonng •No pre-drilling required. '� 2"nominal vndth � _� �� ' ��-�� •Quick to install using the Sammy ::i Nut Driver with an 18V cordless ;� Not less than driiVdriver. 3"nominal �,�Z ' �hickness(2-1/2') `�c� , (depth or side _ Wood,bist : •Saves time from traditional ��" '� of vertical member) _ - - — _ ;,—� methods. �+`. ---- : a Dou61e Sheetrxk ' ceiim9 •Reduces installation costs. •Made in the U.S.A. I ,. � !I, r Wetch a video demonstraoon at x 4�wwwitwbuildex.com� �� • �• • 210 (7116"OSB) 25 125 114" 8002957 GST 100 1(4 x 1" 670 (314"Ply) 25 125 1�4" 8003957 GST 200 1l4 x 2" 1760 (Fir) z5 125 114" 8004957 GST 300 114 x 3" 2060 (Fir) 210 �7'16"OSBj 3�� 25 125 Q�. 3;8' 800i9�' GS�f 1G 1i4 x t" 670 (3;A"Ply) ' 850 1475 25 125 �O 318" 8008957 GST 20 114 x 2" 1760 (Fir) B50 25 125 � 318" 8068925 GST 20-SS 1(4 x 2" 1760 (Fir) '50Q z5 125 ,�i, 3I8" 8009925 GST 25-380 3l8 x 2-t i2" 2113 (Fir) �500 1475 25 125 #t4 Black ,�.0 3I8" 8010957 GST 30 114 x 3" 2060 (Fir) Z5 125 Nut Driver 3l8" 8069925 GST 30-SS 1i4 x 3" 2060 (Fir) 25 125 Part#8113910 318" 8011925 GST 40 114 x 4" 2180 (Fir) 25 125 � 1I2^ 8013925 GST 2 114 x 2" 1760 (Fir) 25 125 _� il2" 8014925 GST 2.5-380 318 x 2-112" 2113 (Fir) ZS 125 � 112" 8015925 GST 3 114 x 3" 2275 (Fir) /�� a": . �+� 'w ,–�,. F"A�]p�H� $1 � MppE IM u 5 A !61'�� ,� y, ,.r :� The nut drivers were designed with a unique spin-off feature which provides a fast and safe installation each time.When the face of the driver comes into contact with the material you are installing into,continue drilling until nut driver spins free.Installation is then complete.Warranty requires the use ot the appropriate nut driver for installatbns. � �' City of Yelm Permit No.: 20130139 Community Development Department Issue Date: 4/24/2013 �. (Work must be completed within 180 days) Building Division Phone: (360)458-8407 '"" ° Fax: (360)458-3144 Applicant: Name: DOLLAR TREE Phone: 206-795-2629 Address: 4000 DELRIDGE WAY SW SEATTLE WA 98106 Property Information: Site Address: 906 YELM AVE E B Owner: YELM PLAZA LLC Assessor Parcel No.: 227330110204 Subdivision: N/A Lot: N/A Contractor Information: Name: DOLLAR TREE Phone: Address: KEVIN WEARE 4000 DELRIDGE WAY SW SEATTLE WA 98106 Contractor License No.: Expires: 0/00/0000 Project Information: Project: COMMERCIAL REMODEL Description of Work: DOLLAR TREE TI Sq. Ft. per floor: First 11490 Heat Type(Electric, Gas, Other): COMBO-SEE NOTES Second Third Garage Basement Fees: Item Contractor Fees BUILDING DOLLAR TREE $2,716.18 MECHANICAL DOLLAR TREE $ 42.75 PLUMBING THREE LAKES PLUMB 8�MECH LLC 06/03/2013�� $ 69.00 FIRE ALARM FIRE PROTECTION, INC $ 275.96 FIRE SPRINK CASCADE ALARM AND FIRE PROTCTI $ 391.46 UNAPPLIED CREDIT $ 0.00 TOTAL FEES: $ 3,495.35 ApplicanYs Affidavit: OFFICIAL USE ONLY I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of #Sets of Prints: Yelm regulations including those governing zoning and land subdivision,and in addition,all covenants, easements and restrictions of record. If applying as a contractor, I further certify that 1 am currently Final Inspection: registered in the State of Washington. -r Date: Signature Date r� Firm By� Cit� af Y�lm (36 ) 458-8402 RE�#: 00128914 �/U3/2013 11:32 AM QPER: CO �(ERM� 001 REF#; MC TRAN: 30.UnOd BUSINESS LICEN5� THREE MAKES PLl1MBING 35.UOCR BUSINESS LICENSES & TRAN: 33.0000 BUILDI69 OOCRTT� 20130139 pp�.l.AR TREE 906 YELM AVE � �9 OOCR f'L TEND�RED: 1U4.00 OTHER APPLIED: 104,00- CHANGE; �� 0.00 o� � City of Yelm Permit►vo.: 20130139 � Community Development Department Issue Date: 4/24/2013 4 (Work must be completed within 180 days) Building Division Phone: (360)458-8407 w� YI TaN FeX: (360)458-3744 Applicant: Name: DOLLAR TREE Phone: 206-795-2629 Address: 4000 DELRIDGE WAY SW SEATTLE WA 98106 Property Information: site Address: 906 YELM AVE E B Owner: YELM PLAZA LLC Assessor Parcel No.: 227330110204 Subdivision: N/A Lot: N/A Contractor Information: Name: DOLLAR TREE Phone: Address: KEVIN WEARE 4000 DELRIDGE WAY SW SEATTLE WA 98106 Contractor License No.: Expires: 0/00/0000 Project Information: Project: COMMERCIAL REMODEL Description of Work: DOLLAR TREE TI Sq. Ft. per floor: First 11490 Heat Type(Electric, Gas, Other): COMBO-SEE NOTES Second Third Garage Basement Fees: Item Contractor Fees BUILDING DOLLAR TREE $2,716.18 MECHANICAL DOLLAR TREE $ 42.75 PLUMBING NW PLUMBING CONNECTION $ 69.00 FIRE ALARM FIRE PROTECTION,INC-5/29/13 $ 275.96 FIRE SPRINK CASCADE ALARM AND FIRE PROTCTI $ 391.46 UNAPPLIED CREDIT $ 0.00 TOTAL FEES: $ 3,495.35 ApplicanYs Affidavit: OFFICIAL USE ONLY I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of #Sets of Prints: Yelm regulations including those governing zoning and land subdivision,and in addition,all covenants, easements and restrictions of record. tf applying as a contractor, I further certify that I am currently Final Inspection: registered in the State of Washing on. Signature 4� ! ,j";��'� Date ^ � � � Date: Firm By� Cit� of Y�lm (36 ) 458-84U� REC#: 00128782 5/Zy/2Q13 11 :34 HM UPE.R, CO TERM: 001 ��#; »�z TRAN: 33o06UU BUILD�75,96CRIT5 2013013� pDLLAR TREF g06 YELM AVE E B F� 275.96CR T�NDEf�EU: 275,96 CHECK APPLIED; 275.9�i— CH�iNGE; ________�---�-� QO CITY OF YELM COMMERCIAL BUILDING PERMIT APPLICATION FORM Project Address: �a� �L ��C�f ��'� Parcel#: Zoning; Current Use: 6!t'� Proposed Use: t�^-. ❑ New Construction e-Model/Re-Roof/Tenant Improvement ❑ Plumbing ❑ Mechanicai �Fire PrevenUSuppress/Alarm 0 Other Project Description/Scope of Work: fibp/�"1_u�l�� +�fC C�'. �e-(Z �C;�� "Ty '7'l� �h �S i��i � Project Value: � `�L�l.� �� :�tc,��2r-. � Building Area (sq.ft) Parking Garage 'i 1�Ftoor�� y��2nd Floor � 3"d Floor °— Building Height �C� I Are there any environmentally sensitive areas located on the parcel? � � If yes, a completed environmental checklist must accompany permit applicafion. ENANT NA � ��) 1�"CZ �5��'--�= ADDRESS�'Z`)�iZ- >� W �f � �"�-1�" �-R�r.' EMAIL �in,�✓�r��AY,�+�t� STATEj��ZIP�J�7u'L TELEPHONE 5�s • �>.S • !'7 ARCHITECTlENGINEER LICENSE# ADDRESS ��EMAIL CITY STATE ZIP TELEPHONE GENERAL CONTRACTOR�°/L't.` PiZv7��;T�t�.� TELEPHONE �'4`y -�`)� -.`� �C,r'�' ADDRESS ►7:��j ��lf3�c:� �-� EMAIL i2-� �;l'f'..i-Sr�iT'l�:� �r,r�. CITY t:;�U'��.� 'iT" STATE � ZIPY�7...c>�! FAX �-- �r3— �t s yC CONTRACTOR'S LICENSE#�I Iz� -T" c� � EXP DATE_CITY LICENSE# �i3-t'� PLUMBING CONTRACTOR TELEPHONE ADDRESS - EMAIL CITY STATE I � FAX CONTRACTOR'S LICENSE# EXP DATE_CITY LICENSE# MECHANICAL CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE# EXP DATE_CtTY LICENSE# Copy of City Mitigation documentation(TFC). 1 hereby certify that the above i�formation is correct and that the construction on,and the occupancy and the use of the above described property will be in accordance with the laws,rules and regulations of the State of Washington and the City of Yelm. �� - ApplicanY ature Date Owner/ ontractor/ er's Agent on ractor's Agent, enant (Please circle one.) �.___-_ __..... ... . All permits are non-transferable and will expire if work authorized by such permit is not begun within 180 days of issuance,or if work is suspended or abandoned for a period of 180 days 105 Yelm Auenue West (360)458-3835 PO Box 479 360 458-3144 FAX YeIm,WA 98597 ��'`��j�. i.yelm.wa.us MAY 0 9 2013 BY: _ ___ _ _—---- � D p� �_ O I O I t --- _ _� I�I � ' I �>�� e,�, � I i 3 vl b � � � ��J,. I ey� � �� g I ' � I � ! Po�4. � � g $ g — � ' >�`� a 4A� " 6 a 5 � ' <., � � li rn �I i '°»�'�� '•�ro� I i � i � � � il I �� II i �� , � �� j � ; �I , � �, A iA' I #i €1 � ; I��II ��I I ppp � 'I - � ' � i yo�PO��'=�... �gs I�'8i��E�f�T. §I �i�(!� �� p ii � E � �. W � 3 � 3 � R A � R , A AIR �k � �'�'. I � �o � ,� k �$ �� (� ��P $ I � u�� Q�' �t��j�;��D."6[�I�t lfS��p�� '��'_�� 3iY� I��'I II' �[�� I �� £� � � ZI �S�e �-it� g �agI� � �R I $e�� , � w �� n p �f� � d�)��a [�:� � � I �ii� 9 �� I��I ��$ � II' � W.. m m �� 4�� ' � p$ o I��I888yI[{{IdyB�IY�� X � s8'�.86$8 I"� g NI � I-' �. I lj' n ��yE6I�tlNf3� { R �'�16d'��q � � Si I' g I i I _'_ u .1 tlR l�o � ��:I I � �,� ��I�I��8� _8' �,�'i S � & o$o8 I8 �6 �' �, II i ' ._•. rA NSiV I p -�,. � $ � I$ � '�3IeY3db• � � I�IIo � -P�Sfi �� I I��'i _._ a � t � I� I ° ' �S? t � p��o � �leee e V a 00(_}° f 16 _ . , a 55a��,1 3 Rla� �s..::c. 2 ''.8I � I I �, ° I �. I i '�, il �P$� 1',, $$ a@'x" � � tE..j:y�Ie�_�..xd�, II� ��' F � ` �o� '�. .N � .��. � 0�3 �I �9g. .ggg�1a �I� ��,s � � 9�� I lil N�� __ -.___ ygq g .. k' g$ �Q 3 B B 4_iL.L.�3L-<��3I <. � A@�.4 4��a e g '�. dl Ti I.5 3 ��-_. _—. _. ��iLLC � ��. � ,. _ I '� _l. I T�{,. �4� I � '' - ,. A i .. D I fN°� I ; �, ' '- 1��I ' � I y �� - I � � '��_�� I ._.. .. . � ��. ._i . . .� ._ .. .._.___- - -_____. ..__ . i D W (7 0 FIRE PROTECTION, IHC. P8 B8K 12642 Mlll CSEEK,WA 980a2 [425I 290-9600 OR 1-800-681-1125 (Al( [4Y51353,4546 May 1,2013 City of Yelm - PLAN REVIEW RE; FIRE �LZARM SYSTEM Please find enclosed TI plans for a FIRE ALARM SYSTEM addition. Fire Protection , Inc . will add/relocate devices per plan to the existing fire alarm system. The building is fully-sprinkled. The system shall monitor by zone activation as well as separate trouble signals. Monitoring shall be provided via listed Central Station. Audi.bility shall be in compliance with NFPA standards. Interior DB shall be 75 DB minimum throughout. A full pre-test and NFPA form shall be conducted and completed prior to calling the AAJ for acceptance testing. INSTAL?�ATION COMPANY Fire Protection, Inc. 1730 Gibson Rd. Everett, WA 98204 WSCL# FIREPI*021IrII� UL CERT #608242-002 JOB Site; Dollar Tree 906 Algiers Road Yelm, WA. CONTRACTUAL RESPONSIBLE PARTIES Installation; Fire Protection, Inc. AMBIENT TEMPERATURES No area with alarm service equipment shall fall below 40 degrees, coamnon areas shall be at 68 degrees per builder �,MBIENT NOISE RANGE All areas serviced by the Fire Alarm Control and notification system will be as listed for per UBC listings, per builder. SEQUENCE OF OPERATIONS All Alarm and Trouble conditions shall enunciate at FACP as well as remote notify listed Central Station. Zones of alarm shall cause for all notification circuits to activate, send alarna zone to CS, re-dispatch to Fire and dispatch FPI runner service. Trouble and supervisory signals shall transmit to CS which will dispatch FPI runner service to site, (no notification circuits shall activate. ) On site emergency contact personnel shall be notified. Wet Waterflow ALARMS shall be retarded by a period of not more than 45 seconds. Low air shall activate at 251bs, causing for a supervisory signal. A short on FACP smoke, Waterflow Switches, (wet and dry) and pull station shall cause alarm. Shorts on PIV, taanper and Hi-low air zones shall cause a Supervisory condition. Opens on any zones shall cause for a trouble signal. Should you have any further questions, please feel free to contact me directly. Robert Vaughn Project Manager **NICET-3 #115522**SFD #SCPV-04243 CITY OF REDMOND DESIGNER OF RECORD #10-8-113 Sil EN T KN IG HT M OD El. 5 49 6 Intelligent Power Module i � � instailation and Operations Manual Part Number 151276 Rev D � ;_ L � , �. Fir�ept�vver 5f43� . � Qistri�s�ted Povr�er �o�dule ' �� A dyna�ic coinbi�at�on of pawer and intelligence far your no�ification expansion needs. 7he Model 5496 Intelligent Power Module by Silent Knight is the most- - powerful and cost-effective power supply available today. It delivers 6 amps of notification appliance circuit power and built-in synchronization for appiiances from Gentex�, Faraday,AMSECO and WheelockC�—what you need to drive power-hungry components like ADA notification appliances.The 5496's advanced microprocessor design is years ahead of the competition. its switch mode power supply design is up to 50%more efficient than competitive linear mode power supplies. For the most sophisticated and cost-effective notification power supply available,yau need Firepower 5496. Call Silent Knight today for more information at 1-800-446-6444. Model 5496 • 3 amps per output circuit Inteliigent Power Module • Ground fault detector [ The model 5496 is a 6 amp notification • Communicates to the FACP via 4- E power expander that provides its own wire SBUS(wire runs up to 6000 ft) ( AC power connection,battery charging . AC loss delay option shuts off power circuit, and backup battery for use with to non-essential high-current fire and security cantrols such as the accessories like magnetic door � IntelliKnight Model 5808 Fire Control holders { /Communicator.The 5496 is the cost- . Lightweight design adds to ease of � effective solution for powering installation and reduces shipping � notification appfiances required by the costs Americans with Disabilities Act(ADA). . UL 864&1481 listed � The 5496 has built-in ANSI cadence . CSFM approved � pattern,which can upgrade older � control panels that lack cadence • ANSI Cadence pattern output capability.The�utput circuits can be �aaability built-ir ' prograrrtned as Pd��ficatior Aapliance S�e��e��'-o�s Circuits,or as Auxiiiary Pawer AC Input 12�L';,�at 2;A ' i (configurable for,constant, resettable, Output: 24 VDC at 6 amps or door holder pawer). Maci�15496 inteliigent Features Current Power Mvdule • UL Listed for 6 amps of notification Alar�rt�iby y6a mq eattery charging power capa^.ity: 33.a AH • Power supply's advanced switch Notification/Aux. Ambient Tem 32°to 120°F Power circuits: 4 p" mode design reduces damaging 0°to 49°C heat and manages power up to 50% Output Dimensians: 12.25"W x 16"H x more efficiently than other systems configuration: 2 Class A(Style� 3"D(30.88 cm W � Built-in synch�onization for 4 Class B(Sryle 1� x 40.64 cm H x (1 Class A& appliances from AMSECO, Gentex�, 2 Class B) 7.62 D cm) Faraday,and Wheelocfc� �pprava�8s: UL(File#S3511} • 24 VDC filtered output voltage amps per output circuit: 3.0(6.0 amps total) NFPA 72 • Four power-limited notification CSFM outputs;2 Class A or 4 Class B,or 1 tvotification Class A and 2 Class B circuit output: 20.4 to 27.3 vDC ��A NACs are programmable as �3.0 amas each, ' 4.7 k�EQL ��,Elv'�' Notification Rppl{ance Circuits,or as resistor requi� auxiliary power to be used as on each Class B ��,jj��' constant, resettable,or door holder circuit po�ver by HoneyweEl Mode/5496/ntelligent Power Modu/e/nstallation and Operation Manual 2.4 5496 Board and Terminai Strip Description Figure 2-1 shows the 5496 circuit board including location of terminals and the dipswitch for setting the module ID. � . �� _.. _ 1�` _ _. t:. £= Aii Circuits Supervised Power limited,except Battery and AC which are supervised non-power limited. � ( � � : � _ � , � i � Battery Regulated SBUS Module Connections Output Circuits Co�ections � Figure 2-1 The 5496 Board Layout 2-2 151276 _ Before You Begin/nstalling Table 2-1 describes the 5496 connections and provides electrical ratings where appropriate. Table 2-1: Terminal Strip Description and Electrical Ratings Terminal#and Label Description Rating Voltage Current A mput ot 2 A �6p Z. A �i Earth ground N/A N/A W AC input(neutral) 120 VAC,60 Hz 2.7 A 1 - 2 + Battery Battery 24 VDC 0.75 A 3 - I/O 4* Output circuit 24�C 3.0 A 4 + Notification Circuits 5 - UO 3* Output circuit 24�C 3.0 A 6 + Notification Circuits 7 - UO 2* Output circuit 24�C 3.0 A 8 + NotificaYion Circuits 9 - UO 1* Output circuit 24�C 3.0 A 10 + Notification Circuits 11 12 + SBUS power 24 VDC 1.0 A 13 ,� SBUS 14 g SBUS communication 5 VDC 100 mA I `Regulated/special application when used for releasing. 2.5 Earth Fauit Resistance , � i Table 2-2lists the earth fault resistance detection far each applicable terminal on the FACP. � Table 2-2: Earth Fault Resistance Values by Terminal ' � Function Terminal Terminal Label Value Number (in kohms) 1 _ � Battery BATTERY ' 2 + � 3 H4- p Notificarion Appliance Circuit 4 OUT4 4 H4+ p 5 H3- p Notification Appliance Circuit 3 OUT3 6 H3+ p 7 �_ � Notification Appliance Circuit 2 OUTZ g , H2+ � 9 Hl_ � Notification Appliance Circuit 1 OUTl 10 H1+ � 151276 � — 2-3 --- � � i �� s��t� � �� ni.�o�A �:��z � . Selectable Output � � Horns Strobes n �� . . a d � �s� Horn/Strobes � ...� � _ SpectrAlert'Advance selectable-output homs,strobes, ��. - and horn/strobes are rich with,features guaranteed to cut installation rimes and maxirr�ize profits. SPECT F@8tU1'@S The SpectrAlert Advance series of notification appliances is •Electrically compatiblewith existing SpectrAlert produc[s �� designed to simplify installations,with features such as plug in •Automatic selection of 12-or 24voit operation at 15 and 15/75 . designs,instant feedback messages to ensure correct installation of candela individual devices,and 71 field-selectable candela settings for wall and ceiling strobes and horn/strobes. •Plug-in design •Field selectable candela settings on wall and ceiling units:15,15/75, When instaliing Advance products,first attach a universal mounting 30,75,95,110,115,135,150,177,185 plate to a four-inch square,four-inch octagon or double-gang •Same mounting plate for wall-and ceiling-mount units junction box.The two-wire mounting plate attaches to a single-gang •Shorting spring on mounting plate for continuity check before Junction box. installation Next,connect the notification appliance circuit wiring to the SEMS •Tamper resistant construction terminais on the mounting plate. �Outdoor wall and ceiling products rated from—40°F to 151°F •Design allows minimal intrusion into the back box Finally,attach the horn,s[robe or horn/strobe to the mounting plate •Horn rated at 88+dbA at 16 volts by inserting the product's tabs in the mounting plate's grooves.The device will rotate into position,�ocking the product's pins into the •Rotary switch for horn tone and three volume selections � mounting plate's terminals.The device will temporarily hold in place •Outdoor products UL listed to UL 1638(strobe)and UL 464(horn) with a c�tch until it is sec�red with a captured mounting screw. outdoor requirements •Outdoor products NEMA 4X rated The SpectrAlert Advance series includes outdoor notification •Compatible with MDL sync module appliances.Outdoor strobes and horn/strobes(iwo wire and four wire)are availabie for wall or ceiling.Outdoor horns are available for wall only.All System Sensor outdoor products are rated between minus 40 degrees Fahrenheit and 151 degrees Fahrenheit in wet or Agency Listings dry applications. s�sNn�s 7725-1653:18fi lindcorsvabes) ', F� .9�� R00.7653�1 B7(ou[doa ma6es) �+` FM M�l1 ��) 77�1653:788�hortJmohes, approved �`� dnmdstrobesl U�EO APPROVm � 7135-1fi53:189C�s.rhimes) 54011 3023572 MEA452-05-E . � 55512 5359? SpectrAlert Advance Spec�fications General 5pectrAlert Advance horns,strobes and horn/strobes shall mount to a standard 4 x 4 x 1 Yz-inch back box,4-inch octagon back box or double-gang back box.Two-wire products shall also mount to a singie-gang 2 x 4 x t�/�-inch back box.A universal mounting plate shall be used for mounting ceifing and wall products.The notification appiiance circuit wiring shall terminate at the universal mounting plate.Also,SpectrAlert Advance products,when used with the Sync•Circuit Module accessory,shall be powered from a non-coded notification appliance circuit output and shall operate on a nominal 12 a 24 volts.When used with the Sync•Circuit Module,l2-volt rated notification appliance circuit outputs shall operate between nine and 17S volts;24volt rated notification appliance circuit outputs shall operate between 17 and 33 volts.Indoor SpectrAlert Advance products shall operate between 32 and 120 degrees Fahrenheit from a regulated DC,or full-wave rectified,unfiltered power supply.5trobes and horn/strobes shall have field-selec[able candela settings including 15,i S/75,30, 75,95,110,115,135,150,177,7 85. Strobe The strobe shall be a System Sensor Spec[rAlert Advance Model listed to UL 1971 and shall be approved for fire protective service.The strobe shall be wired as a primary-signaling notification appliance and comply With the Americans with Disabilities Act requirements for visible signaling appliances,flashing at i Hz over the strobe's entire operating voltage range.The strobe�ight shall consist of a xenon flash tube and associated lens/reflector system. Horn%Strobe Combination . The horn/strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1977 and UL 464 and shall be approved for fire protective service. The horn/strobe shall be wired as a primary-signaling notificatio�appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances,flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system.The horn shall have three audibiliry options and an option to switch between a temporal three-pattern and a non-temporal(continuous) pattern.These options are set by a multiple position switch.On four-wire products,the strobe shall be powered independently of the sounder.The horn on horn/strobe models shall operate on a coded or non-coded power supply, Outdoor Products SpectrAlert Advance outdoor horns,strobes and horn/strobes shall be listed for outdoor use by UL and shall operate between minus 40 degrees and 151 degrees Fahrenheit.The produc[s shall be listed for use with a System Sensor outdoor/weatherproof back box with half inch and three-fourths inch conduit entries. Synchronizatian Module The module shali be a System Sensor Sync•Circuit model MDL listed to UL 464 and shall 6e approved for fire protective service.The module shall synchronize SpectrA�erc strobes at 1 Hz and horns at temporal three.Also,while operating the strobes,the module shall silence the horns on horn/strobe models over a single pair of wires.The module shall mount to a 4��/,b x 4��he x 2�/�-inch back box.The module shall also controi two Style Y(class B)circufts or one Style Z (class A)circuit.The module shall synchronize multiple zones.Daisy chaining two or more synchronization modules together will synchronize all the zones they control.The module shall not operate on a coded power suppiy. Standard Operating Temperature 32°F to 120°F(0°C to 49°C7 K Series Operating Temperature —40°F to 151°F(-40°C to 66°C) Humidity Range 10 to 93%non-condensing(indoor products) Strobe Ftash Rate 1 flash per second Nominaf Voltage Regulated 12DUFWR or regulated 24DC1FWR' Operating Voltage RangeZ 8 to 17.5 V(12V nominal)or 16 to 33 V(24 nominal) Input terminal wire gauge 12 to 18 AWG Ceiling mount dimensions(including lens) 6.8"diameter x 2.5'high(173 mm diameter x 64 mm high) Wali mount dimensions(induding lens) 5.6t x 4.7'W x 2.5'D(142 mm L x 119 mm W x 64 mm D) Horn dimensions 5.61 x 4.71N x 13'D(142 mm L x 119 mm W x 33 mm D) Wall-mount back box skirt dimensions(BBS-2,BBSW-2) 5.9t x 5.0 W x 2.2'D(151 mm L x 128 mm W x 56 mm D) Ceiling-mount back box skirt dimensions(BBSC-2,BBSCW-2} 7.1"diameter x 2.25"high(180 mm diameter x 57 mm high) Wall-mount weatherproof back box dimensions(SA-WB6) 5.71 x S.1 lN x 2.0"D(145 mm L x 130 mm W x 51 mm D) CeilinG-rr,ourt�veatharproof back box dimansicns(SA-U�,'BSC) 7.1'diameter x 2.0"high(180 mm diameter x 51 mm high) Wali-mount trim ring dimensions(TR-HS,TRW-HS) 5.7"L x 4,87 2'W x 0.35�(146 mm L x 122 W mm x 9 D mm) Ceiling-mounttrim ring dimensions(TRC-H5,TRCW-HS) 6.9"diameter x 0.35 high(176 mm diameter x 9 mm high) Notes: 1.Fuil Wave Rectified(FWR)voltage is a non-regulated,time varying power source that is used on some power supply and panel outputs. 2.P,S,PC,and SC products will operate at 1�V nominal only for 15 and 15/75 cd. A05-0395-0OS UL Current Draw Data . , ► 8-17.5 Volts 16-33 Volts 8-17.5 Volts 16-33 Volts �andela DC FWR DC FWR Sound Pattern d6 DC FWR DC FWR Standard 15" 123 128 66 71 Temporal High 57 55 69 75 Candela Range 15/75" 142 148 77 81 Temporal Medium 44 49 58 69 30• NA NA 94 96 Temporal Low 38 44 44 48 75* NA NA 158 153 Non-temporal High 57 56 69 75 95` NA NA 781 776 Non-temporal Medium 42 50 60 69 710 NA NA 202 195 Non-temporal �ow 41 44 50 50 115 NA NA 210 205 Coded High 57 55 69 75 High 135 NA NA 228 207 Coded Medium 44 51 56 69 Candela Range 150 NA NA 246 220 Coded Low 40 46 52 50 177 NA NA 281 Z51 185 NA NA 286 258 r 8-17.5 Volts t 6-33 Volts DC input 75 15/75 15 15/75 30 75 95 110 115 Temporal High 137 147 79 90 107 176 194 212 21 S TemporalMedium 132 144 69 80 97 157 782 201 210 Temporal Low 732 143 66 77 93 154 179 198 207 Non-temporal High 141 152 91 100 116 176 201 221 229 Non-tempo2l Medium 133 145 75 85 102 163 187 207 216 Non-temporal Low 131 144 68 79 96 156 182 201 210 FWR Input Temporal High 136 155 88 97 112 168 190 210 218 Temporal Medium 129 152 78 88 103 160 784 202 206 Temporal Low 1�9 151 76 86 101 160 184 194 201 Non-temporal High 14� 161 103 112 126 181 203 221 229 Non-temporal Medium 134 155 85 95 110 166 189 208 216 Non-temporal Low 132 154 80 90 105 161 784 202 211 � - - 16-33 Volts 16-33 Volts DClnput 135 150 777 185 FWRlnput 135 150 177 185 Temporal High 245 259 290 297 Temporal High 275 231 258 265 Temporal Medium 235 253 288 297 Temporal Medium 209 224 250 258 Temporal Low 232 251 282 �92 Temporai Low 207 221 248 256 Non-temporal High 255 270 303 309 Non-temporal High 233 248 275 281 Non-temporal Medium 242 �59 293 299 Non-temporal Medium 219 232 262 267 Non-temporal Low 238 254 297 295 Non-temporal Low 214 229 256 262 Candela Derating Horn Tones and Sound Output Data For K series produc[s used at low temperatures,listed candela � ,,_ � ratings must be reduced in accordance with this table. 24 Volt Nominal • 8-17.5 16-33 �� Switch Volts Vo{ts Reverberant Anechoic Listed Candela Candela ratina at-40'F position Sound Fattern do �� FWR �C FV4'R �C FWR DC �UV,'R 15 1 Temporal High 78 78 84 S� 88 88 99 98 15/75 Do not use below 32°F 2 Temporal Medium 74 74 80 80 86 86 96 96 3� 3 Temporal Low 71 73 76 76 83 80 94 89 75 � 4 Non-temporai High 82 82 88 88 93 92 100 100 95 �� 5 Non-temporai Medium 78 78 85 85 90 90 98 98 110 >>� 6 Non-temporal Low 75 75 81 81 88 84 96 92 115 >>S 7' Coded High 82 82 88 88 93 92 107 101 135 135 g+ Coded Medium 78 78 85 85 90 90 97 98 150 150 9t Coded Low 75 75 81 81 88 85 96 92 �� tSettings 7,8,and 9 are not available on 2-wire horn/strobe. 185 185 aos-o�os-aos SpectrAlert Advance Dimensions �4.Y 25' _ 6.8" Dia. I 2.5" 5.6" Wall-mount horn/strobes Ceiling-mount horn/strob=s 71- �2.25� /2.0" Da' 5.05"� �2.23�+{ Dia. � � 000�o � � � � � O '� 0 0 2.°- � � ° ° � 5.98' 62' 0 o a O � � o � O o o O � Q l.--�--�1 � Wall back box skirt Ceiling back box skirt Watl weatherproof back box Ceiling weatherproof back box SpectrAlert Advance Ordering Information .- �- Wall Horn/Strobes Ceiling Horn/Strobes(cont'd.) P2R*t 2-wire Horn/Strobe,Standard cd�,Red PC4W 4wire Horn/Strobe,Standard cd,White P2RH* �-wire Horn/Strobe,High cd,Red PC4WH 4-wire Horn/Strobe,High cd,White P2RK*° 2-wire Horn/5trobe,Standard cd,Red,Outdoor Ceiling Strobes P2RHK° 2-wire HorNStrobe,High cd,Red,Outdoor SCR' Strobe,Standard cd,Red P2W' 2-wire Horn/Strobe,Standard cd,White SCRH* Strobe,High cd,Red P2WH* 2-wire Horn/Strobe,High cd,White SCRK° Strobe,Standard cd,Red,Outdoor P4R* 4wire Horn/Strobe,Standard cd,Red SCRHK° Strobe,High cd,Red,Outdoor P4RH' 4-wire Horn/Strobe,High cd,Red SCW't Strobe,Standard cd,White P4RK° 4wire Horn/Strobe,Standard cd,Red,Outdoor SCWH*t Strobe,High cd,White P4RHK° 4wire Horn/Strobe,High cd,Red,Outdoor Horns P4VJ'" 4wire Horn/Strobe,Standard cd,White HR Horn,Red P4WH" 4wire Horn/Strobe,High cd,White HRK° Horn,Red,Outdoor Wall Strobes HW Horn,White SR*t Strobe,Standard cd,Red Accessor�es SRH'� Strobe,High cd,Red BBS-2 Back 8ox Skirt,Wafl,Red SRK° Strobe,Standard cd,Red,Outdoor BBSW-2 Back Box Skirt,Wall,White SRHK Strobe,High cd,Red,Outdoor BBSC-2 Back eox Skirt,Ceiling,Red SW Strobe,Standard td,White BBSCW-2 Back Box Skirt,Ceiling,White SWH* Strobe,High cd,White TR-HS Trim Ring,Wall,Red Ceiling Horn/Strobes TRW-HS Trim Ring,Wall White PC2R" 2-wire Horn/Strobe,Standard cd,Red TRC-HS Trim Ring,Ceiling,Red PC2RH* �-wire Horn/Strobe,High cd,Red TRCW-HS Trim Ring,Ceiling,White PC2RK° 2-wire Horn/Strobe,Standard cd,Red,Outdoor Notes: PC2RHK° 2-wire Horn/Strobe,High cd,Red,Outdoor *Add"-P"to model numberfor piain housing(no"FIRE"marking on cover),e.g., PC2W t 2-wire Hom/Strobe,Standard cd,White P2R-P. PC2WH*t 2-wire Horn/Strobe,High cd,White t Add"-SP°to model number for"FUEGO'marking on cover,e.g.,P2R-SP. PC4R 4wire Horn/Strobe,Standard cd,Red ��Standard cd°refers to strobes that indude 15,15/75,30,75,95,110,and 11 S candeta settings.'High cd"refers to strobes that include 135,150,177,and 185 PC4RH 4wire Horn/Strobe,High cd,Red candela settings. PC4RK 4-wire Horn/Strobe,Standard cd,Red,Outdoor All outdoor units ending in"K"include a weatherproof back box. PC4RHK° 4-wire Horn/Strobe,High cd,Red,Outdoor Q Add"-R"to model number for weatherproof replacement device(no back box induded). "�� 020085ystemSensa. c `� � � 3825 Ohio Avenue•St.Charles,IL 60174 am�a�m�:�q�c,on,a�e�e,�,<<,ou<ev�mryn�,s-�a omra �� Phone:80o-SEN50R2•Fax 630-377-6495 °1f'�'��°d"nidmnauon,indudingihetarest�,er9mdtivsdatasheec A05-0345-0OS•B/�B•72018 o• � I D W � � � _.. - _-___ . ._.t_ — _... _ . � . _._.._ . — ..._ _.____— I ___.. . 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I d D � — � m�g m � �', y �mA 5 I N N U . O�� Am � Z I � ._ i . �m . � .. p ' ! Townzen & Associates '� ' ,, � , � ' Plan Approval � I -� ____ I _ � y W The plans submitted for review are approved in accordance -----.__ __ with local and state applicable standards. This approval - -- does not relieve the applicant of the responsibility of compliance with the applicable codes. ❑Approved with comments �Approved as submitted ��t �"'`�'s� �ate:5/�1 I's