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APPLICATIONS, CO, MULT DOCS - 06-00571 - Applebee's Restaurant
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Main St. / Rexburg, ID. 83440 one Fax Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: Name and Address of Owner: Contractor: Special Conditions: Occupancy: 0600571 International Building Code 2003 975 University Blvd Applebees Type V, 1 Hour Restaurant -194 No Rci Realty, Llc 5350 Dtc Parkway Englewood, CO 80111 Crosslands Construction Co Assembly, less than 300, without a stage This Certificate, issued pursuant to the requirements of Section 109 of the International Building Code, certifies that, at the time time of issuance, this building or that portion of the building that was inspected on the date listed was found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy was classified. Date C.O. Issued: June 07, 200 (10:39AM) C.O Issued by: Building Official There shall be no further change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing Fire Inspector: Electrical TEMPORARY 0 U � '•E E t NED ltE' CITY OF Certificate of Occupancy_ REX Ameritds Family Community City of Rexburg Department of Community Development 19 E. Main St. / Rexburg, ID. 83440 P Fax Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: 0600571 International Building Code 2003 975 University Blvd Applebees Type V, 1 Hour Restaurant -194 No Name and Address of Owner: Rci Realty, Llc Contractor: Special Conditions: Occupancy: 5350 Dtc Parkway Englewood, CO 80111 Crosslands Construction Co Assembly, less than 300, without a stage This Certificate, issued pursuant to. the requirements of Section 109 of the Intemational Building Code, certifies that, at the time time of issuance, this building or that portion of the building that was inspected on the date listed was found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy was classified. Date C.O. Issued: June 07, 200 (10:39AM) C.O Issued by. Building Official There shall be no further change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing Inspector: Fire Inspector: Electrical t ~' �IiQ June 8, 2007 To File: 06 00341 & 06 00571 Applebee's Restaurant CITY OF RE X B URG OW America's Family Community On June 7, 2007, Planning and Zoning performed a final inspection for issues regarding the approved site plan. The following items are those that are outstanding and should be addressed in order to consider the project completed: 1) Trash receptacle needs to be moved to enclosure 2) One tree is missing on the. south side of the building. 3) Benches need to be installed. Recommendations: 1) Handicapped & "To Go" signs should be lowered 1 1 /2 feet in height 2) Four additional trees should be planted: two at the northeast corner of the building, and two along the southwest corner of the lot abutting right -of -way. The Planning and Zoning Department would request that a temnorn certificate of occupancy be issued that is valid until July 9, 2007 in order for the development to resolve the above stated issues. The plumbing inspector, Brad Johnson, has approved the final plumbing inspection. Backflow reports need to be submitted. Brad is out of the office until Monday, June 1 l th- He will sign the Certificate of Occupancy when he returns. Gary Leikness Planning and ZoningAdminittrator 19 E. Main Rexburg, ID 83440 P. O. Box 280 Phone (208) 359.3020 ext.314 Fax (208) 359.3024 gary0a rexburg.org —rexburg.org • �v CffY OF r R_EXBURG '+ Phone 205- 35'3-3 X UZU UO AMERICA'S FAMILY COMMUN TY 19 E. Main St. Rexburg, Idaho 83440 Fax: 208 -359 -3024 www.rexburo.ora cdd @rexburg.org APPLICATION: "CONSTRUCTION PERMIT" CONSTRUCTION PERMIT #: _ NO PERMIT APPROVED: YES/ NO $50.00 FEE PAIIY: APPROVED BY• ,� Anni i^Amlr IAICrICHATIMP BUSINESS NAME: �- OFFICE ADDRESS: 11.0 `' L- G r^ L � . CRY Up OFFICE PHONE NUMBER: CONTACT PERSON: CELL PHONE # (-210:r d a � - LOCATION OF WORK TO BE DONE: STREET ADDRESS WHERE WORK WILL BE DONE: � `7 S' (A n)1 dc� j BUSINESS NAME WHERE WORK WILL BE DO S A TO a S .y --*7 DATES FOR WORK TO BE DONE. CONTACT PERSON: PHONE NUMBER:. ELL # - WE ZD& - _ fP s PLEASE CHECK THE TYPE OF PERMIT(S) YOU ARE APPLYING FOR: AUTOMATIC FIRE - EXTINGUISHING SYSTEMS ❑ COMPRESSED GASES ❑ FIRE ALARM AND DETECTION SYSTEMS AND RELATED EQUIPMENT ❑ FIRE PUMPS AND RELATED EQUIPMENT ❑ FLAMMABLE AND COMMBUSTIBLE LIQUIDS ❑ HAZARDOUS MATERIALS ❑ INDUSTRIAL OVENS ❑ LP -GAS ❑ PRIVATE FIRE HYDRANTS ❑ SPRAYING OR 'PING ❑ ST ❑ TE RES, TENTS, AND e T/I APP NTS GNATUR DATE ■ ssssssssssssasssssssssssss'■ ssssssssss ■■sssssasssssssssssssss ■ss■ 04/30/2007 16:23 614326 #0 CAS REG 52 • PAGE 04 LO C) C) co C) -6-0 L cn (D imi Rd W r, ^ J J ¢ L) W C) LAI WQQ mL7 .- .•,QNO%ONU MUON 0N0 �� > > Z z I A tr —4 r . —4 -4 . -i . -i -i " J m W r, o f ,� d d' d d d' d' d' v v d' J J J J WWULO 4� U � v\rvvvvvv+0 ¢¢ � Y W CU CY)<Q 3 ��JJJJJJJJJJYm2c)o <Z�wwAZ000JU W J.�.�XxxXXXXzXZQWoL71¢7¢CL F - QZF - I-C a3v - vY OegwwwWwwwwwwwww L�. 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C6 .0 c� N d l7 4 = a ° - -- N X Yx0 �o � v CIn OF KEXB UKG BUILDING PERMIT APPLICATION Plea 0600571 n! 19 E MAIN, REXBURG, ID. 83440 If the i Applebee's Restaurant ►ie 208 - 359 - 3020 X326 PARCEL NUMBER: ��� ,1�� (We will provide this for you) SUBDIVISION: UNIT# BLOCK# LOT# Is based on the information - must be accurate) * Seller to concurrently split lot !VAME.•Floyd Wilcox & Son's Inc CONTACT PHONE # 208 -356 -7563 c/o Lynn Wilcox PROPERTY ADDRESS: Q7-, TTni •r PHONE #: Home ( ) Work (208) 356 -7563 Cell ( ) OWNER MAILING ADDRESS: 1110 Golden Beauty CITY: Rexburg STATE: ID ZIP: 8344 Drive EMAIL lynn@wmgGal PS _ (•om FAX ..208) 356 -6669 APPLICANT (If other than owner RCI Realty. LLC, c/o Galloway Romero & Associates (Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) APPLICANT INFORMATION: ADDRESS 5350 DTC Parkway CITY: Greenwood Vil lage STATE; CO ZIP 80111 EMAIL Peggy friesen @graa. cq nAX (303) 770 -3636 PHONE #: Home ( ) Work (303) 770-818,84 Cell ( ) CONTRACTOR Crosslands Construction CO., ATTN: Jeff Durbon MAILING ADDRESS: 2525 S. University Blvd CITY Denver STATE CO ZIP 80210 PHONE: Home# Work # (303) 390- Cell # (3Q3) 910 -1948 Fax # (3n2) 346 -1693 EMAIL eff, durbon@ IDAHO REGISTRI'&N # & EXPIRATION DATE RCE - 17060 6/13/0 How many buildings are located on this property? 0 Did you recently purchase this property? No Yes (If yes give owner's name) Under contract - see a bove Is this a lot split? NO YES (Please bring copy of new legal description of property) PROPOSED USE: Restaurant (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalt ofperjur I hereb certif that I have read this application and state that the information herein is correct and I swear that any information which may hereafter be given by me in hearings before the Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above - mentioned property for inspections purposes. NOTE: The building official may revoke a permit on approval issued under the provisions of the 2003 International Code in cases of any false statement or misrepresentation of fact in the applicati on the plans on whicIL the emut or approval ased. Pernut void if not started within 180 days. Permit void if work stops for 180 days. Signature of Ow Applicant Wochec fl n Do you prefer to be contacted by fax, email or phone? Circle One v WARNING — BUILDING PERMIT MUST BE POSTED ON CONST SITE! Plan fees are non - refundable and are paid in full at the time of application be 1 2005. City of Rexburg's Acceptance of the plan review fee does not constitu OV 2 nu 20, * *Building Permit Fees are due at time of application ** * *Building Permits are void does not clear C ITY OF RE 1 2 NOV,.17.2006 12;46PM GA OWAY ROMERO NO, 3418 P. 2 i aEx „v CITY O � F Z Ell.la j BUILA1NG S.4FETY Dk PA ;N '1' 19 F Mewl (M) Box 2” Phonc. 208.3�M010 x326 Al"i 01Trn's Enmity Cimimsnily ReAucv, Idaho 85440 Fix: 108.357 -3024 W1t71Lti'S�N�LYSgVS �i[I +r�v... %�K ��w Affid of Legal Interest State of Idaho County of Madison 1 I, � 0 1.19�Ce S� O Nam".' — P Nam Address City �Ida k0 state Being first duly sworn upon oath, depose and say: (I( App4catrt is 2 Owner of Record, skip to B) A. 'That I am the record owner of the property desctibed on the attached, and. I grant my permission to: Galloway Romero & Aiagoriare+ 5350 DTC Parkway- Grgan aa. llage, CO Name on behalf of RCZ Realty, .rddtess 80111 to submit the accompanying Application pertaining to tha'Uropeny, B. I agree to indemnify, defend And hold Rexburg City and its employees harmless from any claim. or liability resulting from any dispute as to the statements contained hetin or as to the ownership of the property which is the subject of the application. Dated this _ - [7 s of zi %� s• K Subscribed and sworn to before me the day and year fast above written. �A 1_0 Cp <J_ 2' -,� No lic of Idaho ' N NOTARY Residing at: PUBLiC ' My commission etipirms: 03/ 691 .? o/ qr— OF tQ� Bui g Safety Department City of Rexburg 19 E. Main Rexburg, ID 83440 jonellh @rexburg.org Phone: 208.359.3020 www.rexburg.org Fax: 208.359.3024 ��O pERB �AC'7 U � CITY OF REXBURG Americas Family Community APPLICATION: "CONSTRUCTION PERMIT" CONSTRUCTION PERMIT #: PERMIT APPROVED: YES/ NO $50.00 FEE PAID: YES /NO APPROVED BY: - APPLICANT INFORMATION: Business Name: Office Address: Cc's t c c t�� me,' Etc v\ ` �• City State Zip Office Phone Number: a- 1M��� Contractor Performing the Work: KCAL x--Va Contact Person: Cell Phone # ( ) 9, A k ` -~ _ { - LOCATION OF WORK TO BE DONE: Street Address Where Work Will Be Done: Business Name Where Work Will Be, Done: �:�►.�` Dates For Work To Be Done: S !mil To tD 1 Contact Person: ivv, C6 � �� Phone Number: ( ) `�z\N Cell # PLEASE CHECK THE TYPE OF PERMITS) YOU ARE APPLYING FOR: ❑ AUTOMATIC FIRE- EXTINGUISHING SYSTEMS ❑ COMPRESSED GASES �K FIRE ALARM AND DETECTION SYSTEMS AND RELATED EQUIPMENT ❑ FIRE PUMPS AND RELATED EQUIPMENT ❑ FLAMMABLE AND COMMBUSTIBLE LIQUIDS ❑ HAZARDOUS MATERIALS ❑ INDUSTRIAL OVENS ❑ LP -GAS ❑ PRIVATE FIRE HYDRANTS ❑ SPRAYING OR DIPPING ❑ STANDPIPE SYSTEMS � , 7 CITY OF REXBURG ❑ /TEM&ORARY MEMBRANE STRUCTURES, TENTS, AND CANOPIES WzL,__, S 4 6 kq Appli cant.:.:gnat : . ............................... Dat a. .............................. 7 KEITH BONDS PAGE 03/06 02/07/2007 13:21 256359 V Action Mecnantcal { FEB-07-07 '12:01 PM .. Plow complete tiw endre 4V ca60111 yy l f tFw c�+a�ados does It4t Wp19 M in NA foe Pon WPPU& k �Cl`t0�� <h�Ill 4�fll �zdidi 7 ., rzr e i nccz; r_.. - v , v ;r �.r•n('� ,CQIT,tre'F?•!c'+'fAG.E:• 1 Sha11 inciuric -1,e :rcteitor wtsl rnesau:• »r..ntr 9 7;;uinsahed 13xec:RSC:rt _... -._.. ..•'. —� � -u•, ?-L - Atm.— _.— h D cr1 �{ a ,q r• ; ces� — :hid rt Y•; -- ._»...�.— � -^" ; �I'" z • Wtttet Diatrt Sias' ','Vatcr ;r[cctr:t Quanc�ry: _.....__ -- --- •��„_,.•,.,........_. ReyuuedYl PILUAMING r i•*v1� ��tins a;cuauwu:i � hi�:me: f� c 1. f�Q$. '�JS Z�..G,�� -. S�.�inefS L'h�s`1a�c' (��'� � -_•� r :!T1:rC[J :t,r. .. Fa �.�G... ++�.a. --•=- j fL�►". C���ti .G.4C�'7r'.lNi�:f�slla��ue� -s! �;,;3;•tt•rayi�ct ru I7ma.°o :'M:R ►i L ti ",1 Water Sc.ilmeler Fiotrubiscs 1 ...... Ga:br�e LtiEpc•csi - - ----- �'aRt 1•'1 x r;:r — ....._•— JiA�tt i ;Lauat:':icz. k"tiekmt• �. tea% enop; Estimate f • (Corn me:cial Only) Dow TN t, q� :' liad�'i6 nnarN>.r •e!rinM i, u. !sra► � e/Yi•� rjc :: '1- i' � :a. L l CITY OF REXBURG c 02/07/2007 13: 256359* KEITH BONDS • P.Iftft Coexplete the el"ire V *4 qMwdM deft not ap* 0 #M NA he RAft A"M"le MAMB — 4- oeJ- C ?ROPERTY AM PAGE 04/06 AVeq&dkvdt11 MECH"MaU \krbAAizwl Conmetoes Name: 27-RE --&vinut N-� rue- 6-4 ,yz ./— - Contact phone: 8tWn,-uPhom( .Aegbwew z8dMlu JFMM4 Only) M-TU"S & APPLUPAW CO(j?Vr ~ FxwW P"A%qt ODA .#V Feet <102 Pape Oudm indvAq swNwd lij ag futtwe oudem We ptessucc kwow $up*) Ml -meat Pore e A chotap*� ew p 911dNAP CA %ML M itwdidth Elm ib ANAGAdou fQW 9L QWM ba sbowszohmia O L qui*dP speaftefucwmadcammm Lews I is G• l� .00 CITY OF REXL9URG bXbRust of vast 0wo Furnace, /.11e C"44ana CowJ" Dever vehim 14ftt pump _„ Hoed Vats Ak Corla*x= Cook Stove Vent F.V:kpmdvt Bskh Foll Vents Unit Heasa other sirmLu vow & dwtr spw-. No= tkromdvm gas-Grod fffbaftee Tncitw-tator Stamm Feet <102 Pape Oudm indvAq swNwd lij ag futtwe oudem We ptessucc kwow $up*) Ml -meat Pore e A chotap*� ew p 911dNAP CA %ML M itwdidth Elm ib ANAGAdou fQW 9L QWM ba sbowszohmia O L qui*dP speaftefucwmadcammm Lews I is G• l� .00 CITY OF REXL9URG ®■� FEB -07 -2007 WED 11 19 AM GIETZEN ELECTRIC FAX NO, 208 543 4611 P. 01 NNE ... Building Safety Department City of Rexburg 19 E Main jane11h@rexburg.org Phone: 208.359.3020 x326 Rexburg, ID 83440 www.rexburg.org Fax' 208.359.3024 Permit 406 00571 OWNER'S NAME � PROPERTY ADDRESS ' " Applebee's Restaurant SUBDIVISION BLOCK 975 University Blvd PH ASE LOT Required!!! .. ELECTRICAL '. D � j� Cry Business Name Electrical Contractor's Name -b� i t Ciry kLl State Zip ? 3 Address .�' , .^ . Cell Phone k)8 ����� Business Plapne LJY 0 { D Electrical Estimate (cost of wiring & labor) $ (COMMERCIAL/MULTI ONLY) TYPES OF INSTALLATJON (New Residcnrial includes eve -TT g aantained withza the residential structure and attached gamy r at the samr dmc) Up to 200 amp Service* 201 to 400 amp Service* A vr� „ Over 400 amp Services ? - C C' + 7 Temporary Construction Service, 200 amp or less, one location (for a period not to excecd 1 year.) Existing Rcsidcntial (# of Branch Circuits) Spa, Hat Tub, S «rinaming Pool Electric Ccntral Systems Heaving and /or Cooling ( when not parr. of a new residenual conrtmcdon permit and no additional wiring) Modular, Manufacturcd or Mobile Home Other Installations' Wiring not specifically covered by any of the above Cost of Wiring & Labor: $ Pumps (Domestic Water, Irrigation, Sewage) V Ke-qur-, te , d ' 1ns ctions (of existing wising) seanent /Industry Additional inspe ctions charged at r ra equested inspection te of $4.0 per hour. or License number 1 5D at Ttie Cats of 1 .xbaig�f rcberlule it /J) rams or rey ei�cd Ly the CITY OF REXBURG � ...._...., ......._ ....................... ......_ - .- ..,...... �r � JL E � 7 -��,A Permit 406 00571 OWNER'S NAME � PROPERTY ADDRESS ' " Applebee's Restaurant SUBDIVISION BLOCK 975 University Blvd PH ASE LOT Required!!! .. ELECTRICAL '. D � j� Cry Business Name Electrical Contractor's Name -b� i t Ciry kLl State Zip ? 3 Address .�' , .^ . Cell Phone k)8 ����� Business Plapne LJY 0 { D Electrical Estimate (cost of wiring & labor) $ (COMMERCIAL/MULTI ONLY) TYPES OF INSTALLATJON (New Residcnrial includes eve -TT g aantained withza the residential structure and attached gamy r at the samr dmc) Up to 200 amp Service* 201 to 400 amp Service* A vr� „ Over 400 amp Services ? - C C' + 7 Temporary Construction Service, 200 amp or less, one location (for a period not to excecd 1 year.) Existing Rcsidcntial (# of Branch Circuits) Spa, Hat Tub, S «rinaming Pool Electric Ccntral Systems Heaving and /or Cooling ( when not parr. of a new residenual conrtmcdon permit and no additional wiring) Modular, Manufacturcd or Mobile Home Other Installations' Wiring not specifically covered by any of the above Cost of Wiring & Labor: $ Pumps (Domestic Water, Irrigation, Sewage) V Ke-qur-, te , d ' 1ns ctions (of existing wising) seanent /Industry Additional inspe ctions charged at r ra equested inspection te of $4.0 per hour. or License number 1 5D at Ttie Cats of 1 .xbaig�f rcberlule it /J) rams or rey ei�cd Ly the CITY OF REXBURG Please complete the entire Application! If the question does not apply fill in NA for non applicable NAME Applebee's PROPERTYADDRESS 975 University Blvd SUBDIVISION Wilcox Subdivision, Lot 6A Dwelling Units: Parcel Acres: 1.114 Permit# SETBACKS FRONT 65' SIDE 84' SIDE 45' BACK 24' Remodeling Your Building /Home (need Estimate) $ SURFACE SQUARE FOOTAGE.- (Shall include the exterior wall measurements of the building) First Floor Area Unfinished Basement are, Second floor /loft area Finished basement area_ Third floor /loft area Garage area Shed or Barn Carport /Deck (30" above Water Meter Quantity: 1 '` Water Meter Size: 2 Required!!! PLUMBING Plumbing Contractor's Name: TBD Business Name: Address City State Zip Contact Phone: ( ) Business Phone: ( ) Email FIXTURE COUNT Cinclud0groughed fixtures) Clothes Washing Machine Dishwasher Floor Drain Garbage Disposal Hot Tub /Spa Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate $. (Commercial Only) Required! Signature of Licensed Contractor The City of & Sprinklers Tub /Showers Toilet /Urinal Water Heater Water Softener License number Date 's permit fee schedule is the same as required by the State of Idaho 02/07/2007 13:21 25635960 KEITH BONDS PAGE 06/06 FEB. 6. 2007 4 :30PM GALLOWAY ROMERO N0 F. 4 ��l o SUBCONTRACTOR LIST Special Constmcdon (man or supplier) Mof TtU63CS' fie Mor/CcifingjoLstw Sidi j39/ExwAQf'rrjm_ tv2A _P3 CITY OF R.'-:XP- . Ay' EkCavadon & EaAwotk Zoe - M jgonq. . L-4,V 4 -5 o nxr g 2 0 , 0 7 ,q Roo[uW- 15& 36 ITIsulatim -33 o2K .)J7 2og- Floor coviw 7 7 5, Plumbing /�'��G .,iAN�ritG 2d8- 47 Hmtin&.- EV e e: �g Special Constmcdon (man or supplier) Mof TtU63CS' fie Mor/CcifingjoLstw Sidi j39/ExwAQf'rrjm_ tv2A _P3 CITY OF R.'-:XP- 02/07/2007 13:21 25635960 KEITH BONDS 0 PAGE 05/06 S S JC rm O rL kA U U 'I R A. rA I E7 S S JC rm O rL kA U U 'I F� 0 0 nj 7.1 �I rA E7 eq. " F� 0 0 nj 7.1 �I 02/07/2007 13:21 2563596 Fab 05 2007 1:09PM HP LHSERJET 3330 a 0 0 v p� Wl D g�m a KEITH BONDS 0 Fl I . - IL st r 0 C A R� o o Fl I . - IL st r 0 PAGE 02/06 __. P. _ !'1 O O b 0 ti Z $0 O. O z C) nq O co w O cl M1r V k5 . +. r PAGE 02/06 __. P. _ !'1 O O b 0 ti Z $0 O. O z C) nq O co w O cl 0600571 oQ vtiXx ti 'a CITY OF Applebee's Restaurant REX BURG BU I LD I NG SAFETY DEPARTMENT C w - 19 E. Main Se. APnMca' Family Commu "b-& Idaho 83"o Phone: 206.359-30W x326 iy wamicibumaQ Fax 2p6_339.3024 APPLICATION: "CONSTRUCTION PERMIT" CONSTRUCTION PERMIT #: _ PERMIT APPROVED: YES/ NO $50 FEE PAID; YES /NO P APPROVED BY: BUSINESS N AMM: Reorguran C ondeDCS 11, LLC OFFICE ADDRESS 6551 S Revere Parkway, Suite 130, Englewood, rn 80111 `— ity OFFICE PHONE NUMBER: ) 873 -2406 S WAC 2:p CONTACT PERSON: Kri stin Karmaz . CELL PHONE # NF. STREET ADDRESS WHERE WORK WILT., BE DONE: 75 university BUSINESS NAME WHERE WORK WILL BE DONE ebee 'a � DATES FOR WORD TO BE DONE: TO CONTACT PERSON: K t qL __ hOitc+ an�Aipn PHONE NUMBER: ( # (2510) - 110 PLEASE CHECK THE TYPE OF PERMIT(S) YOU ARE APPLYING FOR: 69 AUTOMATIC FIRE - EXTINGUISHING SYSTEMS ❑ COMPRESSED GASES 9 FIRE ALARM AND DETECTION SYSTEMS AND RELATED EQUIPMENT ❑ FIRE PUMPS AND RELATED EQUIPMENT FLAMMABLE AND COMMBUSTIBLE ❑ ILkZARDOUS MATERIALS ❑ INDUSTRIAL OVENS ❑ LP -GAS ❑ PRIVATE FIRE HYDRANTS n SPRAYING OR DIPPING 0 STANDPIPE SYSTEMS NOV 2 0 2006 cin of RExauRc IJ TEP MEMBRANE STRUCTURES, TENTS, AND CANOPIES • !I . Zob APPLI TS SI ATU DATi " r - -r■ ��fr���ffrffffrffff�iff�rf fffffr�fffa■ 1ff ■fffr��f �r�r�f rrffff�rr ff �rfffffff fffr� Z d ObZ£6Z l l05 'ON /O l L l '1S /Z l L l 90E 8 l l (03M) a3AN30 10d NOad 0 0 Page 1 of 1 JaNell Hansen (9U 5^7 "A From: Richard Horner Sent: Wednesday, January 03, 2007 1:24 PM To: JaNell Hansen; John Millar Subject: RE: Applebee's Street Impact Fee That fee looks good to me. The hookup fees should probably be figured compared to Hard Hat sq footage and water usage. Aren't there some front foot fees that have to be charged too? Richard R. Horner Chief Financial Officer City of Rexburg PO Box 280 (12 N. Center) Rexburg, Idaho 83440 208 - 359 -3020 x327 richard(l,d)rexburg.org From: JaNell Hansen Sent: Wednesday, January 03, 2007 1:10 PM To: John Millar; Richard Horner Subject: Applebee's Street Impact Fee John & Richard, This is how I calculated the street impact fee for Applebee's. I chose the sit -down, high turnover category because I thought they would have a higher turnover than a place like Jaker's. Let me know if you would like me to calculate it differently. Category: restaurant, sit -down, high turnover 160/1000 sq. ft. Total sq ft is 6138 = 982.08 trips " $16.80 = $16,498.94 John — I still need to get the water & sewer hook up fees for this project. We should be issuing the permit in the next week or so provided they get back to us with revisions. Thanks, JaNell Hansen Building Safety Coordinator Phone: (208) 359 -3020 ext. 326 Fax: (208) 359 -3024 Email: ianellhkrexburg.org R, E Xlii.> RC 1/3/2007 Message Page 1 of 1 JaNell Hansen From: Marilyn Cross [marilyn_cross @GRAA.com] Sent: Thursday, February 08, 2007 9:32 AM To: JaNell Hansen Subject: RE: Applebee's Restaurant Thanks JaNell for your email. It has been forwarded to the Applebee's Contractor. They will pay the fees and pick up the plans. Thanks for all your help Marilyn Cross Galloway, Romero & Associates 303 - 770 -8884 From: JaNell Hansen [mailto:janellh @rexburg.org] Sent: Wednesday, February 07, 2007 2:04 PM To: Marilyn Cross Subject: Applebee's Restaurant Hi Marilyn, I received your revised drawings about 30 minutes ago. Attached is an invoice for the fees. The $1000 deposit is reflected in the building permit fee. The pdf file you emailed with contractor signatures will be fine. The electrical contractor faxed me the electrical permit application earlier today. There will be a building permit, an electrical permit, and a stamped set of site & building plans to pick up after Gary approves the revisions and Val stamps and signs the plans. Who will be coming in to pick it up and pay the fees? Check and credit card is accepted. The permits should be available by Friday upon Gary's approval. Sincerely, JaNell Hansen Building Safety Coordinator Phone: (208) 359 -3020 ext. 326 Fax: (208) 359 -3024 Email: ianellhkrexburg.org R.SXBURG 2/8/2007 0 0 Page 1 of 1 JaNell Hansen From: Gary Leikness Sent: Tuesday, January 30, 2007 9:08 AM To: JaNell Hansen; Val Christensen Subject: FW: Applebee's - Revised Site Plan Janell and Val, Just a heads -up on what Applebees is expecting. They will likely have the final building plans to us by next Monday and hope to have a building permit issued by that Wednesday. I have approved the site plan and landscape plan (I will stamp the large site and landscape plans). John Millar has basically signed off on the utility, lighting, and grading plans, but should review a copy of the final plans that we will get next Monday. FYI if they can start on time, it was told to me by the project manager that the tentative opening date is 6/1/2007. Gary From: Peggy Friesen [mailto:peggy_friesen @GRAA.com] Sent: Monday, January 29, 2007 5:51 PM To: Gary Leikness Cc: Andrew Grove; tdfitzp @aol.com; biliferguson @restaurantconcepts.com; Marilyn Cross; Larry Parker; Lowell Bender; jeff.durbon @crosslands.us; Keith Bonds; Harlan Eddington Subject: RE: Applebee's - Revised Site Plan Gary, Thank you for your quick turnaround today. RCI will now be able to close with the planning approvals. As I mentioned, we should forward the final building permit and CD sets to you Friday for a Monday delivery. Applebee's is hoping for building permit approval by 2/7/07 and immediate construction start. Thanks again to you and your staff, Peggy Peggy Friesen Project Manager Galloway, Romero & Associates 5350 DTC Parkway Greenwood Village, Colorado 80111 Telephone: 303.770.8884 Fax: 303.770.3636 http://www.gallowayromero.com/ This message and any attachments are intended only for the recipient name. If you are not the intended recipient you are notified that any dissemination, disclosing, copying, distributing or taking any action in reliance on the contents of this information is strictly prohibited. Galloway, Romero & Associates considers any design data to be in final form only when plotted, stamped & signed. Galloway, Romero & Associates assumes no responsibility for the unauthorized use of this data. 1/30/2007 s - r FR a a GEOTEC NICAL ENGINEERING R MATERIALS TESTING .tN 9rll�. Fr OM 4A.m C.�'cwNd Uf REPORT TO: CROSSLANDS CONSTRUCTION CO. 2525 S. UNIVERSITY DENVER, CO 80210 DATE: 05/16/07 FILE NO: CROCOM INVOICE NO: PROJECT NO: P07009A PROJECT: REXBURG APPLEBEE'S FIELD DENSITY TEST REPORT Field Method (s) Performed X (N) ASTM D2922/3017 (SC) ASTM D1556/2216 (N) AASHTO T238/239 (SC) AASHTO T191 Applicable Lab Method ASTM D698 ASTM D1557 AASHTO T99 AASHTO T180 X ASTM D4253/54 Elevation Codes FG = Finished grade EG = Existing grade SB = Subbase SG = Subgrade FTG = Footing grade AC = Asphalt B + elev = BELOW that elev A + elev = ABOVE that elev Max/Min Test Location (s) Selected by: Density OPT Material Description (s) (PCF) MOIST Strata Personnel 125.0 7.5 SUBBASE 116.5 8.5 3/4" SAND BASE GA Percent of Field Dry Lab Relative Meets Date Density Max/Min Density Requirement and (PCF) Density Obtained 1 =Yes, O =No Lab No. Location ELOY (% Mois) _(PCF) (Required) RP = Retest OK 5/16/2007 Parking lot N. side of bldg FB 124.9 125.0 100 1 57 E. corner 15' off curb 3.2 95 5/16/2007 Parking lot N. side of bldg FB 120.1 125.0 96 1 58 E. corner 30' off curb 3.5 95 5/16/2007 Parking lot N. side of bldg FB 128.3 125.0 103 1 59 100'W. of E. comer 4.7 95 10' off curb 5/16/2007 Parking lot N. side of bldg FB 124.8 125.0 100 1 60 150'W. of E. comer 3.1 95 50' off curb T Ma - r a OEOTEOHNIfAL ENGINEERtNO 8 MATERI4S TESTING 5/16/2007 Parking lot N. side of bldg FB 123.4 125.0 99 1 61 200'W of E. corner 4.5 95 40' off curb 5/16/2007 Parking lot W. side of bldg FB 120.6 125.0 96 1 62 20' E of curb 4.6 95 5/16/2007 Parking lot W. side of bldg FB 121.5 125.0 97 1 63 25' E of curb 3.7 95 5/16/2007 Parking lot W. side of bldg FB 120.3 125.0 96 1 64 10' E of curb 3.7 95 5/16/2007 Parking lot W. side of bldg FB 119.2 125.0 95 1 65 40' E of curb 3.0 95 5/16/2007 Parking lot W. side of bldg FB 124.6 125.0 100 1 66 40' E of curb 5.3 95 5/16/2007 Parking lot E. side of bldg FB 123.4 125.0 99 1 67 20'W. of curb 4.7 95 5/16/2007 Parking lot E. side of bldg FB 123.5 125.0 99 1 68 6'W. of curb 4.2 95 5/16/2007 Parking lot S. side of bldg FB 123.6 125.0 99 1 69 Center of curb 3.3 95 5/16/2007 Parking lot S. side of bldg FB 126.3 125.0 101 1 70 4.7 95 �` Reviewed by: P07085A 3.00 3.00 M R a a GEO'fECFiNiC..AL ENGINEERING E. MATERIALS TES'i1NG 19960.0 0 4/16/07 XM =F�y f Owt -Yfcc ��TrC.uKll V� 2220 P07085B GROUT PRISM TEST REPORT 3.00 9.00 Client. CROSSLAND CONSTRUCTION Report No.: 2 2525 S. UNIVERSITY Date: 4/9/2007 DENVER, CO 80210 Client No.: CROCOM 05/07/07 Project No.: P07009A Project: APPLEBEE'S REXBURG Project Address: HOLD Contractor: CROSSLAND 0 Placement Location: 3RD LIFT Set No.: 1 MATERIALS AND MIX DATA Reported by: NR Grout Supplier: WALTERS Mix No.: 40 Truck No: 85 Cement Brand/Type: TYPE I & II Ticket No: 08805 Admixtures: NR Time Batched: 7:59 AM Aggregate Source: STOCK PILE No. CY Represented: 7 REQUIRED STRENGTH, PSI 3000 @ 28 days FIELD TEST DATA Slump, inches: 8 (ASTM C -143) Field Cure Days: 2 Grout Temp, °F: 63 (ASTM C -1064) at Temp. Range, °F 40 -58 Air Temp, °F: 47 Lab cured from: Date Cast: 4/9/2007 Date Received: 4/11/2007 Time: 8:45 AM By: GA 'Note — (Grout sampled, tested & prisms cast and cured in accordance with ASTM 0-1019 using masonry blocks) LABORATORY TEST DATA (ASTM C -1019) Sample No.: P07085 Sample Prism Dimensions X -Sec Total Date Age Comp. ID Width 1 Width 2 Area Load Tested Tested Strength (inches) (inches) (sn in) (lhs) (rinvsl (nsil P07085A 3.00 3.00 9.00 19960.0 0 4/16/07 7 2220 P07085B 3.00 3.00 9.00 27380.0 05/07/07 28 3040 P07085C 3.00 3.00 9.00 28880.0 05/07/07 28 3210 P07085D 0.00 HOLD HOLD 0 Remarks/Notes: Reviewed By: Revised 12/16/03 Y /Strata Forms /Revised Reports /Grout PrismAs S T R 3T a GEt T'ECFtNit I ENC INEERINf & MATERIALS TEu^TING GROUT PRISM TEST REPORT Client. CROSSLAND CONSTRUCTION Report No.: 2 19960.0 2525 S. UNIVERSITY Date: 4/9/2007 P07085B DENVER, CO 80210 Client No.: CROCOM 27380.0 05/07/07 Project No.: P07009A Project: APPLEBEE'S REXBURG 3.00 9.00 Project Address: 05/07/07 28 3210 Contractor: CROSSLAND 0.00 Placement Location: 3RD LIFT Set No.: 1 0 MATERIALS AND MIX DATA Reported by: NR Grout Supplier: WALTERS Mix No.: 40 Truck No: 85 Cement Brand/Type: TYPE I & II Ticket No: 08805 Admixtures: NR Time Batched: 7:59 AM Aggregate Source: STOCK PILE No. CY Represented: 7 REQUIRED STRENGTH, PSI 3000 @ 28 days FIELD TEST DATA Slump, inches: 8 (ASTM 0-143) Field Cure Days: 2 Grout Temp, °F: 63 (ASTM C-1064) at Temp. Range, °F 40 -58 Air Temp, °F: 47 Lab cured from: Date Cast: 4/9/2007 Date Received: 4/11/2007 Time: 8:45 AM By: GA 'Note — (Grout sampled, tested & prisms cast and cured in accordance with ASTM C -1019 using masonry blocks) LABORATORY TEST DATA Sample No.: P07085 Sample ID Prism Dimensions X -Sec Total Date Age Comp. Width 1 Width 2 Area Load Tested Tested Strength (inches) (inches) (so in) (lbs) trtavcl tnsi) P07085A 3.00 3.00 9.00 19960.0 04/16/07 7 2220 P07085B 3.00 3.00 9.00 27380.0 05/07/07 28 3040 P07085C 3.00 3.00 9.00 28880.0 05/07/07 28 3210 P07085D 0.00 HOLD HOLD 0 Remarks/Notes: Reviewed By: Revised 12/16/03 Y /Strata Forms /Revised Reports /Grout Prism.xls Required Strength, E 7 day 28 day 1800 MORTAR CYLINDER TEST REPORT FIELD TEST DATA STRaTa G 01£v'NIYGAR ENANEEW�yplryltiHIRLS'IESIINu Total Flow, inches NR ASTM C 109 Time Batched Report to: CROSSLAND CONSTRUCTIO Cylinder ID Number P07084 No. CF Represented 2525 S. UNIVERSITY Date: 04/06/07 (sq in) DENVER, CO 80210 File No. Air Temp NR 2.00 Project No. 3.14 Project: APPLEBEE'S REXBURG Invoice No. Cylinder Curing Contractor: CROSSLAND 3.14 5680 Structure: 2 Mortar Sampled 2.00 Location: 2ND LIFT S. WALL 5800 Tested & Cylinders Cast ASTM C 780 MATERIALS AND MIX DATA 2.00 4.00 Reported by NR Date Received 04/08/07 Mix No. TYPE S Mortar Supplier PRE MIX Cement/Lime NR Method of Mixing PADDLE MIXER Cement Type I & II Agg Source NR Admixtures NR Water Source NR Required Strength, E 7 day 28 day 1800 Date Cast 04/06/07 Time 2:30 PM By: GA LABORATORY TEST DATA (ASTM C 780) Cylinder ID Cylinder FIELD TEST DATA X -Sec Total Flow, inches NR ASTM C 109 Time Batched 2:00 PM Air Content, % NR ASTM C 231 No. CF Represented NR Mortar Temp NR (sq in) (Ibs) (days) Air Temp NR 2.00 4.00 3.14 4400 04/13/07 7 1400 Cylinder Curing ASTM C 780 4.00 3.14 5680 Field Cure, Days 2 Mortar Sampled 2.00 4.00 3.14 5800 Tested & Cylinders Cast ASTM C 780 P07084D 2.00 4.00 3.14 Date Received 04/08/07 Date Cast 04/06/07 Time 2:30 PM By: GA LABORATORY TEST DATA (ASTM C 780) Cylinder ID Cylinder Cylinder X -Sec Total Date Age Comp Height Diam Area Load Tested Tested Str (inches) (inches) (sq in) (Ibs) (days) (psi) P07084A 2.00 4.00 3.14 4400 04/13/07 7 1400 P07084B 2.00 4.00 3.14 5680 05/04/07 28 1810 P07084C 2.00 4.00 3.14 5800 05/04/07 28 1850 P07084D 2.00 4.00 3.14 HOLD HOLD 0 Reviewed By: GEGi "EGHNIC..AI. ENC3INEERtNG N MATERIt S TESTING GROUT PRISM TEST REPORT Client. CROSSLAND CONSTRUCTION 3.00 Report No.: 1 04/13/07 2525 S. UNIVERSITY 980 Date: 4/6/2007 3.00 DENVER, CO 80210 27100.0 Client No.: CROCOM 3010 P07083C 3.00 Project No.: P07009A 27550.0 Project: APPLEBEE'S REXBURG 3060 P07083D Project Address: S. RAMP OFF REXBURG EXIT HOLD HOLD Contractor: CROSSLAND Placement Location: 2ND LIFT N. WALL Set No.: 1 MATERIALS AND MIX DATA Reported by: NR Grout Supplier: WALTERS Mix No.: NR Truck No: NR Cement Brand/Type: NR Ticket No: NR Admixtures: NR Time Batched: 2:32 PM Aggregate Source: NR No. CY Represented: 8 REQUIRED STRENGTH, PSI 3000 @ 28 days FIELD TEST DATA Slump, inches: 7 (ASTM C-143) Field Cure Days: 4 Grout Temp, °F: 63 (ASTM C -1064) at Temp. Range, OF 40 -58 Air Temp, °F: 54 Lab cured from: Date Cast: 4/6/2007 Date Received: 4/10/2007 Time: 3:15 PM By: GA tested & prisms cast and cured in accordance with ASTM C -1019 using masonry blocks LABORATORY TEST DATA Sample No.: P07083 Sample Prism Dimensions X -Sec Total Date Age Comp. ID Width 1 Width 2 Area Load Tested Tested Strength (inrhPCl (inchacl tcn inl (lhcl /AnXIOl (neil P07083A 3.00 3.00 9.00 8820.0 04/13/07 7 980 P07083B 3.00 3.00 9.00 27100.0 05/04/07 28 3010 P07083C 3.00 3.00 9.00 27550.0 05/04/07 28 3060 P07083D 0.00 HOLD HOLD 0 Remarks/Notes: Reviewed By: Revised 12/16/03 Y /Strata Forms /Revised Reports /Grout Prism.xls Adr- 3.75 (ASTM C -143) Truck No.: STRaTa GEtl1ECNNNK ENVWf:ERiNfi 6 VMEi WTE31ktG Air Content, %: 2.8 (ASTM C -231) Ticket No.: 08457 Unit Weight, pcf: CONCRETE CYLINDER TEST REPORT (ASTM C -138) Time Batched: Report to: CROSSLAND CONSTRUCTION Report No.: 3 No. CY represented: 2525 S. UNIVERSITY Date: 03/30/07 (days) DENVER, CO 80210 File No.: CROCOM 28.46 Cylinder Curing (ASTM Project No.: P07009A (ASTM C -31) Field Cure Days: Invoice No.: Date Cast: Project: APPLEBEE'S REXBURG Weather: CLEARICOOL Contractor: DEPATCO, INC. P07072C Lab Cured from: Project Address: REXBURG, IDAHO GA 04127/07 Location: S.O.C. S.E. SEC. OF BLDG LABORATORY TEST DATA MATERIALS AND MIX DATA Reported by: NR Concrete Supplier: WALTERS R EADY MIX Mix No.: 110 REX 06 -3000 Method of Mixing: TRUCK Sacks /CY: NR Aggregate Source: STOCK PILE Cement: TYPE I & II Water Source: NR Admixtures: MB 90 P01322N REQUIRED STRENGTH, PSI SPECIFICATIONS 7 Day: Slump, inches: 4" 28 Day: 3000 Air Content, %: LOW FIELD TEST DATA Slump, inches: 3.75 (ASTM C -143) Truck No.: 55 Air Content, %: 2.8 (ASTM C -231) Ticket No.: 08457 Unit Weight, pcf: NR (ASTM C -138) Time Batched: 7:36 AM Conc. Temp. °F: 62 (ASTM C -1064) No. CY represented: 10 Air Temp, °F: 36 (days) Water Added, gal.: 0 Concrete Sampled (ASTM C -172), 28.46 Cylinder Curing (ASTM C -31) Tested & Cylinders Cast (ASTM C -31) Field Cure Days: 1 Date Cast: 03/30/07 99040 Weather: CLEARICOOL Time: 8:15 AM P07072C Lab Cured from: 28.46 By: GA 04127/07 Date Received: 03/31/07 LABORATORY TEST DATA Sample No.: P07072 Cylinder Cylinder X -Sec Total Fracture Date Age Comp. ID Diameter Area Load Type Tested Tested Strength (inches) (sq in) (Ibs) (days) (psi) P07072A 6.02 28.46 83880 Conical 04/06/07 7 2950 P07072B 6.02 28.46 99040 Conical 04/27/07 28 3480 P07072C 6.02 28.46 125000 Conical 04127/07 28 4390 P07072D Reviewed By = - - - --- STF kaTa GEOTECHNICAL ENGINEERING & MATERIALS TESTING Zst- l-�carik�. Fj_OM -l_{c� E� _O"Kd UP BLOCK TEST REPORT (ASTM C -140) REPORT TO: BLOCK TYPE: NOMINAL DIM: PRODUCED BY: LOC. SAMPLED: Strata Lab No: Specimen ID: UNIT WEIGHT PCF CROSSLAND CONST RUCTION 2525 S. UNIVERSITY DENVER, CO 80210 Med. Weight- Standard 8 "W X8 "H X 16 "L AMCORE INC. JOB SITE PALLET 1 (Pre- construction - REXBURG APPLEBEES) A B C 117.94 117.59 117.94 WT, AS REC'D: 32.9 DIMENSIONS * 32.9 32.8 FILE NO.: CROCOM DATE: 04/23/07 INVOICE NO.: 0 DATE RECD: 04/03/07 DATE TESTED: 04/20/07 DATE SAMPLED: 04/03/07 Average 117.8 32.9 Spec 105 -125 Length: 15.60 15.60 15.57 15.59 Width: 7.69 7.61 7.61 7.64 Height: 7.60 7.64 7.62 7.62 COMPRESSIVE STRENGTH " ASTM dimensions are infractions and are converted to decimal for calculation purposes. Actual dimensions are measured in 100's which are more accurate than required by ASTM C -140. Gross, psi 1500 1430 1670 1530 Net, psi 2860 2720 3180 2920 2800 MIN. Total Load,lbs 180120 169220 197260 182200 FACE SHELL THICKh 1.530 Average, min WEB THICKNESS, in( 1.083 Average, min EQUIVALENT WEB TI 3.351 Average EQUIVALENT THICKI` 4.005 Average " ASTM dimensions are infractions and are converted to decimal for calculation purposes. Actual dimensions are measured in 100's which are more accurate than required by ASTM C -140. Reviewed by: 1.500 MIN 1.00 MIN 2.500 MIN IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.stratageotech.com 2815 Garrett Way Ste. C Pocatello, Idaho 83201 P.208.237.3400 F. 208.2373449 s Mi GEOTECHNICAL ENGINEERING & MATERIALS TESTING - rot-h—e- -14 Frown -I-A� E7rouKG Ur Total Load,lbs 212200 192960 208520 204560 Reviewed by: IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.stratageotech.com 2815 Garrett Way Ste. C Pocatello, Idaho 83201 P.208.237.3400 F.208.237,3449 BLOCK TEST REPORT (ASTM C -140) REPORT TO: CROSSLAND CONST RUCTION FILE NO.: CROCOM 2525 S. UNIVERSITY DATE: 04/23/07 DENVER, CO 80210 INVOICE NO.: 0 DATE REC'D: 04/04/07 BLOCK TYPE: Med. Weight- Standard DATE TESTED: 04/20/07 NOMINAL DIM: 8 "W X8 "H X 16 "L DATE SAMPLED: 04/04/07 PRODUCED BY: AMCORE INC. LOC. SAMPLED: JOB SITE PALLET Strata Lab No: 1 (COMPRESSIVE STRENGTH - REXBURG APPLEBEES) Specimen ID: A B C Average Spec COMPRESSIVE STRENGTH Gross, psi 1770 1630 1760 1720 Net, psi 3370 3100 3360 3280 2800 MIN. Total Load,lbs 212200 192960 208520 204560 Reviewed by: IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.stratageotech.com 2815 Garrett Way Ste. C Pocatello, Idaho 83201 P.208.237.3400 F.208.237,3449 STRe�Ta vF0'fE4 NICA: ENO!N6'FJ'ttNtE k MA'IEYtia�S TES'fiMG ;Cnr :'9 -4" Prow,.ilr- CONCRETE CYLINDER TEST REPORT Report to: CROSSLAND CONSTRUCTION 2525 S. UNIVERSITY DENVER, CO 80210 Report No.: 1 Date: 03/09/07 File No.: CROCOM Project No.: P07009A Invoice No.: Project: APPLEBEE'S REXBURG Contractor: DEPATCO, INC. Project Address: REXBURG, IDAHO Location: FOOTINGS MATERIALS AND MIX DATA Reported by: WALTERS READY MIX Concrete Supplier: WALTERS R EADY MIX Mix No.: 110 REX 06 Method of Mixing: TRANSPORT Sacks /CY: NR Aggregate Source: LOCAL Cement: NR Water Source: NR Admixtures: NR Tested Strength REQUIRED STRENGTH, PSI SPECIFICATIONS (Ibs) 7 Day: Slump, inches: 5' MAX 28 Day: 4000 Air Content. %: LOW 28.46 FIELD TEST DATA Slump, inches: 5.00 (ASTM C -143) Air Content, %: N/A (ASTM C -231) Unit Weight, pcf: NR (ASTM C -138) Conc. Temp. °F: 60 (ASTM C -1064) Air Temp, °F: 49 Tested Concrete Sampled (ASTM C -172), Tested & Cylinders Cast (ASTM C -31) Date Cast: 03/09/07 Time: 2:10 PM Bv: AH Truck No.: 55 Ticket No.: 7820 Time Batched: 1:05 PM No. CY represented: 20 OF 45 Water Added, gal.; 0 Cylinder Curing (ASTM C -31) Field Cure Days: 1 Weather: WARM/CLOUDY Lab Cured from: Date Received: 03/10/07 LABORATORY TEST DATA I Sample No.: P07053 Cylinder Cylinder X -Sec Total Fracture Date Age Comp. ID Diameter Area Load Type Tested Tested Strength (inches) (sq in) (Ibs) (days) (psi) P07053A 6.02 28.46 111120 Conical 03/16/07 7 3900 P07053B 6.02 28.46 147820 Conical 04/06/07 28 5190 P07053C 6.02 28.46 159640 Conical 04/06/07 28 5610 Reviewed By: s - r R a GEUt'E_FINIt;At hJN'i WEFIiiNf A l'ATERIFLS TESRNG L N69� {y Fro„. * e71—A" UP CONCRETE CYLINDER TEST REPORT Report to: CROSSLAND CONSTRUCTION 2525 S. UNIVERSITY DENVER, CO 80210 Report No.: 2 Date: 03/13/07 File No.: CROCOM Project No.: P07009A Invoice No.: Project: APPLEBEE'S REXBURG Contractor: DEPATCO, INC. Project Address: REXBURG, IDAHO Location: FOOTINGS N.W. CORNER MATERIALS AND MIX DATA Reported by: WALTERS READY MIX Concrete Supplier: WALTERS R EADY MIX Mix No.: 190 Date Method of Mixing: TRANSPORT Sacks /CY: NR Diameter Aggregate Source: LOCAL Cement: R 3 /4 -EXT Tested Water Source: NR Admixtures: NR (inches) (sq in) (Ibs) REQUIRED STRENGTH, PSI SPECIFICATIONS P07057A 6.02 7 Day: Slump, inches: 5" 03/19/07 28 Day: 3000 Air Content, %: LOW 6.02 28.46 98480 Conical FIELD TEST DATA Slump, inches: 5.50 (ASTM C -143) Truck No.: 95 Air Content, %: 5.0 (ASTM C -231) Ticket No.: 7876 Unit Weight, pcf NR (ASTM C -138) Time Batched: 7:04 AM Conc. Temp. °F: 50 (ASTM C -1064) No. CY represented: 8 Air Temp, °F: 35 Water Added, gal.: 0 Concrete Sampled (ASTM C -172), Tested & Cylinders Cast (ASTM C -31) Date Cast: 03/12/07 Time: NR Bv: AH Cylinder Curing (ASTM C -31) Field Cure Days: 1 Weather: CLEAR/COOL Lab Cured from: Date Received: 03/14/07 I LABORATORY TEST DATA Sample No.: P07057 Cylinder Cylinder X -Sec Total Fracture Date Age Comp. ID Diameter Area Load Type Tested Tested Strength (inches) (sq in) (Ibs) (days) (psi) P07057A 6.02 28.46 87760 Conical 03/19/07 7 3080 P07057B 6.02 28.46 98480 Conical 04/09/07 28 3460 P07057C 6.02 28.46 99960 Conical 04/09/07 28 3510 P07057D Reviewed By: air a GEOTECFINICA ENGINEERING A MATCRIA 57ESTING : .vfm- =Fy Frc ra .3-1— u(- REPORT TO: CROSSLANDS CONSTRUCTION CO. 2525 S. UNIVERSITY DENVER, CO 80210 PROJECT: REXBURG APPLEBEE'S FIELD DENSITY TEST REPORT Field Method (s) Performed Applicable Lab Method ASTM D698 ASTM D1557 AASHTO T99 AASHTO T180 X ASTM D4253/54 Elevation Codes FG = Finished grade EG = Existing grade SB = Subbase SG = Subgrade FTG = Footing grade AC = Asphalt B + elev = BELOW that elev A + elev = ABOVE that elev X (N) ASTM D2922/3017 (SC) ASTM D1556/2216 (N) AASHTO T238/239 (SC) AASHTO T191 Test Location (s) Selected by: Strata Personnel GA DATE: 03/26/07 FILE NO: CROCOM INVOICE NO: PROJECT NO: P07009A Max/Min Density OPT Material Description (s) (PCF) MOIST 125.0 7.5 SUBBASE 116.5 8.5 3/4" BASE Reviewed by: Percent of Field Dry Lab Relative Meets Date Density Max/Min Density Requirement and (PCF) Density Obtained 1 =Yes, O =No Lab No. Location E ev (% Moos) (PCF) (Required) RP = Retest OK 3/26/2007 8'x 105' Waterline SB 122.5 125.0 98 1 45 Trench 1 st Lift 3.2 95 3/26/2007 8'x 105' Waterline SB 123.7 125.0 99 1 46 Trench 2nd Lift 3.2 95 3/26/2007 8'x 105' Waterline SB 122.7 125.0 98 1 47 Trench 3rd Lift 3.3 95 3/26/2007 8'x 105' Waterline SB 123.8 125.0 99 1 48 Trench 4th Lift 3.2 95 Reviewed by: OW STRaTa G—TECM 41— ENG —ERT G b —TER -8 TEST —, ;r.k-rsq —f y FroNa -ri,`- Ej o.ntd u(- REPORT TO: CROSSLANDS CONSTRUCTION CO. 2525 S. UNIVERSITY DENVER, CO 80210 PROJECT: REXBURG APPLEBEE'S FIELD DENSITY TEST REPORT Field Method (s) Performed X (N) ASTM D2922/3017 (SC) ASTM D1556/2216 (N) AASHTO T238/239 (SC) AASHTO T191 Applicable Lab Method ASTM D698 ASTM D1557 AASHTO T99 AASHTO T180 X ASTM D4253/54 Elevation Codes FG = Finished grade EG = Existing grade SB = Subbase SG = Subgrade FTG = Footing grade AC = Asphalt B + elev = BELOW that elev A + elev = ABOVE that elev Max/Min Test Location (s) Selected by: Density OPT Material Description (s) (PCF) MOIST Strata Personnel 125.0 7.5 SUBBASE 116.5 8.5 3/4" BASE GA Lab DATE: 03/30/07 FILE NO: CROCOM INVOICE NO: PROJECT NO: P07009A Percent of Field Dry Lab Relative Meets Date Density Max/Min Density Requirement and (PCF) Density Obtained 1 =Yes, O =No Lab No. Location E1eY (% Mois) (PCF) (Required) RP = Retest OK 3/30/2007 Storm drain trench SG 123.7 125.0 99 1 49 60'W. of Manhole 2.6 95 3/30/2007 Storm drain trench SG 124.6 125.0 100 1 50 100'W. of Manhole 2.5 95 3/30/2007 Storm drain trench SG 120.9 125.0 97 1 51 140'W. of Manhole 3.4 95 3/30/2007 N.E. corner of bldg SG 119.1 125.0 95 1 52 VW. from Manhole 5.2 95 3/30/2007 Roof drain trench SG 125.6 125.0 100 1 53 S. side of bldg 3.5 95 5'W. of pipe DATE: 03/30/07 FILE NO: CROCOM INVOICE NO: PROJECT NO: P07009A s OE ENCi1NEERINO d MATER(.l6 iE2liN3 OF 3/30/2007 Roof drain trench 54 S. side of bldg 45'W. of pipe 3/30/2007 Roof drain trench 55 S. side of bldg 1 95'W. of pipe 3/30/2007 Roof drain trench 56 S. side of bldg 125.0 140'W. of pipe SG 123.6 125.0 99 1 3.3 95 SG 120.9 125.0 97 1 3.2 95 SG 121.9 125.0 98 1 3.5 95 Reviewed by: GEOTECMNICq� ENpINEERING K MATERITLS TESTtNp REPORT TO: CROSSLANDS CONSTRUCTION CO. 2525 S. UNIVERSITY DENVER, CO 80210 DATE: 02/22/07 FILE NO: CROCOM INVOICE NO: PROJECT NO: P07009A PROJECT: REXBURG APPLEBEE'S FIELD DENSITY TEST REPORT Field Method (s) Performed Applicable Lab Method Elevation Codes X (N) ASTM D2922/3017 ASTM D698 FG = Finished grade (SC) ASTM D1556/2216 ASTM D1557 EG = Existing grade (N) AASHTO T238/239 AASHTO T99 SB = Subbase (SC) AASHTO T191 AASHTO T180 SG = Subgrade X ASTM D4253/54 FTG = Footing grade AC = Asphalt B + elev = BELOW that elev A + elev = ABOVE that elev Max/Min Test Location (s) Selected by: Density OPT Material Description (s) (PCF) MOIST Strata Personnel 125.0 7.5 SUBBASE 116.5 8.5 3/4" BASE GA Percent of Field Dry Lab Relative Meets Date Density Max/Min Density Requirement and (PCF) Density Obtained 1 =Yes, O =No Lab No. Location Elev (% Mois) (PCF) (Required) RP = Retest OK 2/21/2007 N. SIDE 18" BSG 127.0 125.0 102 1 1 CENTER OF PAD 3.4 95 2/21/2007 CENTER OF 18" BSG 128.0 125.0 102 1 2 BUILDING PAD 3.5 95 2/21/2007 S. CORNER ON 18" BSG 119.5 125.0 96 1 3 WEST SIDE OF PAD 4.2 95 2/21/2007 N. CORNER OF 18" BSG 119.5 125.0 96 1 4 EAST SIDE OF PAD 4.2 95 ICJ STRaT2& GEOTECMNIC/� ENONVEERING Q MATERIALS -TINE up 2/22/2007 WEST HALF OF PAD 12" BSG 126.5 125.0 101 5 @ APPROX CENTERLINE 3.8 95 2/22/2007 S. END OF PAD ON 12" BSG 126.2 125.0 101 6 E. SIDE 2.8 95 2/22/2007 S. END OF PAD 12" BSG 126.8 125.0 101 7 @ CENTERLINE 2.8 95 2/22/2007 CENTER OF PAD 4" BSG 127.6 125.0 102 8 2.4 95 2/22/2007 N. END OF PAD 4" BSG 123.5 125.0 99 9 @ CENTERLINE 3.0 95 1 1 1 1 1 Reviewed by: Alkm S TRaTa CECTECHNICti E}1GINEERINO 8 MATERIAL3 TESTING REPORT TO: CROSSLANDS CONSTRUCTION CO.. DATE: 03/14/07 2525 S. UNIVERSITY FILE NO: CROCOM DENVER, CO 80210 INVOICE NO: PROJECT NO: P07009A PROJECT: REXBURG APPLEBEE'S FIELD DENSITY TEST REPORT Field Method (s) Performed Applicable Lab Method ASTM D698 ASTM D1557 AASHTO T99 AASHTO T180 X ASTM D4253/54 Elevation Codes FG = Finished grade EG = Existing grade SB = Subbase SG = Subgrade FTG = Footing grade AC = Asphalt B + elev = BELOW that elev A + elev = ABOVE that elev X (N) ASTM D2922/3017 (SC) ASTM D1556/2216 (N) AASHTO T2381239 (SC) AASHTO T191 Test Location (s) Selected by: Strata Personnel AH Max/Min Density OPT Material Description (s) (PCF) MOIST 125.0 7.5 SUBBASE 116.5 8.5 3/4" BASE Percent of Field Dry Lab Relative Meets Date Density Max/Min Density Requirement and (PCF) Density Obtained 1 =Yes, O =No Lab No. Location Eley (% Mois) (PCF) (Required) RP = Retest OK 3/12/2007 28'S. off N.E. bldg 20" BFG 119.0 125.0 95 1 10 comer, Lift 1 3.1 95 3/12/2007 S.E. comer of bldg 20" BFG 122.3 125.0 98 1 11 Lift 1 2.9 95 3/12/2007 Center of S. side of 20" BFG 123.2 125.0 99 1 12 bldg, Lift 1 3.9 95 3/12/2007 10'S. off N.W. comer 20" BFG 121.9 125.0 98 1 13 of bldg, Lift 1 2.8 95 s - r R a* a OEOT6}INICAL ENOINEERtN08 MATERIALS TEST{NO - 1--..c E7. -.xd UV 3/12/2007 Center of W. side of 20" BFG 120.1 125.0 96 14 bldg, Lift 1 3.9 95 3/12/2007 25'W. off N.E. comer 20" BFG 120.9 125.0 97 15 of bldg, Lift 1 3.7 95 3/12/2007 Center of N. side of 20" BFG 120.0 125.0 96 16 bldg, Lift 1 4.2 95 3/13/2007 Bldg Pad 8" BFG 124.0 125.0 99 17 Lift 2 3.6 95 3/13/2007 Bldg Pad 8" BFG 124.7 125.0 100 18 Lift 2 3.7 95 3/13/2007 Bldg Pad 8" BFG 122.6 125.0 98 19 Lift 2 2.8 95 3/13/2007 Bldg Pad 8" BFG 120.4 125.0 96 20 Lift 2 2.9 95 3/13/2007 Bldg Pad FG 124.2 125.0 99 21 Lift 3 ' 4.0 95 3/1312007 Bldg Pad FG 123.5 125.0 99 22 Lift 3 3.0 95 3/13/2007 Bldg Pad FG 122.8 125.0 98 23 Lift 3 3.1 95 3/13/2007 Bldg Pad FG 122.1 125.0 98 24 Lift 3 2.9 95 3/13/2007 Bldg Pad FG 122.5 125.0 98 25 Lift 3 2.9 95 3/13/2007 Bldg Pad FG 123.2 125.0 99 26 Lift 3 2.8 95 3/13/2007 Bldg Pad FG 123.7 125.0 99 27 Lift 3 3.0 95 3/13/2007 Bldg Pad FG 122.7 125.0 98 28 Lift 3 3.1 95 3/13/2007 Compound 20" BFG 122.4 125.0 98 29 Lift 1 3.0 95 3/13/2007 Compound 20" BFG 121.9 125.0 98 30 Lift 1 3.3 95 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 20" BFG 121.5 6EOTECHNICHL EN9INEERINO AiAiERiht3 TE3TINf3 R 3/13/2007 Compound 31 Lift 1 3/13/2007 Compound 32 Lift 1 3/13/2007 Compound 33 Lift 2 3/13/2007 Compound 34 Lift 2 3/13/2007 Compound 35 Lift 2 3/13/2007 Compound 36 Lift 2 3/13/2007 Compound 37 Lift 3 3/13/2007 Compound 38 Lift 3 3/13/2007 Comound 39 Lift 3 3/13/2007 Compound 40 Lift 3 3/14/2007 N.W. corner of bldg 41 Lift 1 3/14/2007 N.W. comer of bldg 42 Lift 1 3/14/2007 N.W. comer of bldg 43 Lift 2 3/14/2007 N.W. comer of bldg 44 Lift 2 20" BFG 121.5 125.0 97 3.4 95 20" BFG 120.1 125.0 96 4.3 95 8" BFG 119.7 125.0 96 5.1 95 8" BFG 122.5 125.0 98 4.9 95 8" BFG 123.5 125.0 99 4.9 95 8" BFG 123.3 125.0 99 4.8 95 FTG 122.9 125.0 98 3.8 95 FTG 122.5 125.0 98 3.2 95 FTG 123.0 125.0 98 7.1 95 FTG 123.7 125.0 99 3.7 95 20" BFG 122.3 125.0 98 3.4 95 20" BFG 123.0 125.0 98 2.8 95 8" BFG 123.3 125.0 99 4.2 95 8" BFG 119.3 125.0 95 3.7 95 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Reviewed by: MOISTURE- DENSITY RELATIONSHIP CURVE ASTM D 698 Method C Project: APPLEBEE'S - REXBURG GRADING ANALYSIS Client CROSSLANDS CONSTRUCTION SCREEN SIZE % PASSING AS TESTED File Name: CROCOM- PO7009A Date Tested:2 /19/07 Tested By: TLM Sample Number: PL07024 Sample Location: DEPATCO PIT 6 inch 4 inch 2 inch 3/4 inch 61 100 3/8 inch #4 screen Sample Description: SUBBASE Soil Tempered: NO Rammer Type: MANUAL Corrected Dry Density, pcf: 125.0 Maximum Dry Density, pcf : 115.6 135- timum Moisture Content %: 11.3 Corrected Moisture Content, %: 7.5 Coarse Aggregate Correction, %: 39.0 Bulk Specific Gravity (assumed): 2.50 134 133 O Optimum Point 0 Proctor Points 132 131 130 129 128 127 126 125 124- Q 123 " 122 121 0/ ZI 20 4 LL 119 p 118 4 117 11s 115 11a 15.6 113 112 111 110 10s 108 107 106 105 4 5.0 6.0 7.0 8 9.0 10.0 11.0 12 13.0 14.0 15.0 16 MOISTURE o Reviewed By T aT a GEOTECHNICAL ENGINEERING $ MATERIALS TEs'r7NG �K - riJ-y �rou J%r. E�irnuKd V� MMMMMMM MMMMMMMMMMMMOMmmm mmmm`mmmmmmmommmmmmmmmm� mommmmmmmmmmmmmm mmmmmmmmmmmommmm mmmmmmm'mmmmmmmmmmmmmmmm mm moommmmmmmmmmmmm �mmommt'mmmmmmmmmmmmmm _ mmmomomm mmmmommmmmmmmmmm mmmmmmmmmomm` ommmmmmmmmm mmmwommm, mmmmmmmmmm mmmmmmmmmm `nnommmmmm • mmmoomm mmommmm`mmommmmm mmmommmmmmm /e mmmmmmmmmmm No m mMOMMMOMMMOMMMMMM �mmmm nommmmmmmi \\mmmm MMMMMMMOMMM MEMEMOR \MEME mmmmommmmmmmmmmmmm\\mm mmmmmmmmmmmmmmmmmmmrmo J��m mmmmmmmommmmumm • APPLEBEES RESTAURANT FIRE ALARM SYSTEM 975 University Dr Rexburg, Idaho Prepared by: Guardian Alarm Systems Date: May, 2007 • CONTACT INFORMATION Designer: Guardian Alarm Systems 631 W Broadway Ave Meridian, ID 83642 Ph 208 - 895 -8906 Fax 208 - 288 -0957 • Installer: Guardian Alarm Systems Matt Casey Idaho State Specialty Contractor's License - 28780 Boise Alarm Permit License - PS030003 Nicet III License - 100861 • • MATERIAL LIST Project: Applebees Restaurant 975 University Dr Rexburg, Idaho Date: May 2007 Quantity Model Number Description 1 7412G -B 2 PS -1270 1 RBB 2 PS12180 6 SYS2WB 4 SYS5601 5 FLBG12L. 4 SYSDHACPCLP 6 5YSP2R 2 SYS R Bosch Addressable Fire Alarm Panel 7 Amp Hour Battery Battery Back Box 18 Amp Hour Batteries System Sensor Analog 2 Wire Smoke Detectors System Sensor Analog Heat Detector Fire lite Analog Pull Stations ysteln tensor Qugt De#eotp►s System Sensor Horn Strobes Wall System Sensor Strobes • 9 • • Intrusion Systems I D7412GV2 Control Panel Invented for life BOSCH Fully integrated intrusion, fire, and access control allows users to interface with one system instead of three Conettix IP based communication option provides high- speed, secure alarm transport and control Eight programmable areas with perimeter and interior partitioning 75 points with flexible configuration options to meet multiple installation requirements Your choice of vacuum fluorescent or ATM style user interface keypads ® New user interface functions provide additional security and flexibility * Up to 57 RF points The D7412GV2 Control Panel provides an integrated solution for intrusion, access control, and fire alarm system applications. Monitor alarm points for intruder or fire alarms while operating user keypads and other outputs. The D7412GV2 Control Panel includes a communicator that sends event reports to selected public switched telephone network (PSTN) or IP network destinations through four programmable route groups. Program all system functions on -site through a D5200 Programmer or remotely through Remote Programming Software (RPS). Add up to two doors of access control using the optional D9210BLC Access Control Interface Module. The D7412GV2 Control Panel provides up to 75 individually identified points. Each point accommodates normally -open (NO) and normally - closed (NC) devices with end-of -line (EOL) resistor supervision. Each point is programmable for fire, fire supervisory, or intrusion applications. Functions Programmable Outputs • 2 A alarm power at 12 VDC • 1.4 A auxiliary power at 12 VDC • Four alarm output patterns • Automatic bell test 0 Programmable bell shut -off timer System Response • 31 custom point indexes, including fire supervisory • Selectable point response time • Cross point capability • Fire alarm verification • Fire inspector's local test • Watch mode • Scheduled events (skeds) arm, disarm, bypass and unbypass points, control relays, control authority levels, and control door access User Interface • Supervises up to eight keypads (up to 32 non - supervised command centers can be used) • Custom keypad text • Full function command menu including custom functions • Each user has authority by area and 16-character name • 14 custom authority levels control user's authority to change, add, delete passcodes, delete access control tokens, delete cards, disarm, bypass points, and initiate system tests Note Use at least one keypad in each system. Area Configurations Area programming offers a wide selection of different system configurations. Each area is assigned an account number to define annunciation, control, and reporting functions. Multiple areas can be linked to a shared area www.boschsecurity.com b7412GV2 Control Panel • • which is automatically controlled (hallway or lobby). Area arming can be conditional on other areas (master or associate). Two Man Rule Two Man Rule requires two unique passcodes on the same keypad to disarm an area. Without the second passcode, the system denies entry. Two Man Rule requires the presence of two people at opening, providing added security. Early Ambush Early Ambush requires two passcode entries on the same keypad. Enter the same passcode twice or have two unique passcodes, depending on the configuration. The first entry disarms the area and the second entry stops a timer programmed to send a duress event. If the second entry does not occur within the programmed time, the system generates a duress event. Early Ambush allows users to inspect the premises and use the system to confirm that the area is safe to enter, providing added security. Easy Exit Control The D7412GV2 Control Panel changes from one armed state to another armed state without disarming. For example, if you change the state from Master Arm to Perimeter Arm, the control panel complies and reports the change. Easy Exit Control reduces the number of keystrokes, simplifying system operation. Programmable Passcode - controlled Menu List Door Activated Custom Function A custom function activates when user credentials are presented to a D9210B door controller's reader. The custom function behaves as though the user performed a function at the keypad associated with the door controller. Passcodes User passcodes contain three to six digits. Assign each user one of 14 customized authority levels in each area. Restrict passcodes to operate only during certain times. The Two Man Rule and Early Ambush options require two passcodes, providing additional security in financial establishments such as banks. Communications The D7412GV2 Control Panel prioritizes and sends reports in BFSK or Modem IIIaz communications formats to four route groups. Each group has a programmable primary and backup destination. The D7412GV2 works with the D6600 Communications System using a DX4020 Network Interface Module. It has programmable anti - replay anti - substitution features when using a DX4020. The Modem IIIaz Communications Format, available with Bosch receivers, adds reporting capabilities such as: • Individual point numbers and text • Opening or closing reports by area number • Remote programming attempts • Diagnostic reports • Sends user names to the central station The system prompts users to enter a passcode prior to viewing the keypad menu. The keypad display shows the user the menu options allowed according to the user's authority level. Passcode- controlled menus provide users only with the options and information pertinent to them, simplifying system operation. Passcode Follows Scope Use Passcode Follows Scope to restrict passcode arming and disarming only to the keypad's immediate local area, even if the keypad can report events from other areas. Passcode Follows Scope simplifies the arming and disarming procedure without limiting any other keypad capabilities. Invisible Walk Test A menu item allows the user to test invisible 24 -hour points within the scope of the keypad without sending a report to the central station. Security and Fire Detection The D7412GV2 Control Panel provides eight on -board points, and up to 67 additional off -board points (depending on model and expansion interfaces). You can program individual points to monitor all types of burglar alarms, fire alarms, and supervision devices. Event Log The event log stores up to 1,000 local and transmitted events. The event log includes time, date, event, area, point, and user number. View the event log from select keypad or remotely retrieve event information using RPS. RPS operators can retrieve events periodically using one phone call, rather than receiving several calls each day. When the event log reaches a programmed threshold of stored events, it can send an optional report to a receiver. Access Control The D7412GV2 provides custom door strike, point shunt and auto disarming response by area. There are 14 panel - wide access levels with both manual and scheduled control. Store, view, or print access events such as: • Access granted • C900V2 Dialer Capture Module The D7412GV2 -CA Control Panel complies with the following certifications, standards, and approvals. D113 Battery lead Supervision Module Standards cUL D125B Dual Class B Initiating Module Approvals Industry Canada (IC) D127 Reversing Relay Module D129 Class A Initiating Module D130 Auxiliary Relay Module 9 www.boschsecurity.com r • a • • No entry . • Request -to -enter Installation /Configuration Notes • Request -to -exit Compatible Products Scheduled Events ( Skeds) Keypads D1260 Series Keypads (D1260,D1260W,D1260R, The internal clock and calendar start individually scheduled D1260BLK, D1260B) events (skeds). Skeds perform functions such as arm or D720 Series Keypads (D720, D720W, D720R, disarm, relay control, or point bypassing. The D7412GV2 D720B) Control Panel offers: D1255 Series Keypads (D1255,D1255W,D1255R, • 40 scheduled events with up to 25 different functions D1255B, D1255RB) • Eight opening windows and eight closing windows D1256 and D1256RB Fire Keypads • Eight user windows • Day -of -week, date -of- month, or holiday only schedules D1257 and D1257RB Remote Fire Alarm Annuncia- • Four holiday schedules of 366 days each (leap year) tors D279A Independent Zone Control Fire Test When a user activates Fire Test Mode, the control panel Detectors D278S Four -wire Addressable Detector Base, 12 suppresses all reports to the central station. The keypad VDC and annunciator show all testing data. An automatic sensor D285/TH Photoelectric Smoke Detector Heads reset feature saves time; you do not need to reset the D298S Addressable Detector Base, 24 VDC sensors manually. At the end of test, the keypad shows the D7050 Series Addressable Photoelectric Smoke and number of untested points. Smoke Heat Detector Heads F220- B6PM /S Addressable Detector Bases with PO- Programming, Diagnostics and Controls PITS Users can program on -site with a D5200 Programmer, or MX250 Series Smoke Detectors program remotely through RPS. A programmable system MX775i Addressable PIR Detector passcode prevents unauthorized remote programming. MX794i Long Range Multiplex PIR Detector D7412GV2 Control Panels accommodate up to four MX934i Addressable PIR Detector separate telephone numbers for primary, alternate, and backup MX938i Addressable PIR Detector receivers for automatic test reports. When resetting alarms or arming or disarming a system, the ZX776Z PIR Detector user is identified by name and number. ZX794Z Long Range PIR Detector ZX835 TriTech Microwave /PIR Detector ZX935Z PIR Detector Certifications and Approvals ZX938Z PIR Detector The D7412GV2 Control Panel is designed to comply with the following cer- ZX970 PIR /Microwave Detector tifications, standards, and approvals. Bosch conventional detectors, including Blue Line, UL Standards UL365, Police Station Burglar Alarm Units and Systems seismic, PIR, TriTech PIR Microwave, photoelectric, and heat, and smoke. UL609, Local Burglar Alarm Units and Systems UL864, Control Units for Fire - protective Signaling Sys- tems D8103 Universal Enclosure UL985, Household Fire Warning System Units D8108A Attack- Resistant Enclosure UL1023, Household Burglar-alarm System Units D8109 Fire Enclosure UL1076, Proprietary Burglar Alarm Units and Systems UL1610, Central- station Burglar -alarm Units D9101 Fire Enclosure (large) UL1635, Digital Alarm Communicator System Units Approvals FCC: AJ9MLU- 46532 -AL -E Bosch magnetic contacts include recessed, terminal CSFM connection, miniature, overhead door, and surface MEA mount. C900V2 Dialer Capture Module The D7412GV2 -CA Control Panel complies with the following certifications, standards, and approvals. D113 Battery lead Supervision Module Standards cUL D125B Dual Class B Initiating Module Approvals Industry Canada (IC) D127 Reversing Relay Module D129 Class A Initiating Module D130 Auxiliary Relay Module 9 www.boschsecurity.com SAFECOM Radio SC2104 Series Slave Communicators Communicators SC3100 Series Data Transfer Radio Communicators SC4000 Series full Data Transfer Radio Communi- cator • Modules C900V2 Dialer Capture Module Wireless Products D81251NV Wireless Interface D185 Reverse Polarity Signaling Module FA113 Keychain Remote Control D 192 Notif ication Appliance Circuit Module FA 116 Executive Programmer D192G Notification Appliance Circuit Module FA202 Wireless Smoke Detector and Transmitter D928 Phone Line Switcher FA203S Necklace Pendant Transmitter (Single -but- D5060 MUX Programmer ton) D8125 POPEX Point Expander FA203D Necklace Pendant Transmitter (Double -but- D8128D OctoPOPIT Eight Point Expander ton) D8125MUX Point Expander FA204 Necklace Pendant Transmitter D8129 Octo -relay Module FA205S Belt Clip /Loop Transmitter (Single- button) D8130 Door Release Module FA205D Belt Clip /Loop Transmitter (Double- button) D9127 Series POPIT Modules FA206DS PIR Transmitter D9131A Parallel Printer Interface Module FA206i PIR Transmitter D9210BLC Access Control Interface Module FA207 Glass Break Detector DS7432 Eight -input Remote Module FA209 Bilitrap Transmitter DS7457i Series Single Zone Multiplex Input Modules FA210 Universal Transmitter (Off-white) DS7460i Two -input Module FA21OW Universal Wide Gap Transmitter with Inter- DS7461i Single -input Multiplex Module nal Reed Switch (Off- white) DS 7465i Input and Output Module FA216L Low Temperature Transmitter DX4010i RS 232 Serial Interface Module FA216H High Temperature Transmitter DX4020 Network Interface Module FA223S Water-resistant Pendant (White Single -but- ton) FA223D Water - resistant Pendant (Black Double-but- Peripheral Hardware rvm4c Remote Video Module ton) FA250 High -power Universal Transmitter Programming D5200 Series Programmers FA400 Remote Receiver RPS or RPS-LITE Remote Programming Software FA404R Transmitter Receiver Readers ARD-R10 iCLASS Mullion Reader FA416R Transmitter Receiver FA570 High Power Indoor Repeater ARD-R40 iCLASS Switchplate Reader FA575 High Power Indoor /Outdoor Repeater ARD-RK40 -09 iCLASS PIN Reader ARD-VSMART iCLASS Reader D820 1/W Series Low-profile Readers Parts Included D8203/W Series Mullion Proximity Readers D8223 Prox Pro Reader D7412GV2 Board 1 D8224 Mullion Reader Mounting Skirt 1 D8224 -SP Switch Plate Reader D8225 Mini Mullion Reader Faceplate with D7412GV2 Label 1 D8227 Insert Card Reader D830 1 /W Series Low - profile Proximity Readers D8302 Vandal- resistant Reader D8303/W Series Mullion Proximity Readers D8304/W Series Extended Range Proximity Readers WP644 Series Waterproof Pass - through Readers SAFECOM Radio SC2104 Series Slave Communicators Communicators SC3100 Series Data Transfer Radio Communicators SC4000 Series full Data Transfer Radio Communi- cator • D7412GV2 Control Panel ;1 5 . • • • Technical Specifications Communications SDI Bus A ( +): 9 VDC 4572 m (15,000 ft) SDI Bus B (+ 9 VDC 4572 m (15,000 ft) Telephone Connec- • One telephone line tion: • D928 Dual Phone Line module required for two telephone lines Environmental Considerations Relative Humidity: Temperature (Operating): Number of... Areas: Card Readers (Doors): 5% to 93 %at +30 °C ( +86°F), non -con- densing O°C to +50°C ( +32 °F to +120°F) 8 2 074124M2 Kit Ord*tjrc inh+rmskti Credentials (Tokens): Custom Functions: Events: Parallel Printers: Passcode Users: Points: Programmable Relay Outputs: RF Points: SKEDs: Power Requirements 396 4 Store up to 1,000 1 99, plus 1 service passcode 75 (8 on- board, up to 67 off - board) 67 67 40 Current Draw (Maximum): 300 mA Output (Alarm): 2 A at 12 VDC Output (Auxiliary, Continuous Pow- 1.4 A at 12 VDC nominal er, and Switched Auxiliary com- bined): Voltage (Operating): 12 VDC nominal Voltage (AC): 16.5 VAC 40 VA plug -in transformer (D1640) iN1R0 07AL2GW2,A U74f2GV2 CA -4 6741i2GV2.6 DT412GV2 -G 107412GW2 GMC D7d12GY2•0 nFd12ra2 Bitdn9 L 1 t D7412GV2 Control Panel for Canada 1 U7d11't.,�r9 �� 9 aard t � switcher, one transformer, and one fire en- � 1 cuit board (PCB) and assorted installation ]�lt' closure. hardware. ---- - - - - - -- - --- - -- ----- - - - - --- U922 Dual B -Itery D7412GV2-A Contains one PCB, one lock and key set, one 1 Contains one PCB, one transformer, and one transformer, and one universal enclosure. "Arwil attack-resistant enclosure. D7412GV2 Commercial Burglar Kit for Canada D7412GV2-CA -C D7412GV2 Attack - Resistant Kit for Canada D7412GV2-CA -A r1161 :!_1 m {F'nl L1uLl For use in Canada. Contains one PCB, one � lock and key set, one transformer, and one transformer, and one attack- resistant enclo- �ladui Fhan bards universal enclosure. sure. ! D7412GV2 -D )'I Diial Phone lane Contains one PCB, one lock and keyset, one 1 transformer, and one D6103 Enclosure. trritchcr - - - - -- -- - - - - - -- / nity!lOT'a"SIC'111w, t t nPf,•iOG? TiAIIS.iLerinAi 1 � ^ —� I 1 bd 1 03 Encla u r: -- - - - ---- Ur3 1J9t l.Rac4rRc.iylnrd t l knclrrzurr. I 0 - Ordering Information Ordering Information D7412GV2 Control Panel D7412GV2 D7412GV2 Fire and Burglar Kit D7412GV2 -B Includes one printed circuit board (PCB). Containsone PCB, onedual battery harness, D7412GV2 Control Panel for Canada D7412GV2 -CA two telephone cords, one telephone line For use in Canada. Includes one printed cir- switcher, one transformer, and one fire en- cuit board (PCB) and assorted installation closure. hardware. D7412GV2 Commercial Burglar Kit D7412GV2 -C D7412GV2 Attack-Resistant Kit D7412GV2-A Contains one PCB, one lock and key set, one Contains one PCB, one transformer, and one transformer, and one universal enclosure. attack-resistant enclosure. D7412GV2 Commercial Burglar Kit for Canada D7412GV2-CA -C D7412GV2 Attack - Resistant Kit for Canada D7412GV2-CA -A For use in Canada. Contains one PCB, one For use in Canada. Contains one PCB, one lock and key set, one transformer, and one transformer, and one attack- resistant enclo- universal enclosure. sure. D7412GV2 Burglar Kit D7412GV2 -D Contains one PCB, one lock and keyset, one transformer, and one D6103 Enclosure. www.boschsecurity.com Ordering information Ordering Information • Accessories D1640 Transformer D1640 D110 Tamper Switch D110 System transformer rated at 16.5 VAC, Screw -on tamper switch that fits all enclo- 40 VA. sures. Shipped in packages of two. D1640 Transformer for Canada D1640 -CA ICP -EZTS Dual Tamper Switch ICP -EZTS For use in Canada. System transformerrated Combination tamper switch with a wire loop at 16.5 VAC, 40 VA, for additional tamper outputs. D8103 Enclosure D8103 D101 Lock and Key Set D101 Grey steel enclosure measuring 41 cm x Standard lock set with one key supplied. 41 cm x 9 cm (16 in. x 16 in. x 3.5 in.). Uses the D102 (1358) replacement key. D8108A Attack Resistant Enclosure D8108A D122 Dual Battery Harness D122 Grey steel enclosure measuring 41 cm x Harness with circuit breaker. Connects two 41 cm x 9 cm (16 in. x 16 in. x 3.5 in.). UL batteries to a compatible control panel. Listed. Includes lock and key set. Requires D122L Dual Battery Harness with Long Leads D122L the D2402 Mounting Plate. Color -coded harness with circuit breaker D8109 Fire Enclosure D8109 and leads measuring 89 cm (35 in.). Con- Red steel enclosure measuring 40.6 cm x netts 12 V batteries to compatible control 40.6 cm x 8.9 cm (16 in. x 16 In. x 3.5 in). panels. UL Listed. Includes a lock and key set. D126 Standby Battery (12 V. 7 Ah) D126 D9101 Fire Enclosure D9101 Sealed lead -acid standby and auxiliary re- Large red enclosure for fire applications. It chargeable power supply, is constructed of 16 gauge (1.5 mm) cold D137 Mounting Bracket D137 rolled steel and measures (H x W x D) 37.4 in Used to mount accessory modules in x 23.5 in. x 2.4 in. (94.8 cm x 59.6 cm x 10.5 cm). D8103, D8108A, and D8109 enclosures. D 138 Mounting Bracket, Right Angle D138 D9002 -5 Mounting Skirt D9002 -5 Used to mount accessory modules in Mounts inside D8103, D8108A, and D8109 D8103, D8108A, and D8109 enclosures. enclosures. Can accept up to six standard 7.62 cm x 12.7 cm (3 in. x 5 in.) cards. D168A Telephone Remote Arming Module D168A Software Options A remote control module that arms or dis- arms a security system remotely or locally RPS Kit (LPT) D550OC -LPT through a telephone. Account management and control panel - D928 Dual Phone Line Switcher D928 programmingsoftwarewith LPTconnection. Allows the control panel to operate over and RPS Kit (USB) D5500C -USB supervise two separate phone lines. Only Account management and control panel - one D162 phone cord is supplied. Two ad- programming software with USB connec- ditional D161 or D162 phone cords are tion. required. D1218 Battery (12 V.18 Ah) D1218 A 12 V sealed lead-acid battery for standby and auxiliary power with two bolt- fastened terminals. Includes hardware for attaching battery leads or spade connectors D1224 Battery (12 V. 24 AN D1224 A 12 V sealed lead -acid battery for standby and auxiliary power with two bolt- fastened terminals. Includes hardware for attaching battery leads or spade connectors. D1238 Battery (12 V, 38 Ah) D1238 A 12 V sealed lead -acid battery for standby and auxiliary power with two bolt- fastened terminals. Includes hardware for attaching battery leads or spade connectors. Europe, Middle East, Africa: Bosch Security Systems B.V. Bosch Security Systems, Inc. P.O. Box 80002 130 Permton Parkway Bosch Security Systems Pte Ltd 38C Jaian Pemimpin 5600 JB Eindhoven, The Netherlands Fairport, New York, 14450, Phone: - 3140 2577 284 Phone: •1 800 289 0096 USA Singapore 577180 Phones +65 6319 3450 Fax, +31 40 2577 330 Fax: +1585 223 9180 emea.securitysystems®bosch.com securitysales ®us.bosch.com Fax: +65 6319 3499 apr.securitysYStems ®bosch.com w se ww.boschcurity.com www.boschsecurity.us • www.boschsecurity.com O Bosch Security Systems 2006 1 Data subject to change without notice F1993092235 Cur. en-US, V4, 27 Sep 2006 IntelliKnight 5820XL Installation Manual 4.3.1 RBB Accessory Cabinet The Model RBB Accessory cabinet can be used when your backup batteries requirements use backup batteries that are too large to fit into the main control panel cabinet. The RBB cabinet holds batteries up to the 35 AH size. The RBB dimensions are 16" W x 10" H x 6" D (40.64 cm W x 25.4 cm H x 15.24 cm D). 4.3.1.1 installing the RBB Accessory Cabinet and Batteries To properly install the accessory cabinet and backup batteries, follow these steps: 1. Mount the accessory cabinet. See figure Figure 4 -3 for the four cabinet mounting holes. • If mounting onto drywall the accessory cabinet must be mounted onto 3/4 -inch ply- wood. This is necessary because the weight of the batteries inside the accessory cabi- net could cause the cabinet to pull away from the drywall. • When mounting on concrete, especially when moisture is expected, attach a piece of 3/4 -inch plywood to the concrete surface and then attach the RBB cabinet to the ply- wood. • If using the battery cable extenders provided (P/N 140643), mount the RBB cabinet no more than 18" away from the main control panel cabinet. This will ensure that the bat- tery cables reach the battery terminals. U Figure 4-3 RBB Cabinet Mounting Holes 2. Connect the main control panel battery cables to the battery cable extenders as shown in Figure 4 -4. Figure 4-4 Splicing Control panel Battery Cable to RBB Battery Cable Extenders • 4-4 151209 Control Panel Installation 3. Run extended battery cable from control panel cabinet through conduit to RBB cabinet. See Figure 4 -5. RBB Cabinet Cover Screws Figure 4 -5 Battery Connections in the RBB Cabinet Note: Figure 4 -5 is an example of how the wire connections can be routed. However, any other cabinet knock- outs (on either the main control panel or the RBB cabinet), that are not previously being used may be uti- lized to connect conduit between the two cabinets. • 4. Connect battery leads to the backup battery terminals. See Figure 4 -5. Observe the proper polarity to prevent damage to the batteries or the control panel. 5. Insert the RBB cover screws into the cover mounting holes (see Figure 4 -5). Screw the cover screw 3/4 of the way into the cover mounting hole. 6. Align the cover plate mounting keyhole over the cover mounting screws. See Figure 4 -6. Figure 4-6 Cover Plate Mounting Keyholes and Cover Mounting Screws Alignment 7. Slide the cover into place and tighten the cover mounting screws. See Figure 4 -6 • 151209 4 -5 • D1256RB Fire VDF Keypad The D1256RB Fire Keypad is a full- function system controller and annunciator. Four one -touch function keys provide user - friendly control over the system. The function keys allow the user to silence the audible alarm output, silence the trouble sounder, reset the annunciator display, and reset the system detectors. Four additional navigational keys allow access to other programmed system functions. The D1256RB can be mounted in secure areas. • FU"F �.. �2__ Display The display uses words, numbers, and symbols to show the status of the fire system. When several events occur, each event is shown in order of priority followed by the time of occurrence. In conjunction with the 16- character vacuum - fluorescent display (VFD), four LEDs provide the following system status indications: • Fire • Silenced • Supervisory • Trouble ► Provides system control with easy to use function keys ► Built -in multi -tone sounder ► Easy to read vacuum fluorescent display (VDF) shows complete system status in English ► Programmable custom text for each point ► Local system test display ► Molded red ABS plastic construction COttiftcati°crns aitdtwxv(s �_ .. �...... Listings and Appro- UL AMCX: Central Station Alarm Units (UL1610) vals: UL APAW: Police Station Alarm Units (UL365) UL APOU: Proprietary Alarm Units (UL1076) UL NBSX: Household Burglary Alarm System Units (UL1023) UL UOXX: Control Unit Accessories, System (UL864 9th edition) UL UTOU: Control Units and Accessories - Household Sys- tem Type (UL985) Compatible Control Panels The D1256RB Fire Keypad is compatible with the D9412GV2, D9124GV2, and D7412GV2 control panels with firmware version 7.02 or higher. Mounting Considerations The keypad is a low profile, surface - mounted unit molded in durable red plastic with three mounting holes in the base that allow secure, correct positioning during installation. Protect the surface - mounted keypad by mounting it to a D56 or D56R Conduit Back Box. For www.boschsecurity.com desktop applications, the keypad can be mounted to a D55 Desk Stand. Note Do not install the keypad in direct sunlight. This damages the module components and makes the display less visible. Do not mount in wet or moist locations. Wiring Considerations The keypad connects to the control panel for data and power through a standard four -wire flying lead cable. For field wiring use 0.8 mm (22 AWG) or 1.2 mm (18 AWG) wire. Resistance cannot exceed 25 0. The field wiring connects to a four -wire harness supplied with the unit. This harness plugs into a four -pin connector on the circuit board through the back of the keypad. Note Use shielded cable where excessive electromagnetic interference is a problem. Quaint. Component 1 Keypad 1 Hardware pack • 1 Literature pack Europe, Middle East, Africa- Bosch Security Systems B.V. P.O. Box 80002 5600 JB Eindhoven, The Netherlands Phone: +3140 27 83955 Fax: +3140 27 86668 emea.securitysystems@bosch.com www.boschsmurity.com Teehnacat :fip�Ifjgatlons Environmental Considerations Relative Humidity: 5% to 85% non - condensing at +30'C ( +86eF) Temperature (operating): 0eC to +50'C ( +32eF to +122eF) Mechanical Properties Color: Red Dimensions: 11.7cmx 21cmx 2cm(4.6in.x8.2in.x0.8in.) Material: CHI MEI POLYLAC' PA757 ABS with UV Stabilizer. UL94 -HB Fire Rated Power Requirements Current: 104 mA minimum, 225 mA maximum Voltage: 12 VDC nominal supplied by the control panel Trademarks POLYLAC' is a registered trademark of CHI MEI Industrial Corporation, LTD. Plexiglas' is a registered trademark of Arkema. D1256RB Fire VDF Keypad Ameriosr Hardware Accessories Bosch Security Systems 130 Perinton Parkway D55 Keypad Desk Stand Fairport, New York, . 14450, USA Portable desk stand in smoke colored Plexiglas'. Phone: +1 585 223 4060 D56 Surface Mount Conduit Box Fax: +1 800 289 0096 White surface mount box. security.sales@us.bosch.com D56R Red Surface Mount Conduit Box www. boschs ecurity. us Europe, Middle East, Africa- Bosch Security Systems B.V. P.O. Box 80002 5600 JB Eindhoven, The Netherlands Phone: +3140 27 83955 Fax: +3140 27 86668 emea.securitysystems@bosch.com www.boschsmurity.com Teehnacat :fip�Ifjgatlons Environmental Considerations Relative Humidity: 5% to 85% non - condensing at +30'C ( +86eF) Temperature (operating): 0eC to +50'C ( +32eF to +122eF) Mechanical Properties Color: Red Dimensions: 11.7cmx 21cmx 2cm(4.6in.x8.2in.x0.8in.) Material: CHI MEI POLYLAC' PA757 ABS with UV Stabilizer. UL94 -HB Fire Rated Power Requirements Current: 104 mA minimum, 225 mA maximum Voltage: 12 VDC nominal supplied by the control panel Trademarks POLYLAC' is a registered trademark of CHI MEI Industrial Corporation, LTD. Plexiglas' is a registered trademark of Arkema. D1256RB Fire VDF Keypad D1256RB Hardware Accessories D55 Keypad Desk Stand D55 Portable desk stand in smoke colored Plexiglas'. D56 Surface Mount Conduit Box D56 White surface mount box. D56R Red Surface Mount Conduit Box D56R Red surface mount box. Asie -PuHlc Bosch Security Systems Pte Ltd 38C Jalan Pemimpin Singapore 577180 Phone: +65 6319 3450 Fax: +65 6319 3499 apr. secu ritysyste msebosch.com www.boschsecurity.com RepresonW by ® Bosch Security Systems 2006 i Data subject to change without notice F2614683179 j Cur: en -US, V2, 7 Feb 2006 2 1 D1255 Series VFD Keypads • • For residential use, install the keypad near the front and rear entrances to the home. Install additional keypads in a kitchen or in a bedroom. • Use multiple keypads in a large building with many separate areas of security. Program multiple keypads to control multiple areas. • Install the keypad in locations that are hidden from view. Audible tones from the keypad sounder alert personnel to fire events and assist fire fighters in locating the keypad. Keypad Model Certifications and Approvals All Models UL365, Police Station BurglarAlarm Units and Systems UL609, Local Burglar Alarm Units and Systems UL864, Control Units for Fire - protective Signaling Sys- tems UL985, Household Fire Warning System Units UL1023, Household Burglar Alarm System Units UL1076, Proprietary Alarm Units UL1610, Central- station Burglar-alarm Units UL1635, Digital Alarm Communicator System Units Temperature (Operating): O°C to +50 °C ( +32'F to +122 °F) Relative Humidity: 5% to 85% at +30'C ( +86 °F) Keypad Dimensions for D 1255, 11.7 cm x 21 cm x 2 cm D1255W, and D1255R: (4.6 in. x 8.2 in. x 0.8 in.) Dimensions for D1255B: 12.6 cm x 20 cm x 3.2 cm (5 in. x 7.9 in. x 1.3 in.) Weight for All Models: 439 g (15.5 oz) Material for All Models: CHI MEI POLYLAC' PA757 ABS with UV Sta- bilizer. UL94 -HB Fire Rated Display Window: • 16- character vacuum fluorescent dis- �� e_ play • Each character is a 14-segment unit Indicators: • Illuminated keys • Warning and indicating tones D1255, D1255R, CSFM Number of... and D1255W D1255 Only FM, MEA D1255 Series Keypad Models Eight supervised 32 unsupervised • per Control Panel: �� y Power Requirements �� e_ Voltage. Nominal 12 VDC Compatibility Information _.. _ _ _ Current: Idle 104 mA, armed or disarmed Maximum ControlPanelswith D9412G, D7412G, D9412, D7412, D7212, D9112, and 206 mA, with keypad lit and warningtone on SDI Bus D9124 Trademarks D7212G with firmware version 6.41 or higher POLYLAC' is a registered trademark of CHI MEI Industrial Corporation, LTD. Mounting Considerations Plexiglas' is a registered trademark ofArkema. • Do not mount any of the D1255 Series Keypad models in a location exposed to direct sunlight. Direct ito sunlight can interfere with screen visibility and ✓ damage internal components. D1255 VFD Keypad D1255 • Do not mount any of the D1255 Series Keypad models Off- whiteclassiccase. in damp locations. D1255WVFDKeypad D1255W White classic case. Power Supplies D1255R VFD Keypad D1255R Red classic case. A compatible control panel supplies the power and data - requirements to a D1255 Series Keypad model through D1255B VFD Keypad D1255B White and gray modern case. a our -wire connection. — _ Hardware Accessories Wiring Considerations D54B Brass Flush Mount Kit D54B Back box and polished brass faceplate. Use 0.8 mm 22 AWG) or 1.2 mm (18 AWG) wire. D54CStainlessSteelF lush MountKit D54C Resistance cannot exceed 25 0. Each D1255 Series Back box and stainless steel faceplate. Keypad model includes a wiring assembly of four color D55KeypadDeskstand D55 • coded flying leads and one female four -pin connector. Portable desk stand in smoke colored Plexiglas • is r 91r I I L • The D8128D OctoPOPIT module combines the functions of the D8125 POPEX module and the D8127 and D9127U and D9127T PORT modules to provide eight Class B (Style B) off -board points in a single module. The D8128D OctoPOPIT and D8125 POPEX modules can be wired in parallel to the ZONEX Bus terminals on the same panel. L41ifW x The module can be installed inside the enclosure of the control panel, or the module can be installed in a separate enclosure and connected to the control panel. Address Switches There is a set of DIP switches for setting point assignments and line termination. Switches 1 to 4 assign the sensor loops to point numbers on a compatible control panel. Switch 5 sets the line termination. Point DIP Switches Activate or deactivate each point connected to the module by placing its respective DIP switch in the closed or open position. The point DIP switch can be used to deactivate • conflicting points. ► Provides point identification for initiating devices ► Expands the number of points in the system ► DIP switch programmable Listings and Ap- UL AMCX: Central Station Alarm Units (UL1610) provals: UL AOTX: Local Alarm Units (UL609) UL APOU: Proprietary Alarm Units (UL1076) UL NBSX: Household Burglar -alarm System Units (UL1023) UL UOXX: Control Unit Accessories, System (UL864) UL UTOU: Control Units and Accessories - Household System Type (UL985) M t U �. WOR OR c x nr w Compatibility Information Control Panels D9412GV2 D7412GV2 D7212GV2* D9412G D7412G D7212G* D9412 D7412 D7212* www.boschsecurity.com 2 1 D8128 OctoPOPIT Eight -point Expander • Connection Considerations If the module is installed in a separate enclosure, it can be placed up to 60 m (200 ft) from the control panel: * The D7212GV2, D7212G, and D7212 are not listed for commercial fire applications. Maximum Wire Impedance: 4 n i s Distance (maximum) Wire Size 60 m 0.6 mm 60m 1.0 mm 200 ft 22 AWG 200 ft 18 AWG The module can be wired to the control panel using the module's terminal strip or using Molex* connectors. The Molex connectors are useful when multiple D8128D modules are in use. The terminal strip is easier to use in cases when the module is connected directly to the control panel. a r r swa y <5z { u Quantity Component 1 OctoPOPIT 1 Hardware pack 1 Literature pack Europe, Well* East, Afrlem Americas: Bosch Security Systems B.V. Bosch Security Systems, Inc. P.O. Box 80002 130 Perinton Parkway 5600 JS Eindhoven, The Netherlands • Fairport, New York, 14450, USA Phone: 13140 2577 284 Phone: +1800 289 0096 Fax: -3140 2577 330 Fax: '1585 223 9180 emea.securitysystemsebosch.com security.salesous.bosch.com www.boschsecurity.com www.boschsecurity.us Environmental Considerations Temperature (Operating): 0 *C to +49*C ( +32*F to +120*F) Loop Wire Resistance: 100 0 maximum Response Time: 1 second (supervised with a 1 kQ end -of -line resis- tor) Power Requirements Current (alarm): 50 mA maximum Current (standby): 25 mA maximum Voltage: 12 VDC nominal Trademarks Molex* is a registered trademark of Molex Incorporated Z 'r ,..',' D8128D OctoPOPIT Eight -point Expander D8128D Provides 8 off -board points and a set of DIP switches. Accessories D137 Mounting Bracket D137 Used to mount accessory modules in D8103, D8108A, and D8109 enclosures. D203 Enclosure D203 Works with input, output, and receiver mod- ules where the circuit boards have through - hole or three -point mounting systems. D8103 Enclosure D8103 Grey steel enclosure measuring 41 cm x 41 cm x 9 cm (16 in. x 16 in. x 3.5 in.). D8108AAttack Resistant Enclosure D8108A Grey steel enclosure measuring 41 cm x 41 cm x 9 cm (16 in. x 16 in. x 3.5 in.). UL Listed. Includes lock and key set. Requires the D2402 Mounting Plate. D8109 Fire Enclosure D8109 Red steel enclosure measuring 40.6 cm x 40.6 cm x 8.9 cm (16 in. x 16 in. x 3.5 in). UL Listed. Includes a lock and key set. AelaPecifla Bosch Security Systems Pte Ltd 38C Jalan Pemimpin Singapore 577180 Phone: +65 6319 3450 Fax: +65 6319 3499 apr.securitysystems ®bosch.com www. boschsecurity.com Represented by ® Bosch Security Systems 2006 l Data subject to change without notice F1159086475 l Cur: en -US, V4, 19 Sep 2006 D125B Dual Class B Powered Loop Converter 13 Technical Specifications -MMW 1 Maximum voltage occurs on Short+ after 2 minutes. 2 Maximum voltage occurs when there are alarms on both loops. • D125B Dual Class B Powered Loop Converter D125B D137 Mounting Bracket D137 Dimensions HxWxD): 5 in. x 3 in. x 0.8 in. (12.7 cmx7.6cmx2.Ocm) — Power Requirements 12 VDC Current (idle): 22 mA maximum Current (alarm [per loop]): 85 mA maximum Current (open [per loop]): 12 mA maximum Current (short+ [per loop]): 80 mA maximum Current (short- [per loop]): 23 mA maximum Current (total [both loops]): 150 mA maximum 24 VDC Current (idle): 42 mA maximum Current (alarm [per loop]): 168 mA maximum Current (open [per loop]): 23 mA maximum Current (short+ [per loop]): ' 55 mA maximum Current (short- [per loop]): 45 mA maximum Current (total [both loops]): 292 mA maximum Voltage From control panel: 12 VDC nominal From a UL Listed auxiliary 24 VDC nominal power supply: 1 Maximum voltage occurs on Short+ after 2 minutes. 2 Maximum voltage occurs when there are alarms on both loops. • 2 1 D125B Dual Class B Powered Loop Converter 24 VDC Applications An auxiliary power supply is used in 24 VDC applications. The auxiliary power supply provides power for the module and all devices connected to the two loops. Note: The power supply is not provided with the unit. Any power supply installed must be UL listed for use with Bosch fire products. The D130 Relay Module is used for 24 VDC applications. CMD 47 is used to reset 24 VDC smoke detectors. Refer to the control panel's operation and installation guide. Unpowered initiating devices such as waterflow switches, manual stations, and heat detectors are installed without the D 130 Relay Module. Parts Included Quant. Component 1 D125B module 2 1.8 k.Q EOL resistors (P /N: 15- 03130 -006) 1 Hardware pack 1 Literature pack Certifications and Approvals Listings and UL AMCX: Central Station Alarm Units (UL1610) Approvals: UL AOTX: Local Alarm Units (UL609) UL APAW: Police Station Alarm Units (UL365) UL APOU: Proprietary Alarm Units (UL1076) UL NBSX: Household Burglary Alarm System Units (UL1023) UL UOJZ: Control Units, System (UL864) UL UTOU: Control Units and Accessories — Household System Type (UL985) CSFM: 7167 -1615: 100,7165-1615: 119, 7170-1615:145 Factory Mutual Research NYC /MEA (12 -92 -E, Vol. 12) Installation /Configuration Notes Compatible Products The following products are compatible with the D 125B Dual Class B Initiating Module: Category Product ID Product Description Control D9412G Control panel Panels D7412G Control panel D7212G' Control panel Detectors Refer to the Approved Applications Compliance Guide for the control panel (P /N: 43494 for D9412G and D7412G, P /N: 4998138560 for D7212G) Enclosures D7103 Small enclosure (gray) D8103 Universal enclosure (gray) D8108A Attack - resistant enclosure (gray) D8109 Fire enclosure (red) Modules D130 Auxiliary relay module 1 The D7212G is not listed for commercial fire applications. Mounting Considerations The D125B module mounts in the Bosch control panel enclosure using screws included with the unit, Use a D 137 Mounting Bracket to install additional modules in the same enclosure, or when installing the D 125B in an approved adjacent enclosure. Separate enclosures must be within 20 ft (6.1 m) of the control panel enclosure and connected by conduit. Wiring Considerations The D 125B needs to be electrically connected to the control panel's common terminal. • Fire Alarm Systems I D125B Dual Class B Powered Loop Converter IS D125B Dual Class B Powered Loop Converter • Two separate powered detector loops • Suitable for 12 VDC or 24 VDC, two -wire smoke detectors • Suitable for four -wire smoke detectors • Up to 50 two -wire 12 VDC glass break detectors • Reports individual loop alarm, individual loop trouble, and ground fault • Manually resets latching devices from control panel • Remote central station reset • The D125B Dual Class B Powered Loop Converter has two separate NFPA Style A (Class B) powered loops. The module supervises each of the loops for opens, shorts, or ground faults. Both loops can be powered with either 12 VDC or 24 VDC to connect compatible two -wire detectors or other two- or four -wire devices such as retarded waterflow switches, manual stations, heat detectors, or glass break detectors. The D125B is suitable for connecting fire or burglary devices in commercial, industrial, and institutional applications. Schools, offices, and health care facilities are typical commercial applications. Functions Loop Supervision The D125B needs to be electrically connected to earth ground and to the control panel's common. The D 125B has a supervisory output terminal for each of its loops. All terminal designations are clearly marked on the module circuit board. To supervise the loops, install an end -of -line (EOL) resistor beyond the last detector of each protective loop. If you are replacing a Dl 25 or D 125A Module with the D 125B, you can use the 1.5 kQ resistor (P /N: 15- 03130 -000) installed with the original system. If you are installing a D 125B in a new system or are adding additional devices to an existing system, use the 1.8 kQ resistor (P /N: 15- 03130 -006) supplied with the module. The D125B shorts the protective loop on the control panel when the high ( +) and low ( -) side of either module loop is shorted together or when a smoke detector activates. The D125B opens the protective loop on the control panel during the following conditions: • Either of the module protective loops are opened. • The D125B Interface module is unpowered. • Either the high ( +) side of the loop or the low ( -) side of the loop is shorted to ground. With the D9412G, D7412G, and D7212G Control Panels, a short to ground causes a ground fault condition when ground fault detect is enabled. When programming for fire applications, refer to the appropriate control panel's operation and installation guide. Warning: Do not mix 12 VDC and 24 VDC detectors on the same D125B Module. • BOSCH Indicating C ircuit Module D192C Installation Instruntinnc 0 C. • 1.0 Introduction PRIMARY SIDE ® MODEL D1J SUPERVISK D RV1 RV4 COM ZONE pyyp OM P NR IN - ' L ALRM CKT s o , or grown e circuit au is. Figure 1: D192C Indicating Circuit Module Several D192C Modules can be connected to the same zone /point on the above listed panels. However, if you want individual annunciation of indicating bell circuit, connect the D192C Modules to separate zones or points. The D192C powers the alarm indicating devices from either the panel's alarm output or from a UL Listed auxiliary power supply. This feature allows the system to support more indicating devices on longer wire runs. It also allows the use of 12 V or 24 V alarm indicating devices (requires the appropriate power supply). The D192C Indicating Circuit Module is designed to use only polarized (DC) indicating devices. Signaling Devices Specifications: Not all signaling devices are polarized and those used with the D192C Module must comply with the following parameters: Before you install the D192C, you should be familiar with the Operation and Installation Guide for the Control Panel you are using. The D 192C Indicating Circuit Module is used with the Bosch Security Systems 2000 Series, D9412G, D7412G, D7212G, D9412, D9112, D7412, D7212, D8112, D9112131, and D7212B1 Control Panels. The D192C is used for wiring connections to remote alarm indicating devices. The wiring is supervised for open, hrt dd' 'f 1 • Must be polarized (DC) equipment. • Must match the voltage rating of the alarm power supply. • Must not exceed the current rating of the alarm power supply. • Must not exceed 1.80A per D192C Module. 2.0 Specifications D192C Operating Voltage AUX PWR IN: 12 VDC supplied by Aux Power from the control panel. Alarm Output Voltage EXT PWR IN: 12 or 24 VDC supplied by UL Listed external power supply, or 12 VDC supplied by the alarm output terminal on the control panel. Module is rated at 1.80 A output at 12 or 24 VDC. D192C Module Current Idle: 25 mA Alarm: 50 mA Maximum rating of module alarm circuit is 1.80 A. Alarm power comes from an external power supply, or the panel's alarm output terminal, if one is used (refer to Figure 2 on page 4) Dimensions (H x W x D) 5.0 in. x 3.0 in. x 3/4 in. (12.7 cm x 7.6 cm x 1.9 cm) Indicating Circuit Bosch Security Systems (P /N: 15- 03130 -005): 560 0, 2 W End - of - Line Resistor P105F End -Of -Line Locate on the last D192C Module in the circuit. Refer to Figure 2 and Figure 3 (page 5). Resistor (sold separately) Bosch Security Systems (P /N: 15- 03130 -004): 1 kQ, 1/2 W Bosch Security Systems (P /N: 4998140608): 1 k12, 1/2 W (package of 8) Power Supplies Use a UL Listed auxiliary 12 VDC or 24 VDC regulated/power limited power supply for Fire Protective Signal Units and Commercial/Residential Burglar Units. Install auxiliary supply according to manufacturer's instructions. (� .�) Security Systems • D8125 Addressable Expansion Module ► Provides point identification of initiating devices ► Supervises wiring to devices for circuit integrity ► Expands the number of points in the system ► Compact size ► Terminal connections for reliability ► Multiplex technology ► Low installation costs The D8125 Addressable Expansion Module works with the Ctfwctt►kks ; D9127U or D9127T POPIT Modules to provide multiplex technology that combines zone or point supervision with UL Standards UL365, Police Station Connected Burglar Alarm Units individual device addressing on one pair of wires. Use the and Systems D8125 to provide expansion beyond the standard number UL464, Audible Signal Appliances UL609, Local Burglar Alarm Units and of control panel zones, up to a total of 240 points. Each Systems D8125 module can fully supervise 120 D9127U or D9127T UL864, Control Units for Fire-protective POPIT Modules. Signaling Systems UL985, Household Fire Warning System Units UL1023, Household Burglar alarm System Units UL1076, Proprietary Burglar Alarm Units and Systems u UL1610, Central Station Burglar -alarm Units Each D8125 installs in the control panel enclosure or in an UL1635, Digital Alarm Communicator System Units adjacent approved enclosure. Future system expansion is very economical as D9127U or D9127T POPITs can be 1ristlll�tft6fi spliced in anywhere along the two -wire data expansion loop from the D8125 module. Compatibility Information The D9127 is a compact, addressable device that is suitable for applications where specifications call for point Control Panels D9412GV2, D7412GV2, D7212GV2, D9412G, identification from each initiating device or series of D7412G, D7212G, D9412, D7412, D7212, D7212131, D9112, D911261, D8112G1, D8112G2, devices. The units are small, and easily installed in standard and D9124 outlet boxes, above false ceilings, closets, or other accessible locations. The D8125 includes a 33 kO end- of-line (EOL) resistor. Install the resistor at the farthest point on the loop for proper supervision. • www.boschsecurity.com • • Photoelectric Smoke Detectors System Sensor's i3- series smoke detectors represE significant advancement in conventional detecti The i family is founded on three principles: installation ease, intelligence, and instant inspection. Features Plug -in detector line, mounting base included Large wire entry port In -line terminals with SEMS screws Mounts to octagonal and single -gang backboxes, 4- square backboxes, or direct to ceiling Stop- Drop'N Lock attachment to base Removable detector cover and chamber Built -in remote maintenance signaling Drift compensation and smoothing algorithms Simplified sensitivity measurement Wide angle, dual color LED indication Loop testing via EZ Walk feature Built -in test switch Agency Listings U` <FM > 0 MEA MSFM LISTED APPROVIED approved approved S911 3011446 7272- 1209:210 290 -01 -E 2093 Installation ease.The i3 line redefines installation ease with its plug -in design.This allows an installer to pre -wire the bases included with the heads. The large wire entry port and in -line terminals provide ample room for neatly routing the wiring inside the base. The base accommodates a variety of back box mounting methods, as well as direct mounting with drywall anchors. To complete the installation, i heads plug in to the base with a simple Stop- Drop'N Lock" action. Intelligence. i detectors offer a number of intelligent features to simplify testing and maintenance. Drift compensation and smoothing algorithms are standard with the i line to minimize nuisance alarms. Two -wire i detectors needing cleaning can generate a remote maintenance signal, when connected to the 2W -MOD2 loop test/maintenance module, or to a panel equipped with the i protocol. This signal is indicated by LEDs located at the module and the panel. The SENS -RDR, a wireless device, displays the sensitivityof i detectors in terms of percent per- foot- obscuration. Instant inspection.The i series provides wide -angle red and green LED indicators for instant inspection of the detector's condition: normal standby, out -of- sensitivity, alarm, or freeze trouble. When connected to the 2W -MOD2 loop test/maintenance module or a panel with the i protocol, the EZ Walk loop test feature is available on two -wire i detectors.This feature verifies the initiating loop wiring by providing LED status indication at each detector. Cj;3 Smoke Detector Smoke detector shall be a System Sensor i Series model number listed to Underwriters Laboratories UL 268 for Fire Protection Signaling Systems.The detector shall be a photoelectric type (Model 2W -B, 4W -B) or a combination photoelectric/thermal (Model 2WT 4Wi - B) with thermal sensor rated at 135 °F (57.2 °C).The detector shall include a mounting base for mounting to 3'h -inch and 4 -inch octagonal, single gang, and 4 -inch square back boxes with a plaster ring, or direct mount to the ceiling using drywall anchors. Wiring connections shall be made by means of SEMS screws.The detector shall allow pre- wiring of the base and the head shall be a plug -in type. The detector shall have a nominal sensitivity of 2.5 percent - per -foot nominal as measured in the UL smoke box. The detector shall be capable of automatically adjusting its sensitivity by means of drift compensation and smoothing algorithms. The detector shall provide dual color LED indication which blinks to indicate power up, normal standby, out of sensitivity, alarm, and freeze trouble (Model 2WT -B, 4WT -B) conditions. When used in conjunction with the 2W -MOD2 module, 2 -wire models shall include a maintenance signal to indicate the need for maintenance at the alarm control panel, and shall provide a loop testing capability to verify the circuit without testing each detector individually. Operating Voltage Nominal: 12/24V non - polarized Minimum: 85V Maximum: 35V Maximum Ripple Voltage 30%peaktopeakofappliedvoltage Standby Current 2 -wire: 50 NA maximum average; 4 -wire: 50 NA maximum average Maximum Alarm Current 2 -wire: 130 mA limited by control panel; 4 -wire: 20 mA @12V, 23mA @ 24V Peak Standby Current 2 -wire: 100 NA; 4 -wire: n/a Alarm Contact Ratings 2 -wire: n /a; 4 -wire: 0.5 A @ 30V AC/DC Dimensions (including base) 5.3 inches (127 mm) diameter; 2.0 inches (51 mm) height Weight 6.3 oz (178 grams) Operating Temperature Range 2W -B and 4W -B: 32 °F -120 °F (0 °C- 49 °C); 2WT-13 and 4WT-6: 32 °F -100 °F (0 ° C- 37.8 ° C) Operating Humidity Range 0 to 95% RH non - condensing Thermal Sensor 135 °F (57.2 °C) fixed Freeze Trouble 2WT -B and 4W1=B only: 41'F (5 °C) 2.5%/ft. nominal Input Terminals 14 -22 AWG Mounting 3'/2 -inch octagonal back box 4 -inch octagonal back box Single gang back box 4 -inch square back box with a plaster ring Direct mount to ceiling LED Mode Green LED Red LED Condition Duration Power up Blink every 10 seconds Blink every 10 seconds Initial LED status indication 80 seconds Normal (standby) Blink every 5 seconds off Out of sensitivity off Blink every 5 seconds Freeze trouble off Blink every 10 seconds Alarm off Solid Ordering Information T O a 2W -B No 2 -wire Alarm currl�n 130 mA max. limited by control panel 2WT -B Yes 2 -wire 130 mA max. limited by control panel 4W -B No 4 -wire 20 mA @ 12V, 23mA @ 24V 4WT-B Yes 4 -wire 20 mA @ 12V, 23mA @ 24V Accessories 2W -MOD2 2 -wire loop test / maintenance module RT SENS -RDR Sensitivity reader A77 -AB2 Removal / replacement tool Retrofit adapter bracket, 6.6 in. (16.76cm) diameter • �p /� �r xld R Is 3825 Ohio Avenue • St. Charles, IL 60174 Phone: 800- SENSOR2 • Fax: 630-377-6495 020 ct —ge rem Senwr. R�K� �< s< a�s" q�« ro <n���m notice �nsrc> nte„:�«<o mr"r Rent po «'" a °0318 d 006 -016 ms s ° ° mnaaasn� A06- 0318 6 7/06 - Y 1616 f 5600 Series Mechanical Heat Detectors • System Sensor's 5600 series mechanical heat detectors offer a low -cost means for property protection against fire, and for non - life - safety installations where smoke detectors are inappropriate. Features Multiple configurations for installations: - Single- and dual- circuit models - Fixed temp and combination fixed - temp /rate -of -rise 135 °F or 194 °F ratings. Plain housing for residential installations (Model 5601 P) Easy -to -use terminal screws A broad range of back box mounting options: - Single gang - 3.5 and 4" Octagonal - 4 "square with square to round plaster ring • Reversible mounting bracket Multiple configurations. The 5600 series offers a full -line of configurations to accommodate a broad range of applications. Both single- and dual- circuit models are available for low- and high - temperature ratings with either fixed temperature or combination fixed temperature /rate -of -rise (ROR) activation. The ROR element of the fixed /ROR models is restorable to accommodate field- testing. Installation flexibility. To satisfy a variety of installation needs, the 5600 series easily mounts to single -gang and octagonal back boxes. And these models accommodate four - square back boxes, when used with a square to round plaster ring. The reversible mounting bracket permits both flush- and surface -mount back box installations. Visual identification. The 5600 series provides clear markings on the exterior of the unit to ensure that the proper detector is being used. Alphanumeric characters identify the activation method, as well as the temperature rating, in Fahrenheit and Celsius degrees. Fixed temperature models are identified FX, while combination fixed /rate -of -rise units are marked FX/ROR.The 5600 series also provides a post- activation indicator in the form of a collector. When the detector is activated, the collector drops from the unit, making it easy to identify the unit in alarm. Agency Listings @ i M LISTED+° 52101 3016008 f�l i r Mechanical heat detector shall be a System Sensor 5600 series model number listed to Underwriters Laboratories UL 521 for Heat Detectors for Fire Protective Signaling Systems.The detector shall be either a single- circuit or a dual- circuit type, normally open. The detector shall be rated for activation at either 135 °F (57 °Q or 194 °F (90 °C), and shall activate by means of a fixed temperature thermal sensor, or a combination fixed temperature /rate -of -rise thermal sensor. The rate -of -rise element shall be activated by a rapid rise in temperature, approximately 15 °F (8.3 °C) per minute. The detector shall include a reversible mounting bracket for mounting to 3%2 -inch and 4 -inch octagonal, single gang, and 4 -inch square back boxes with a square to round plaster ring. Wiring connections shall be made by means of SEMS screws that shall accommodate 14 -22AWG wire. The detector shall contain alphanumeric markings on the exterior of the housing to identify its temperature rating and activation method.The rate -of -rise element of combination fixed temperature /rate -of -rise models shall be restorable, to allow for field - testing. The detectors shall include an external collector that shall drop upon activation to identify the unit in alarm. Physical/ Maximum Installation Temperature 5601 P, 5603, 5621, and 5623: 100 °F (38 °C) 5602, 5604, 5622, and 5624:150'F (65.6 °C) Operating Humidity Range 5 to 95% RH non - condensing Dimensions with mounting bracket Diameter: 4.57 inches (I 1.6cm) Height: 1.69 inches (4.3cm) Alarm Temperature 5601 P, 5603, 5621, and 5623: 135 °F (57 °C) 5602, 5604, 5622, and 5624:194F (90 °C) Weight 6 oz. (170 grams) Rate-of-Rise Threshold 15°F (8.3 °C) rise per minute (models 5601 P, 5602, 5621, and 5622 only) Mounting 3%2-inch octagonal back box 4 -inch octagonal back box Single gang back box 4 -inch square back box with a square to round plaster ring Eli Operating Voltage / Contact Ratings 6- 125VAC / 3A 6 -28VDC / 1 A 125VDC / 03A 250VDC / 0.1 A Input Terminals 14 -22 AWG 0 0 0 0 5601P 5602,5622 5603,5623 5604,5624 5621 Ordering Information Identification Method Temperature r Foot Ceiling* 5601 P Single None 135 °F (57 °C) Fixed Temperature / Rate -of -Rise 50 feet x 50 feet (15.24m x 15.2m) 5602 Single Lettering 194 °F (90 °C) Fixed Temperature / Rate -of -Rise 50 feet x 50 feet ( x 15.2m) 5603 Single Lettering 135 °F (57 °C) Fixed Temperature 25 feet x 25 feet (7.62m x 7.62m) 5604 Single Lettering 194 °F (90 °C) Fixed Temperature 25 feet x 25 feet (7.62m x 7.62m) 5621 Dual Lettering 135 °F (57°C) Fixed Temperature / Rate -of -Rise 50 feet x 50 f eet (15.24m x 15.2m) 5622 Dual Lettering 194 °F (90 °C) Fixed Temperature / Rate -of -Rise 50 feet x 50 feet (15.24m x 15.2m) 5623 Dua Lette ring 1 °F ( °C) F T 25 feet x 25 feet (7.62m x 7.62m) 5624 Dual Lettering 194 °F (90 °C) Fixed Temperature 25 feet x 25 feet (7.62m x 7.62m) *NOTE: Refer to NFPA72 guidelines for spacing reductions when ceiling heights exceed 10 feet. eA 02 3825 system se"mr. +sd� 3825 Ohio Avenue • St. Charles, IL 60174 Ric r"aa�s :o��a. °natg" "aKe nsrt nrem a «°om a SENSOR' Phone: 800- SENSOR2 • Fax: 630-377-6495 °e "` r " A0 M 51 03"'a 002 "°"9 . t I "'0 6 -$16 7"6° o this data nee A06 -03-N • M 1676 • • • July 14, 2004 DF -52004 F -050 • FIrE�•LITP. ®ALat'YY1S BG -12 Series Manual Fire Alarm Pull Stations www.firelite.com Section: Conventional Initiating Devices GENERAL The Fire-Lite Alarms BG -12 Series is a cost - effective, fea- ture- packed, non -coded series of manual fire alarm pull stations. It was designed to meet multiple applications with the installer and end -user in mind. The BG -12 Series features a variety of models including single- and dual - action versions. The BG -12 Series provides Fire-Lite Fire Alarm Control Panels (FACPs), as well as other manufacturers' controls, with a manual alarm initiating input signal. Its innovative design, durable construction, and multiple mounting op- tions make the BG -12 Series simple to install, maintain, and operate. FEATURES • Aesthetically pleasing, highly visible design /color. • Attractive contoured shape with light textured finish. • Meets ADA 5 lb. maximum pull- force. • Meets UL 38, Standard for Manually Actuated Signaling Boxes. • Easily operated (single- or dual - action), yet designed to prevent false alarms when bumped, shaken, or jarred. • PUSH IN /PULL DOWN handle latches in the down po- sition to clearly indicate the station has been operated. • The word "ACTIVATED" appears on the top of the handle in bright yellow, further indicating operation of the sta- tion. • Operation handle features white arrows showing basic operation direction, for non - English- speaking persons. • Braille text included in finger -hold area of operation handle and across top of handle. • Multiple hex- and key -lock models available. • U.S. patent - pending hex -lock needs only a quarter -turn to lock /unlock. • Station can be opened for inspection and maintenance without initiating an alarm. • Product ID label viewable by simply opening the cover; label is made of a durable long -life material. • The words "NORMAL" and "ACTIVATED" are molded into the plastic adjacent to the alarm switch (located in- side). • Four - position terminal strip molded into backplate. • Terminal strip includes Phillips combination -head cap- tive 8/32 screws for easy connection to Initiating Device Circuit (IDC). • Terminal screws backed -out at factory and shipped ready to accept field wiring (up to 12 AWG /3.25 mm California State Fire U Marshal ri ®� us 7150 - 0075:184 LISTED < @> M EA 67 -02 -E APPROVED • Terminal numbers are molded into the backplate, elimi- nating the need for labels. • Switch contacts are normally open. • Can be surface (with SB -1 /0 or SB -10) or semi -flush mounted. Semi -flush mount to a standard single -gang, double -gang, or 4" (10.16 cm) square electrical box. • Backplate is large enough to overlap a single -gang backbox cutout by up to 1/2" (12.7 mm). • Optional trim ring (BG -TR). • Spanish version (FUEGO) available (BG- 12LSP). • Designed to replace the Fire-Lite Legacy BG -10 Series. • Models packaged in attractive, clear plastic (PVC), clamshell - style, Point -of- Purchase packages. Packag- ing includes a cutaway dust/paint cover in shape of pull station. Fire•Lite® Alarms is a Honeywell company. This document is not intended to be used for installation purposes. We try to keep 1S0 �oo� our product information up -to -date and accurate. We cannot cover all specific _ applications or anticipate all requirements. All specifications are subject to _ ,•,„®,, change without notice. For more information, contact Fire-Lite Alarms, One Fire -Lite Place, Northford, Qr���iTr SYSTEMS Connecticut 06472. Phone: (800) 627 -3473, Toll -Free FAX: (877) 699 -4105. DF -52004 • 07/14/04 — Pagel of 2 CONSTRUCTION • Cover, backplate and operation handle are all molded • of durable polycarbonate material. • Cover features white lettering and trim. Red color matches System Sensor's popular SpectrAlertTM horn /strobe series. OPERATION • The BG -12 manual pull stations provide a textured finger - hold area that includes Braille text. In addition to PUSH IN and PULL DOWN text, there are arrows indicating how to operate the station, provided for non - English- speaking persons. Pushing in and then pulling down on the handle activates the normally -open alarm switch. Once latched in the down position, the word "ACTIVATED" appears at the top in bright yellow, with a portion of the handle protruding at the bottom as a visible flag. Resetting the station is simple: insert the key or hex (model dependent), twist one quar- ter -turn, then open the station's front cover, causing the spring - loaded operation handle to return to its original position. The alarm switch can then be reset to its normal (non - alarm) position manually (by hand) or by closing the station's front cover, which automatically resets the switch. SPECIFICATIONS Physical Specifications: 52004H Abl Electrical Specifications: Switch contact ratings: gold - plated; rating 0.25 A @ 30 VAC or VDC. ENGINEERS' & ARCHITECTS' SPECIFICATIONS Manual Fire Alarm Stations shall be non -code, with a key - or hex - operated reset lock in order that they may be tested, and so designed that after actual Emergency Operation, they cannot be restored to normal except by use of a key or hex. An operated station shall automatically condition it- self so as to be visually detected as activated. Manual stations shall be constructed of red colored LEXAN@ (or polycarbonate equivalent) with clearly visible operating in- structions provided on the cover. The word FIRE shall ap- pear on the front of the stations in white letters, 1.00 inches (25.4 mm) or larger.* Stations shall be suitable for sur- face mounting on matching backbox SB -10; or semi -flush mounting on a standard single -gang, double -gang, or 4" (10.16 cm) square electrical box, and shall be installed within the limits defined by the Americans with Disabili- Page 2 of 2 — DF -52004 • 07/14/04 ties Act (ADA) or per national /local requirements. Manual Stations shall be Underwriters Laboratories listed. *NOTE: The words `FIRE /FUEGO "on the BG- 12LSPshall ap- pear on the front of the station in white letters, approximately 31 4 "high. PRODUCT LINE INFORMATION DOMODmO 00410 00-i0 00-10 000 000000 55 =0 5.601 MNIO 5.5 MOMO 6.0 0 3JO0 425 0 ®0 switch, screw terminal connections, hex lock. (13.97 M) (142300) (13.9700) (152400) (10.7900) 0 M7: 4.121 ®0 4.222 0=0 4.121 ®0 4.69 MMO 425 MMO (10.4700) (10.7200) (10.4700) (11.9100) (10.7907) 00010: 139 HMO 1.439 OM 1.375 Mull j 2.0 000000 1.75 (0000 (3.53 00) (3.66 00) (3.49 00) (5.08 00) (4.445 M) 52004H Abl Electrical Specifications: Switch contact ratings: gold - plated; rating 0.25 A @ 30 VAC or VDC. ENGINEERS' & ARCHITECTS' SPECIFICATIONS Manual Fire Alarm Stations shall be non -code, with a key - or hex - operated reset lock in order that they may be tested, and so designed that after actual Emergency Operation, they cannot be restored to normal except by use of a key or hex. An operated station shall automatically condition it- self so as to be visually detected as activated. Manual stations shall be constructed of red colored LEXAN@ (or polycarbonate equivalent) with clearly visible operating in- structions provided on the cover. The word FIRE shall ap- pear on the front of the stations in white letters, 1.00 inches (25.4 mm) or larger.* Stations shall be suitable for sur- face mounting on matching backbox SB -10; or semi -flush mounting on a standard single -gang, double -gang, or 4" (10.16 cm) square electrical box, and shall be installed within the limits defined by the Americans with Disabili- Page 2 of 2 — DF -52004 • 07/14/04 ties Act (ADA) or per national /local requirements. Manual Stations shall be Underwriters Laboratories listed. *NOTE: The words `FIRE /FUEGO "on the BG- 12LSPshall ap- pear on the front of the station in white letters, approximately 31 4 "high. PRODUCT LINE INFORMATION Model Description BG -12S Single- action pull station with pigtail connec- Outdoor use backbox. tions, hex lock. BG -12SL Same as BG -12S with key lock. BG -12 Dual- action pull station with SPST N/O Hex lock. switch, screw terminal connections, hex lock. BG -12L Same as BG -12 with key lock. BG -12LSP Same as BG -12L with English /Spanish (FIRE /FUEGO) labeling. BG -12LOB Same as BG -12L with "outdoor use" listing. Includes outdoor listed backbox, and seal- ing gasket. BG -12LO Same as BG -12L with "outdoor use" listing. Does not include backbox. BG -12LA Same as BG -12L with auxiliary contacts. BG -12LPS Same as BG -12L with presignal feature. BG- 12LPSP Same as BG -12LPS with English /Spanish (FIRE /FUEGO) labeling. SB -1/0 Indoor /outdoor backbox. SB -10 Indoor use backbox. WP -10 Outdoor use backbox. WBB Outdoor use backbox. 17003 Key lock. 17007 Hex lock. 1.390" (35.306) Wire Length Strip Gauge 1.000" (25.40) i 0.750" (19.05) 5.500" (139.70) (mm) i �J 4 -Wire Photoelectric, Low -Flow Duct Smoke Detector System Sensor's Innovair DH IOOACDCLP reduces the spread of smoke through HVAC air duct systems, including low -flow applications. As a photoelectric detector, it's ultra - responsive to the large smoke particles commonly found in duct systems. The DH100ACDCLP uses low -flow technology to sense smoke in the lowest air speeds, from 100 to 4,000 feet per minute. When smoke is detected, all interconnected units will initiate their relays. However, to quickly locate the fire source, only the detector sensing smoke will alarm. Two DPDT Form -C relay contacts, connected to auxiliary equipment, can also be configured to prevent the spread of smoke through a particular area. . The DH100ACDCLP is simple to install and maintain. Powered by 24 VAC/DC or 120/240 VAC, it can be easily mounted to round and rectangular ducts, from one to twelve feet in width, with outside mounting tabs. It also offers an adjustable telescopic sampling tube that can be used for duct widths up to 18 inches. This tube locks into place — no additional tools are necessary. Its modular construction allows for easy cleaning and field replacement of the power and sensor boards. Also simplifying maintenance is a transparent cover that provides convenient visual inspection. If the cover is removed, a patented cover - tamper trouble signal gives a 7- minute delay before the panel or remote accessory is notified of trouble. 1/01A • Features Photoelectric, low -flow technology An air velocity rating from 100 feet per minute to 4,000 feet per minute (.5 meters per second to 20.32 meters per second) Patented interconnectability for multi -fan shutdown • Two DPDT Form -C relay contacts • 24 VAC/DC or 120/240 VAC • Versatile mounting options Outside mounting tabs A patented telescopic sampling tube Modular construction A patented cover - tamper trouble signal A transparent cover A remote test station Remote sounder /LED indicator options At a remote location, the remote test station option ensures that • A built -in reset button a detector is functioning properly and the remote sounder /LED indicator option signals if a detector is in alarm. However, the cover does not need to be removed if a detector needs to be reset at the detector. Simply push the built -in reset button. Agency Listi WARNING: Duct smoke detectors are NOT a substitute for open area smoke detectors, NOT a substitute for early warning detection ` and NOT a replacement for a building's regular fire detection system. Refer to NFPA 72 and 90A for additional information. L ISTED Innovair Duct Smoke Detector Specifications • The air duct smoke detector shall be a System Sensor Model DH100ACDCLP Series Duct Smoke Detector. The detector housing shall be UL listed per UL 268A specifically for use in air handling systems. The detector shall operate at air velocities of 100 feet per minute to 4000 feet per minute (0.5 to 20.32 m/sec.). The unit shall be capable of controlling up to ten (10) air handling systems when interconnected with other detectors. The detector shall be capable of providing a trouble signal in the event that the front cover is removed. It shall be capable of local testing via magnetic switch or remote testing using the SSK451 Multi - Signaling Accessory or the RTS451 KEY Remote Test Station. The unit shall be reset by local reset button or remote test station. The duct smoke detector housing shall incorporate an airtight smoke chamber in compliance with UL 268A, Standard for Smoke Detectors for Duct Applications. The housing shall be capable of mounting to either rectangular or round ducts without adapter brackets. An integral filter system shall be included to reduce dust and residue effects on detector and housing, thereby reducing maintenance and servicing. Sampling tubes shall either be telescoping or be easily installed by passing through the duct housing after the housing is mounted to the duct. The unit shall provide a spacial separation of no less than 1 /4 - ( 6.4 mm) and /or a physical barrier between the high and low voltage terminals. The enclosure shall meet all applicable NEC and NFPA standards regarding electrical junction boxes.Terminal connections shall be of the strip and clamp method suitable for 12 -18 AWG wiring. Size 14 3 /8 "(37 cm.) Length; 5'h "(14 cm.) Width; 2 3 /4" (7 cm.) Depth Shipping Weight 3 3 /4 lbs. (1.7 kg.) Operating Temperature Range 32° to 131'F (0° to 55 °C) Storage Temperature Range -22° to +158 °F ( -30° to +70 °C) Operating Humidity Range 10% to 93% relative humidity non - condensing Air Duct Velocity o ray ® Power supply voltage: 100 to 4000 ft. /min. (0.5 to 20.32 m /sec.) $- 20 -29 VDC 24 VAC 50-60 Hz 120 VAC 50-60 Hz 220/240 VAC 50-60 Hz Input capacitance: 270 NF max. 270 NF max. N/A N/A Reset voltage: 3.0 VDC min. 2.0 VAC min. 10 VAC min. 20 VAC min. • 1105.104 1 Reset time (with RTS451); .03 to 0.3 sec. Reset time (by power down) 0.6 sec. max. .03 to 0.3 sec. 0.6 sec. max. .03 to 0.3 sec. 0.6 sec. max. .03 to 0.3 sec. 0.6 sec. max. Power up time: 34 sec. max. 34 sec. max. 34 sec. max. 34 sec. max. Alarm response time: 2 to 17 sec. 2 to 17 sec. 2 to 17 sec. 2 to 17 sec. Sensitivity Test: See detector label Current Requirements (Using No Accessories) See detector label See detector label See detector label Max. standby current 15 mA 35 mA RMS 25 mA RMS 15 mA RMS* • Max. alarm current 70 mA 125 mA RMS Alarm initiation contacts (SPST) 2.OA @ 30 VAC/DC (0.6 power factor) 35 mA RMS* 25 mA RMS* Alarm auxiliary contacts (DPDT) I OA @ 30VDC; I OA @ 250 VAC Note: Alarm auxiliary contacts must switch I OOmA minimum at SVDC. the alarm initiation contact for this purpose. Alarm auxiliary contacts shall not be connected to initiating circuits of control panels. Use Trouble contacts (SPDT) 2.OA @ 30 VDC (resistive); 2.OA @ 125 VAC (resistive) a Device Standby Trouble Alarm APA451 12.5 mA Max. n/a 30 mA Max. PA400 0 mA n/a 15 mA Max. RA40OZ 0 mA n/a 10 mA Max. RTS451 /RTS451 KEY 12 mA* n/a 7.5 mA Max. SSK451 5 mA Max. 9 mA Max. 30 mA Max. *Note: When a unit is powered at the 120 VAC input, any combination of accessories may be used such that the given accessory loads are: 60 mA or less in the standby state; 110 mA or less in the alarm state. • 1105.104 1 Wiring Guide System wiring diagram for 4 -wire duct smoke detectors • r� Wiring diagram for DH I OOACDCLP to APA451: Wiring diagram for the DH 100ACDCLP to -------- - - - - -- I AVAILABLE POWER INPUTS I ------ - - - - -- I AVAILABLE POWER INPUTS I CONNECT POWER SOURCE POWER INPUTS ACCEPT 24 VOID, 24 VAC 50.60 HZ, I 9 10 A S C I I B 10 A B C I TO APPROPRIATE TERMINALS OF EACH DETECTOR. SEE 120 VAC 5060 HZ, OR I I I I SPECIFICATIONS FOR 220/240 VAC 50 - 60 HZ. CONNECT POWER SOURCE TO APPROPRIATE TERMINALS I }� L 120 I 24V 24V 120 I ADDITIONAL POWER SUPPLY INFORMATION. OF EACH DETECTOR. 1 VAC I I VAC only a I 1 220240 I 1 220/240 Sup. N. 0. 14 trd�out panel. I Sup. COM 3 1 VAC I 1 VAC (.,Teen LED) 1 ALARMAUXI LIARYCONTACTS I ALARMAUXILIARYCONTACTS 1 Common - -------- - - - - - - - - - -- FOR FAN SHUTDOWN, ETC. I FOR FAN SHUTDOWN, ETC. I Aux. Power - 20 p L T TI i 16 6 17 7 18 8 I I 16 6 17 7 18 8 t0A ®30 VDC RE d TIVE I I I Is not illuminated. 10A ®250 VAC 10 @ MINIMUM ®SVDC I 1 I UX FOR WIRING OF AUXILIARY NOT INTENDED FOR N.0 C. N.O. N.O. C. I N.C. C. N.O. N.O. .C. I DEVICES, REFER TO MANUFACTURER'S CONNECTION TO CONTROL I I I I INSTALLATION INSTRUCTIONS PANELS. I I I I OR CONTACT MANUFACTURER. 4 -wire duct smoke detector system ( ALARM AUXILIARY CONTACTS SHOWN IN 1 I ALARM AUXILIARY CONTACTS SHOWN IN I NOTE: THE SUPERVISORY RELAY NOW SUPERVISORY SIGNAL 0 S TANDBY. CONTACTS TRANSFER DURING STAND8 - CO NTACTS TRANSFER DURING I P C'CONTACT FOR NO 14 CONTACT ALARM AS INDICATED BY THE ARROWS. I ALRMA DICA ED BY THE ARROWS. I CUST S. green LED is not illuminated. TEST 8 11 TEST FOR STANDARD APPLICATIONS, ONLY N I I SUPERVISORY TROUBLE CONTACTS I I SUPERVISORY TROUBLE CONTACTS THE'NO'CONTACT IS USED 2.OA @30 V� I 2.0 A ® 125 VAC resistive 16 3 I I t4 3 I ' I T CO C BEN WH OE�E P OR POWEH I REMOVED OR WHEN TAMPER FEATURE RMES OUL .OPEN TMCTSOPEN�w1R OETECTO PGs OH POV E IS REMOVED OR WHENTAMPER FE TURETWES OUT OPEN I CpNTA, SIGNAL TROUBLE CONDImON TO PANEL OONTAMSIGNALTROUBLECONDMONTOPANEL. 'I' I I I I I / 5 5 I ALARM ALARM CONTACTS SHOWN ALARM CONTACTS SHOWN I INITIATION INITIATION OPEN IN STANDBY. INITIATION OPEN IN STANDBY. LOOP ` CONTACTS CONTACTS CLOSE CONTACTS CONTACTS CLOSE \ IN ALARM. IN ALARM. \ \\ 4 4 I - -------- - - - - -I I I-------- - - - - -I I 1 J EOL RESISTOR UL LISTED 4 -WIRE CONTROLPANEL FIRST DETECTOR IN THE LOOP DH100ACDCLP LAST DETECTOR IN THE LOOP DH100ACDCLP SPECIFIED BY PANEL MANUFACTURER Wiring diagram for DH I OOACDCLP to APA451: Wiring diagram for the DH 100ACDCLP to Wiring diagrams for optional accessories: 15 ( +) ALARM SIGNAL ( +) I I / AUX POWER ( -) DUCT DETECTOR PA400 (OPTIONAL) DH100ACOCLP AUDIBLE ALERT 1s ( +) ALARM SIGNAL ( +) I I - „i AUX POWER ( -) E DUCT DETECTOR RA400Z�OPTIONAL) OH1100ACDCLP REMOT (LED) ANNUNCIATOR FIELD INSTALLED JUMPER C. J Important Interconnect Notes When using the interconnect feature, all interconnected units must be powered with the same, independent supply. Polarity must be maintained throughout the interconnect wiring. Connect terminal 12 on unit 1 to terminal 12 on unit 2 and so on. Similarly, connect terminal 1 on unit 1 to terminal 1 on unit 2 and so on. Up to 10 units maybe interconnected. A05 -1044 -007 RT5451 /RTS451KEY: DH100ACDCLP APA451 Alarm Signal 15 2 Alarm DHIOOACDCLP RTS451/RTS451KEY (Red LED) Alarm Signet 15 1 LED) Alarn Aux. Power+ 19 - (Red - - - - - - - - - - - - _ Aux.P —,+ 19 •For RT54.51KEY S.D. N. O. 14 only a I Sup. N. 0. 14 trd�out panel. I Sup. COM 3 3 Power Sup. COM 6 (Green LED) (.,Teen LED) Power I Aux. Power- 20 1 Common - -------- - - - - - - - - - -- Aux. Power - 20 p NOTE: Wiring diagram shown is for DH100ACDCLP 4 -wire duct Reset 2 3 smoke detector system equipped without a control panel. NOTE: A trouble condition is indicated when the green LED a Is not illuminated. TSSI 11 s Wiring diagram for Dfi100ACDCl -P to SSK451: *NOTE: For RTS451 KEY only without a Control FIELD INSI` L D Panel. JUMPER FOR TEMPORAL PATTERN RTS451 does not have a terminal 6. S 5 K 151 MlWACDCLP NOTE: Wiring diagram shown is for DH100ACDCLP °DWAON. q 4 -wire duct smoke detector system TEMPORAL SELECT `0 ALARM SIGNAL , 15 ALARMSIGNAL equipped without a control panel. SUPERVISORY SIGNAL 0 3 SUPERVISORY NOTE: A trouble condition is indicated when the NO 14 CONTACT RESET ] 2 RESET green LED is not illuminated. TEST 8 11 TEST POWER( -) 8 AUX. POWER I -) POWER N) 5 1 AUX. POWER ( +) Wiring diagrams for optional accessories: 15 ( +) ALARM SIGNAL ( +) I I / AUX POWER ( -) DUCT DETECTOR PA400 (OPTIONAL) DH100ACOCLP AUDIBLE ALERT 1s ( +) ALARM SIGNAL ( +) I I - „i AUX POWER ( -) E DUCT DETECTOR RA400Z�OPTIONAL) OH1100ACDCLP REMOT (LED) ANNUNCIATOR FIELD INSTALLED JUMPER C. J Important Interconnect Notes When using the interconnect feature, all interconnected units must be powered with the same, independent supply. Polarity must be maintained throughout the interconnect wiring. Connect terminal 12 on unit 1 to terminal 12 on unit 2 and so on. Similarly, connect terminal 1 on unit 1 to terminal 1 on unit 2 and so on. Up to 10 units maybe interconnected. A05 -1044 -007 • • Accessories System Sensor provides system flexibility with a variety of accessories, including two remote test stations, and several different means of visible and audible system annunciation. As with our duct detectors, all duct smoke detector accessories are UL listed. � Cs F ..ra A tr y ' shown with PS24LOW add -on N •, •ra eras option available) APA451 RTS451KEY PA40OW RTS451 Piezo Annunciator Remote Test Station Mini -Alert Sounder Remote Test Station (UL S401 1) with Key (UL 52522) (UL S3593) (UL 52522) Metal sampling tube duct widths 4'-8'(1.2-2.4 m) F36 -09 -11 shown with PS24LOW add -on ST -10 Metal sampling tube duct widths 8 m) strobe (PS12 /24SLENSW smoke Test magnet T80 -71 -00 lens option available) � Cs ..ra A tr (UL 268A) ' shown with PS24LOW add -on Replacement 4 -wire power board •, •ra eras option available) •,a►r Metal sampling tube duct widths V-2'(03-0.6 (0.3 -0.6 m) MOD40OR , •.aaar ,rra ri riiY ST -3 Metal sampling tube duct widths 2'-4'(0.6-1.2 m) RA40OZ Remote annunciator alarm LED SSK451 Metal sampling tube duct widths 4'-8'(1.2-2.4 m) F36 -09 -11 Multi- Signaling ST -10 Metal sampling tube duct widths 8 m) Accessory Test magnet T80 -71 -00 (UL 268A) Ordering Information RA40OZ Remote Annunciator (UL S2522) DH OOACDCLP SSK451 Multi- Signaling Accessory A tr (UL 268A) ' shown with PS24LOW add -on Replacement 4 -wire power board strobe (PS12/24SLENSW smoke lens option available) DH OOACDCLP 4 -wire photoelectric duct detector with low -flow technology A5190 Replacement 4 -wire photoelectric detector board A5064 Replacement 4 -wire power board Accessories ST -1 S Metal sampling tube duct widths V-2'(03-0.6 (0.3 -0.6 m) MOD40OR Sensitivity test module ST -3 Metal sampling tube duct widths 2'-4'(0.6-1.2 m) RA40OZ Remote annunciator alarm LED ST-5 Metal sampling tube duct widths 4'-8'(1.2-2.4 m) F36 -09 -11 Replacement air filters (two per package) ST -10 Metal sampling tube duct widths 8 m) MO2 -04 -00 Test magnet T80 -71 -00 Replacement telescoping sampling tube P48 -21 -00 End cap for metal sampling tubes P48 -55 -00 Replacement end cap for T80 -71 -00 S08 -39 -01 Photo replacement screen SSK451 Multi- Signaling accessory PA40OW Mini -Alert sounder RTS451 KEY Remote test station with key lock PS24LOW Mini -Alert add -on strobe RTS451 Remote test station PS12 /24SLENSW Wall- mount "SMOKE "lens APA451 Remote annunciator with piezo alarm PS12 /24SLENSC Ceiling- mount "SMOKE "lens Se— S Sys 3825 Ohio Avenue • St. Charles, IL 60174 agar, a, a Ki6can« nwqKr.< n ,�W -SENSOR Phone: 800- SENSOR2 • Fax: 630-377-6495 —,t pdW '"� "a "°1044.007. 7/06 - 1 676 ��° �m�ama A06- 1044 - 007.7/06 •tl676 0 • Model 5495 Distributed Power Module In an emergency, you need maximum power. The 5495 Distributed 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 appliances from System Sensor®,Gentex ®, AMSECO®, Wheelock and Faraday — what you need to drive power -hungry components like ADA notification appliances. The 5495'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. And, ADA retrofits are easier and less expensive with the 5495 because it integrates into current systems without the costly investment in new components. For the most sophisticated and cost - effective notification power supply available, you need the 5495. Call Silent Knight today for more information at 1- 800 -446 -6444. Model 5495 Distributed Power Module The 5495 is a 6 amp notification power expander that provides its own AC power connection, battery charging circuit, and backup battery for use with fire and security controls such as the Silent Knight Model 5208 Fire Control /Communicator. The 5495 is the cost - effective solution for powering notification appliances required by the Americans with Disabilities Act (ADA). The 5495 has built -in ANSI cadence pattern, which can upgrade older control panels that lack cadence capability. Features • UL Listed for 6 amps of notification power • Power supply's advanced switch mode design reduces damaging heat and manages power up to 50% more efficiently than other systems • Dip switches allow for easy reconfiguration • 24 VDC filtered output voltage • Four power - limited notification outputs; 2 Class A or 4 Class B, or 1 Class A and 2 Class B • Additional continuous auxiliary output • 3 amps per output circuit • 2 inputs; 2 Class B or 2 Class A • Ground fault detector /indicator • Independent trouble relay • AC loss delay option shuts off power to non - essential high - current accessories like magnetic door holders • Built -in synchronization for appliances from System Sensor®,Gentex®, AMSECO®, Wheelock and Faraday • Stand alone operation • Lightweight design adds to ease of installation and reduces shipping costs • Operates with most polarized, UL Listed notification devices • UL 864 & 1481 listed • CSFM approved • ANSI Cadence pattern output capability built -in Connection to Local Fire Control The 5495 may be connected to a local fire control which utilizes Class A or Class B type notification circuits operating between 9 and 32 VDC. The control panel's notification circuit is connected to one of the inputs on the 5495. The control panel's notification circuit end -of -line resistor is also connected across two terminals on the 5495, which provides supervision between the 5495 and the fire control panel. Polarized audible and /or visual notification devices are then connected to the 5495 signal circuits using the 4.7kS2 end -of -line resistors provided. Since the 5495 draws very little power from the control, it is possible to connect one 5495 to each notification circuit on the control panel and still provide full supervision of the notification circuits all the way back to the control panel. SILENT KNIGHT by Honeywell Model 5495 Distributed Power Module Model 5495 Distributed Power Module Supervision Current: Input The 5495 supervises a variety of Standby 75 mA voltage range: 9 - 32 VDC functions including: Alarm 175 mA Battery charging • Low AC power Auxiliary capacity: 33.0 AH • Low battery condition power circuit: 1 Ambient temp.: 32° to 120° F • Earth ground fault Notification 0° to 49° C • Auxiliary output power limit circuits: 4 Mechanical condition Output Dimensions: 12.25" W x 16" H x • EOL supervision trouble or configuration: 2 Class A (Style Z) 3" D (30.88 cm W power limited condition at an 4 Class B (Style Y) x 40.64 cm H x output (1 Class A& 7.62 D cm) When a trouble condition occurs, 2 Class B) Indicator Lights the 5495 creates a trouble Amps per AC power on: Green condition on the host control signal circuits to which it is connected. the output circuit: 3.0 (6.0 amps total) Battery trouble: Yellow 5495 still maintains the ability to be Notification Ground fault: Yellow activated by the host control. In circuit output: 20.4 to 27.3 VDC Aux trouble: Yellow addition, the 5495 provides a Form @ 3.0 amps each, C trouble relay output as an 4.7 k92 EOL Output alternative to using the notification resistor required troubles (1-4): Yellow circuit trouble. on each Class B Approvals: • Electrical Specification circuit UL: 864 & 1481 No. of inputs 2 NFPA: 72 AC input: 120 VAC at 2 amps Input CSFM Output: 24 VDC at 6 amps configuration: 2 Class B or 2 Class A Model 5495 Block Diagram Signal Circuit Output Signal 1 Signal 1 input Distributed Signal 2 Signal Circuit Output Signal 2 Power input Module 5495 Signal 3 Signal 4 Aux. Power I Trouble Output Local Fire Control (Alternative to notification circuit trouble.) SILENT This document is not intended to be used for installation purposes. We try to MADE IN AMERICA KNIGHT keep our product information up -to -date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are FORM# 350395 Rev B, 12/05 subject to change without notice. For more information, contact Silent Knight • by Honeywell 7550 Meridian Circle Suite 100, Maple Grove, Mn 55369 -4927. Copyright © 2005 Silent Knight Phone: (800) 328 -0103, Fax: (763) 493 -6475. SpectrAlert Advance Specifications • General SpectrAlert Advance horns, strobes and horn /strobes shall mount to a standard 4 x 4 x 1 back box, 4 -inch octagon back box or double -gang back box.Two -wire products shall also mount to a single -gang 2 x 4 x 1I /s -inch back box. A universal mounting plate shall be used for mounting ceiling and wall products.The notification appliance circuit wiring shall terminate at the universal mounting plate. Also, SpectrAlert Advance products, when used with the Sync- Orcuit Module accessory, shall be powered from a non -coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts. When used with the Sync-Circuit Module, 12 -volt rated notification appliance circuit outputs shall operate between nine and 175 volts; 24 -volt 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. Strobes and horn /strobes shall have field - selectable candela settings including 15,15/75, 30, 75, 95,110,1 15,135,150,177,185. Strobe The strobe shall be a System Sensor SpectrAlert 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 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. Horn /Strobe Combination The horn /strobe shall be a System Sensor SpectrAlert Advance Model listed to UL 1971 and UL 464 and shall be approved for fire protective service. The horn /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 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 audibility 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 products shall be listed for use with a System Sensor outdoor /weatherproof back box with half inch and three- fourths inch conduit entries. Synchronization Module 5.9'1 x 5.0"W x 2.2D (151 mm L x 128 mm W x 56 mm D) The module shall be a System Sensor Sync-Circuit model MDL listed to UL 464 and shall be approved for fire protective service.The module shall synchronize SpectrAlert 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 /1 /16 x 4 11 /16 x 2 -inch back box.The module shall also control two Style Y (class B) circuits 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 supply. Standard Operating Temperature 32 °F to 120 °F (0 °C to 49 °C) K Series Operating Temperature -40 °F to 151 °F (-40 °C to 66 °C) Humidity Range 10 to 93% non-condensing (indoor products) Strobe Flash Rate 1 flash per second Nominal Voltage Regulated 12DC/FWR or regulated 24DC/FWR Operating Voltage Range' 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) Wail mount dimensions (including lens) 5.61 x 4.7W x 2.5"D 0 42 mm L x 119 mm W x 64 mm D) Horn dimensions 5.61 x 47W x 1.3D (142 mm L x 119 mm W x 33 mm D) Wall -mount back box skirt dimensions (BBS -2, BBSW -2) 5.9'1 x 5.0"W x 2.2D (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 -WBB) 5.71 x 5.1'W x 2.0'D (145 mm L x 130 mm W x 51 mm D) Ceiling -mount weatherproof back box dimensions (SA -WBBC) 7.1 "diameter x 2.0 high (180 mm diameter x 51 mm high) Notes: 1, Full 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 12 V nominal only for 15 and 15/75 cd. • -1-1 -- SYSTEM � �4 SENSOR' • • Selectable Output Horns, Strobes, and Horn /Strobes SpectrAlert °Advance selectable- output horns, strobes, and horn /strobes are rich with features guaranteed to cut installation times and maximize profits. The SpectrAlert Advance series of notification appliances is designed to simplify installations, with features such as plug in designs, instant feedback messages to ensure correct installation of individual devices, and 11 field - selectable candela settings for wall and ceiling strobes and horn /strobes. When installing Advance products, first attach a universal mounting plate to a four -inch square, four -inch octagon or double -gang junction box. The two -wire mounting plate attaches to a single -gang junction box. Next, connect the notification appliance circuit wiring to the SEMS terminals on the mounting plate. Finally, attach the horn, strobe or horn /strobe to the mounting plate by inserting the product's tabs in the mounting plate's grooves. The device will rotate into position, locking the product's pins into the mounting plate's terminals.The device will temporarily hold in place with a catch until it is secured with a captured mounting screw. The SpectrAlert Advance series includes outdoor notification appliances. Outdoor strobes and horn /strobes (two wire and four wire) are available 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 dry applications. Features Electrically compatible with existing SpectrAlert products Automatic selection of 12- or 24 -volt operation at 15 and 15/75 candela Plug -in design Field selectable candela settings on wall and ceiling units: 15, 15/75, 30, 75, 95,110, 115, 135, 150, 177, 185 Same mounting plate for wall- and ceiling -mount units Shorting spring on mounting plate for continuity check before installation -Tamper resistant construction Outdoor wall and ceiling products rated from -40 °F to 151 °F Design allows minimal intrusion into the back box Horn rated at 88+ dbA at 16 volts Rotary switch for horn tone and three volume selections Outdoor products UL listed to UL 1638 (strobe) and UL 464 (horn) outdoor requirements Outdoor products rainproof per UL 50 (NEMA 3R) • Compatible with MDL sync module Agency Listings SWULIN M�1 � 7125- :653:186 (indoor strobes) 7300 - 1653187 (outdoor strobes) r 1-1 7, 25 ,663:188 morn /s[rohes. LISTED APPROVED approved nime7 "b`) 7135- 1653:189(harns. chimes) 54011 3023572 MEA452 -05 -E 55512 S3593 �I. AEL UL Current Draw Data 8 -17.5 Volts 16 -33 Volts • 8 -17.5 Volts 16 -33 Volts Candela 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 181 176 Non - temporal Medium 42 50 60 69 110 NA NA 202 195 Non - temporal Low 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 281 251 185 NA NA 286 258 s 8 -17.5 Volts 16 - -33 Volts DC Input 15 15/75 15 15/75 30 75 95 110 115 Temporal High 137 147 79 90 107 176 194 212 218 Temporal Medium 132 144 69 80 97 157 182 201 210 Temporal Low 132 143 66 77 93 154 179 198 207 Non - temporal High 141 152 91 100 116 176 201 221 229 Non - temporal Medium 133 145 75 85 102 163 187 207 216 Non - temporal Low 131 144 68 79 96 156 182 201 210 FWR Input - _ 4 y _ Temporal High 136 155 88 97 112 168 190 210 218 Temporal Medium 129 152 78 88 103 160 184 202 206 Temporal Low 129 151 76 86 101 160 184 194 201 Non - temporal High 142 161 103 112 126 181 203 221 229 Non - temporal Medium 134 155 85 95 110 166 189 208 216 • Non - temporal Low 132 154 80 90 105 161 184 202 211 EEMOMMIEMMME 16 -33 Volts 16 - -33 Volts DC Input 135 150 177 185 FWR Input 135 150 17 1 Temporal High 245 259 290 297 Temporal High 215 231 258 265 Temporal Medium 235 253 288 297 Temporal Medium 209 224 250 258 Temporal Low 232 251 282 292 Temporal Low 207 221 248 256 Non - temporal High 255 270 303 309 Non - temporal High 233 248 275 281 Non - temporal Medium 242 259 293 299 Non - temporal Medium 219 232 262 267 Non - temporal Low 238 254 291 295 Non - temporal Low 214 229 256 262 Candela Derating Horn Tones and Sound Output Data For K series products used at low temperatures, listed candela III ratings must be reduced in accordance with this table. 24 Volt Nominal 8 -17.5 16 -33 A be • Switch Volts Volts Reverberant Anechoic Listed Candela Candela rating at -40 °F Position Sound Pattern dB DC FWR DC FWR DC FWR DC FWR 15 1 Temporal High 78 78 84 84 88 88 99 98 15/75 Do not use below 327 2 Temporal Medium 74 74 80 80 86 86 96 96 30 3 Temporal Low 71 73 76 76 83 80 94 89 75 44 4 Non - temporal High 82 82 88 88 93 92 100 100 95 70 5 Non - temporal Medium 78 78 85 85 90 90 98 98 110 110 6 Non - temporal Low 75 75 81 81 88 84 96 92 115 115 7t Coded High 82 82 88 88 93 92 101 101 135 135 8+ Coded Medium 78 78 85 85 90 90 97 98 150 150 9t Coded Low 75 75 81 81 88 85 96 92 177 177 'Settings 7, 8, and 9 are not available on 2 -wire horn /strobe. • 185 1 185 A05- 0395-003 SpectrAlert Advance Dimensions 1I 1� Wall-mounthorn/str • 7.1" 2.25+1 5.05 � �2.23:1 Dia. O 4 OO a 0 5.98" O Walt back box skirt Ceiling back box skirt SpectrAlert Advance Ordering Information Wall Horn /Strobes P2R *t 2 -wire Horn /Strobe, Standard cd*, Red P2RH* 2 -wire Horn /Strobe, High cd, Red P2RK* 2 -wire Horn /Strobe, Standard cd, Red, Outdoor P2RHK* 2 -wire Horn /Strobe, High cd, Red, Outdoor Ceiling -mount horn /strobes 7.1' Dia. 0 0 o o X _T 2 5.7" 0 0 � 0 0 �.- 5.1 " -- d Wall weatherproof back box Ceiling weatherproof back box Ceiling Horn /Strobes (contd.) PC2W *t 2 -wire Horn /Strobe, Standard cd, White PC2WH *t 2 -wire Horn /Strobe, High cd, White PC4R 4 -wire Horn /Strobe, Standard cd, Red PC4RH . 4 -wire Horn /Strobe, High cd, Red P2W* 2 -wire Horn /Strobe, Standard cd, White PC4RK 4 -wire Horn /Strobe, Standard cd, Red, Outdoor P2WH* 2 -wire Horn /Strobe, High cd, White PC4RHK 4 -wire Horn /Strobe, High cd, Red, Outdoor P4R* 4 -wire Horn /Strobe, Standard cd, Red P4RH* 4 -wire Horn /Strobe, High cd, Red P4RK 4 -wire Horn /Strobe, Standard cd, Red, Outdoor P4RHK 4 -wire Horn /Strobe, High cd, Red, Outdoor P4W* 4 -wire Horn /Strobe, Standard cd, White P4WH* 4 -wire Horn /Strobe, High cd, White Wall Strobes SCW *t SR *t Strobe, Standard cd, Red SRH *t Strobe, High cd, Red SRK Strobe, Standard cd, Red, Outdoor. SRHK Strobe, High cd, Red, Outdoor SW* Strobe, Standard cd, White PC4W 4 -wire Horn /Strobe, Standard cd, White PC4WH 4 -wire Horn /Strobe, High cd, White Ceiling Strobes SCR* Strobe, Standard cd, Red SCRH* Strobe, High cd, Red SCRK Strobe, Standard cd, Red, Outdoor SCRHK Strobe, High cd, Red, Outdoor SCW *t Strobe, Standard cd, White SCWH *t Strobe, High cd, White Horns HR Horn, Red HRK Horn, Red, Outdoor HW Horn, White Accessories SWH* Strobe, High cd, White Ceiling Horn /Strobes PC2R* 2 -wire Horn /Strobe, Standard cd, Red PC2RH* 2 -wire Horn /Strobe, High cd, Red PC2RK 2 -wire Horn /Strobe, Standard cd, Red, Outdoor PC2RHK 2 -wire Horn /Strobe, High cd, Red, Outdoor BBS -2 Back Box Skirt, Wall, Red BBSW-2 Back Box Skirt, Wall, White BBSC -2 Back Box Skirt, Ceiling, Red BBSCW -2 Back Box Skirt, Ceiling, White !Votes: * Add " - "to model number for plain housing (no "FIRE "marking on cover), e.g., P2R -P t Add " -SP "to model number for "FUEGO" marking on cover, e.g., P2R -SP t "Standard cd "refers to strobes that include 15, 15/75, 30, 75, 95, 110, and 115 candela settings. "High cd, "refers to strobes that include 135, 150, 177, and 185 candela settings. All outdoor units ending in "K" include a weatherproof back box SYSTEM ®2006 Sys[em Sensor. rs 3825 Ohio Avenue • St. Charles, IL 60174 "dwtspecrca6ms%g&ange rt "'Ke. nsrt nem w =«"f ", ., ENS Phone: 800- SENSOR2" Fax: 630- 377 -6495 CfP fP°d "r 05- 035- 003.2/ oma ddz we • A05- 0395- 003.12/06•A7676 • fI�°`vER/ soiric Rechargeable Sealed Lead -Acid Battery PS -1270 12 Volt 7.0 Amp. Hrs. Features: • Absorbent Glass Mat (AGM) technology for superior performance. • Valve regulated, spill proof construction allows safe operation in any position. • Power /volume ratio yielding unrivaled energy density. • Rugged plastic case and cover • Approved for transport by air. D.O.T., I.A.T.A., F.A.A. and C.A.B. certified. • U.L. recognized under file number MH 20845. PERFORMANCE SPECIFICATIONS NominalVoltage ........................................................................................................................ ............................... 12 volts (6 cells in series) Nominal Capacity 20 hour rate (350mA to 10.50 volts) ....................................................................................................... ............................... 7.0 A.H. ..... 10 hour rate (650mA to 10.50 volts) .................................................................................................. ............................... 6.5 A.H. 5 hour rate (1.2A to 10.20 volts) ........................................................................................................... ............................... 6.0 A.H. 1 hour rate (4.5A to 9.00 volts) ............................................................................................................ ............................... 4.5 A.H. 15 min rate (14A to 9.00 volts) .............................................................................................................. ............................... 3.5 A.H. ApproximateWeight ..................................................................................................................... ............................... 5.70 pounds (2.59 kg) Energy Density (20 hour rate) ............................................................... ............................... 1.43 Watt- hours/cubic inch (87.3 Watt- hours /1) Specific Energy (20 flour rate) .................................................................. ............................... 14.7 Watt- hours/pound (32.4 Watt- hours/kg) Internal Resistance (Fully Charged Battery) .................................................................... ............................... 22 milliohms (approximately) MaximumDischarge Current ( < 7 Min.) ..................................................................................................... ............................... 21 amperes Maximum Short- Duration Discharge Current ( < 10 Sec.) ....................................................................... ............................... 70 amperes Terminal configurations ...................... ..........................Quick disconnect tabs, "F1 ": 0.187" x 0.032 ", mate with AMP. INC. FASTON "187" Quick disconnect tabs, "F2 ": 0.250" x 0.032 ", mate with AMP. INC. FASTON "250 Shelf Life % of nominal capacity at 68° F (20° C) 1 Month .......................................................................................................................................................... ............................... 97% 3 Months ........................................................................................................................................................ ............................... 91% 6 Months ........................................................................................................................................................ ............................... 83% Operating Temperature Range Charge........................................................................................................................................ ........................... -4 °F ( -20 °C) to 122 °F (50 °C) Di h -4 °F ( -20 °C) to 140OF (60°C) sc arge ............................................................................................................................... ............................... Case.................................................................................................................................................................. ............................... An Plastic • TECHNICAL DATA: Shetf Life and Storage • U; Discharge Characteristics PS -1270 ot 14.0 less K 13.0 fore :sary 9 12.0 ier 11.0 31 10.0 of 9 ach .0 v 0 0 2 4 6 8 10 12 14 16 18 20 Standing Period (Months) Life Characteristics in Stand - By Use 100 80 0 60 40 to ;e 100 80 60 v .U•NE_EM■M Ambient Temperature 20'C (68'F) a� �xtax , gym - °' "t Float 2.25 Charging - 2.30 Voltage V /Cell 10,404,00ME Discharge Depth 50% Discharge Depth 30% 1. Discharge Current 0.2C (Final Voltage 1.7V /Cell) 2. Charge Current: 0.1 C 3. Ambient Temperature: 20°C to 25°C (WF to 7rF) I I - ! OIN I E MONO ,NEW EN 111016 " NEEME 1 NOM - r ■ ■■ U; Discharge Characteristics PS -1270 ot 14.0 less K 13.0 fore :sary 9 12.0 ier 11.0 31 10.0 of 9 ach .0 v 0 0 2 4 6 8 10 12 14 16 18 20 Standing Period (Months) Life Characteristics in Stand - By Use 100 80 0 60 40 to ;e 100 80 60 v 0 1 2 3 4 Years Life Characteristics in Cyclic Use 0 40 20 0 120 100 3 80 v 60 C 40 m a 20 Battery is fully charged under these conditions, and charger should either be disconnected or switched to "float" voltage. "Float" or "Stand -By" Service: Hold battery across constant volt- age source of 13.50 to 13.80 volts continuously. When held at this voltage, the battery will seek its own current level and maintain itself in a fully charged condition. NOTE: Due to the self- discharge characteristics of this type of bat- tery, it is imperative that they be charged after 6 -9 months of stor- 1.2 2.4 6 12 24.36481 2 4 6 810 20 40 min.— X --hrs. Discharge Time Discharge Time v& Discharge Current 20 15 10 5 r 2 E � 1 i= lA E 30 r O 10 5 Ambient Temperature 20'C (68'F) a� �xtax , gym - °' "t Float 2.25 Charging - 2.30 Voltage V /Cell 10,404,00ME Discharge Depth 50% Discharge Depth 30% 1. Discharge Current 0.2C (Final Voltage 1.7V /Cell) 2. Charge Current: 0.1 C 3. Ambient Temperature: 20°C to 25°C (WF to 7rF) 0 1 2 3 4 Years Life Characteristics in Cyclic Use 0 40 20 0 120 100 3 80 v 60 C 40 m a 20 Battery is fully charged under these conditions, and charger should either be disconnected or switched to "float" voltage. "Float" or "Stand -By" Service: Hold battery across constant volt- age source of 13.50 to 13.80 volts continuously. When held at this voltage, the battery will seek its own current level and maintain itself in a fully charged condition. NOTE: Due to the self- discharge characteristics of this type of bat- tery, it is imperative that they be charged after 6 -9 months of stor- 1.2 2.4 6 12 24.36481 2 4 6 810 20 40 min.— X --hrs. Discharge Time Discharge Time v& Discharge Current 20 15 10 5 r 2 E � 1 i= lA E 30 r O 10 5 1104 ° � (32' 0.35 0.7 1 A 3.5 7 14 Discharge Current (A) Physical Dimensions: in. (mm) 0 0 200 400 600 800 1000 1200 ECD Number of Cycles CHARGING EDD 1U Cycle Applications: Limit initial current to 2.1A. Charge until battery S voltage (under charge) reaches 14.40 to 14.70 volts at 68OF (20 0C). 5.95 (1s1 �! Hold at 14.40 to 14.70 volts until current drops to approximately 70mA. Terminals "F1" FASTON MAckd o — taab& �m-,sa "F2" FASTON ozso• . ooar qua, armmaa w. I w age, otherwise permanent loss of capacity might occur as a result of SUlfatiOn. Tolerances are +!- 0.041n. ( +i_ tmm) and +/- 0.06 In. ( +/_ 2mm) for height dimensions. All data subject to change without notice. SALES & MARKETING IS09001 -2000 CUSTOMER SERVICE 3106 Spring Street 7550 Panasonic Way Redwood City, CA 94063 USA FNB9170 San Diego, CA 92154 USA Tel: 650-364-5001 Fax: 650-366-3662 00 Tel: 619 -661 -2030 Fax: 619 -661 -3648 national- sales@power- sonic.com www power- sonic.com customer - service @power- sonic -com PRINTED IN U.S.A. 11104 iM 10,404,00ME Discharge Depth 50% Discharge Depth 30% 1. Discharge Current 0.2C (Final Voltage 1.7V /Cell) 2. Charge Current: 0.1 C 3. Ambient Temperature: 20°C to 25°C (WF to 7rF) I I - ! OIN I E MONO ,NEW EN 111016 " NEEME 1 NOM 1104 ° � (32' 0.35 0.7 1 A 3.5 7 14 Discharge Current (A) Physical Dimensions: in. (mm) 0 0 200 400 600 800 1000 1200 ECD Number of Cycles CHARGING EDD 1U Cycle Applications: Limit initial current to 2.1A. Charge until battery S voltage (under charge) reaches 14.40 to 14.70 volts at 68OF (20 0C). 5.95 (1s1 �! Hold at 14.40 to 14.70 volts until current drops to approximately 70mA. Terminals "F1" FASTON MAckd o — taab& �m-,sa "F2" FASTON ozso• . ooar qua, armmaa w. I w age, otherwise permanent loss of capacity might occur as a result of SUlfatiOn. Tolerances are +!- 0.041n. ( +i_ tmm) and +/- 0.06 In. ( +/_ 2mm) for height dimensions. All data subject to change without notice. SALES & MARKETING IS09001 -2000 CUSTOMER SERVICE 3106 Spring Street 7550 Panasonic Way Redwood City, CA 94063 USA FNB9170 San Diego, CA 92154 USA Tel: 650-364-5001 Fax: 650-366-3662 00 Tel: 619 -661 -2030 Fax: 619 -661 -3648 national- sales@power- sonic.com www power- sonic.com customer - service @power- sonic -com PRINTED IN U.S.A. 11104 iM Diseharga Depth 100% Discharge Depth 50% Discharge Depth 30% 1. Discharge Current 0.2C (Final Voltage 1.7V /Cell) 2. Charge Current: 0.1 C 3. Ambient Temperature: 20°C to 25°C (WF to 7rF) Genesis Cable Systems http:// www. genesiscable .com/produettemplate.asp ?page= 760.7c H oneywell i Honey cnm -) AU' ) 5,: aril} -3HSCE HOME ABOUT US PRODUCTS RESOURCES FEEDBACK LITERATURE CENTER TRAINING CONTACT US FAQ • ARTICLE 760 Fire Alarm Systems Mid- Capacitance Shielded, Plenum Rated Applications: Wiring of Mid - Capacitance Fire protective signalling circuits. Code Restrictions: OK for use with all power limited circuits. Features: Available in 500ft or 1000ft Tangle -Free Boxes or Spools. Sequential Footage Markings. Construction: Copper Conductors, Fluropolymer Insulation, Aluminum /Mylar Shield with Drain Wire. Low Smoke PVC Jacket. Standard Jacket Color: Red. Conductor Color: Chart 4. Fire Allarm Mid Capacitance Shielded (overall shield) Plenum Rated 75 °C To view an Adobe Acrobat PDF specification, click on the PDF symbol beside the part number. AWG No. Sol Diameter Nom. Cap. Listings Avg. Wt. / Mft Part No. Cond. pf/ Ft 18 2 Solid .155 34 UL, FPLP /CL2P, C(UL), FT6 25 (Lbs.) 4641 'm 16 2 Solid .177 40 UL, FPLP /CL2P, C(UL), FT6 39 (Lbs.) 4642 14 2 Solid .210 45 UL, FPLP /CL2P, C(UL), FT6 52 (Lbs.) 4643 ' • *Consult Factory for Availability For Technical assistance call: 'Poll Free 800.222.0060 Terms & Conditions I Privacy Statement • 1 of 1 3/29/2007 1:50 PM Battery Calculations Chart for Standby Battery Calculations Current Rating C A B In Alarm AC Power Off Maximum Current (mA) AC Power On Minimum Current (mA) Normal Current (MA) Each Total Each a Total UnW aty Eac h Qty Total Unit' Model Number Used Unit ' Use 300: �. x 1, = 300 D94 2GV2 /' 225 x 1 = 225 _ 168 x Qty = - p7�F 25 x Qty = — 25 x aty — -- 55 x tity. D1256 — 5 x Qty — — x Qty 5 — 25 x aty — — D 127 " ___ -- -; 23 x Qty = - x a = ---- 23 ty 360 x Qty D129 - 245" _ x aty , - ; . .- _ 245 x Qty -_ 100 x Qty - . 13105 131 92G , - 35 �- x Qty _ - 35 x Qty 106 x Qty = _ 2Q'6 _ x Qty b1255/D1'255B _ 1:04' x aty _.� ---= -` _ 106 x Qty - 206 x aty - D1256/D12 104 x Qty -_ _ 225 x lacy _.-- =- 61255R6 ; 104 �- x Qty, _ 106 x Qty - 225 x aty D1256R6 104 x Qty = - #06 x City" _ =- 225 x aty - 1'04 x qty _ - 140 x aty = 250 - x Qty = - D1260/D1260B 140 x aty X Qty = loo 100 x Qty y - 6220 20` x'Qty, - 60 x aty - 60 - x Qty = 60 x aty D8125 _ - ---- 50 x Qty = - D Si 25MtX 25 x Qty = - 3 ; • D81 28D 25 x aty - 20, x Qty = - Refer to footnote = p8129 - x Qty 7 x Qty - 60 - 9:8 x aty - x•Qty "' ` D8130 7 :' 0:8" -x =aty 23 x Qty - 21 x Qty 21 x aty - 110 X. C1ty "--- -- !. D9131 A - 11'0 x "aty 92t13S' r.. 1 i0.' �-=� -- x °aty '' =--- 20 x Qty - - 100 x aty _ -- �_ 20 x aty = - x Qty ., ; .4 6.5 x "aty - _ =- D928 l�C40 tfli 5b x City 80 x Qty - 84 x Qty DX4020i _ 80 x Qty - - _---- in the.5ystem:that_ae notshown above- "' = x aty - - Ratin9s ofwotFter devices x aty x Qty _ _aty x Qty = — - f x aty = - -- -- x Oty - �_ X aty = x Qty - - ---` x = - — x Qty = _ - _- x aty - — Total C Total B __- a nd its accessories. ' Refer to Table 4 on page 21 to determine maximum curre is: 20 x Qty + (16.25 x number of relays) 2 The In Alarm calculation for the D8129 exceed 260 mA. 3 Use 110 mA + reader current. Do not • Bosch Security Systems, Inc. 2/07 1 F01 0003 -02 3 22 APO EW117115100 � ESP SOM /� Rechargeable Sealed Lead -Acid Battery PS -12180 12 Volt 18.0 Amp. H rs. Features: • Absorbent Glass Mat (AGM) technology for superior performance. • Valve regulated, spill proof construction allows safe operation in any position. • Power /volume ratio yielding unrivaled energy density. • Rugged plastic case and cover • Approved for transport by air. D.O.T., I.A.T.A., F.A.A. and C.A.B. certified. • U.L. recognized under file number MH 20845. ®m • PERFORMANCE SPECIFICATIONS NominalVoltage ............. ............................... ............................................................................. .............................12 volts (6 cells in series) Nominal Capacity 20 hour rate (900mAto 10.50 volts) ........................................................................................... ............................... ...........................18.0 A.H. 10 hour rate (1.7A to 10.50 volts) ................................................................................................ ............................... ...........................17.0 A.H. 5 hour rate (3.2A to 10.20 volts). ..................................... ................................................................................................................... 16.0 A.H. 1 hour rate (11.lAto 9.00 volts) ............................................................................................... ............................... ...........................11.1 A.H. 15 min rate (34.3A to 9.00 volts) ................................................................................................................................... ........................8.6A.H. ApproximateWeight. ................................................................................ ............................................. ............................... 12.6 pounds (5.73 kg) ; Energy Density (20 hour rate) ............................................. ............................... ...........................1.53 Watt-hours/cubic inch (93.51 Watt- hours /1) Specific Energy (20 hour rate) ............................................... ............................... ..........................17.14 Watt - hours/pound (37.71 Watt - hours/kg) Internal Resistance (Fully Charged Battery) ................................................................................. .............................12 milliohms (approximately) Maximum Discharge Current (:j7 Min.) ................................................................................................................ ............................... 54 amperes Maximum Short- Duration Discharge Current ( < 10 Sec.) ...................................................... ............................... ............................180 amperes Terminal configuration NB ......................................................... ............................... ............................Tin plated brass post with 5mm nut & bolt connectors F2 ................................................ ............................... Quick disconnect tabs, 0.250"x 0.032 ", mate with AMP. INC. FASTON "250" Shelf Life — % of nominal capacity at 68° F (20° C) 1 Month ..................................................................................................................................................................... ............................97% 3 Months .................................................................................................................................................................. ............................... 91% 6 Months ..................................................................................................................................................................... ............................83% Operating Temperature Range Charge................................................................................................................................ ...........................-4 ° F ( -20 ° C) to 122 ° F (50 0 C) Discharge................................................................................................................................ ........................... -4 °F ( -20 ° C) to 140 ° F (60 ° C) . Case ......... ....... ........ ......... ........ ........ ....... ......... ........ ......... ................ABS Plastic To ensure safe and efficient operation always refer to the latest edition of our Technical Manual, as published on our website. r J ,/ I 1 u TECHNICAL DATA: Shelf Life & Storage 100 100 SALES / INTERNATIONAL - Tel: +1- 619 -661 -2030 Tel: +1 -650- 364 -5001 San Diego, CA 92154 USA Fax: +1- 619 - 661 -3648 100 Tel: +1- 619 -661 -2020 customer- service@power- sonic.com - - Fax: +1-619-661-3650 nationalsales @powersonic.com 80 www.power- sonic.com Discharge Deem loox 80 Discharge Depth sox 1. Discharge Current 0.2C (Final Voltage 1.7V /Gala 2. Charge Current: 0.1C 3. Ambient Temperature: 20°C W 25°C (68°F to 77°F) le 60 �Y O V 60 �■ 0 1 80 40 C m 20 re o 'w ry 20 60 0 0 1 2 3 4 Years Life Characteristics in Cyclic Use rat 40 W e� 0 2 4 6 8 10 12 14 16 18 20 Standing Period (Months) Life Characteristics in Stand - By Use ae 100 SALES / INTERNATIONAL 7550 Panasonic Way Tel: +1- 619 -661 -2030 Tel: +1 -650- 364 -5001 San Diego, CA 92154 USA Fax: +1- 619 - 661 -3648 100 Tel: +1- 619 -661 -2020 customer- service@power- sonic.com battery@power- sonic.com Fax: +1-619-661-3650 nationalsales @powersonic.com 80 www.power- sonic.com Discharge Deem loox 80 Discharge Depth sox 1. Discharge Current 0.2C (Final Voltage 1.7V /Gala 2. Charge Current: 0.1C 3. Ambient Temperature: 20°C W 25°C (68°F to 77°F) 60 V 60 �■ 0 1 40 C m 20 o 'w 20 0 0 1 2 3 4 Years Life Characteristics in Cyclic Use 120 CUSTOMER SERVICE SALES / INTERNATIONAL 7550 Panasonic Way Tel: +1- 619 -661 -2030 Tel: +1 -650- 364 -5001 San Diego, CA 92154 USA Fax: +1- 619 - 661 -3648 100 Tel: +1- 619 -661 -2020 customer- service@power- sonic.com battery@power- sonic.com Fax: +1-619-661-3650 nationalsales @powersonic.com 80 www.power- sonic.com Discharge Deem loox dschetge Depth Discharge Depth sox 1. Discharge Current 0.2C (Final Voltage 1.7V /Gala 2. Charge Current: 0.1C 3. Ambient Temperature: 20°C W 25°C (68°F to 77°F) 60 V �■ 0 1 40 C m 20 0 0 200 400 600 800 1000 1200 Number of Cycles CHARGING Cycle Applications: Limit initial current to 5.4A. Charge until battery voltage (under charge) reaches 14.40 to 14.70 volts at 68 (20 Hold at 14.40 to 14.70 volts until current drops to approximately 180mA. Battery is fully charged under these conditions, and charger should either be disconnected or switched to "float' voltage. "Float" or "Stand -By" Service: Hold battery across constant voltage source of 13.50 to 13.80 volts continuously. When held at this voltage, the battery will seek its own current level and maintain itself in a fully charged condition. NOTE: Due to the self - discharge characteristics of this type of battery, it is imperative that they be charged after 6 -9 months of storage, otherwise permanent loss of capacity might occur as a result of sulfation. 14.0 E13.0 12.0 11.0 110.0 9.0 F 8.0 Discharge Characteristics PS -12180 I I I I Temperature 9.OA 1.2 2.4 6 12 24 36 461 2 4 6 810 20 40 min. - hnt. Discharge Time Discharge Time vs. Discharge Current 20 15 10 5 2 £ � 1 € 30 z v D 10 5 (104 - F) (68 * F) (32 °F) , 0.90 1.8 3.6 9.0 18 36 Discharge Current (A) Physical Dimensions: in. (mm) Terminals: PS -12180 N8 PS -12180 F I m h- 5.39 (137) -►� i= 7.13(181) =i N MODEL Pe- 121WNB 1 Tolerances are +A 0.04 In. ( +l- rmor) and +1- 0.08 in. (+ /- 2mm) for height dimensions. All data subject to change without nonce. P CORPORATE OFFICE CUSTOMER SERVICE SALES / INTERNATIONAL 7550 Panasonic Way Tel: +1- 619 -661 -2030 Tel: +1 -650- 364 -5001 San Diego, CA 92154 USA Fax: +1- 619 - 661 -3648 Fax: +1- 650 - 366 -3662 Tel: +1- 619 -661 -2020 customer- service@power- sonic.com battery@power- sonic.com Fax: +1-619-661-3650 nationalsales @powersonic.com Charging - www.power- sonic.com Discharge Deem loox dschetge Depth Discharge Depth sox 1. Discharge Current 0.2C (Final Voltage 1.7V /Gala 2. Charge Current: 0.1C 3. Ambient Temperature: 20°C W 25°C (68°F to 77°F) '■■iOiiifii �■ 1 5 2 £ � 1 € 30 z v D 10 5 (104 - F) (68 * F) (32 °F) , 0.90 1.8 3.6 9.0 18 36 Discharge Current (A) Physical Dimensions: in. (mm) Terminals: PS -12180 N8 PS -12180 F I m h- 5.39 (137) -►� i= 7.13(181) =i N MODEL Pe- 121WNB 1 Tolerances are +A 0.04 In. ( +l- rmor) and +1- 0.08 in. (+ /- 2mm) for height dimensions. All data subject to change without nonce. P CORPORATE OFFICE CUSTOMER SERVICE SALES / INTERNATIONAL 7550 Panasonic Way Tel: +1- 619 -661 -2030 Tel: +1 -650- 364 -5001 San Diego, CA 92154 USA Fax: +1- 619 - 661 -3648 Fax: +1- 650 - 366 -3662 Tel: +1- 619 -661 -2020 customer- service@power- sonic.com battery@power- sonic.com Fax: +1-619-661-3650 nationalsales @powersonic.com Charging - www.power- sonic.com M PRIED IN U.S.A Ambient Temperature 20 °C (68 °F) Float 2.25 Charging - Voltage 2.30 V /Cell Discharge Deem loox dschetge Depth Discharge Depth sox 1. Discharge Current 0.2C (Final Voltage 1.7V /Gala 2. Charge Current: 0.1C 3. Ambient Temperature: 20°C W 25°C (68°F to 77°F) Discharge Deem loox dschetge Depth Discharge Depth sox 1. Discharge Current 0.2C (Final Voltage 1.7V /Gala 2. Charge Current: 0.1C 3. Ambient Temperature: 20°C W 25°C (68°F to 77°F) I Y� a, V-t kl a.a keota. a a V- CA Q. a, a k WIP. 0� N 7- Spate - NA • Qla k WcP, Q. eDi s � � • • • Applebee`s Restaraunt Battery Calculations For FRCP 104 Quantity Standy mA Alarm mA Total Total CIRCUIT DESCRIPTION of Devices per Device per Device Standby mA Alarm mA 23 25 FACP 1 225 300 225 300 Panel Supplimental Devices D1256 Fire Annunciator 1 104 206 104 206 D192 Bell Circuit Module 1 35 100 35 100 D129 Class A Fire Loop 1 23 25 23 25 D928 Dual Phone Module 1 20 100 20 100 D125 12/24 Initiating Module 1 25 168 25 168 D8128 Zone Expander 2 25 50 50 100 Zones 1-System Sensor Smokes 5 V , r 0.005 0.13 0.025 0.65 2-System Sensor Smokes 1 &2 0.005 0.13 0.005 0.13 3 -Pull Stations 4 0 0 0 0 4-System Sensor Heats 4 0 0 0 0 S- wateffiow.. _ . 1 A _ 0 0 _0. 6- Tam pers _ 2 0 0 0 _ 0 7- Kitchen Ansul System 2 0 0 0 0 8 -Duct Detectors 4 25 35 100 140 TOTAL 582.03 1139.78 Standby Hours 24.00 Alarm Hours 0.083 Total Standby amp -hours (standby amps * standby hours 13.969 Total Alarm amp -hours alarm amps * alarm hours) 0.095 Standby AH + Alarm AH 14.064 Derating Factor 1.200 Recommended AH Battery 16.876 Battery Installed (AH) 18 • � 0 � 9 BATTERY CALCULATIONS REMOTE POWER SUPPLY 0 Quantity Standy mA Alarm mA Total Total 1 of Devices Totals per Device Standby mA Alarm mA Remote Power Supply 1 75 175 75 175 NAC CKT 1 5 0 168 0 840 75cd Horn Strobes 30cd Horn Strobes 1 - 0 112 0 112 0.08 +�. 0 0 0 0 1.13 0 _._.r,�_.. 0 ..,.,..m....m . 0 0 0 Sub -Total 0 952 NAC CKT 2 spare 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sub -Total 0 0 NAC CKT 3 spare 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sub -Total 0 0 NAC CKT 4 sp are 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sub -Total 0 0 Totals 75 1127 Standby Hours 24.00 Alarm Hours 0.08 Total Stand b Amps 0.08 Total Alarm Amps 1.13 n Total Standby amp -hours (standby amps * standby 1.80 hours Total Alarm amp -hours 0.09 alarm amps * alarm hours Minimum A/H Battery 1.89 Required Derating Factor 1.20 Recommended A/H Battery 2.27 NOTES 1. Per manufacturers literature, 12.0 AH batteries will provide 24 hrs standby and 5 minutes of alarm for all four NAC circuits when fully loaded. • Y 111: W. SEAL & ASSOC., INC. Consulting Engineers 1015 W. Broadway Fort Worth, Texas 76104 t (817) 332 -1944 Fax x( g 81-)3 36 -8620 .com Brand Registered in Tarrant County PROJECT: A 5 4 U tlYZb --n> NO: ?'-b3b DATES J'$ v PAGE RE: 'S7RVAA1MA A. GAL r-'',v �j-� 0 &,X ENGR: K ("=)- CHK: LALZ-MLA - t)vnl S --]�t2ox A S1,4MMOm 6tZ4T "J,4 ........... A - 14140 7-&Zo'L A14 5 1 S .............. • ... 3 I — f31 7 Low' ..... )"j,g5- bp4le7 41AUA .............. .�c+..��'anJ .... .. .. ..... . ... ...� F 2 0600571 Applebee's Restaurant Q W t 1 OF RFB[JR w fL W NEAL & ASSOC., INC. Consulting Engineers 1015 W. Broadway Fort Worth, Texas 76104 (817) 332 -1944 �►1���� Faa (8117) 336 Brand Registered in Tarrant County Rte' LaAnS PROJECT - 5 9 l r C�1,�J.a� Zt> NO: 'Zc��J3 S� DATES (I7 °LJ PAGE RE: Ass•..,..,h C.Iz►Tt,tA ENGR: KG CHK: ' �(JS �G ice► � r� � �Eb r PMAV-= �jL,Glt .. 2 pS -10 1.6-T , .. _ .. 2 p r{ e-L-G1 W1eciN • . . . • 4 p� 2c f C A itAr1 .AA-E• t s z i. � - T L.•/E. . _ , .. 2� psi a. sl Sao N 35 p (YEW Der) r-4"- • f' IV-.Y bAf-,b . - 1 W. NEAL & ASSOC., INC. Consulting Engineers 1015 W. Broadway Fort Worth, Texas 76104 A �/ (817) 332 -1944 41 j e/ Fax j F81 336 -8620 Brand Registered in Tarrant County G� aT�F -t P41 C) •PVC � PROJECT yy u 1- � ,a iS Imo 1JUKA - a> NO: y �(-'l 3 DATE 7 PAGE Z RE: /VSS1.� ry1 PTA.. r1� G(iLl'(�rt,► A ENGR: iz: c CHK: ST V: ATA 1 1*- 'P• Cw - M u.4 , zb• 56 %T, M 1D lz 1 GAl f2- Pte' �►��-r awe .. _ - .. 3g FK-Oc& � A- f t tAV.wAs11 Zipcode Lookup Output! �r 1NW]-SqqNWGS science far achanging rvarlrJ The input zip -code is 83440. Page 1 of 1 41 ZIP CODE 83440 LOCATION 43.8294 Lat. - 111.7828 Long. DISTANCE TO NEAREST GRID POINT 3.5440 kms NEAREST GRID POINT 43.8 Lat. -111.8 Long. Probabilistic ground motion values, in %g, at the Nearest Grid point are: 10 %PE in 50 yr 5 %PE in 50 yr 2 %PE in 50 yr PGA 10.943160 14.339000 21.391720 0.2 sec SA 26.050871 34.857891 51.078449 0.3 sec SA 23.883020 29.947321 43.008141 1.0 sec SA 8.775045 11.702210 16.443991 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - The input zip -code is. Zip code is zero and we go to the end and stop. PROJECT INFO: SEISMIC HAZARD: Hazard by Zip Code http:// egint. cr. usgs. gov /eq- men/cgi- bin/zipcode- 06.cgi 7/17/2006 Frank W. Neal &Assoc., Inc. JOB TITLE Ap pleBee's 1015 West Broadway Rexburg, ID Fort Worth, Texas JOB NO. 206388 SHEET NO. 76104 CALCULATED BY KLG DATE 7/18/06 817.332.1944 CHECKED BY DATE www.struware.com STRUCTURAL CALCULATIONS FOR AppleBee's Rexburg, Idaho Frank W. Neal & Assoc., Inc 1015 West Broadway Fort Worth, Texas 76104 817.332.1944 JOB TITLE AppleBee's Rexbur ID r' — JOB N0. 20 SHEET NO. S CALCULATED BY KLG DATE 7/1 CHECKED BY DATE www.Struware.com Code Search 1. Code: International Building Code 2003 U. Occupancy: Occupancy Group = B Business 111. Type of Construction: Fire Rating: Roof = 0.0 hr Floor = 0.0 hr IV. Live Loads: Roof angle (0) 0.25/12 1.2 deg Roof 0 to 200 sf: 20 psf 200 to 600 sf. 24 - 0.02Area, but not less than 12 psf over 600 sf: 12 psf Floor 100 psf Stairs & Exitways 100 psf Balcony N/A Mechanical N/A Partitions N/A V. Wind Loads: ASCE 7 - 02 Importance Factor 1.00 Basic Wind speed 90 mph Directionality (Kd) 0.85 Mean Roof Ht (h) 14.0 ft Parapet ht above grd 18.7 ft Exposure Category C Enclosure Classif, Enclosed Building Internal pressure +/_0.18 Building length (L) Least width (B) 111.0 ft 60.0 ftl' Kh case 1 0.849 Speed.w Kh case 2 0.849 } ( 3 x[up�windl x(dawnw rd) Topographic Factor (Kzt) Topography Flat H12 1-{ Hill Height (H) 0.0 ft H< 15ft;exp C Lh HJ2 Half Hill Length (Lh) 0.0 ft Kzt =1.0 Actual H /Lh = 0.00 ESCARPMENT Use H /Lh = 0.00 Modified Lh = 0.0 ft V ` z From top of crest: x= 50.0 ft z + Bldg up /down wind? downwind Speed-up H /Lh= 0.00 K, = 0.000 k It r 1 x(up ' - • x(downwind) x/Lh = 0.00 K, = 0.000 � H/ z/Lh = 0.00 K = 1.000 At Mean Roof Ht:� Kzt= (1 +K ^2= 1.00 2D RIDGE or 3DAXISYMMETRICAL HILL Frank W. Neal & Assoc., Inc. 1015 West Broadway Fort Worth, Texas 76104 817.3 32.1944 V. Wind Loads - cont.: JOB TITLE AppleBee's Rexburg. ID JOB NO. 206388 _ SHEET NO. CALCULATED BY KLG DATE 7/18/06 CHECKED BY DATE Gust Effect Factor Flexible structure if natural frequency < 1 Hz. However, rule of thumb is if h/B < 4 then rigid structure. h /B= 0.23 Therefore, probably rigid structure G 0.85 ' Use G = 0.85 Rigid Structure IF = 0.20 1 = 500 ft z,, = 15 ft C = 0.20 gQ, & = 3.4 Calculated /z = 15.0 ft Use this /z : 15.0 ft L Z = 427.1 ft Q= 0.91 I Z = 0.23 G = 0.88 use G = 0.85 Enclosure Classification Flexible or Dynamicallv Sensitive Structure Building Natural Frequency (n = 0.0 Hz Damping ratio ((3) = 0 /b = 0.65 /a = 0.15 Vz = 76.0 N, = 0.00 R„ = 0.000 Rh = 28.282 t1 = R B = 28.282 -1 = R L = 28.282 1 1 = g R = 0.000 R = 0.000 G = 0.000 Test for Enclosed Building: A building that does not qualify as open or partially enclosed. Test for Open Building: All walls are at least 80% open. Ao > 0.8Ag Test for Partially Enclosed Building: 0.000 0.000 0.000 Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following: Ao >= 1.1Aoi Ao > smaller of 4' or 0.01 Ag Aoi / Agi <= 0.20 Where: Ao = the total area of openings in a wall that receives positive external pressure. Ag = the gross area of that wall in which Ao is identified. Aoi = the sum of the areas of openings in the building envelope (walls and roof) not including Ao. Agi = the sum of the gross surface areas of the building envelope (walls and roof) not including Ag. Reduction Factor for large volume partially enclosed buildings (Ri): If the partially enclosed building contains a single room that is unpartitioned , the internal pressure coefficient may be multiplied by the reduction factor Ri. Total area of all wall & roof openings (Aog): 0 sf Unpartitioned internal volume (Vi) : 0 cf Ri = 1.00 Altitude adjustment to constant 0.00256 : Altitude = 0 feet Average Air Density = 0.0765 lbm /ft' Constant = 0.00256 Input Test Ao 0.0 sf Ao_ I.lAoi YES Ag 0.0 sf Ao > 4' / O.OlAg NO Aoi 0.0 sf Aoi / Agi s 0.20 NO Building is NOT Partially Enclosed. Agi 0.0 sf Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following: Ao >= 1.1Aoi Ao > smaller of 4' or 0.01 Ag Aoi / Agi <= 0.20 Where: Ao = the total area of openings in a wall that receives positive external pressure. Ag = the gross area of that wall in which Ao is identified. Aoi = the sum of the areas of openings in the building envelope (walls and roof) not including Ao. Agi = the sum of the gross surface areas of the building envelope (walls and roof) not including Ag. Reduction Factor for large volume partially enclosed buildings (Ri): If the partially enclosed building contains a single room that is unpartitioned , the internal pressure coefficient may be multiplied by the reduction factor Ri. Total area of all wall & roof openings (Aog): 0 sf Unpartitioned internal volume (Vi) : 0 cf Ri = 1.00 Altitude adjustment to constant 0.00256 : Altitude = 0 feet Average Air Density = 0.0765 lbm /ft' Constant = 0.00256 Frank W. Neal & Assoc., Inc. 1015 West Broadway Fort Worth, Texas 76104 817.3 32.1944 JOB TITLE AppleB Rexb ID JOB NO. 206388 SHEET NO. CALCULATED BY K DATE 7/18/06 CHECKED BY V. Wind Loads - MWFRS h560' (Low - rise Buildinqs) Enclosedloartially enclosed onl �- s ,- ?O:4E2:Ixsscrof ` 2� `vff = i we gliw '- ` � `'' 6 ` � ... ate.- ' �./..>�� .� - f �.. 7 F. UFIY7L UI&EC SIC�7 PMPE3T=rLA:. SD B-MUE Transverse Direction Kz = Kh = 0.85 (case 1) Base pressure (qh) = 15.0 psf GCpi = +/ -0.18 Edge Strip (a) End Zone (2a) Zone 2 length = DATE Torsional loads are 25% of zones I - 4. See code for loading diagram 5.6 ft 11.2 ft 30.0 ft wma Surface pressures (psi) - use 10 psi minimum for zones 1 plus 4 and 5 plus 6 1 Transverse Direction Longitudinal Direction Perpendicular 6 = 1.2 deg GCpf w/ -GCpi w / +GCpi Parallel 6 = GCpf w / -GCpi Odeg w / +GCpi Surface 1 0.40 0.58 0.22 0.40 0.58 0.22 5 2 -0.69 -0.51 -0.87 -0.69 -0.51 -0.87 IE 3 -0.37 -0.19 -0.55 -0.37 -0.19 -0.55 3E 4 -0.29 -0.11 -0.47 -0.29 -0.11 -0.47 5 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 6 1 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 lE 0.61 0.79 0.43 0.61 0.79 0.43 2E -1.07 -0.89 -1.25 -1.07 -0.89 -1.25 3E -0.53 -0.35 -0.71 -0.53 -0.35 -0.71 4E -0.43 -0.25 -0.61 -0.43 -0.25 -0.61 wma Surface pressures (psi) - use 10 psi minimum for zones 1 plus 4 and 5 plus 6 1 8.7 3.3 8.7 3.3 2 -7.6 -13.0 -7.6 -13.0 3 -2.8 -8.2 -2.8 -8.2 4 -1.6 -7.0 -1.6 -7.0 5 -4.0 -9.4 -4.0 -9.4 6 1 -4.0 -9.4 -4.0 -9.4 IE 11.8 6.4 11.8 6.4 2E -13.3 -18.7 -13.3 -18.7 3E -5.2 -10.6 -5.2 -10.6 4E -3.7 -9.1 -3.7 -9.1 MWFRS Simple Diaphragm Pressures (Ds Transverse direction (normal to L) Interior Zone: Wall 10.3 psf Roof -4.8 psf End Zone: Wall 15.6 psf Roof -8.1 psf Longitudinal direction (parallel to L) Interior Zone: Wall 10.3 psf End Zone: Wall Windward roof overhangs: Parapet Windward parapet: Leeward parapet: 15.6 psf 10.2 psf (upward) add to windward roof pressure 28.2 psf (GCpn = +1.8) -17.2 psf (GCpn = -1.1) FfJ f I` E110 lE h _ ; WIbTD rrit IM= &IDC • 'u .� -- Longitudinal Direction WINDWARD OVERHANG [� WINDWARD ROOF I l l 1 1 1 1 1 1 1 FF WARD ROOF VERTICAL 8 � a R_ TRANSVERSE ELEVATION FM WINDWARD ROOF LEEWARD ROOF I l l 1 1! 1 1 1 1 VERTICAL a LONGITUDINAL ELEVATION? Frank W. Neal & Assoc., Inc. 1015 West Broadway Fort Worth, Texas 76104 817.332.1944 JOB TITLE AppleBee's R ex_b ur g . ID JOB NO. 2_06 SHEET NO CALCULATED BY KLG DATE 7/18/06 CHECKED BY DATE V. Wind Loads - Components & Cladding: Buildings h <60' & Alternate design 60' <h <90' Kz = Kh (case 1) = 0.85 GCpi = +/ -0.18 NOTE: If tributary area is greater than Base pressure (qh) = 15.0 psf a= 5.6 ft 700sf. MWFRS pressure may be used. Minimum parapet height at building perimeter = 4.0 ft Roof Angle = 1.2 deg Type of roof= Monos lope Roof Area Negative Zone 1 Negative Zone 2 Negative Zone 3 Positive All Zones Overhang Zone 1 &2 Overhang Zone 3 GCp +/- GCpi i Surface Pressure (psf) User input 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 20 sf 70 sf -1.18 -1.11 -1.08 -18 psf -17 psf -16 psf -17 psf -16 ps -1.98 -1.49 -1.28 -30 psf -22 psf -19 ps -26 psf -21 ps -1.98 -1.49 -1.28 -30 psf -22 psf -19 ps -26 psf -21 ps 0.48 0.41 0.38 10 ps 10 ps 10 ps 10 ps 10 ps 1.70 -1.63 -1.60 -25 psf -24 ps -24 ps -25 psf -24 ps 1.70 -1.63 -1.60 -25 ps -24 psf -24 ps -25 ps -24 ps Negative zone 3 = zone 2, since parapet - 3ft. Walls Area Negative Zone 4 Negative Zone 5 Positive Zone 4 & 5 GC +/- GC i Surface Pressure (psf) User input 10 sf loos 500 sf 10 sf 100 sf 500 sf 50 sf 200 sf -1.17 -1.01 -0.90 -17.5 psf -15.1 psf -13.5 ps -15.8 psf -14.4 ps -1.44 -1.12 -0.90 -21.5 psf -16.8 psf -13.5 ps -18.2 psf -15.4 ps 1.08 0.92 0.81 16.2 psf 13.8 psf 12.1 psf 14.5 psf 13.1 ps Note: GCp reduced by 10% due to roof angle - 10 deg. Parapet qp = 15.7 psf C CASE A = pressure towards building CASE B = pressure away from building C I I I I I - -i I I I 6:5 7 degrees and Monoslope s 3 degrees a a ; a ca I I I I Solid Parapet Pressure 10 sf 100 sf 500 sf ASE A : Interior zone : 42.3 psfj 28.8 psf 27.1 ps Comer zone: .2 s 28.8 s 27.1 s ASE B : Interior zone : 29.6 ps -24.6 ps -21.2 ps Comer zone: -33.8 ps -26.4 ps -21.2 ps - - - `�r la I I I I Monos lope roofs 10° < 6 s 3 0° 0 > 7 degrees 9 > 7 degrees Monoslope roofs 3° <0510' a a a ' Frank W. Neal & Assoc., Inc JOB TITLE Ap pleBee 's 1015 West Broadway R exb ur g, ID Fort Worth. Texas JOB No. 2063 _ SHEET NO. 76104 CALCULATED BY KLG DATE 7/18/06 817.332.1944 CHECKED BY DATE V. Wind Loads - Components & Cladding: Buildings hs60' & Alternate design 60' <h <90' Kz = Kh (case 1) = 0.85 GCpi = +/ -0.18 NOTE: If tributary area is greater than Base pressure (qh) = 15.0 psf a = 5.6 ft 700sf MWFRS pressure may be used. Minimum parapet height at building perimeter = 18.7 ft Roof Angle = 1.2 deg Type of roof = Monoslope Roof Are: Negative Zone Negative Zone Negative Zone Positive All Zone: Overhang Zone 1 &` Overhang Zone Walls Area Negative Zone 4 Negative Zone 5 Positive Zone 4 & 5 GCp +/- GCpi 10 sf Surface Pressure (psf) User input 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 20 sf 70 sf -1.18 -1.11 -1.08 -18 psf -17 psf -16 psf -17 psf -16 ps -1.98 -1.49 -1.28 -30 psf -22 psf -19 psf -26 psf -21 psf -1.98 -1.49 -1.28 -30 psf -22 psf -19 psf -26 psf -21 psf 0.48 0.41 0.38 10 psf 10 psf 10 psf 10 psf 10 ps -1.70 -1.63 -1.60 25 psf -24 ps -24 psf -25 psf -24 psf -1.70 -1.63 -1.60 -25 psf -24 ps -24 psf -25 ps -24 ps ivcC-= Vc avi,c -1 - Luuc c, since parapet -.)n. GCp +/- GCpi 10 sf Surface Pressure (p User input 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 50 sf 200 sf -1.17 -1.01 -0.90 -17.5 psf -15.1 psf -13.5 psf - 15.8 psf - 14.4 psf -1.44 -1.12 -0.90 -21.5 psf -16.8 psf -13.5 psf -18.2 psf -15.4 psf 1.08 0.92 0.81 16.2 psf 13.8 psf 12.1 psf 14.5 psf 13.1 ps Note: GCp reduced by 10% due to roof angle <= 10 deg. Parapet qp = 15.7 psf C CASE A = pressure towards building CASE B = pressure away from building C I I I I I I 9!s 7 degrees and Monoslope s 3 degrees I, a Monoslope roofs 3 <6s10' a a a I I I I I I Q- ( 1 t 1: 4D `J I I I I I I I I I I I I Monoslope roofs 10° < 6 s 30 Solid Parapet Pressure 10 sf I 100 sf 500 sf ASE A: Interior zone: 42.3 psj 28.8 psf 27.1 psf Comer zone: 42.3 s 28.8 psf 27.1 ps ASE B : Interior zone : -29.6 ps -24.6 psf -21.2 psf Comer zone: -33.8 ps -26.4 ps -21.2 ps 0 > 7 degrees 1 l r z� Q �D a. /•„ 0 > 7 degrees N1 T ---- 1 --I -- I a - I I I I 0 > 7 degrees 1 l r z� Q �D a. /•„ 0 > 7 degrees N1 Frank W. Neal & Assoc., Inc. JOB TITLE A ppleBee's 1015 West Broadway Rex burg. ID _ Fort Worth, Texas JOB No. 20 SHEET NO. 76104 CALCULATED BY KLG _ DATE 7/18/06 817.332.1944 CHECKED BY DATE A. Seismic Loads: Seismic Use Group : 1 Importance Factor (Ie) : 1.00 Site Class : D Ss (0.2 sec) = 51.08 %g Zip Code Search for Ss & S I: S 1 (1.0 Sec) = 16.44 %g http / /eoint cruses 2ov /eo- men/htmI /ziocode -06 html Fa = 1.391 Sms = 0.711 Sds = 0.474 Design Category = C Fv= 2.142 Sml = 0.352 Shc = 0.235 Design Category = D Seismic Design Category = D Number of Stories: 1 Structure Type: Not applicable Plan Structural Irregularities: No plan Irregularity Vertical Structural Irregularities: No vertical Irregularity Flexible Diaphrams: Yes Building System: Bearing Wall Systems Seismic resisting system: Special reinforced masonry shear walls System Building Height Limit: 160 ft Actual Building Height (hn) = 14.0 ft See ASCE7 Section 9.5.2.2.4 &5 for exceptions and other system limitations DESIGN COEFFICIENTS AND FACTORS IBC2003 ALLOWABLE STORY DRIFT' Structure Tvpe: All other structures Allowable story drift = 0.020hsx , where hsx is the story height below level x Simplified Analysis Response Modification Factor (R) = 5 5 System Over - Strength Factor (0o) = 2 2 Deflection Amplification Factor (Cd) = 3.5 3.5 Sds = 0.474 Shc = 0.235 Code Reference Section for Detailing: ACI530 1.13.2.2.5 p = redundancy coefficient Seismic Load Effect (E) = p Q +/- 0 . 2 SDs D = p Q +/- 0.095D Q = horizontal seismic force Special Seismic Load Effect (Em) = 00 Q +/- 0.2S D = 2.0 Q +/_ 0.095D D = dead load PERMITTED ANALYTICAL PROCEDURES Index Force Analysis (Seismic Category A only) Method Not Permitted Simplified Analysis - Permitted Design Base Shear V= 1.2SdsW /R= 0.114W Equivalent Lateral -Force Analysis - Permitted Building period coef. (C = 0.020 Cu = 1.47 Approx fundamental period (Ta) = CThnX = 0.145 x= 0.75 Tmax = CuTa = 0.212 User calculated fundamental period (T) = 0 Use T = 0.145 Seismic response coef. (Cs) = SdsIe /R = 0.095 need not exceed Cs = SdI Ie/RT = 0.324 but not less than Cs = = 0.044Sdsle 0.021 USE Cs = 0.095 Design Base Shear V = 0.095W Model, Linear & Nonlinear Response Analysis - Permitted (see code for procedure) ALLOWABLE STORY DRIFT' Structure Tvpe: All other structures Allowable story drift = 0.020hsx , where hsx is the story height below level x x' Frank W. Neal & Assoc., Inc JOB TITLE AppleBe 1015 West Broadway Rexburg, ID Fort Worth, Texas JOB NO. 206388 SHEET NO.� 76104 CALCULATED BY KLG DATE 7/18/06 817.332.1944 CHECKED BY DATE VI. Seismic Loads - cont. CONNECTIONS Seismic Design Category = D Force to connect smaller portions of structure to remainder of structure Fp = 0.133S = 0.06 w or Fp = 0.5w = 0.05 w Use Fp = 0.06 w w = weight of smaller portion Beam, girder or truss connection for resisting horizontal force parallel to member Fp = no less than 0.05 times dead plus live load vertical reaction Anchorage of Concrete or Masonry Walls to elements providing lateral support Fp = 0.8IeSdsWw = 0.379 w, or Fp = O.lw,,, = 0.10 w Use Fp = 0.38 w but not less than 280.0 plf Connection force given is for flexible diaphragms (use architectural components for ridgid diaphrams) MEMBER DESIGN Bearing Walls and Shear Walls (out of plane force) Fp = 0.40IeS = 0.190 w or Fp = 0. I w, = 0.10 w Use Fp = 0.19 w, Diaphragms Fp = (Sum Fi / Sum Wi)Wpx + Vpx = (Sum Fi / Sum Wi)Wpx + Vpx need not exceed 0.4 SdsIeWpx + Vpx = 0.190 Wpx + Vpx but not less than 0.2 SdsIeWpx + Vpx = 0.095 Wpx + Vpx ARCHITECTURAL COMPONENTS SEISMIC COEFFICIENTS Architectural Component : Cantilever Elements (Unbraced or Braced to Structural Frame Below Its Center of Mass) Importance Factor (Ip) : 1.0 Component Amplification Factor (a,) = 2.5 h= 14.0 feet Comp Response Modification Factor (R = 2.5 z= 50.0 feet z/h = 1.00 Fp = 0.4a +2z/h) /Rp = 0.569 Wp not greater than Fp = 1.6SdsIpWp = 0.758 Wp but not less than Fp = 0.3SdsIpWp = 0.142 Wp use Fp = 0.569 Wp MECHANICAL AND ELECTRICAL COMPONENTS SEISMIC COEFFICIENTS Mech or Electrical Component : General Electrical - Distribution systems (bus ducts, conduit, cable tray) Importance Factor (Ip) : 1.5 Component Amplification Factor (a = Comp Response Modification Factor (R = Fp = 0.4a +2z/h) /Rp = not greater than Fp = 1.6SdsIpWp = but not less than Fp = 0.3SdslpWp = 2.5 5 0.426 Wp 1.137 Wp 0.213 Wp h= 14.0 feet Z= 50.0 feet z/h = 1.00 use Fp = 0.426 Wp 1 Frank W. Neal & Assoc., Inc JOB TITLE A ppleBee's 1015 West Broadway Re ID Fort Worth, Texas JOB NO. 206388 SHEET NO._ 76104 CALCULATED BY KEG _ DATE 7/18/06 817.332.1944 CHECKED BY DATE VII. Snow Loads - Flat. Gable & Hip Roofs Only Roof slope = 1.2 deg Horiz. eave to ridge dist (W) = 30.0 ft Roof length parallel to ridge (L) = 111.0 ft Type of Roof Exposure Factor. Ce Hip or gable Ground Snow Load Pa = 50.0 psf Importance Category = II Importance Factor I = 1.0 Thermal Factor Ct = 1.00 Exposure Factor Ce = 1.0 Pf = 0.7 *Ce *Ct *I *Pg = 35.0 psf Pf min = 20.0 psf Flat Roof Snow Load Pf = 35.0 psf Rain on Snow Surcharge = 0.0 psf Unobstructed Slippery 1.0 Above treeline Surface (per Section 7.4) = no Sloped -roof Factor Cs = 1.00 Design Roof Snow load = 35.0 psf ( "balanced" snow load) NOTE: Alternate spans of continuous beams and other areas shall be loaded with half the Building Official Minimum = 35.0 psf design roof snow load so as to produce the greatest possible effect - see code. Unbalanced Snow Loads -for Hip &Gable roofs only 70/W + 0.5 = 2.8 deg Unbalanced snow loads are not required Windward snow load = 35.0 psf Leeward snow load = 35.0 psf Leeward Snow D rifts - from adjacent higher roof Upper roof length Exposure Factor. Ce 0.0 ft Projection height h = 5.0 ft Exposure of roof s = Terrain Adjacent structure factor Fully Partiallv Sheltered A y = n/a 1.1 1.3 B 20.5 pcf 0.9 1.0 1.2 C he = 0.9 1.0 1.1 D 2.39 ft 0.8 0.9 1.0 Above treeline 0.7 0.8 n/a Alaska -no trees 0.7 0.8 n/a Design Roof Snow load = 35.0 psf ( "balanced" snow load) NOTE: Alternate spans of continuous beams and other areas shall be loaded with half the Building Official Minimum = 35.0 psf design roof snow load so as to produce the greatest possible effect - see code. Unbalanced Snow Loads -for Hip &Gable roofs only 70/W + 0.5 = 2.8 deg Unbalanced snow loads are not required Windward snow load = 35.0 psf Leeward snow load = 35.0 psf Leeward Snow D rifts - from adjacent higher roof Upper roof length lu = 0.0 ft Projection height h = 5.0 ft Building separation s = 0.0 ft Adjacent structure factor Building roof length 1.00 Snow density y = 20.5 pcf Balanced snow height hb = 1.71 ft 20.5 pcf he = 3.29 ft hc/hb = 1.9 Therefore, design for drift Drift height hd = 2.00 ft Drift width w = 8.00 ft Surcharge load: pd = y *hd = 41.0 psf Windward Snow Drifts - Against walls parapets etc more than 15' lone Building roof length lu = 60.0 ft Projection height h = 5.0 ft Snow density y = 20.5 pcf Balanced snow height hb = 1.71 ft he = 3.29 ft hc/hb = 1.9 Therefore, design for drift Drift height hd = 2.39 ft Drift width w = 9.56 ft Surcharge load: pd = y *hd = 49.0 psf �� W Frank W. Neal & Assoc., Inc. 1015 West Broadway Fort Worth, Texas 76104 817.332.1944 JOB TITLE Ap pleBee's Rexburg, ID JOB NO. 20 6_388 SHEET NO. CALCULATED BY KLG DATE 7/18/06 CHECKED BY DATE VII. Snow Loads - Flat, Gable & Hip Roofs Only: Roof slope = 1.2 deg Horiz. eave to ridge dist (W) = 30.0 ft Roof length parallel to ridge (L) = 111.0 ft Type of Roof Exposure Factor, Ce Hip or gable Ground Snow Load Pg = 50.0 psf Importance Category = II Importance Factor I = 1.0 Thermal Factor Ct = 1.00 Exposure Factor Ce = 1.0 Pf = 0.7 *Ce *Ct *I *Pg = 35.0 psf Pf min = 20.0 psf Flat Roof Snow Load Pf = 35.0 psf Rain on Snow Surcharge = 0.0 psf Unobstructed Slippery 1.0 Above treeline Surface (per Section 7.4) = no Sloped -roof Factor Cs = 1.00 Design Roof Snow load = 35.0 psf ( "balanced" snow load) NOTE: Alternate spans of continuous beams and other areas shall be loaded with half the Building Official Minimum = 35.0 psf design roof snow load so as to produce the greatest possible effect - see code. Unbalanced Snow Loads - for Flip & Gable roofs only 70/W + 0.5 = 2.8 deg Unbalanced snow loads are not required Windward snow load= 35.0 psf Leeward snow load = 35.0 psf Leeward Snow Drifts - from adjacent higher roof Exposure Factor, Ce Upper roof length lu = 0.0 ft Projection height Exposure of roof 5.0 ft Terrain s = Fullv Partially Sheltered A 1.00 n/a 1.1 1.3 B hb = 0.9 1.0 1.2 C hc/hb = 1.9 0.9 1.0 1.1 D 0.8 0.9 1.0 Above treeline 0.7 0.8 n/a Alaska -no trees 0.7 0.8 n/a Design Roof Snow load = 35.0 psf ( "balanced" snow load) NOTE: Alternate spans of continuous beams and other areas shall be loaded with half the Building Official Minimum = 35.0 psf design roof snow load so as to produce the greatest possible effect - see code. Unbalanced Snow Loads - for Flip & Gable roofs only 70/W + 0.5 = 2.8 deg Unbalanced snow loads are not required Windward snow load= 35.0 psf Leeward snow load = 35.0 psf Leeward Snow Drifts - from adjacent higher roof lu = Upper roof length lu = 0.0 ft Projection height h = 5.0 ft Building separation s = 0.0 ft Adjacent structure factor 1.00 Snow density y = 20.5 pcf Balanced snow height hb = 1.71 ft he = 3.29 ft hc/hb = 1.9 Therefore, design for drift Drift height hd = 2.00 ft Drift width w = 8.00 ft Surcharge load: pd = y *hd = 41.0 psf Windward Snow Drifts - Against walls, naraoets. etc more than 15' long Building roof length lu = 90.0 ft Projection height h = 5.0 ft Snow density y = 20.5 pcf Balanced snow height hb = 1.71 ft he = 3.29 ft hc/hb = 1.9 Therefore, design for drift Drift height hd = 2.90 ft Drift width w = 11.59 ft Surcharge load: pd = y *hd = 59.4 psf F W --I it Frank W. Neal & Assoc., Inc. 1015 West Broadway Fort Worth, Texas 76104 817.332.1944 VII. Snow Loads - Flat Gable & Hip Roofs Only' Roof slope = 1.2 deg Horiz. eave to ridge disc (W) = 30.0 ft Roof length parallel to ridge (L) = 1 11.0 ft Type of Roof Exposure Factor, Cc Hip or gable Ground Snow Load Pg = 50.0 psf Importance Category = II Importance Factor I = 1.0 Thermal Factor Ct = 1.00 Exposure Factor Ce = 1.0 Pf = 0.7 *Ce *Ct *I *Pg = 35.0 psf Pf min = 20.0 psf Flat Roof Snow Load Pf = 35.0 psf Rain on Snow Surcharge = 0.0 psf Unobstructed Slippery 1.0 Above trechne Surface (per Section 7.4) = no Sloped -roof Factor Cs = 1.00 JOB TITLE A ppleBee's Rexburg ID JOB NO. 206388 SHEET NO. CALCULATED BY KLG DATE 7/18/06 CHECKED BY DATE Design Roof Snow load = 35.0 psf ( "balanced" snow load) NOTE: Alternate spans of continuous beams and other areas shall be loaded with half the Building Official Minimum = 35.0 psf design roof snow load so as to produce the greatest possible effect - see code. Unbalanced Snow Loads - for Hip &Gable roofs only 70/W + 0.5 = 2.8 deg Unbalanced snow loads are not required Windward snow load = 35.0 psf Leeward snow load = 35.0 psf Leeward Snow Drif - from adjacent higher roof Upper roof length Exposure Factor, Cc 0.0 ft Projection height h = 5.0 ft Exposure of roof s = Terrain Adjacent structure factor Fully Partially Sheltered A y = n/a 1.1 1.3 B 20.5 pcf 0.9 1.0 1.2 C lic = 0.9 1.0 1.1 D 2.90 ft 0.8 0.9 1.0 Above trechne 0.7 0.8 n/a Alaska -no trees 0.7 0.8 n/a Design Roof Snow load = 35.0 psf ( "balanced" snow load) NOTE: Alternate spans of continuous beams and other areas shall be loaded with half the Building Official Minimum = 35.0 psf design roof snow load so as to produce the greatest possible effect - see code. Unbalanced Snow Loads - for Hip &Gable roofs only 70/W + 0.5 = 2.8 deg Unbalanced snow loads are not required Windward snow load = 35.0 psf Leeward snow load = 35.0 psf Leeward Snow Drif - from adjacent higher roof Upper roof length lu = 0.0 ft Projection height h = 5.0 ft Building separation s = 0.0 ft Adjacent structure factor Building roof length 1.00 Snow density y = 20.5 pcf Balanced snow height hb = 1.71 ft 20.5 pcf he = 3.29 ft hc/hb = 1.9 Therefore, design for drift Drift height hd = 2.00 ft Drift width w = 8.00 ft Surcharge load: pd = y *hd = 41.0 psf Windward Snow Drifts - Against walls oaraoets etc more than 1 S long Building roof length lu = 90.0 ft Projection height h = 7.3 ft Snow density y = 20.5 pcf Balanced snow height hb = 1.71 ft lic = 5.62 ft hc/hb = 3.3 Therefore, design for drift Drift height hd = 2.90 ft Drift width w = 11.59 ft Surcharge load: pd = y *hd = 59.4 psf 1 - w - NEAL & ASSOC., INC. Consulting Engineers 1015 W. Broadway Fort Worth, Texas 76104 A (817) 332 -1944 Fax 8117) 336 �I Brand Registered in Tarrant County PROJECT: hl�r�b LLs S wYlf� . � NO 2—W) DATE_", o L PAGE / RE: S 7 (2 -A (/4" rW 0 L- Ca' t LCL► A ENGR: k� CHK: S �►-• t� � .r1 - ice. GYL ► t'�IP -► � �� � t1 b YL qw �� � 12o.Ar L-. v'ts L $3 v� ... '3s ri 4 (+ bQ FT) F4—.YL L vL` L— l oa r f f N . sQ ? . S -f 5 'n w Gn.►T� � r4 p - . • _ .. 3 ps 4 C , .. _ ... ).0 o.04 w I nrD Cn i1ayv +4: / 14 —1W r �• O n Wmb p<r,►�► . _ '2o psf Aawo r.-6 iz1S.s►vr ?prinpA- �J,,,� pt�,v►c.... 2� �s� aAtA cSlvAV_M G��r ,►„ o.04 5 f NEAL & ASSOC., INC. Consulting Engineers 1015 W. Broadway Fort Worth, Texas 76104 (817) 332 -1944 Y A f 75 Fax fw8 3 om 20 �I - Brand Registered in Tarrant County PROJECT: j kpOL1.&Fi2f NO: DATE PAGE lYll RE: ' 5TR-Lm ALA4- 7(, Glt , r n ENGR: YC7 CHK: �. gr,.ac� �►A�c�... Cars. � 'C �.rt,, ,q = � �n �� P� p5k. S'E►S ,.... � _ Fow,..c — ��,5 t� '�.�s r►�>--- ..... Z t'EG► A � R,6, � h Fd rs.cts� bm-r-) 1 - S E SN .. _ .. 4 2.15 Ir �,n ALv� �'fLoLLrYjLl+rt.� - Eau ��/. LATI'a�s,�- - � To►2 l -�y Ar\A6)5s> W. SEAL & ASSOC., INC. Consulting Engineers 1015 W. Broadway Fort Worth, Texas 76104 (8'17) 332 -1944 Fax n 20 a -e gom fw V - Brand Registered in Tarrant County n -_ ����• i .p PROJECT; — DATE — ) .1 1- ) l a PAGE / RE: W i � n i, ENGR: '!ZG CHK: Ll1rN1> YEvt = Mc-- ' ° (F(- I (od) Y � J�1.h1'1xi G 4-1 a'--m ... - - 1S .J psi n. `IZAt��S �I,nD Izr•' b ►�. .n .ozC � �I ��� ,O "r"1�r L�d r% k ►' A Sl�f A - .o?, (lEi.�^��l 22 .'3 k Rfr o> a- N. -az (';k - 4 -L�C (') b 14 . w ( .1611tt r Sys ��� c�►µt�•cc W. SEAL & ASSOC., INC. Consulting Engineers 1015 W. Broadway Fort Worth, Texas 76104 (817) 332 -1944 !1 Fax (817) 336 -8620 f► INCE -9% fwna- eng.com • Brand Registered in Tarrant County 1 — PROJECT: .- NO:Z.a(i3�v DATE 7 17 -( PAGE RE: 1 r+ CU f' L4 n ENGR: CHK: 14,T L4 L- Fr L1�5a =• = 1c. h &T cAr .- Pt -r-7F W. NEAL & ASSOC., INC. Consulting Engineers 1015 W. Broadway Fort Worth, Texas 76104 p (817) 332 -1944 �'INC F fw8 3 - 8620 Brand Registered in Tarrant County S .1 . - . - o. SIGH 1 PROJECT: NO �ia(e3�,� DATE 7 17 v(p PAGE 83 RE: SL IS ►.�.. L ENGR: CHK: F3u)(=, M ASS 12 t 2c- Tc{ t . S �oW (LJJ6 bs;1 F +) r- . 0 35 (c -o)C9) t-- 13'7 1� 4saz- 4:2 41 PROJECT: A40n J4,� < eAL u i.jb - f ---- -- NO: -*V5M DATE . 7 1 .�Lj PAGE s4 RE• - - ENGR: IGG= CHK: NEAL & ASSOC., INC. I Consulting Engineers 1015 W. Broadway Fort Worth, Texas 76104 (817) 332 -1944 Fax (817) 336 -8620 fwna- eng.com Brand Registered in Tarrant County t p r � c Lb,.m Otti •• (` / -" .2,41 fT4 w W. NEAL & ASSOC., INC. Consulting Engineers 1015 W. Broadway Fort Worth, Texas 76104 p (817) 332 -1944 Fax (817) 3 om 20 `r Brand Registered in Tarrant County a ►"� 1 .• -. A LL.S PROJECT: /ypeLJL - ' D'" D ATE 7 a ) °L— PAGE p ENGR: 1►- V CHK: h , id - &I-ay 44y'AIL c. 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Rexburg, ID General Information 8.000 Y -Y Axis Shear 42.37 k Min. X Axis Ecc X -X Axis Shear 42.37 k Min. Y Axis Ecc ...Shears are applied on each axis separately Job# f� Date: 4:17PM, 18 JUL 06 Page 1 5.00 % X Axis Center of Mass 44.80 ft 5.00 % Y Axis Center of Mass 29.80 ft Max X Dimension 89.67 ft Max Y Dimension 59.67 ft Wall Data Wall Xcg ft Wall Ycg ft Wall Angle deg CCW Label Thickness Length - 22.670 �- in ft 1 8.000 45.670 2 8.000 3.330 3 8.000 3.330 4 8.000 3.330 5 8.000 8.670 6 8.000 6.000 7 8.000 3.330 8 8.000 3.330 9 8.000 3.330 10 8.000 6.000 11 8.000 3.000 12 8.000 3.000 13 8.000 6.000 14 8.000 9.000 15 8.000 12.670 16 8.000 3.330 17 8.000 3.330 18 8.000 6.670 19 8.000 38.330 20 8.000 2.670 21 8.000 20.000 22 8.000 29.670 Calculated Wall Forces 14.670 Label Load Location for Maximum Forces 0.0 X ft Y 1.0 Height ft - Wall Xcg ft Wall Ycg ft Wall Angle deg CCW Wall End Fixity E 14.670 - 22.670 0.330 -- 0.0 Fix -Fix - -- 1.0 14.670 50.670 0.330 0.0 Fix -Fix 1.0 14.670 61.325 0.330 0.0 Fix -Fix 1.0 14.670 72.000 0.330 0.0 Fix -Fix 1.0 14.670 85.315 0.330 0.0 Fix -Fix 1.0 14.670 89.330 3.000 90.0 Fix -Fix 1.0 14.670 89.330 15.000 90.0 Fix -Fix 1.0 14.670 89.330 25.670 90.0 Fix -Fix 1.0 14.670 89.330 36.330 90.0 Fix -Fix 1.0 14.670 92.000 37.660 0.0 Fix -Fix 1.0 14.670 94.670 38.830 90.0 Fix -Fix 1.0 14.670 94.670 49.830 90.0 Fix -Fix 1.0 14.670 92.000 51.000 0.0 Fix -Fix 1.0 14.670 89.330 55.170 90.0 Fix -Fix 1.0 14.670 83.330 59.330 0.0 Fix -Fix 1.0 14.670 68.000 59.330 0.0 Fix -Fix 1.0 14.670 57.330 59.330 0.0 Fix -Fix 1.0 14.670 45.000 59.330 0.0 Fix -Fix 1.0 14.670 19.170 59.330 0.0 Fix -Fix 1.0 14.670 0.330 58.330 90.0 Fix -Fix 1.0 14.670 0.330 43.670 90.0 Fix -Fix 1.0 14.670 0.330 14.830 90.0 Fix -Fix 1.0 Direct Shears k Lenoth Thick Torsional Shears Final Max. Wall Shear Length Thick k 1 0.000-3.122 18.382 0.000 1.216 0.002 - 19.598 2 0.000 -3.122 -0.167 0.000 -0.011 0.001 -0.178 3 0.000 -3.122 -0.167 0.000 -0.011 0.001 -0.178 4 0.000 -3.122 -0.167 0.000 -0.011 0.001 -0.178 5 0.000 - 3.122 -1.740 0.000 -0.115 0.003 -1.855 6 34.618 0.000 1.473 0.000 1.421 -0.009 2.894 7 34.618 0.000 0.320 0.000 0.308 -0.003 0.628 8 34.618 0.000 0.320 0.000 0.308 -0.001 0.628 9 34.618 0.000 0.320 0.000 0.308 0.001 0.628 10 0.000 2.845 -0.769 0.000 -0.012 -0.002 -0.781 11 34.618 0.000 0.239 0.000 0.247 0.001 0.486 12 34.618 0.000 0.239 0.000 0.247 0.003 0.486 13 0.000 2.845 -0.769 0.000 -0.033 -0.002 -0.802 14 34.618 0.000 3.595 0.000 3.469 0.013 7.064 15 0.000 2.845 -3.514 0.000 -0.210 -0.004 -3.725 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent y our title _block information. ---- - - - - -- Title: Dsgnr: Description Scope: Fa .lob # g Date: 4:17PM, 18 JUL 06 Rev: 580000 User: KW- 0600455, Ver 5.8.0, 1- Dec -2003 -- - -- - - - - --- Rigid Diaphragm Torsional -- -- - - --- - - -- Page 2 Ic)1983 -2003 ENERCALC En ineerin Software Analysis Description AppleBee's. Rexburg, ID 16 0.000 2.845 -0.167 0.000 -0.010 -0.001 -0.177 17 0.000 2.845 -0.167 0.000 -0.010 -0.001 -0.177 18 0.000 2.845 -0.985 0.000 -0.059 -0.001 -1.044 19 0.000 2.845 - 15.188 0.000 -0.908 -0.001 - 16.097 20 25.651 0.000 0.172 0.000 -0.024 0.003 0.172 21 25.651 0.000 13.316 0.000 -1.828 0.011 13.316 22 25.651 0.000 21.765 0.000 -2.987 -0.019 21.766 Summary X Distance to Center of Rigidity 14.666 ft Controlling Eccentricities & Forces from Applied Y -Y Shear Y Distance to Center of Rigidity 29.939 ft Xcm + (Min % *MaxX) - X -cr = 34.618 ft Torsion = 1,466.76 k -ft Xcm - (Min % *MaxX) - X -cr = 25.651 ft Torsion = 1,086.83 k -ft X Accidental Eccentricity 4.484 ft Controlling Eccentricities & Forces from Applied X -X Shear Y Accidental Eccentricity 2.984 ft Ycm + (Min% *MaxY) - Y -cr = 2.845 ft Torsion = 120.53 k -ft Ycm - (Min% *MaxY) - Y -cr = - 3.122ft Torsion = - 132.29 k -ft 0 � �� � PROJECT ftLf � e( -iaE4V Gw� NO: �3 o DATE 7 / $) PAGE_ RE: G W 10 L-LS, < L ENGR: ?w CHK: 11 ") - (pat S 106 . o U SraGw�� ly ' / 16.i _�2� 2� 2 � •'�'� . 2 • c�t-t K 21. $ - W y t. 1.9 .21 G 4 • w 2• .0 WA4 r ( 11Pw 8 3.1% . G 3•�� . (P .1 13 �•� .� .f33 I.1 •°° '7 • I 1 s9 IS iZ,c.� 3,7 ,2 11 ") - .2 . o U ly 3 8.33 16.i _�2� 2� - 2AP .QIQ 1 3.3 •CelvS 22 2 �;l 21. $ - W SEAL & ASSOC., INC. Consulting Engineers 1015 W. Broadway Fort Worth, Texas 76104 (817) 332 -1944 !gy ~� " Fax ( 3 3 0 8620 'l ie - Brand Registered in Tarrant County i' IA-( r�Vz I SEAL & ASSOC., INC. Consulting Engineers 1015 W. Broadway Fort Worth, Texas 76104 (817) 332 -1944 �►,���� Fax (817) 336 -8620 Brand Registered in Tarrant County P L� ":)�G,�t., c. i PROJECT ( _ NO: ZJ T $'b 1 DA / TE I J e aV PAGE 1 b RE: A w ' L oll' ayol, ENGR: :f� CHK: FO - _� l mv An 4k4,ti - rte . 1- V S a1c- A - --mzx- �AA '� LE"'11 'Q;r 1 - AU-T To`specify your title block on Title a P - - -- : .lob # these five lines, use the SETTINGS Dsgnr: Date: 10:06AM, 20 JUL 06 main menu selection, choose the Description Printing & Title Block tab, and ent 900.00 your title block information. Scope: i Rev: s80000 User: KW- 0600455,.Ver 5.8.0, 1- Dec -2003 1c1 � _ 1983-2003 ENERCALC Engineering Software -- - - - - -- - -- - - - - -- - -- - -- Maso Pier Analysi Page 1 nry s &Design Description AppleBee's: Rexburg, Idaho 206388 Shear Loading @ 1.5 x actual Side Wall (1 -5) Genera Information Pier #1 - - -- -- --------------- - - -- Code Ref: ACI 530 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Total Lateral Force Pier #5 33.15 k 0.3212 Moduli: Em = fm * 900.00 Seismic Zone 1.6920 3 0.0331 Moduli: Ev = Em * 0.40 Load Duration Factor ----- - - - - -- 1.33 - - - 0.0923 9.1402 9.1402 Shear Pier Data 0.9186 --- --- - - - - -- --------------- - -- Pier #1 Pier #2 Pier #3 Pier #4 WWAl Pier #5 Pier Height 14.67 ft 14.67 ft 14.67 ft 14.67 ft 14.67 ft Pier Length 45 -67 ft 3.33 ft 3.33 ft 3.33 ft 8.67 ft Wall Thickness 8 in 8 in 8 in 8 in 8 in "j": Depth Mutt. 0.90 0.90 0.90 0.90 0.90 Pier Fixity Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix fm 1,500 psi 1,500 psi 1,500 psi 1,500 psi 1,500 psi Fs 24,000 psi 24,000 psi 24,000 psi 24,000 psi 24,000 psi Spinsp No No No No No Grout Spacing 32 in 32 in 32 in 32 in 32 in Shear Reinforcing... fv= V /(12 *est *jd) Fv: w/o Reinf. Fv: w/ Reinf. Horiz. Shear Av Req'd Bending Reinforcing... Moment @ End "d" to tension As Bending As Req'd Pier #1 Pier #1 Pier #2 Pier #3 Pier #4 Pier #5 Height/Length 0.3212 4.4054 4.4054 4.4054 1.6920 (H /L) ^3 0.0331 85.4983 85.4983 85.4983 4.8443 Rel. Defl 0.0923 9.1402 9.1402 9.1402 0.9186 Sum Rigidity 12,251.60 Rigidity = .001 /Deft 10834.718 109.406 109.406 109.406 1,088.661 % Force to Pier 0.88 0.01 0.01 0.01 0.09 Shear to Pier 29.316 k 0.296 k 0.296 k 0.296 k 2.946 k Relative Defl * 10 ^5 0.00 in 0.00 in 0.00 in 0.00 in 0.00 in M / (V *Depth) 0.178 2.447 2.447 2.447 0.940 Em 1350,000.0 1350,000.0 1350,000.0 1350,000.0 1350,000.0 psi Ev 540,000.0 540,000.0 540,000.0 540,000.0 540,000.0 psi Shear Reinforcing... fv= V /(12 *est *jd) Fv: w/o Reinf. Fv: w/ Reinf. Horiz. Shear Av Req'd Bending Reinforcing... Moment @ End "d" to tension As Bending As Req'd Pier #1 Pier #2 Pier #3 Pier #4 Pier #5 18.19 psi 2.52 psi 2.52 psi 2.52 psi 9.63 psi 32.81 psi 23.28 psi 23.28 psi 23.28 psi 25.07 psi 49.21 psi 38.63 psi 38.63 psi 38.63 psi 39.41 psi Not Req'd in ^2 /ft Not Req'd in ^2 /ft Not Req'd in ^2 /ft Not Req'd in ^2 /ft Not Req'd in ^2 /ft 215.03 k -ft 2.17 k -ft 2.17 k -ft 41.10 ft 3.00 ft 3.00 ft 0.16 in2 0.02 in2 0.02 in2 2.17 k -ft 21.61 k -ft 3.00 ft 7.80 ft 0.02 in2 0.16 in2 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title blo informatio Rev: 580000 User: KW- 0600455, Ver 5.8.0, 1- Dec -2003 Ic11983 -2 003 ENERCALC Engineering Software Description AppleBee's: Rexburg, Idaho 206388 actual Side Wall (15 -19) General Information TI Total Lateral Force 31.80 k Seismic Zone 3 Load Duration Factor 1.33 Shear Pier Data Shear Loading @ 1.5 x Code Ref: ACI 530 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Moduli: Em = fm * 900.00 Moduli: Ev = Em * 0.40 Shear Reinforcing... Pier #1 Pier #2 Pier #3 Pier #4 Pier #5 Pier Height 14.67 ft 14.67 ft 14.67 ft 14.67 ft 14.67 ft Pier Length 12.67 ft 3.33 ft 3.33 ft 6.67 ft 38.33 ft Wall Thickness 8 in 8 in 8 in 8 in 8 in "j": Depth Mult. 0.90 0.90 0.90 0.90 0.90 Pier Fixity Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix fm 1,500 psi 1,500 psi 1,500 psi 1,500 psi 1,500 psi Fs 24,000 psi 24,000 psi 24,000 psi 24,000 psi 24,000 psi Sp Insp No No No No No Grout Spacing 32 in 32 in 32 in 32 in 32 in Shear Reinforcing... Pier #1 Pier #2 Pier #3 Pier #4 Pier #5 Height/Length 1.1579 4.4054 4.4054 2.1994 0.3827 (H/L)-3 1.5522 85.4983 85.4983 10.6393 0.0561 Rel. Defl 0.4654 9.1402 9.1402 1.5961 0.1115 Sum Rigidity 11,962.50 Not Req'd in ^2 /ft Not Req'd in ^2 /ft Not Req'd in ^2 /ft Not Req'd in ^2 /ft Rigidity = .001 /Deft 2,148.909 109.406 109.406 626.541 8,968.241 % Force to Pier 0.18 0.01 0.01 0.05 0.75 Shear to Pier 5.712 k 0.291 k 0.291 k 1.666 k 23.840 k Relative DO * 10 ^5 0.00 in 0.00 in 0.00 in 0.00 in 0.00 in M / (V "Depth) 0.643 2.447 2.447 1.222 0.213 Em 1350,000.0 1350,000.0 1350,000.0 1350,000.0 1350,000.0 psi Ev 540,000.0 540,000.0 540,000.0 540.000.0 San nnn n nci Shear Reinforcing... Pier #1 Pier #2 Pier #3 Pier #4 Pier #5 fv= V /(12 *est *jd) 12.78 psi 2.48 psi 2.48 psi 7.08 psi 17.63 psi Fv: w/o Reinf. 28.82 psi 23.28 psi 23.28 psi 23.28 psi 32.52 psi Fv: w/ Reinf. 43.23 psi 38.63 psi 38.63 psi 38.63 psi 48.77 psi Horiz. Shear Av Req'd Not Req'd in ^2 /ft Not Req'd in ^2 /ft Not Req'd in ^2 /ft Not Req'd in ^2 /ft Not Req'd in ^2 /ft Bending Reinforcing... Moment @ End 41.90 k -ft 2.13 k -ft 2.13 k -ft 12.22 k -ft 174.87 k -ft "d" to tension As 11.40 ft 3.00 ft 3.00 ft 6.00 ft 34.50 ft Bending As Req'd 0.12 in2 0.02 in2 0.02 in2 0.06 in2 0.12 in2 Title: Dsgnr: Description Scope Masonry P ier A & Design Job # 13)2 Date: 10:07AM, 20 JUL 06 Page 1 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. - --- - - - - -- - - - - -- - - - - -- - - Rev: - 580000 I User: KW- 0600455, ver 5.8.0. 1- Dec -2003 Title : Dsgnr. Description Scope : M asonr y Pier Analysis & Design Page 1 Description AppleBee's: Rexburg, Idaho 206388 Shear Loading @ 1.5 x actual Back Wall (20 -22) General In Pier #1 Pier #2 Pier #3 Height/Length 5.4944 0.7335 Code Ref: ACI 530 -02, 1997 UBC 2003 IBC, 2003 NFPA 5000 Lateral ##.#### 52.95 k Moduli. Em fm 900.00 Seismic Zone 16.8842 3 Moduli: Ev = Em * 0.40 Load Duration Factor 10,953.22 1.33 38.63 psi Shear Pier Data -- - - - - -- ---- - - - - -- - -. - -- ---- ._ - - -- % Force to Pier Pier #1 Pier #2 Pier #3 Pier Height 14.67 ft 14.67 ft 14.67 ft Pier Length 2.67 ft 20.00 ft 29.67 ft Wall Thickness 8 in 8 in 8 in "j" : Depth Mult. 0.90 0.90 0.90 Pier Fixity Fix -Fix Fix -Fix Fix -Fix fm 1,500 psi 1,500 psi 1,500 psi Fs 24,000 psi 24,000 psi 24,000 psi Sp Insp No No No Grout Spacing 32 in 32 in 32 in Job #, Date: 10:08AM, 20 JUL 06 Pier #1 Pier #2 Pier #3 Height/Length 5.4944 0.7335 0.4944 (H /L) ^3 ##.#### 0.3946 0.1209 Rel. DO 16.8842 0.2403 0.1485 Sum Rigidity 10,953.22 Fv: w/ Reinf. 38.63 psi Rigidity = .001 /Deft 59.227 4,161.626 6,732.362 % Force to Pier 0.01 0.38 0.61 Shear to Pier 0.286 k 20.118 k 32.546 k Relative Dell * 10 ^5 0.00 in 0.00 in 0.00 in M / (V *Depth) 3.052 0.408 0.275 Em 1350, 000.0 1350, 000.0 1350, 000.0 psi Ev 540,000.0 540,000.0 540,000.0 ns i Job #, Date: 10:08AM, 20 JUL 06 Summary Shear Reinforcing... Pier #1 Pier #2 Pier #3 fv= V /(12 *est *jd) 3.04 psi 28.51 psi 31.09 psi Fv: w/o Reint 23.28 psi 30.84 psi 31.98 psi Fv: w/ Reinf. 38.63 psi 46.26 psi 47.97 psi Horiz. Shear Av Req'd Not Req'd in ^2 /ft Not Req'd in "2 /ft Not Req'd in ^2 /ft Bending Reinforcing... Moment @ End 2.10 k -ft 147.57 k -ft 238.72 k -ft "d" to tension As 2.40 ft 18.00 ft 26.70 ft Bending As Req'd 0.03 in2 0.26 in2 0.28 in2 Job #, Date: 10:08AM, 20 JUL 06 e Tb specify your title block on Title these five lines, use the SETTINGS Dsgnr: main menu selection, choose the Description Printing & Title Block tab, and ent Scope your title block information. Rev 5 - - - - - -- - -- -- - Rev: 580000 - -- ------------------- User: 3-2 0 3 EN EE, . 5.8.0, eerinq Sof Masonry Pier Analysis & Design (c)1983 - 2003 ENERCALC Engine ering Software - ___ Description AppleBee's: Rexburg, Idaho 206388 actual Front Wall (6 -9 11, 12, 14) Shear Loading @ 1.5 x Gen eral Information Total Lateral Force Seismic Zone Load Duration Factor Pier #1 19.20 k 3 1.33 Code Ref: ACI 530 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Moduli: Em = fm * 900.00 Moduli: Ev = Em * 0.40 S hear Pier Data Pier #5 Height/Length 2.4450 - -- -_ - -- - 2.4450 Pier #1 Pier #2 Pier #3 Pier #4 Pier #5 Pier Height 14.67 ft 14.67 ft 14.67 ft 14.67 ft 14.67 ft Pier Length 6.00 ft 3.33 ft 6.66 ft 6.00 ft 9.00 ft Wall Thickness 8 in 8 in 8 in 8 in 8 in "j": Depth Mult. 0.90 0.90 0.90 0.90 0.90 Pier Fixity Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix fm 1,500 psi 1,500 psi 1,500 psi 1,500 psi 1,500 psi Fs 24,000 psi 24,000 psi 24,000 psi 24,000 psi 24,000 psi Sp Insp No No No No No Grout Spacing 32 in 32 in 32 in 32 in 32 in Shear Reinforcin g... Pier #1 Pier #2 Pier #3 Pier #4 Pier #5 Height/Length 2.4450 4.4054 2.2027 2.4450 1.6300 (H /L) 11 3 14.6163 85.4983 10.6873 14.6163 4.3307 Rel. Defl 2.0325 9.1402 1.6014 2.0325 0.8538 Sum Rigidity 2,889.12 Not Req'd in ^2 /ft Not Req'd inA21ft Not Req'd in ^2 /ft Not Req'd in ^2 /ft Rigidity = .001 /Defl 491.999 109.406 624.444 491.999 1,171.272 % Force to Pier 0.17 0.04 0.22 0.17 0.41 Shear to Pier 3.270 k 0.727 k 4.150 k 3.270 k 7.784 k Relative Defl * 10 ^5 0.00 in 0.00 in 0.00 in 0.00 in 0.00 in M /(V *Depth) 1.358 2.447 1.224 1.358 0.906 Em 1350,000.0 1350,000.0 1350,000.0 1350,000.0 1350,000.0 psi Ev 540,000.0 540,000.0 540,000.0 540.000.0 r14n nnn n nci Shear Reinforcin g... Pier #1 Pier #2 Pier #3 Pier #4 Pier #5 fv= V /(12 *est *jd) 15.45 psi 6.19 psi 17.66 psi 15.45 psi 24.51 psi Fv: w/o Reinf. 23.28 psi 23.28 psi 23.28 psi 23.28 psi 26.10 psi Fv: w/ Reinf. 38.63 psi 38.63 psi 38.63 psi 38.63 psi 39.85 psi Horiz. Shear Av Req'd Not Req'd in ^2 /ft Not Req'd in ^2 /ft Not Req'd inA21ft Not Req'd in ^2 /ft Not Req'd in ^2 /ft Bending Reinforcing... Moment @ End 23.98 k -ft 5.33 k -ft 30.44 k -ft 23.98 k -ft 57.09 k -ft "d" to tension As 5.40 ft 3.00 ft 5.99 ft 5.40 ft 8.10 ft Bending As Req'd 0.14 in2 0.06 in2 0.16 in2 0.14 in2 0.14 in2 Job # P.> 14 Date: 10:18AM, 20 JUL 06 Page 1 i To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block inf Rev: 580000 User: KW- 0600455, Ver 5.8.0, 1- Dec -2003 1c11983 -2003 ENERCALC Engineering Software Description AppleBee's: Rexburg, ID 206388 General Information Total Lateral Force 22.10 k Seismic Zone 3 Load Duration Factor 1.33 Shear Pier Data '5 t06 r--At'u o - Code Ref: ACI 530 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Moduli: Em = fm * 900.00 Moduli: Ev = Em * 0.40 /) Analysis Data Pier #1 Pier #2 Pier 7 4 3 Pier #4 Pier #5 Pier Height 14.67 ft 14.67 ft 14.67 ft 14.67 ft 14.67 ft Pier Length 45.67 ft 3.33 ft 3.33 ft 3.33 ft 8.67 ft Wall Thickness 8 in 8 in 8 in 8 in 8 in "j" : Depth Mult. 0.90 0.90 0.90 0.90 0.90 Pier Fixity Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix fm 1,500 psi 1,500 psi 1,500 psi 1,500 psi 1,500 psi Fs 24,000 psi 24,000 psi 24,000 psi 24,000 psi 24,000 psi Spinsp Yes Yes Yes Yes Yes Grout Spacing 32 in 32 in 32 in 32 in 32 in /) Analysis Data Pier #1 Pier #2 Pier #3 Pier #4 Pier #5 fv= V /(12 *est *jd) Pier #1 Pier #2 Pier #3 Pier #4 Pier #5 Height/Length 0.3212 4.4054 4.4054 4.4054 1.6920 (H /L) "3 0.0331 85.4983 85.4983 85.4983 4.8443 Rel. DO 0.0923 9.1402 9.1402 9.1402 0.9186 Sum Rigidity 12,251.60 Rigidity = .001 /Deft 10834.718 109.406 109.406 109.406 1,088.661 % Force to Pier 0.88 0.01 0.01 0.01 0.09 Shear to Pier 19.544 k 0.197 k 0.197 k 0.197 k 1.964 k Relative DO * 10 ^5 0.00 in 0.00 in 0.00 in 0.00 in 0.00 in M / (V *Depth) 0.178 2.447 2.447 2.447 0.940 Em 1350,000.0 1350,000.0 1350,000.0 1350,000.0 1350,000.0 psi Ev 540,000.0 540,000.0 540,000.0 540.000.0 540 -000 -0 osi Shear Reinforcing... Pier #1 Pier #2 Pier #3 Pier #4 Pier #5 fv= V /(12 *est *jd) 12.13 psi 1.68 psi 1.68 psi 1.68 psi 6.42 psi Fv: w/o Reinf. 65.62 psi 46.55 psi 46.55 psi 46.55 psi 50.14 psi Fv: w/ Reinf. 98.43 psi 77.27 psi 77.27 psi 77.27 psi 78.81 psi Horiz. Shear Av Req'd Not Req'd in ^2 /ft Not Req'd in ^2 /ft Not Req'd in ^2 /ft Not Req'd in ^2 /ft Not Req'd in ^2 /ft Bending Reinforcing... Moment @ End 143.36 k -ft 1.45 k -ft 1.45 k -ft 1.45 k -ft 14.40 k -ft "d" to tension As 41.10 ft 3.00 ft 3.00 ft 3.00 ft 7.80 ft Bending As Req'd 0.11 in2 0.02 in2 0.02 in2 0.02 in2 0.11 in2 Title : Dsgnr: Description Scope Masonry Pier Analysis & Design Job # Date: 4:50PM, 18 JUL 06 Page 1 d To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block in forma tio n. Rev: 580000 - user: KW- 0600455, ver 5.8.0, 1- Dec -2003 ( L O - 1983 199- 3 ENERCALC Engineering Software Description AppleBee's: Rexburg, ID 206388 (sidewall - 15 thru 19) Genera Inf o rate oe i Pier #2 Code Ref: ACI 99 2003 IBC 2003 NFPA 5000 Tota at Fo Pier #5 21.20 k 1.1579 � od 0 ul ' = fmC* 900.00 Seismic Zone 0.3827 3 1.5522 Moduli: Ev = Em * 0.40 Load Duration Factor 0.0561 1.33 0.4654 9.1402 9.1402 Shear Pier Data 0.1115 Sum Rigidity 11,962.50 38.63 psi - -- -- 38.63 psi Pier #1 Pier #2 Pier #3 Pier #4 Pier #5 Pier Height 14.67 ft 14.67 ft 14.67 ft 14.67 ft 14.67 ft Pier Length 12.67 ft 3.33 ft 3.33 ft 6.67 ft 38.33 ft Wall Thickness 8 in 8 in 8 in 8 in 8 in "j": Depth Mult. 0.90 0.90 0.90 0.90 0.90 Pier Fixity Fix -Fix Fix -Fix Fix -Fix Fix -Fix Fix -Fix fm 1,500 psi 1,500 psi 1,500 psi 1,500 psi 1,500 psi Fs 24,000 psi 24,000 psi 24,000 psi 24,000 psi 24,000 psi Spinsp No No No No No Grout Spacing 32 in 32 in 32 in 32 in 32 in Title : Dsgnr: Description Scope : Masonry Pier Analysis & Design Page 1 Job # 014 Date: 4:56PM, 18 JUL 06 Pier #1 Pier #2 Pier #3 Pier #4 Pier #5 Height/Length 1.1579 4.4054 4.4054 2.1994 0.3827 (H /L) ^3 1.5522 85.4983 85.4983 10.6393 0.0561 Rel. Defl 0.4654 9.1402 9.1402 1.5961 0.1115 Sum Rigidity 11,962.50 38.63 psi 38.63 psi 38.63 psi 48.77 psi Rigidity = .001 /Deft 2,148.909 109.406 109.406 626.541 8,968.241 % Force to Pier 0.18 0.01 0.01 0.05 0.75 Shear to Pier 3.808 k 0.194 k 0.194 k 1.110 k 15.894 k Relative Deft * 10 "5 0.00 in 0.00 in 0.00 in 0.00 in 0.00 in M / (V *Depth) 0.643 2.447 2.447 1.222 0.213 Em 1350,000.0 1350,000.0 1350,000.0 1350,000.0 1350,000.0 psi Ev 540,000.0 540,000.0 540,000.0 540.000.0 5400000 nsi Title : Dsgnr: Description Scope : Masonry Pier Analysis & Design Page 1 Job # 014 Date: 4:56PM, 18 JUL 06 Summary Shear Reinforcing... Pier #1 Pier #2 Pier #3 Pier #4 Pier #5 fv= V /(12 *est *jd) 8.52 psi 1.65 psi 1.65 psi 4.72 psi 11.75 psi Fv: w/o Reinf. 28.82 psi 23.28 psi 23.28 psi 23.28 psi 32.52 psi Fv: w/ Reinf. 43.23 psi 38.63 psi 38.63 psi 38.63 psi 48.77 psi Horiz. Shear Av Req'd Not Req'd in ^2 /ft Not Req'd in ^2 /ft Not Req'd in ^2 /ft Not Req'd in "2 /ft Not Req'd in ^2 /ft Bending Reinforcing... Moment @ End 27.93 k -ft 1.42 k -ft 1.42 k -ft 8.14 k -ft 116.58 k -ft "d" to tension As 11.40 ft 3.00 ft 3.00 ft 6.00 ft 34.50 ft Bending As Req'd 0.08 in2 0.01 in2 0.01 in2 0.04 in2 0.08 in2 Title : Dsgnr: Description Scope : Masonry Pier Analysis & Design Page 1 Job # 014 Date: 4:56PM, 18 JUL 06 Shear Reinforcing... Pier #1 Pier #2 J To specify your title block on 2.03 psi Title : Job # these five lines, use the SETTINGS 23.28 psi Dsgnr: Date: 4:57PM, 18 JUL 06 main menu selection, choose the 38.63 psi Description 47.97 psi Printing & Title Block tab, and ent Not Req'd in ^2 /ft Not Req'd in ^2 /ft Not Req'd in ^2 /ft your title block information. Scope s80o00 --------------- -------- - - - - -- -------------------------------- 98.38 k -ft 159.15 k -ft Rev: User: 0 003 2.40 ft 18.00 ft - - - - -- 1 3-2 ENE , RC ALC,Eng. .0, jt So ftware Masonry Pier Analysis & Design G1983 -23 ENEALC ineg Software Page Description AppleBee's: Rexburg, ID 206388 (backwall - 20 thru 22) 0.19 in2 General Information Code Ref: ACI 530 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Total Lateral Force 35.30 k Moduli: Em = fm " 900.00 Seismic Zone 3 Moduli: Ev = Em * 0.40 Load Duration Factor 1.33 Shear Pier Data -- ------ - - - - -- - - -- - Pier #1 Pier #2 Pier #3 Pier Height 14.67 ft 14.67 ft 14.67 ft Pier Length 2.67 ft 20.00 ft 29.67 ft Wall Thickness 8 in 8 in 8 in "j" : Depth Mult. 0.90 0.90 0.90 Pier Fixity Fix -Fix Fix -Fix Fix -Fix fm 1,500 psi 1,500 psi 1,500 psi Fs 24,000 psi 24,000 psi 24,000 psi Sp Insp No No No Grout Spacing 32 in 32 in 32 in I Analysis Data - 1 Pier #1 Pier #2 Pier #3 Height/Length 5.4944 0.7335 0.4944 (H /L) "3 ##.# ### 0.3946 0.1209 Rel. Defl 16.8842 0.2403 0.1485 Sum Rigidity 10,953.22 Rigidity = .001 /Deft 59.227 4,161.626 6,732.362 % Force to Pier 0.01 0.38 0.61 Shear to Pier 0.191 k 13.412 k 21.697 k Relative DO ' 10 ^5 0.00 in 0.00 in 0.00 in M / (V "Depth) 3.052 0.408 0.275 Em 1350,000.0 1350,000.0 1350,000.0 psi Ev 540,000.0 540,000.0 540,000.0 nsi Shear Reinforcing... Pier #1 Pier #2 Pier #3 fv= V /(12'est'jd) 2.03 psi 19.01 psi 20.73 psi Fv: w/o Reinf. 23.28 psi 30.84 psi 31.98 psi Fv: w/ Reinf. 38.63 psi 46.26 psi 47.97 psi Horiz. Shear Av Req'd Not Req'd in ^2 /ft Not Req'd in ^2 /ft Not Req'd in ^2 /ft Bending Reinforcing... Moment @ End 1.40 k -ft 98.38 k -ft 159.15 k -ft "d" to tension As 2.40 ft 18.00 ft 26.70 ft Bending As Req'd 0.02 in2 0.17 in2 0.19 in2 r W. SEAL & ASSOC., INC. Consulting Engineers 1015 W. Broadway Fort Worth, Texas 76104 p (817) 332 -1944 � AIG�eV Fax (817) 3 368620 ! Brand Registered in Tarrant County n 1 PROJECT: / \; ` j� r- : Ft—'V DcA NO 3 $4a DATE I' i6 G PAGE G I RE:_ 'SNQ% - IDM 1% ENGR: CHK: JZ L.o pm> ( b.bv caVTt&,aL IDvzIr•I;,. 6A L--5 : 5'� e 1.51 �3 �b6 "ou Pn• 4 e A 1. � r NEAL & ASSOC., INC. Consulting Engineers 1015 W. Broadway Fort Worth, Texas 76104 (817) 332 -1944 �►����� Fax (817) 336 -8620 Brand Registered in Tarrant County L oF\os 4 V6 l IZA Fi' oN -5 � 4" -IPA N 43.3v psf '10 pzF noW lw n, f . Snow WILA CTt � Tf ia� Y t►�.cmA' c 1 PROJECT: /' [� � hp� ����NA(� , T NO: Z..( -•�g� DATE 7 / 17 b� PAGE �Z Fq ENGR: �C� CHK: 3 --*7,?,* J -11 2 - Swop 4,JD+Ti8A1 `,,s f -a ^' /� ��,{ • 5 IAN (3 -5���� /V*T,=- : ,J/ 2 5 4 v � jt1 rJ Af at. jo 73A PIA. GA - t Pket -54i5m)l- OM, SH&& 3 4PT * /,ri psi" - ^JZT ) 64f 5 1 09 44P 3 ?1 ' %/4 s s 1 vs LA r = 353 m1 r l e 0 n,-VjViZ 4.�s - ::Yfm r IJ 12 7E1- — 510- 2 Lo FS I-1/r 137 ,erf, eA Sp- `5- S" P-65- La p I 7�lL �l�-EW S (st OGLgI�� /O aj - ! ' L t r 445e- 9 '2-0) PROJECT: NO DATE PAGE G '� RE: V..CF r1L.k:z: ENGR: KG CHK: ?1A=j-11"ZC-A— LIA"Z01 - LST2!n6 VF Lo wQ s c-A5I. T 0 LAS AY6 bvw o r\ fir- fo' k "On's tAA IS. M Ail, W. NEAL & ASSOC., INC. Consulting Engineers 1015 W. Broadway Fort Worth, Texas 76104 7 1 Fax (817) 3698620 e % g.com - Brand Registered in Tarrant county 1 :. � y � �` �. S'(2• •ro - rt.,o) •�- 28'g :''✓j,�..,� = - Q2.�8C1� � .. •132 �l� 3 !; �6 -- /S (. 2-d 4, -- - 1 2.57 " 4k r Cr'LO ,1�:. s (,M wzrtrr�r c - A/ - Z 6 3 5 • s-7-7 24 ff F, w L OA05, im4ft' -'- . 2 SS �2') • 57z° L S r- Te. . ��`116 0.5 f � , 5Y74rz /." ) 1. •X13 .std. tz 3) /. 4bS N7 T� R S`►•P -r �080� A. cr[ I ' i W. NEAL & ASSOC., INC. Consulting Engineers 1.015 W. Broadway Fort Worth, Texas 76104 (817) 332 -1944 �► Fa (817) 3 Mt —ON . Brand Registered in Tarrant County PROJECT („L � S I I t �b I NO: Z-4Q(03 8 DATE a PAGE &_ RE:_ ra-i_ ENGR: Ic c� CHK: -T`1V. t t1- f�Lc C(-3< :,. - nz-► 13 S . v-) " L jj.z' 1- .10 . o X15 (S •�1� � 2 ��Aw N�• T CG 1 � •'� 22.08 F6x _ a /. K5J .N e . S env 0.25 .�-- . s ►� (NP -vr J 1 2 3,55 GIOX �S'►3 x 23.gs'C►z�/ r 0.13 o (! �I:j "az.'L IF" / p N /� 4ew as P pv c le _ .,- (l1.% 4 , /l,rr �95� 7" Gt2r�S IM ti �• / Did s SEAL & ASSOC., INC. Consulting Engineers 1015 W. Broadway Fort Worth, Texas 76104 (817) 332 -1944 I1�� Fax 8117) 336 -8620 I�7 • Brand Registered iii Tarrant County fwna t PROJECT: NO: 2,.(. • j 84!, DATE PAGE_ (�45r_ RE: ___- ENGR: KG CHK: Arw"S $ I )) "n C.T LLvz�'(y 1vY37 X ��� �LLH� TRANS AD 6-M : 3x 3x Gnu/ <�►��) t � <�'3� /Z): s3.3 V ( s:zz /Zj t 1 pll n.* -+fr 2&.415 ! 1 -61 A nrt, , / f*YU 'SHeaN 4 — 2(2[c.c) ^• 533 SHe" --) 2(3�r') -730 —(5 r T45 In3(l�/,�) Mot ` - �9 , 411 ^ End O�bT 1'33 .� c1 od r� .. 12�J0 � .-z+5 + . 981 >/e? Airr G K• '�_" * `y - .3 k Am W.0 Z f s 14 .04 �► ffiil — dGFS s . 0(739 < QIe' � G . Zc 7 (3) . sw L -4"Irr 'S i2 (.I L c1/4- -- . P7 s1 r . �i %tlr3 4.1 mss►► < 27 ts✓ °� �^'T s W. NEAL & ASSOC. INC. Consulting Engineers 1015 W. Broadway Fort Worth, Texas 76104 �zt fw n (817) 332 -1944 V f; % %N Fax 8a- eng.c 20 om fw Y Brand Registered in Tarrant County L< �Z- r S' •Tlz� f3 "' S • 1 PROJECT : — �y?c��,�,L � 9 L�(�?Sp - 1 —� 140: DATE PAGE CGv RE: V" ENGR: V V CHK: Lj . o�� t� �• �� - . i ac,c. . oc.o (4'1�� = •'j 1`3 0 %s = 11, 3VA T� c c.,x � °•� 5•oCo A-. � 7'v wa w / 2" . &f3 (ml-2) -.45 4'kto X 34,h 'E'-U ps-w Y.� x S'X4p t NEAL & ASSOC., INC. Consulting Engineers 1015 W. Broadway Fort Worth, Texas 76104 (817) 332 -1944 �►����� Fax 336 -8620 Brand Registered in Tarrant County W o Ob PI F �n�S J -T �L= • X35 �'z� It. � � rl ,,�> 8 4 5o psi 'p 1 PROJECT: rJpL(� 1 s d"Tw is N0: V$ DATE 7 ts� 8 0� _ PAGE RE: ENGR: K G CHK: RA fTQ-, LA r- r$ D A1 L-. Sypn 0 -• lo -1c LA S L 4' `TvLI rt Lv/ 3 - 2x)0 Se. f 31 - Ti I ~ &'ve4- ,-) —2 • • 3 - 2x ►� D� LASE- FLA B. - u �,, r� �• -� .-3 P r� a4�tA : 11D x 1 S�a4 l X13 Ll Win r6 X375 VAL kA 60rjN9 Td C R- � f - /4k 4 - ) -2 !� x 3,k Cm t3f.�O ( s W. SEAL & ASSOC., INC. Consulting Engineers 1015 W. Broadway Fort Worth, Texas 76104 yf/r (817) 332 -1944 Fax 81 336 -8620 fw • Brand Registered in Tarrant County ^� 1 PROJECT: ,,,tom ISIS t I Ls X'( DATE PAGE (.,o RE: F•^• • ENGR: �+ G CH S1 Ca L 4-L -r)-z U ( I � l �1,z � 2) A�-% sF Fie r V IM VW NEAL & ASSOC., INC. Consulting Engineers 1015 W. Broadway Fort Worth, Texas 76104 (817) 332 -1944 Fax (817) 336 -8620 fwna- eng.com • Brand Registered in Tarrant County )>16Z 1-1/ win , V=) 4," "2t 61rir�,r^► �,��� I PROJECT: S s NO: IA4- DATE PAGE D RE: ENGR: CHK: p/&," , 19mo 12 . S 3.84 " /Pr 41 ✓f, /3 4.1 / FC L✓I r cl p1 AM L7' Tyne S ov 3 33 WQ� 'e-Ff w, Viiao✓�aL� w► ry a7r„35 Pe I f nz . VS-7-0 : /-aAO RF t .0 3S C��•G�1(G°'l�� L // 120"` .0fa ( 6 ms' 2. .: � z� .55I t q-tt� v N Z f To specify your title block on Title : these five lines, use the SETTINGS Dsgnr: main menu selection, choose the Description Printing & Title Block tab, and ent Scope: your title block information. Rev: 580000 -� User: KW- 0600455, Ver 5.8.0. 1- Dec -2003 Masonry Wall Design (c)1983 -200 ENERCALC Engineering Software Job # Date: 10:24AM, 19 JUL 06 P 2 Page 1 Description AppleBee's: Rexburg, ID 206388 3' -4" "pier" btwn General Information --- - - Code Ref: ACI 530 -02 Wall Height 14.67 ft Seismic Factor 0.0000 fm 1,500.0 psi Parapet Height 4.00 ft Calc of Em = fm " 900.00 Fs 24,000.0 psi Duration Factor Thickness 8.0 in Wall Wt Mult. 1.000 1.000 Special Inspection Grout @ Rebar Only Rebar Size 5 Medium Weight Block Rebar Spacing 8 in Equivalent Depth to Rebar 5.250 in @ Edge Solid Thickness 7.600 in Loads - _ _. Uniform Load Concentric Axial Load Wind Load 64.000 psf Dead Load 3,840.000 #/ft Dead Load 0.000 #/ft Live Load 4,120.000 #/ft Live Load 0.000 #/ft Load Eccentricity 0.000 in Roof load Roof Load Design Values E 1,350,000 psi Rebar Area 0.465 in2 np 0.15855 j 0.85785 n: Es/Em 21.481 Radius of Gyration 2.205 in k 0.42646 2 / kj 5.46686 Wall Weight 78.000 psf Moment of Inertia 443.320 in4 Max Allow Axial Stress = 0.25 fm (1- (h/140r) ^2) " Spinsp 253.02 psi Allow Masonry Bending Stress = 0.33 fm' Spinsp = 495.00 psi Allow Steel Bending Stress = 24,00 psi Load Combination & Stress Details Summary Axial A Bending Stresses Axial Moment Load Steel Masonry Compression Top of Wall in-# Ibs psi psi psi DL + LL 0.0 8,272.0 0.0 0.0 90.70 DL + LL + Wind 6,144.0 4,152.0 DL + LL + Seismic 2,933.8 101.6 45.53 0.0 4,152.0 0.0 0.0 45.53 Between Base & Top of Wall DL + LL 0.0 8,844.1 0.0 0.0 96.98 DL + LL + Wind 17,701.6 4,724.1 8,452.6 292.6 51.80 DL + LL + Seismic 0.0 4,724.1 0.0 0.0 51.80 Summary 14.67ft high wall with 4.00ft parapet, Med Wt Block w/ 8.00in wall w/ #5 bars at 8.00ino.c. at edge Max. Bending Compressive Stress ......... 344.38 OK Allowable .................... 495.00 OK Max. Axial Only Compressive Stress ......... 96.98 psi Allowable .......... 253.02 OK Max Steel Bending Stress .............. 8,452.61 psi Allowable .......... 24,000.00 OK To specify your title block on Title : Job # V_? these five lines, use the SETTINGS Dsgnr: Date: 10:24AM, 19 JUL 06 main menu selection, choose the Description Printing & Title Block tab, and ent Scope your title block information. Rev sa0000 User. KW- 0600455, ver s 8.0, 1 -Dec 2003 Mare Masonry Wall Desi Page 2 fc)198 -2003 ENERCALC Engineerin Sof iuT7T ix�n Description AppleBee's: Rexburg, ID 206388 3' -4" "pier" btwn Final Loads & Moments Wall Weight moment @ Mid Ht 884.13 Ibs Wind Moment @ Mid Ht 17,702.24 in -# Seismic Moment @ Mid Ht 0.00 in-# Dead Load Moment @ Top of Wall 0.00 in -# Dead Load Moment @ Mid Ht 0.00 in -# Total Dead Load 3,840.00 Ibs Live Load Moment @Top of Wall 0.00 in -# Total Live Load 4,120.00 Ibs Livel-oad Moment @ Mid Ht 0.00 in-# Maximum Allow Moment for Applied Axial Load = 29,947.96 in Maximum Allow Axial Load for Applied Moment = 23,075.76 Ibs ti To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev. 580000 User: KW- 0600455, Ver 5.8.0, 1 -Dec -2003 (c)1983.2003 ENERC8LC En ineerin Software Description AppleBee's: Rexburg, ID 206388 General Information Wall Height 14.67 ft Seismic Factor Parapet Height 4.00 ft Calc of Em = fm Duration Factor "pier" btwn Code Ref: ACI 530 -02 0.0000 fm 1,500.0 psi 900.00 Fs 24,000.0 psi 1 000 Special Ins ection Thickness 8.0 in Wall Wt Mult. 1.000 Grout @ Rebar Only Rebar Size 7 Axial Medium Weight Block Rebar Spacing 8 in Load Equivalent Depth to Rebar 3.810 in @ Center Compression Solid Thickness 7.600 in Loads Ibs Uniform Load Concentric Axial Load psi Wind Load 64.000 psf Dead Load 3,840.000 #/ft Dead Load 0.000 #/ft 0.0 Live Load 4,120.000 #/ft Live Load 0.000 #/ft DL + LL + Wind Load Eccentricity 0.000 in Roof Load 4,152.0 2,229.8 Roof Load 45.53 DL + LL + Seismic Design Values 4,152.0 0.0 0.0 45.53 E 1,350,000 psi Rebar Area 0.900 in2 np 0.42286 j 0.80356 n: Es/Ern 21.481 Radius of Gyration 2.205 in k 0.58933 2 / kj 4.22332 Wall Weight 78.000 psf Moment of Inertia 443.320 in4 8,844.1 Max Allow Axial Stress = 0.25 fm (1- (h /140r) ^2) * Spinsp 253.02 psi 96.98 Allow Masonry Bending Stress = 0.33 fm * Spinsp = 495.00 psi 4,724.1 Al low Steel Bending Stress = 24,000.00 psi 51.80 Load Combination & Stress Details Summary 0.0 y SurrimaN 14.67ft high wall with 4.00ft parapet, Med Wt Block w/ 8.00in wall w/ #7 bars at 8.00ino.c. at center Max. Bending Compressive Stress ......... Allowable .................... Max. Axial Only Compressive Stress ......... Allowable .......... Max Steel Bending Stress ............. Allowable .......... Title : Dsgnr: Description Job # Date: 10:01AM. 19 JUL 06 Scope: Masonry Wa ll Design D4 Page 1 480.97 OK 495.00 OK 96.98 psi 253.02 OK 6,424.34 psi 24,000.00 OK Axial Bending Stresses Axial Moment Load Steel Masonry Compression Top of Wall in-# Ibs psi psi psi DL + LL 0.0 8,272.0 0.0 0.0 90.70 DL + LL + Wind 6,144.0 4,152.0 2,229.8 149.0 45.53 DL + LL + Seismic 0.0 4,152.0 0.0 0.0 45.53 Between Base & Top of Wall DL + LL 0.0 8,844.1 0.0 0.0 96.98 DL + LL + Wind 17,701.6 4,724.1 6,424.3 429.2 51.80 DL + LL + Seismic 0.0 4,724.1 0.0 0.0 51.80 SurrimaN 14.67ft high wall with 4.00ft parapet, Med Wt Block w/ 8.00in wall w/ #7 bars at 8.00ino.c. at center Max. Bending Compressive Stress ......... Allowable .................... Max. Axial Only Compressive Stress ......... Allowable .......... Max Steel Bending Stress ............. Allowable .......... Title : Dsgnr: Description Job # Date: 10:01AM. 19 JUL 06 Scope: Masonry Wa ll Design D4 Page 1 480.97 OK 495.00 OK 96.98 psi 253.02 OK 6,424.34 psi 24,000.00 OK To specify your title block on Title : .lob # these five lines, use the SETTINGS Dsgnr: Date: 10:01AM, 19 JUL 06 main menu selection, choose the Description Printing & Title Block tab, and ent your title block information. Scope: Rev sa0000 User. 0 , Ver 5.8.0, Dec Ic11993-2 3 Masonry Wall Design Page 2 -2003 ENE ENERCALC Engin2er1n ESOf Software Description AppleBee's: Rexburg, ID 206388 3' -4" "pier" btwn Final Loads & Moments Wall Weight moment @ Mid Ht 884.13 Ibs Wind Moment @ Mid Ht 17,702.24 in-# Seismic Moment @ Mid Ht 0.00 in-# Dead Load Moment @Top of Wall 0.00 in -# Dead Load Moment @ Mid Ht 0.00 in-# Total Dead Load 3,840.00 Ibs Live Load Moment @Top of Wall 0.00 in-# Total Live Load 4,120.00 Ibs LiveLoad Moment @ Mid Ht 0.00 in-# Maximum Allow Moment for Applied Axial Load = 20,416.57 in -# Maximum Allow Axial Load for Applied Moment = 23,075.76 Ibs ., NEAL & ASSOC., INC. Consulting Engineers 1015 W. Broadway Fort Worth, Texas 76104 (817) 332 -1944 4114el j%% Fa (817) 336-8 Brand Registered in Tarrant County PROJECT : �Yja.(E - D Lc ^� v /.� NO: lam! � � Q& DATE PAGE RE: 4:::� r•% L^ �� 1...5 L iq - T ie - ant ENGR: )::�6 CHK: �t ' I ' 106 2«71'3 2/x' �. OEV 4. 4 " v -s ss s af / S 96,993 Fti o,7 A464. "4) ltosP, 0 ? �AG� r V"OQ( S "- Of WAU- Mw n F. 5 "Yam.. r%67 Mx GC 4 'e o hr. ,'r'% �lS� �l �1D.�/►o� 44 a PL'- OF . , par. • Wje- L✓ AU vh I N A4 v✓' " .off (IS -4 = A /7 "O' Tn� 8 -ST-A LaC Tr+-A He4V ( s t no ` F — �2 - 46 CeHn� 7344-. o r �b I N ODI�� �✓N ti lr 9 *4 Q /4-" o. G t 1¢ ( vG ) �8 '• t�7L i ^� i3o.�� l3rn S t9 �g .71 tw u'5r, '7 6 45 e- K2 " A" ' 017 T11.lof V 6v7 2 —A Lori �2 u'5r, '7 6 45 e- K2 " A" ' 017 T11.lof V 6v7 2 —A Lori A� W. NEAL & ASSOC., INC. Consulting Engineers 1015 W. Broadway Fort Worth, Texas 76104 I q, (617) 332 -1944 Fa 817) 3 fw • Brand Registered in Tarrant County PROJECT- NO: '2a(. - SSZ DATE `� , I V PAGE P 7 RE: G ^tom (Q 1j- ENGR: 1-� CHK: IV �12r�AL �tc�'�yt.pL �on�• �. - 3 m I tL it 0. Ca9'S ( Q ) Tb I a t' - T/ PA a n rsG = I j- $» JAvA 4- (¢ ,��' TYt 1 T� �• ro a�2 3� 1 3AA-f- LJAu� td t r 1Z - (,-), L-& n-cz. S ,~ 141 rro = — rs< / rs 4 S (A Tf o. olc 8 To specify your title block on Title these five lines, use the SETTINGS Dsgnr: main menu selection, choose the Description: Printing & Title Block tab, and ent Scope: your title block informatio - - - -- -- ----- - - - - -- Rev: - 580000 --- -- -- -- - - -- -- --- --- - - - - -- User: KW- 0600455, Ver5.8.0, 1- Dec -2003 Masonry Wall Design IC11983.2003_ENERCALC Engineering Software Job# bS Date: 1:26PM, 20 JUL 06 Page 1 Description AppleBee's: Rexburg, ID 206388 (7' -4" parapet) r�anaral lnG%rm Wall Height Parapet Height Thickness Rebar Size Rebar Spacing Depth to Rebar Loads 14.67 ft Seismic Factor 7.33 ft Calc of Em = fm fm Duration Factor 8.0 in Wall Wt Mult. 5 1.000 32 in 403.2 3.810 in @ Center Uniform Load Concentric Axial Load Ibs Code Ref: ACI 530 -02 0.3300 fm 1,500.0 psi 900.00 Fs 24,000.0 psi 1.000 Special Inspection 403.2 1.000 Grout @ Rebar Only 6.86 Design Values Medium Weight Block 14,572.4 E 1,350,000 psi Rebar Area Equivalent 0.05462 j 0.90654 n: Es/Em 21.481 Radius of Gyration Solid Thickness 4.900 in Uniform Load Concentric Axial Load Ibs Wind Load 20.000 psf Dead Load 0.000 #/ft Dead Load 0.000 #/ft DL + LL 0.0 Live Load 0.000 #/ft Live Load 0.000 #/ft 0.0 Load Eccentricity 0.000 in Roof Load DL + LL + Wind 6,447.5 403.2 Roof Lo 291.2 6.86 Design Values 403.2 14,572.4 E 1,350,000 psi Rebar Area 0.116 in2 np 0.05462 j 0.90654 n: Es/Em 21.481 Radius of Gyration 2.487 in k 0.28038 2 / kj 7.86864 Wall Weight 55.000 psf Moment of Inertia 363.660 in4 806.6 Max Allow Axial Stress = 0.25 fm (1- (h/140r) ^2)' Spinsp 279.13 psi 13.72 Allow Masonry Bending Stress = 0.33 fm ` Spinsp = 495.00 psi 9,052.8 Allow Steel Bending Stress = 24,000.00 psi DL + LL + Seismic 3,298.6 Load Combination & Stress Details Summary 8,215.4 149.0 Axial Bending Stresses Axial Moment Load 06 -1 Masonry Com ression Top of Wall in # Ibs psi psi psi DL + LL 0.0 403.2 0.0 0.0 6.86 DL + LL + Wind 6,447.5 403.2 16,057.7 291.2 6.86 DL + LL + Seismic 5,851.1 403.2 14,572.4 264.3 6.86 Between Base & Top of Wall DL + LL 0.0 806.6 0.0 0.0 13.72 DL + LL + Wind 3,634.9 806.6 9,052.8 164.2 13.72 DL + LL + Seismic 3,298.6 806.6 8,215.4 149.0 13.72 Summary 14.67ft high wall with 7.33ft parapet, Med Wt Block w/ 8.00in wall w/ #5 bars at 32.00ino.c. at center Max. Bending Compressive Stress ......... 298.10 OK Allowable .................... 495.00 OK Max. Axial Only Compressive Stress ......... 13.72 psi Allowable .......... 279.13 OK Max Steel Bending Stress .............. 16,057.71 psi Allowable .......... 24,000.00 OK 10 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block informatio Title : Dsgnr: Description Scope: Job # 016 Date: 3:03PM, 18 JUL 06 -- User: Kw-0600455, Ver 5.8.0, 1- 0ec2003 IC) Masonry Wall Design 99832003 ENE R C ALC Engineering Softwar Page 1 Description AppleBee's: Rexburg, ID #206388 sidewall General Information Code Ref: ACI 530 -02 Wall Height 14.67 ft Seismic Factor 0.3300 fm 1,500.0 psi Parapet Height 4.00 ft Calc of Em = fm * 900.00 Fs 24,000.0 psi Duration Factor 1.000 Special Inspection Top of Wall Thickness 8.0 in Wall Wt Mult. 1.000 Grout @ Rebar Only psi Rebar Size 5 DL + LL Medium Weight Block 2,110.0 Rebar Spacing 32 in 341.5 Equivalent DL + LL + Wind Depth to Rebar 3.810 in @ Center 820.0 Solid Thickness 4.900 in !Loads ------------------------- - - - - -- -- -- - - - - - -- -- Uniform Load Concentric Axial Load 187.1 Wind Load 20.000 psf Dead Load 600.000 #/ft Dead Load 0.000 #/ft Live Load 1,290.000 #/ft Live Load 0.000 #/ft 3,780.0 2,513.4 Load Eccentricity 4.000 in Roof Load 170.7 42.75 DL + LL + Wind Roof Loa 1,223.4 16,682.5 302.6 Design Values DL + LL + Seismic 6,192.5 1,223.4 E 1,350,000 psi Rebar Area 0.116 in2 np 0.05462 j 0.90654 n: Es/Em 21.481 Radius of Gyration 2.487 in k 0.28038 2 / kj 7.86864 Wall Weight 55.000 psf Moment of Inertia 363.660 in4 Max Allow Axial Stress = 0.25 fm (1- (h/140r) 1 2) * Spinsp 279.13 psi Allow Masonry Bending Stress = 0.33 fm * Spinsp = 495.00 psi Allow Steel Bending Stress = 24,000.00 psi Load ombination & Stress Details Summary 14.67ft high wall with 4.00ft parapet, Med Wt Block w/ 8.00in wall w/ #5 bars at 32.00ino.c. at center Max. Bending Compressive Stress ......... 377.38 OK Allowable .................... 495.00 OK Max. Axial Only Compressive Stress ......... 42.75 psi Allowable .......... 279.13 OK Max Steel Bending Stress .............. 18,828.53 psi Allowable .......... 24,000.00 OK Axial Bending Stresses Axial Moment Load Steel Masonry Compression Top of Wall in-# Ibs psi psi psi DL + LL 7,560.0 2,110.0 18,828.5 341.5 35.88 DL + LL + Wind 4,320.0 820.0 10,759.2 195.1 13.95 DL + LL + Seismic 4,142.4 820.0 10,316.8 187.1 13.95 Between Base & Top of Wall DL + LL 3,780.0 2,513.4 9,414.3 170.7 42.75 DL + LL + Wind 6,698.3 1,223.4 16,682.5 302.6 20.81 DL + LL + Seismic 6,192.5 1,223.4 15,422.6 279.7 20.81 14.67ft high wall with 4.00ft parapet, Med Wt Block w/ 8.00in wall w/ #5 bars at 32.00ino.c. at center Max. Bending Compressive Stress ......... 377.38 OK Allowable .................... 495.00 OK Max. Axial Only Compressive Stress ......... 42.75 psi Allowable .......... 279.13 OK Max Steel Bending Stress .............. 18,828.53 psi Allowable .......... 24,000.00 OK Job # Date: 3:03PM, 18 JUL 06 b/) User: KW- 0600455, Ver 5.8.0, 1- Dec -2003 Masonry Wall Design Page 2 (c)1983 -2003 ENERCALC En ineerin Software Description AppleBee's: Rexburg, ID #206388 sidewall Final Loads & Moments --- _- - - -- -- — - - -- - -- - - - - To specify your title block on Title these five lines, use the SETTINGS Dsgnr: main menu selection, choose the Description Printing & Title Block tab, and ent Dead Load Moment @Top of Wall 2,400.00 in-# your title block i Scope Rev: s80000 - - - - --' Job # Date: 3:03PM, 18 JUL 06 b/) User: KW- 0600455, Ver 5.8.0, 1- Dec -2003 Masonry Wall Design Page 2 (c)1983 -2003 ENERCALC En ineerin Software Description AppleBee's: Rexburg, ID #206388 sidewall Final Loads & Moments --- _- - - -- -- — - - -- - -- - - - - - -- - - - -- Wall Weight moment @ Mid Ht 623.43 Ibs Wind Moment @ Mid Ht 5,531.95 in-# Seismic Moment @ Mid Ht 5,020.25 in-# Dead Load Moment @Top of Wall 2,400.00 in-# Dead Load Moment @ Mid Ht 1,200.00 in-# Total Dead Load 600.00 Ibs Total Live Load 1,290.00 Ibs Live Load Moment @Top of Wall 5,160.00 in-# LiveLoad Moment @ Mid Ht 2,580.00 in-# Maximum Allow Moment for Applied Axial Load = 9,636.44 in-# Maximum Allow Axial Load for Applied Moment = 16,412.88 Ibs • Wind Load 28.200 psf Dead Load 600.000 #/ft Dead Load W2. To specify your title block on Live Load 1,290.000 #/ft Live Load Title : ,lob # these five lines, use the SETTINGS Dsgnr: Date: 3:03PM 18 JUL 06 main menu selection, choose the Design Values Description E 1,350,000 psi Rebar Area Printing & Title Block tab, and ent 0.05462 j 0.90654 n: Es/Ern 21.481 Radius of Gyration 2.487 in k 0.28038 2 / kj 7.86864 your title block informatio 363.660 in4 Scope Max Allow Axial Stress = 0.25 fm (1- (h/140r) 1 2) " Spinsp 279.13 psi � Rev: 580 000 495.00 psi Allow Steel Bending Stress = User: KW- 0600455, Ven5.8.0, 1- Dec -2003 (c)1983 ENERCALC Masonry Wall Design Page 1 Bending Stresses -2003 Engineering Software Moment Load Steel Masonry Compression Top of Wall in-# Ibs Description AppleBee's Rexburg, ID #206388 sidewall DL + LL 7,560.0 2,110.0 18,828.5 341.5 General Information DL + LL + Wind 5,107.2 820.0 12,719.7 230.7 13.95 Code Ref: ACI 530 -02 Wall Height 14.67 ft Seismic Factor 0.3300 fm 1,500.0 psi Parapet Height 4.00 ft Calc of Em = fm ' 900.00 Fs 24,000.0 psi Duration Factor 1.000 Special Inspection Thickness 8.0 in Wall Wt Mult. 1.000 Grout @ Rebar Only Rebar Size 5 Medium Weight Block Rebar Spacing 32 in Equivalent Depth to Rebar 3.810 in @ Center Solid Thickness 4.900 in L oads Uniform Load Concentric Axial Load Wind Load 28.200 psf Dead Load 600.000 #/ft Dead Load 0.000 #/ft Live Load 1,290.000 #/ft Live Load 0.000 #/ft Load Eccentricity 4.000 in Roof Load Roof Load Design Values E 1,350,000 psi Rebar Area 0.116 in2 np 0.05462 j 0.90654 n: Es/Ern 21.481 Radius of Gyration 2.487 in k 0.28038 2 / kj 7.86864 Wall Weight 55.000 psf Moment of Inertia 363.660 in4 Max Allow Axial Stress = 0.25 fm (1- (h/140r) 1 2) " Spinsp 279.13 psi Allow Masonry Bending Stress = 0.33 fm ` Spinsp = 495.00 psi Allow Steel Bending Stress = 24,000.00 psi Load Combination & Stress Details Summary Axial Bending Stresses Axial Moment Load Steel Masonry Compression Top of Wall in-# Ibs psi psi psi DL + LL 7,560.0 2,110.0 18,828.5 341.5 35.88 DL + LL + Wind 5,107.2 820.0 12,719.7 230.7 13.95 DL + LL + Seismic 4,142.4 820.0 10,316.8 187.1 13.95 Between Base & Top of Wall DL + LL 3,780.0 2,513.4 9,414.3 170.7 42.75 DL + LL + Wind 8,950.2 1,223.4 22,290.8 404.3 20.81 DL + LL + Seismic 6,192.5 1,223.4 15,422.6 279.7 20.81 Summary 14.67ft high wall with 4.00ft parapet, Med Wt Block w/ 8.00in wall w/ #5 bars at 32.00ino.c. at center Max. Bending Compressive Stress ......... 425.10 OK Allowable .................... 495.00 OK Max. Axial Only Compressive Stress ......... 42.75 psi Allowable .......... 279.13 OK Max Steel Bending Stress .............. 22,290.80 psi Allowable .......... 24,000.00 OK To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your tit le block informa Title : Dsgnr: Description Scope: Job # Date: 3:03PM, 18 JUL 06 b) Rem: ooww Page 2 User: KW- 0600455, Ver5.8.0, 1- Dec -2003 Masonry Wall Design 1c11983 -2003 ENERCALC En ineering Software Description AppleBee's: Rexburg, ID #206388 sidewall Final Loads & Moments Wall Weight moment @ Mid Ht 623.43 Ibs Wind Moment @ Mid Ht 7,800.05 in-# Seismic Moment @ Mid Ht 5,020.25 in-# Dead Load Moment @ Top of Wall 2,400.00 in-# Dead Load Moment @ Mid Ht 1,200.00 in-# Total Dead Load 600.00 Ibs Total Live Load 1,290.00 Ibs Live Load Moment @Top of Wall 5,160.00 ink# Livel-oad Moment @ Mid Ht 2,580.00 ink# Maximum Allow Moment for Applied Axial Load = 9,636.44 in- # Maximum Allow Axial Load for Applied Moment = 16,412.88 Ibs v 1 6 L) 14- To specify your title block on Title : Job # these five lines, use the SETTINGS Dsgnr: Date: 3:05PM, 18 JUL 06 main menu selection, choose the Description Printing & Title Block tab, and ent Scope your title block information. - - - ---- -- - - -- - - - - -- - - -- -- - - - -- - - - -- - - - - -.. I Rev: 580000 -- User: KW- 0600455, Ver 5.8.0, 1- Dec -2003 Masonry Wall Design Page e 1 j 1 c)1983 -2003 ENERCALC Engineerinq Software Description AppleBee's: Rexburg, ID #206388 backwall General Information Code Ref: ACI 530 -02 Wall Height 12.67 ft Seismic Factor 0.3300 fm 1,500.0 psi Parapet Height 6.00 ft Calc of Em = fm ' 900.00 Fs 24,000.0 psi Duration Factor 1.000 Special Inspection Thickness 8.0 in Wall Wt Mult. 1.000 Grout @ Rebar Only Rebar Size 5 Medium Weight Block Rebar Spacing 32 in Equivalent Depth to Rebar 3.810 in @ Center - -- - --- - --- - - Solid Thickness 4.900 in ---- - - - - -- -------- Loads - - - - -- Uniform Load Concentric Axial Load Wind Load 28.200 psf Dead Load 0.000 #/ft Dead Load 0.000 #/ft Live Load 0.000 #/ft Live Load 0.000 #/ft Load Eccentricity 0.000 in Roof Load Roof Load Design Values E 1,350,000 psi Rebar Area 0.116 in2 np 0.05462 i 0.90654 n: Es/Ern 21.481 Radius of Gyration 2.487 in k 0.28038 2 / kj 7.86864 Wall Weight 55.000 psf Moment of Inertia 363.660 in4 Max Allow Axial Stress = 0.25 fm (1- (h/140r) ^2) * Spinsp 303.49 psi Allow Masonry Bending Stress = 0.33 fm ' Spinsp = 495.00 psi Allow Steel Bending Stress = 24,000.00 psi LLoad Combination & Stress Details Summary Axial Bending Stresses Axial Moment Load Steel Masonry Compression Top of Wall in-# Ibs psi psi P si DL + LL 0.0 330.0 0.0 0.0 5.61 DL + LL + Wind 6,091.2 330.0 15,170.4 275.2 5.61 DL + LL + Seismic 3,920.4 330.0 9,763.9 177.1 5.61 Between Base & Top of Wall DL + LL 0.0 678.4 0.0 0.0 11.54 DL + LL + Wind 4,086.2 678.4 10,177.0 184.6 11.54 DL + LL + Seismic 2,630.0 678.4 6,550.1 118.8 11.54 12.67ft high wall with 6.00ft parapet, Med Wt Block w/ 8.00in wall w/ #5 bars at 32.00ino.c. at center Max. Bending Compressive Stress ......... 280.76 OK Allowable .................... 495.00 OK Max. Axial Only Compressive Stress ......... 11.54 psi Allowable .......... 303.49 OK Max Steel Bending Stress .............. 15,170.41 psi Allowable .......... 24,000.00 OK P)5 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Title : Dsgnr: Description Job # Date: 3.05PM, 18 JUL 06 Printing & Title Block tab, and ent Scope: your title block information. Rev: 580000 user: KW-0600455, Ver 5.8.0, 1-Dec-2003 Masonry Wall Design Page 2 (C)1983-2003 ENERCALC Engineering Software , Description AppleBee's: Rexburg, ID #206388 backwall Final Loads & Moments a - - - - - -- Wall Weight moment @ Mid Ht 678.43 lbs Wind Moment @ Mid Ht 4,086.27 in-# Seismic Moment @ Mid Ht 2,630.00 in-# Dead Load Moment @ Top of Wall 0.00 in-# Dead Load Moment @ Mid Ht 0.00 in-# Total Dead Load Total Live Load Live Load Moment @ Top of Wall 0.00 in-# Livel-oad Moment @ Mid Ht 0.00 in-# Maximum Allow Moment for Applied Axial Load = Maximum Allow Axial Load for Applied Moment = 9,636.44 in-# 17.845.15 lbs 0.00 lbs 0.00 ibs '" 4- - W. SEAL & ASSOC., INC. Consulting Engineers 1015 W. 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BY 0 =m DATE n 0 Nm 0 0 rn CSW �m °-0 0 p ' r O O ??m O �m r- - J C = D o N �- z o z m rpm N m r N m� A a' 5350 DTC Parkway Greenwood Village, Colorado 80111 Tel. (303) 770 -8884 Fax. (303) 770 - 3636 0 - 0 975 UNIVERSITY BOULEVARD o m p REXBURG, IDAHO m n 0 • O ❑ o ❑ O • • • • • • • • • • • • • • • • • • 0 W D r m _ ° o � I =J o 0 O REVISION DES. BY DRAWN BY DATE Epp ® Galloway, Romero dt Associate APPLEBEE'S AT REXBURG Design Engineering Planning RCI REALTY, LLC A GEORGIA LIMITED LIABILITY CO. 400 Interstate No. Parkway, 5350 DTC Parkway Greenwood Village, Colorado 80111 Tel. (303) 770 -8884 Fax. (303) 770 - 3636 0 975 UNIVERSITY BOULEVARD REXBURG, IDAHO • O ❑ o ❑ O • • • • • • • • • • • • • • • • • • 0 W D r m _ ° o � I =J o 0 No. REVISION DES. BY DRAWN BY DATE Epp ® Galloway, Romero dt Associate Design Engineering Planning RCI REALTY, LLC A GEORGIA LIMITED LIABILITY CO. 400 Interstate No. Parkway, 5350 DTC Parkway Greenwood Village, Colorado 80111 Tel. (303) 770 -8884 Fax. 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