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HomeMy WebLinkAbout7333 Gall Blvd (2)P.O. Box 2076 Rogers, Arkansas 72756 Phone: 479.636.3545 architecture +engineering DATE: October 23, 2013 TO: City of Zephyrhills Attn: Jackie Boges/William Burgess 5335 8th Street Zephyrhills, FL 33542 813-780-0020 JOB #: R2013.0407.03/50.reimb RE: Plan Revision Two Submittal Hobby Lobby Conversion 7333 Gall Boulevard Zephyrhills, FL 33541 We are sending you the following information on the above referenced project for your use. Please call if you have any questions. Thank you. COPIES DESCRIPTION 3 Signed and crimped sets of revised plans, sheets as follows: CVR, A3.0, A8.0, E1.0, E1.1, E2.0, E2.1, E3.0, E4.0, E5.0, E5.1, E7.0, BAS 1 and BAS2 3 Plan Revision Two Texts If enclosures are not as noted, please notify us immediately. Signed, Der Dague, Permit Coordinator pb2 architecture + engineering derek.daaue@Db2ae.com direct 479.878.3524 xc File Shipping via: UPS Ground Delivery DRAWING INDEX - GENERAL CVR COVER SHEET G1.1 BID NOTES F1.0 FIXTURE PLAN (DO NOT BID) E1.0 LIFE SAFETY PLAN ARCHITECTURAL- SP1.0 ARCH SITE PLAN 31.0 DEMOLITION PLAN A1.0 FLOOR PLAN A1.1 ENLARGED RESTROOM PLANS AND DETAILS A1.2 ENLARGED PLANS AND DETAILS A2.0 REFLECTED CEILING PLAN A3.0 BUILDING ELEVATIONS AND DETAILS A4.0 ROOF PLAN A5.0 WALL SECTIONS A5.1 ARCH DETAILS A6.0 DETAILS A5.1 PEGBOARD DETAILS A7.0 WALL TYPES AND DETAILS A8.0 DOOR SCHEDULE AND DETAILS A8.1 SCHEDULES STRUCTURAL SO.0 GENERAL NOTES S1.0 FOUNDATION PLAN S2.0 FRAMING PLANS S2.1 DETAILS PLUMBING P1.0 PLUMBING PLAN P1.1 ENLARGED PLUMBING PLANS P2.0 PLUMBING SCHEDULES AND DETAILS MECHANICAL M1.0 MECHANICAL PLAN M1.1 ROOF PLAN M1.2 ENLARGED MECHANICAL PLANS M2.0 MECHANICAL DETAILS M3.0 MECHANICAL SCHEDULES BUILDING CODE SUMMARY NAME OF PROJECT: ZEPHYRHILLS, FLORIDA STREET ADDRESS: 7333 GALL BOULEVARD PROPOSED USE: RETAIL CODES: BUILDING CODE PLUMBING CODE MECHANICAL CODE FUEL GAS CODE ELECTRICAL CODE FIRE CODE ENERGY CODE ACCESSIBILITY: ACCESSIBILITY 2010 FLORIDA BUILDING CODE 2010 FLORIDA BUILDING CODE, PLUMBING 2010 FLORIDA BUILDING CODE, MECHANICAL 2010 FLORIDA BUILDING CODE, FUEL GAS 2011 NATIONAL ELECTRICAL CODE FLORIDA FIRE PREVENTION CODE 2010 FLORIDA BUILDING CODE, ENERGY CONSERVATION 2010 FLORIDA BUILDING CODE, ACCESSIBILITY OCCUPANCY: MERCANTILE: ASSEMBLY (1 PER 15): 345 S.F. = 23 OCCUPANT LOAD = STORAGE (1 PER 300): 2,035 S.F. = 7 OCCUPANT LOAD = BUSINESS (1 PER 100): 1,822 S.F. = 19 OCCUPANT LOAD = MERCANTILE (1 PER 30): 41,813 S.F. = 1,394 OCCUPANT LOAD = MEZZANINE (1 PER 300): 2,548 S.F. = 9 OCCUPANT LOAD = TOTAL: 48,564 S.F. 1,635 OCCUPANT LOAD TYPE OF CONSTRUCTION: IIB (SPRINKLERED) ALLOWABLE AREA: 57,250 SECTION 506 FIRE PROTECTION: BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 EXTERIOR BEARING WALLS 0 STRUCTURAL FRAME 0 ROOF/CEILING CONSTRUCTION 0 INTERIOR BEARING AND NON -BEARING PARTITIONS 0 COLUMNS 0 PLUMBING FIXTURE COUNT: 2010 FLORIDA BUILDING CODE, PLUMBING WATER CLOSETS: REQUIRED PROVIDED FEMALE 2 4 MALE 2 2 URINALS: MALE 0 2 LAVATORIES: FEMALE 2 3 MALE 2 3 DRINKING FOUNTAINS: ALL 2 2 SERVICE SINK: ALL 0 1 ELECTRICAL E1.0 LIGHTING PLAN E1.1 ENLARGED LIGHTING PLANS E2.0 POWER PLAN E2.1 ENLARGED POWER PLANS E3.0 ELECTRICAL DETAILS E4.0 ELECTRICAL DETAILS E5.0 ELECTRICAL RISER AND SCHEDULES E5.1 ELECTRICAL SCHEDULES E6.0 TELECOM PLAN E7.0 AUDIO PLAN REVISED SHEETS: CVR, L1.0, F1.0, A1.0, A1.2, A5.0, A5.1, A8.0, A8.1, 5 INCHES REQUIRED 2 INCHES REQUIRED 4 INCHES REQUIRED 279 INCHES REQUIRED 3 INCHES REQUIRED 292 INCHES REQUIRED 500 INCHES PROVIDED ALL WOOD MATERIALS SHOWN IN DETAILS IN THESE DRAWINGS SHALL BE FIRE RETARDANT TREATED WOOD(FRTW) IN ACCORDANCE WITH FBC SECTION 603.1. THIS INCLUDES ALL REFERENCES TO "BLOCKING", "NAILERS", "PLYWOOD", "SHEATHING" AND IF APPLICABLE "WOOD STUDS". GENERAL REQUIREMENTS EXTENT OF THE WORK: • THE SPECIFICATIONS AND DRA'ati1NGS COVER THE COMPLETE CONSTRUCTION SCOPE. THEY ARE INTENDED TO BE COMPLEMENTARY AND ANYTHING MENTIONED OR IMPLIED BY ONE A;ILL BE CONSIDERED TO BE INCLUDED AS THOUGH MENTIONED BY ALL. CODES, PERMITS, LAWS, ETC.: • COMPLY WITH ALL FEDERAL, STATE, AND MUNICIPAL LAWS, CODES, ORDINANCES APPLICABLE TO THE WORK AND ALL REQUIREMENTS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS HAVING JURISDICTION. IF THE ABOVE LAWS, CODES, OR ORDINANCES CONFLICT WITH THE SPECIFICATIONS, THE LAWS, ETC., SHALL GOVERN, EXCEPT ^,HERE THE SPECIFICATIONS EXCEED THEM IN QUALITY OR QUANTITY OF LABOR OR MATERIALS. THE SUBCONTRACTOR WILL OBTAIN AND PAY FOR ALL PERMITS REQUIRED IN CONNECTION WITH THE EXECUTION OF HIS WORK. SAFETY: • IT IS THE POLICY OF HOBBY LOBBY STORES, INC. TO, AT ALL TIMES, PROVIDE SAFE WORK ENVIRONMENTS, CONDUCT ALL OPERATIONS IN A MANNER THAT ELIMINATES RISK TO ANY TRADES PERSON, MAINTAIN ALL CONDITIONS IN A WAY THAT ELIMINATES ALL RISK TO VISITORS AND TO THE PUBLIC, AND ELIMINATE THE RISK OF DAMAGE TO PROPERTY ON AND ADJACENT TO THE SITE. • THIS IS THE FUNDAMENTAL RESPONSIBILITY OF EVERY INDIVIDUAL ON THE SITE. ALL SUPERVISORS MUST ACCEPT COMPLETE RESPONSIBILITY FOR PREVENTION OF ACCIDENTS AND FOR SAFETY OF ALL WORK UNDER THEIR DIRECTION. • BY CONTRACT AND BY LAW, EVERY COMPANY ON THE SITE IS AT A MINIMUM TO CONFORM TO THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT, AND TO THE LAWS OF EVERY ENTITY HAVING JURISDICTION OVER THE WORK. • ANY COMPANY OR INDIVIDUAL REFUSING TO CORRECT OBSERVED SAFETY VIOLATIONS WILL BE BANNED FROM THE SITE AT LEAST UNTIL SUCH VIOLATIONS ARE CORRECTED, AND WILL BE HELD COMPLETELY RESPONSIBLE FOR ALL RESULTING EFFECTS. HAZARDOUS MATERIALS: • IN THE EVENT A SUB -CONTRACTOR DISCOVERS, AT ANY TIME DURING DEMOLITION, CONSTRUCTION, AND OR REMODELING OPERATIONS, EXISTING CONDITIONS THAT COULD INCLUDE THE PRESENCE OF MOLD, MILDEW, ASBESTOS, OR ANY HAZARDOUS MATERIAL, THE SUB -CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE AND ARCHITECT/ENGINEER OF RECORD, IN WRITING, OF THE CONCERNS AND OR SUSPICIONS. • ONCE DISCOVERY OR SUSPICION OF MOLD, MILDEW, ASBESTOS, OR ANY HAZARDOUS MATERIAL IS MADE, THE SUB -CONTRACTOR SHALL TAKE ALL REASONABLE AND PRACTICAL PRECAUTIONS TO PROTECT ALL CONSTRUCTION PERSONNEL AND THE PUBLIC FROM THE EXPOSURE TO ANY HAZARDOUS MATERIAL AND SUCH PRECAUTIONS SHALL REMAIN IN PLACE UNTIL SUCH TIME AS THE OWNER OR HEALTH AUTHORITY DIRECTS OTHERWISE. CONSTRUCTION OPERATIONS SHALL NOT BE STOPPED OR CURTAILED, EXCEPT IN THE AREA OF MOLD THE HAZARDOUS MATERIAL CONCERN DUE TO THESE REQUIRED PRECAUTIONS. • THE SUB -CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID CONDITIONS FAVORABLE TO THE DEVELOPMENT OF MOLD AND MILDEW, ESPECIALLY IN VOIDS WHICH WILL BE CONCEALED AND NOT VENTILATED. IN ALL CASES, INTERIOR SPACES AND INTERIOR FINISHED CONSTRUCTION SHALL BE MAINTAINED IN DRY AND WELL -VENTILATED CONDITIONS. • THE SUB -CONTRACTOR SHALL COMPLY WITH FEDERAL ENVIRONMENTAL AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS AND ALL LOCAL AND STATE HEALTH DEPARTMENT REQUIREMENTS AND RECOMMENDATIONS REGARDING MOLD, MILDEW, ASBESTOS, OR ANY HAZARDOUS MATERIAL. CONFLICTS IN DOCUMENTS AND CONDITIONS: • THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND SHALL REPORT IMMEDIATELY TO THE SUPERINTENDENT ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. IF THE SUB -CONTRACTOR PERFORMS ANY WORK KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT IMMEDIATE NOTICE TO THE SUPERINTENDENT, THE SUB CONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT OF THE ATTRIBUTABLE COSTS FOR CORRECTION. • THE SUB CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND SHALL CAREFULLY COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION KNOWN TO THE SUB CONTRACTOR WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE SUPERINTENDENT AT ONCE. • THE SUB CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SUBMITTALS APPROVED BY THE GENERAL CONTRACTOR. THE SUB CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS OR, WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA, OR SAMPLES FOR SUCH PORTION OF THE WORK. HOBBY LOBBY CONTACTS RESPONSIBILITIES CONTACT PHONE/FAX/EMAIL STOCKROOM DOORS, FLOOR HOBBY LOBBY P (405) 745-1651 TILE, BALE LIFT, LIGHT 7707 S.W. 44TH STREET F (405) 745-1634 FIXTURES, PEGBOARD, AND OKLAHOMA CITY, OK 73179 kimberly.slocum@hobby PLUG MOLD DISPLAYS. ATTN.: KIM SLOCUM lobby.com PERMITTING HOBBY LOBBY P (405) 745-1610 7707 S.W. 44TH STREET F (405) 745-1772 OKLAHOMA CITY, OK 73179 lonnie.glidewell@hobbylobby.com ATTN.: LONNIE GLIDEWELL FIRE ALARMS HOBBY LOBBY P (405) 745-1548 7707 S.W. 44TH STREET F (405) 745-1634 OKLAHOMA CITY, OK 73179 rebecco.shingler@hobbylobby.com ATTN.: REBECCA SHINGLER COMPACTOR SYSTEMS HOBBY LOBBY P (405) 745-1351 7707 S.W. 44TH STREET F (405) 745-1637 OKLAHOMA CITY, OK 73179 jack. johnston@hobbylobby.com ATTN.: JACK JOHNSTON SIGNAGE HOBBY LOBBY P (405) 745-1178 7707 S.W. 44TH STREET F (405) 745-1855 OKLAHOMA CITY, OK 73179 lorry.hostetter@hobbylobby.com ATTN.: LARRY HOSTETTER HVAC EQUIPMENT BUYER HOBBY LOBBY P (405) 745-1237 7707 S.W. 44TH STREET F (405) 745-1634 OKLAHOMA CITY, OK 73179 jason.snook@hobbylobby.com ATTN.: JASON SNOOK UTILITY COORDINATION HOBBY LOBBY P (405) 745-1791 7707 S.W. 44TH STREET F (405) 745-1634 OKLAHOMA CITY, OK 73179 terry. jack@hobbylobby.com ATTN.: TERRY JACK TELECOMMUNICATIONS HOBBY LOBBY P (405) 745-1687 7707 S.W. 44TH STREET F (405) 745-1776 OKLAHOMA CITY, OK 73179 scott.diemel@hobbylobby.com ATTN.: SCOTT DIEMEL BUILDING AUTOMATION HOBBY LOBBY P (405) 745-1237 SYSTEMS 7707 S.W. 44TH STREET F (405) 745-1634 OKLAHOMA CITY, OK 73179 joson.snook@hobbylobby.com ATTN.: JASON SNOOK SUPPLIER CONTACTS ITEMS SUPPLIED CONTACT PHONE/FAX ELECTRICAL DISTRIBUTION CAROLINA PRODUCTS, INC. P (704) 364-9029 SYSTEM 1132 PRO AM DRIVE F (704) 367-1215 CHARLOTTE, NC 28211 ATTN.: CHRISTA TOILET PARTITIONS, GRAB Y.I. SPECIALTIES, INC. P (704) 364-9029 BARS AND MIRRORS 13801 S. SOONER ROAD F (704) 367-1215 EDMOND, OK 73034 ATTN.: RUDY YOUNG SLIDING GLASS DOORS NABCO ENTRANCES, INC. P (262) 679-7514 S81 W18717 GEMINI DRIVE F (888) 679-3319 MUSKEGO, WI 53150 ATTN.: JAN GRABOWSKI STANDARD DOORS AND GIRTMAN AND ASSOCIATES P (615) 350-6000 HARDWARE 7115 COCKRILL BEND BLVD. F (615) 350-6686 NASHVILLE, TN 37209 ATTN.: JENNIFER WONSON DEFERRED SUBMITTALS SUBMITTALS RESPONSIBLE PARTY FIRE SPRINKLER MODIFICATIONS INSTALLER FIRE ALARM MODIFICATIONS CONSULTANT OWNER: AUTHORITY HAVING JURISDICTION: HOBBY LOBBY STORES, INC. CITY OF ZEPHYRHILLS 7707 S.W. 44TH ST. 5335 8TH STREET OKLAHOMA CITY, OK 73179 ZEPHYRHILLS, FLORIDA 33542 CIVIL: ARCHITECT: STRUCTURAL: MECHANICAL: ELECTRICAL: FIRE PROTECTION AND ALARM: NOT PART OF THESE DOCUMENTS pb2 architecture + engineering METTEMEYER ENGINEERING L.L.C. pb2 architecture + engineering pb2 architecture + engineering NOT PART OF THESE DOCUMENTS 710 WEST ROSELAWN DRIVE 2101 WEST CHESTERFIELD BOULEVARD, B-105 710 WEST ROSELAWN DRIVE 710 WEST ROSELAWN DRIVE ROGERS, ARKANSAS 72756 SPRINGFIELD, MISSOURI 65807 ROGERS, ARKANSAS 72756 ROGERS, ARKANSAS 72756 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Finn License No: AA26000940 w wwo W U~= ~W ¢�1OOQU) -Z: O 00w_ 0wLnW F-- ZU~Z2 W=� QQ �i W N�wQ , O> w 0O C- Q zwW a r �O N= _ a a O0 aer O CY <ZQ 00-=Q00TO d p� O�-Z�, DWrr toUK0Mw<§< OwOoUY z aWOZZU)�QWWODL, W 3�:Wt,_OWOZO� 5ww OW zo_ia Coo�cnOOU�wzz Q J O w I n 2 W t Y J N V I O Q _ F U r U J Q =a Z W r Z,_-J I- � Z K� O W w W -Z U W �O W Mwod'wZwao a =~ W a d w� M_� WMZ h� OW w ooc'Jao%- 20wo Q �0 U W d'wzof 0'< �niUona��aawoaM 0 Q Q W0� - LL JO DLL 0OC W Q� o N = LL o a -co W coo CN '-' ti z 0 ISSUE BLOCK / 1 \ 10.01.1 3 PLAN REV. #1 CHECKED BY: �DF DRAWN BY: JCF FILE NAME: CVR DOCUMENT DATE: 08-09-13 jI . COVER SHEET SHEET: CVR 6 5.8 5.6 5.2 5 4,6 4 T., Q 0 U 0 o O � a o W cr)� Q- Q) n N Q O C- a) C) C �2 = O N n �>1 03 0 _.. U) 0 0 N a O U ,N 0 O Q LLJ N z Q WOMEN'S RESTROOM SEE ENLARGED_ SECTION A ��� SPRINKLER ROOM --i J) —\- SEEENLARGED ___ SECTION B i ' 'SEE ENLARGED SECTION D 6 5.9 5.4 5.3 61 4.9 4,1 4 3.7 3.5 3.2 3 2.8 2.4 2 1.9 203'-12" L FIXTURE PLAN 1 3/32"=1'-0" �y ENLARGED SECTION -A---- y/ / ENLARGED SECTION B \\ AUL OF HLU / [ 1 / _ 1 1 L I t I ------------- ------------ ------------- DO ENLARGED-------------------------- �' 4, CENTER OF SALES__FLOOR --------------- -- SECTION E / ` 1 / \ O / \ I 00 O-) t4 ' J 1 pI 1<1 1 1 `I /FACE OF PEG \\ / OI \ / WI \ / LLJ ENLARGED SE____C __J// a_ w; ENLARG_E_D CTION �'i---� v ---''J O SECTION D W W O Q 1DO'-0 3/4" 100'-0 3/4" � I 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 w Wwo U F Vj =pZN Cn o LW� o�Q=wo O w 70 H Z W h~= Q LLJ �Q U 0 Q > ~��ww ZK�OZO o QQ = ~OQ�OW=ZQIV= � ar rQQwOWNUpZ�f- d�Qp�QZOFZ�rQU07)0 N U�C/3 M W Q2Q N�OtnQ } O 0 10 ta- w Z_tnc11Qt00Ucn00 tyZ Q _j OWN=,,,�_' 0 z Q d 0of U } o U 5 OfZ =OK O J U ow W W Z o5aLO 0. ht' oo NWo<Dw0w[)� 0�zwUo�WmQ (n e-�ni0ocna��aawoa� >1111110 Q 0Q 1 — J JO U- 00J m J = o I M W a LLJ N MN M ti ,x w w z 0 ISSUE BLOCK / 1 \ 10.01.13 PLAN REV. #1 CHECKED BY: DF DRAWN BY: JCF FILE NAME: F1.0 DOCUMENT DATE: 08-09-13 FIXTURE PLAN DO NOT BID SHEET: F1.0 6 5.8 5.6 5.2 5 4.6 4 I I I I I I I AN ocr) w- >� QT �n Cn N Q 0 c- 0-) N� Do =N 0 0 N Q ,Cf) O U N W N z Q I I I I I I I I I I I I I I I I I 6 5.9 5.4 5.3 5 4.9 4.1 4 3.7 3.5 1.9 203'-12" Area Calculations Stockroom GROUP S1 Office GROUP B Sales GROUP M Assembly GROUP A2 Mezzanine GROUP S1 1396.75 593.69 20.35 24.60 " i 241,03 40065,27 344.82 1135.69 258.22 1167,56 1412.69 922.28 222.98 400.21 244.22 86.14 27.54 Total 2035. -9 1821.74 41813.71 1,344.82 1 2548.38 Occupant Loads SOFT / 300 Stockroom SQFT / 100 SOFT / 30 SOFT / 15 SQFT / 300 Office Sales Assembly Mezzanine 6.78 18,22 1393.79 22.99 8.49 Total 17 19 11394 123 19 Inches Required Occupant Load x 0.2 0.3 Total Stockroom Office Sales Assembly Mezzanine 1.4 3.8 278.8 4.6 2.7 Inches Provided Exit No. Stockroom Office Sales Assembly Mezzanine 00 1 118 2 118 3 2 64 4 1 2 25 5 -a 5 33 o' 6 32 1 7 33 8 2 31 9 1 32 c Total 35 5 388 5 67 NFPA Life Safety (Sales Floor Inches Required x .667) Required Provided Total Sales Front Wall Egress Inches 185.88 �368'00 MEZZANINE / 112 --0 --G 0 1135.69 / 300 4 OCCUPANTS EXIT #5 MEZZANINE PLAN ROTATED 90° CLOCKWISE FROM ACTUAL LAYOUT --0 MEZZANINE LIFE SAFETY S-1 6 5.6 5.2 5 I I I ELECTRICAL ROOM LIFE SAFETY PLAN (7w -O 0 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 w wwo W � ��zw =0Zfn a fn (n O snow_ pin =w w Zw� Z ,� =ate LLJ o FN�cw>Owo 0 a¢~w Q JOO�=ZN= aw as ww uSZXr- o alloJQo�Z��a�o�o cnUK�Mwa�< L'i U=> x O Q Z <vOO Z to Ufa 0Or_to w O Z aZ�CLoJUww~J�wZUw SOY W m W 0a' W W Z-wCD � 2�wa� �waZ��owwoocaao} _ DNS D X In w a a Z a a a r DNS ocna Z[e as woad C) Q w0 J J ��LL 0�0J Ly cn J_ w<�o = o I LJJ MNN � 0 C*') I� w z as 0 ISSUE BLOCK Al 1 0.01 .1 3 PLAN REV. #1 CHECKED BY: DF DRAWN BY: JCF FILE NAME: 11.0 DOCUMENT DATE: 08-09-13 LIFE SAFETY PLAN LIFE SAFETY PLAN 3/32"=1'-O" �y 3/32"=1'-0" -1- • 3/32"=1'-0" SHEET: Ll . 0 0 Q I 5'-6" 15,-0" T 7'-0" J 5.2 T 21'-0" 8'-112"13'-0" 20'-0" 6-A3.0 r\L-r ter- I.0 1„6 -81-9" 27'-71" 3'-72 6'-81,> 13'-102>, 2'-826'-9" 2 13-02 9-010-15-I I 11-4" 21'-1" 26'-9„ 1 5'-6"' 6 5.6 5.2 5 EXISTING ELECTRICAL EXISTING PANELS TO REMAIN =_ LANDING REF ELECTRICAL 11 ELECTRICAL ROOM RELOCATED INFILL PORTION, OF 115 SHIPS LADDER 11 EXISTING OPENING REF GENERAL NOTE I TYP EXISTING ROOF NEW STAIRCASE C= ACCESS TO REMAIN 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 � wwa � D~ Z w 1- O¢ K v_�Ow� ptn Sw0 Z L,J o ���� ¢�c�wo¢a w —ww w0 n �Q 2~OQCCpwF- QNw a¢w r C3¢Jpw�UpZ rr o atnp}QZO<Zg�¢jp�0 Z � Ln p K N \ N Y a D � ¢w0� od z�ww0oaL�0-o� ¢ co o .- 0w � o z QOf o O w p m w O w p w w Z w m af w ilL �w61 a� U)w"f "f r =tnWO Q ��U1 w d'RfZ KK¢ (/) ��NUocnwz�aawoa::� >1111111110 0LU - LL JO � LL mmi 00 J m _J >1111110 w J = Q� o I M W� o W �M N P� z W 0 ISSUE BLOCK / 1 \ 10.01.13 PLAN REV. #1 CHECKED BY: RTH DRAWN BY: JCF FILE NAME: A1.0 DOCUMENT DATE: 08-09-13 FLOOR PLAN FLOOR PLAN 203'-12" 4-A3.0 -i 1 1 1 T ELECTRICAL ROOM FLOOR PLAN 3/32"=1'-O" �y SHEET: A1.a w 1 Lni00 r7 Nl FRAME TIGH1 TO COLUMN EXISTING CMI 5/8" TYPE > BOARD OVER STUDS @ 16' L0i00 COLUMN FURRING. 1 112"=V-0" I y 5 ENLARGED MEZZANINE PLAN a L T �Q -CQ) -N � I = N � I 0 Q) 0 / a r7 / N .0 0 \ ) o a o � w = Q L T Q U�Q) QN �CD 0 zo N N 0 O C- N � r7 Q) O 0 N Q FRAME TIGHT TO COLUMN 5/8" TYPE X GYP BOARD OVER METAL STUDS @ 16" O.C. -- I II V V I IvlI VY/-1LL COLUMN FURRING 5/8" TYPE BOARD OVEF STUDS @ 16 W/ BATT IN`. SCHEDULED. FRAME I IGH I TO COLUMN COLUMN FURRING :OLUMN 'UCTURE Lnio r� r Q ~ J Of moo ALL WOOD MATERIALS SHOWN IN DETAILS ON THIS SHEET SHALL BE FIRE RETARDANT TREATED WOOD(FRTW) IN ACCORDANCE WITH FBC SECTION 603.1. THIS INCLUDES ALL REFERENCES TO "BLOCKING", 11NAILERS", "PLYWOOD", "SHEATHING" AND IF APPLICABLE "WOOD STUDS". EXISTING CMU WALL STEEL COLUMN REF STRUCTURE 5/8" TYPE X GYP BOARD OVER METAL STUDS @ 16" O.C. COLUM 6 5.8 5.6 5.2 1 1 1 1 JANITOR CD r�l� I CD FRAME TIGHT TO COLUMN N FURRING 1 1/2"=1'-0" U 1 1/2"=1'-O" -D -- - H 2 1 _ - o 0 n i ni 1F H 1 A z I, O r1 -ice 1� _o ENLARGED RESTROOM 1 /4"=1'-0" 7'-O" H PLAN �O �y 3 2 qINFILL EXISTING EXISTING EXISTING RISER EXISTING RPZ 0 I- 9 9 9 9 - 1_ 1 _. _ Z.. __ .11 r EXISTING CMU WF 5/8" TYPE X GYf BOARD OVER ME - STUDS @ 16" O.0 r-Trrl �7LUMN JCTURE nio i't Ld 0 r')100 a I-- D N S 0 CD FRAME IIGH I TO COLUMN COLUMN FURRING 1 1 /2"=1'- O" �o 0 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 w w,o ow a: 0a�ffio wQ> LLJ w~wQ O ~ zoOZ aov�U,zaNo QI- � w Q�ww UOZ�r- O a U)U& OpL�O,J-§ X wU)wtwn pw -,oQOzY UQ z- �o o 0wo-N=��Vz O Q�J0OHUm>- U a �K �O wo L)owwwwZUm w w Nwaz �tow�ooCZ-QO>' U) r Z)NUU o 0 a D K a a w o aM M � � W Q Q 0 0 I— w — JO ��LL Mill m>= J —j J� Uj o ��}� r1 = v o n CM N0 c� cost � W T � z i O ISSUE BLOCK / , \ 10.01.13 PLAN REV. #1 CHECKED BY: DF DRAWN BY: JCF FILE NAME: A1.2 DOCUMENT DATE: 08-09-13 0% ENLARGED PLANS AND DETAILS O U ENLARGED VESTIBULE PLAN1 /4"= 1 1-011 ry�j SHEET: A1.2 FURRIN REQUIR EXISTIN STRUC- TO REN NEW E; SYSTEM ADJACI 1 /2" E NEW E, FINISH SHALL WI TH E EXTERI BEYON PROVIE TRANSI BETWEI EXISTII` EXISTII\ FINISH EXISTII` LIGHTS REMAII` VESTIBULE SECTION 3/8" - V-0" VESTIBULE SECTION 3/8" = 1'-0" DN EXISTII` LIGHTS REMAII` EXISTIN CANOP REMAIN EXISTING WALL ABOVE TO REMAIN EXISTING STRUCTURE TO REMAIN 16' - O" T.O. STUDSVV PROVIDE BLOCKING TO STRUCTURE ATTACH TO STRUCTURE WITH WALL TIE PEGBOARD REF 1-A6.1 3-5/8" METAL STUDS WITH ONE LAYER 5/8" TYPE "X" GYP BOARD EACH SIDE FURRING REQUIRE EXISTING STRUCTI TO REM, NEW EX SYSTEM, ADJACEI 1 /2" DE NEW EX FINISH SHALL I WITH EX EXTERIO BEYOND PROVIDE TRANSIT BETWEEI EXISTIN( EXISTIN( FINISH E EXISTIN( LIGHTS REMAIN VESTIBULE SECTION 3/8" = 1'-0" VESTIBULE DEMOLITION SECTION 3/8" = 1'-0" EXISTING WALL ABOVE TO REMAIN EXISTING STRUCTURE TO REMAIN EXISTING CEILING TO REMAIN EXISTING STRUCTURE TO REMAIN REMOVE EXISTING CEILING AND ALL ASSOCIATED FRAMING REMOVE EXISTING PARTITION AND ALL ASSOCIATED FRAMING EXISTING SLAB WALL TO JRE 41N 6' - 0„ ')TUDS "PE "X" 4RD G TO JRE RD �6.1 TO JRE ALL TIE 12" METAL STUD kM HEADER IM 'ONT SYSTEM 4" GLAZING YSTEM REF _E SLAB PA REf AS GCr SY� EXI' ALL WOOD MATERIALS SHOWN IN DETAILS ON THIS SHEET SHALL BE FIRE RETARDANT TREATED WOOD(FRTW) IN ACCORDANCE WITH FBC SECTION 603.1. THIS INCLUDES ALL REFERENCES TO "BLOCKING", "NAILERS", "PLYWOOD", "SHEATHING" AND IF APPLICABLE "WOOD STUDS". AV ESTIBULE SEC�TON 3/8" = 1'-0" 1 VESTIBULE DEMOLITION SECTION 3/8" = 1'-0„ VG LL DN )R DN VG LL vG 1.0 DN �,1 VESTIBULE DEMOLITION SECTION 3/8" = 1'-O" 710 West Roselown Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 w WWo V) z� � a_�o p cnZQ F �wcnr=z� w U Q W o F V w� a_wuw� a > O � w a w w 0 0 < z�� zw as ~�aoo0EzaN= of aw Oa ww 0O:z w�- �z 0 auo}<CZ, to UrY N"�wa�aln w�0��� Li Q w 0 x O Q O w= O O= o O j w w O 00- z\mow o - Elfz - f- zu),U> poor w� O z Q �a�opW�= ,� �W no J a �� }of Z S5 M o w U w w U w w z U m nowawwmuj�ozao} =NLa Dias waazaaa (n �nNunnanaaawoaM >= Q Q 0�- W 0 - JO LL LLI 00Cn J >= J= w Q lY o a- I n MW N c� 0 I� w 0 ISSUE BLOCK / 1 \ 10.01.13 PLAN REV. #1 CHECKED BY: DF DRAWN BY: JCF FILE NAME: A5.0 DOCUMENT DATE: 08-09-13 WALL SECTIONS SHEET: A 5. 0 � - I i I f I I I �T Q Q) C)) N -� I 0:� Ln m L� U � d 1`0� o � o \ T) o� o � w > Q T N Q`­1 0 � d- 00 0,� ::3o = N �j m 0 0 o � N 0 0 0 N 0- 0 U .21 o Q w N z Q PRESERVATIVE & FIRE RETARDANT TREATED Y2" PLYWOOD SUBSTRATE, EACH SIDE OF COLUMN CONTINUOUS BACKER ROD AND SEALANT EACH SIDE OF FRAME FRAME OF PRE -FINISHED INSULATED ALUMINUM SLIDING ENTRANCE DOOR SYSTEM SHIMS PRESERVATIVE & FIRE RETARDANT TREATED 2x_ WOOD BUCK FRAME; / CUT TO FIT CONDITIONS, EACH SIDE OF COLUMN SELF-ADHEREING MEMBRANE FLASHING, COVER FACE OF PLAYWOOD AND FULLY EXTEND TO INTERIOR SIDE OF STOREFRONT ENTRANCE & OVERLAP JOINT BETWEEN PLYWOOD & DENS GLASS SHEATHING. EXTERIOR SIDE, PRE -FINISHED ALUMINUM BREAK METAL COLUMN WRAP; FINISH TO MATCH STOREFRONT SYSTEMS EXISTING FRAMING TO REMAIN EXISTING SUBSTRATE TO REMAIN; REPAIR AS REQUIRED EXISTING FINISH SYSTEM TO REMAIN - EXISTING VAPOR BARRIER SYSTEM i TO REMAIN REPAIR EXISTING FINISH SYSTEM EDGE TRIM OF EXTERIOR FINISH SYSTEM INSTALL OVER FLASHING -� SELF-ADHEREING MEMBRANE FLASHING, EXTEND FROM INTERIOR OF WINDOW TO & OVERLAP EXISTING VAPOR/ BARRIER CONTINUOUS BACKER ROD AND SEALANT SHIMS IMPACT RESISTANT GLAZING PRESERVATIVE & FIRE RETARDANT TREATED Y2" PLYWOOD SUBSTRATE, EACH SIDE OF COLUMN CONTINUOUS BACKER ROD AND SEALANT EACH SIDE OF FRAME _\ FRAME OF PRE -FINISHED INSULATED ALUMINUM SLIDING ENTRANCE DOOR SYSTEM SHIMS SELF-ADHEREING MEMBRANE FLASHING, COVER FACE OF PLAYWOOD AND FULLY EXTEND TO INTERIOR SIDE OF STOREFRONT SYSTEMS, EACH SIDE OF COLUMN EXTERIOR SIDE, PRE -FINISHED ALUMINUM BREAK METAL COLUMN WRAP; FINISH TO MATCH STOREFRONT SYSTEMS DETAIL 6" = 1'-0" STRUCTURAL STEEL TUBE REF STRUCTURAL DRAWINGS INTERIOR SIDE, PRE -FINISHED ALUMINUM BREAK METAL COLUMN WRAP; FINISH TO MATCH STOREFRONT SYSTEMS CONTINUOUS BACKER ROD AND SEALANT J- MOLD TRIM TYPE X GYP BOARD R-19 BATT INSULATION 6" GALV METAL STUDS 1/2" DENS GLASS SHEATHING VAPOR BARRIER EXTERIOR FINISH SYSTEM TO MATCH ADJACENT EXISTING EXTERIOR FINISH SYSTEM SELF-ADHEREING MEMBRANE FLASHING, TO SEAL EDGE OF CLEAT AND SECURE EDGE OF VAPOR BARRIER GALV METAL CLEAT INTERIOR SIDE, PRE -FINISHED ALUMINUM BREAK METAL COLUMN WRAP; FINISH TO MATCH STOREFRONT SYSTEMS CONTINUOUS BACKER ROD AND SEALANT EACH SIDE OF FRAME FRAME OF PRE -FINISHED INSULATED ALUMINUM STOREFRONT WINDOW SYSTEM IMPACT RESISTANT GLAZING �►V50 SELF-ADHEREING MEMBRANE FLASHING, COVER JOINT BETWEEN INTERIOR & EXTEREIOR COLUMN WRAP SECTIONS, TYPICAL EACH SIDE PRESERVATIVE & FIRE RETARDANT TREATED 2x_ WOOD BUCK FRAME; CUT TO FIT CONDITIONS, EACH SIDE OF COLUMN STRUCTURAL STEEL TUBE REF STRUCTURAL DRAWINGS WINDOW & DOOR JAMB DETAIL. 6" = 1'-0" EXISTING FINISH SYSTEMTO REMAIN; REPAIR AND REFINISH AS REQUIRED PRESERVATIVE & FIRE RETARDANT TREATED 2x6 WOOD BUCK FRAME; CUT TO FIT CONDITIONS CONTINUOUS BACKER ROD AND SEALANT FRAME OF PRE -FINISHED INSULATED ALUMINUM STOREFRONT WINDOW SYSTEM LINE OF BEYOND SHIMS CONTINUOUS BACKER ROD AND SEALANT PREFINISHED METAL PAN FLASHING WITH END DAMS SELF-ADHEREING MEMBRANE FLASHING, FULLY EXTEND UNDER WINDOW AND 2" DOWN FACE OF SHEATHING TO SECURE VAPOR BARRIER - EDGE TRIM OF EXTERIOR FINISH SYSTEM INSTALL OVER FLASHING VAPOR BARRIER EXTERIOR FINISH SYSTEM TO MATCH ADJACENT EXISTING EXTERIOR FINISH SYSTEM 1/2" DENS GLASS SHEATHING SELF-ADHEREING MEMBRANE FLASHING, COVER FACE OF PLAYWOOD AND FULLY EXTEND TO INTERIOR SIDE OF STOREFRONT SYSTEMS, EACH SIDE OF BEAM EXTERIOR SIDE, PRE -FINISHED ALUMINUM BREAK METAL BEAM WRAP; FINISH TO MATCH STOREFRONT SYSTEMS SHIMS CONTINUOUS BACKER ROD AND SEALANT EACH SIDE OF FRAME FRAME OF PRE -FINISHED INSULATED ALUMINUM SLIDING ENTRANCE DOOR SYSTEM SELF-ADHEREING MEMBRANE FLASHING, COVER JOINT BETWEEN INTERIOR & EXTEREIOR BEAM WRAP SECTIONS, TYPICAL EACH SIDE ALL WOOD MATERIALS SHOWN IN DETAILS ON THIS SHEET SHALL BE FIRE RETARDANT TREATED WOOD(FRTW) IN ACCORDANCE WITH FBC SECTION 603.1. THIS INCLUDES ALL REFERENCES TO "BLOCKING", "NAILERS", "PLYWOOD", "SHEATHING" AND IF APPLICABLE "WOOD STUDS". IMPACT RESISTANT GLAZING FRAME OF PRE -FINISHED INSULATED ALUMINUM STOREFRONT WINDOW SYSTEM CONTINUOUS BACKER ROD AND SEALANT EACH SIDE OF FRAME SHIMS PRESERVATIVE & FIRE RETARDANT TREATED Y2" PLYWOOD SUBSTRATE, EACH SIDE OF BEAM INTERIOR SIDE, PRE -FINISHED ALUMINUM BREAK METAL BEAM WRAP; FINISH TO MATCH STOREFRONT SYSTEMS STRUCTURAL STEEL TUBE REF STRUCTURAL DRAWINGS PRESERVATIVE & FIRE RETARDANT TREATED 2x- WOOD BUCK FRAME; CUT TO FIT CONDITIONS, EACH SIDE OF BEAM DOOR/TRANSOM MULLION DETAIL. 6" = 1'-0" WINDOW SILL DETAIL, 6" = 1'-0" SELF-ADHEREING MEMBRANE FLASHING INSTALL OVER SHEATHING & METAL FLASHING- SELF-ADHEREING MEMBRANE FLASHING TO SECURE EDGE FRAME OF PRE -FINISHED OF VAPOR BARRIER TO EDGE INSULATED ALUMINUM TRIM STOREFRONT WINDOW SYSTEM EDGE TRIM OF EXTERIOR FINISH SYSTEM INSTALL OVER FLASHING CONTINUOUS PREFINISHED METAL FLASHING (PROFILE C); CONTINUOUS BEAD OF 4" OVERLAP WITH BEAD OF SEALANT SEALANT @ SECTION SPLICES CONTINUOUS BACKER ROD AND SEALANT PRESERVATIVE & FIRE RETARDANT TREATED 3/8"x3/8" 2x6 WOOD BUCK FRAME CONTINUOUS DRIP GROOVE 6" GALV METAL STUDS PRECAST CONCRETE AT 16" OC SILL DOWELED TO MASONRY R-19 BATT INSULATION SELF-ADHEREING MEMBRANE FLASHING TO SECURE TOP EDGE OF VAPOR BARRIER TO SHEATHING. INSTALL UNDER PREFINISHED METAL FLASHING VAPOR BARRIER SPLIT FACE 4" CMU VENEER 51„ 4 FRAME OF PRE -FINISHED INSULATED ALUMINUM STOREFRONT WINDOW SYSTEM CONTINUOUS BACKER ROD AND SEALANT SHIMS EXISTING FRAMING T( REMAIN EXISTING SUBSTRATE TO REMAIN; REPAIR AS REQUIRED EXISTING FINISH SYSTEM TO REMAIN - EXISTING VAPOR BARRIER SYSTEM TO REMAIN , J- MOLD TRIM PRESERVATIVE & FIRE RETARDANT TREATED 2x- WOOD BUCK REPAIR EXISTING FRAME; CUT TO FIT FINISH SYSTEM CONDITIONS EDGE TRIM OF EXTERIOR STRUCTURAL STEEL TUBE FINISH SYSTEM INSTALL REF STRUCTURAL DRAWINGS OVER FLASHING SELF-ADHEREING MEMBRANE FLASHING, EXTEND FROM 6" GALV METAL TRACK INTERIOR OF WINDOW TO & OVERLAP EXISTING VAPOR/ BARRIER 5/8" TYPE X GYP BOARD CONTINUOUS BACKER R-19 BATT INSULATION ROD AND SEALANT SHIMS 6" GALV METAL STUDS AT 16" OC IMPACT RESISTANT GLAZING COOR SLIDII\ MANU B.O. ""VIDE FULL WIDTH END AT ALL TERMINATIONS CONTINUOUS SEALANT SEAMS DO NOT HANICALLY FASTEN END THRU SILL PAN STOREFRONT SILL FLASHING DETAIL NTS ALUMINUM STOREFRONT SYSTEM .040 GAUGE BREAK METAL BEAM CAP BOTH SIDES APPLY CONTINUOUS SEALANT BETWEEN STOREFRONT AND DOOR SYSTEM MATCH STOREFRONT COLOR HSS BEAM REF STRUCTURE ALUMINUM DOOR SYSTEM REF SCHEDULE TRANSOM SUPPORT DETAIL 1 1/2" = 1'-0" WINDOW JAMB �'-CONTINUOUS BACKER ROD AND SEALANT 1 I PRESERVATIVE & FIRE RETARDANT TREATED 2x6 WOOD BUCK FRAME; CUT TO FIT CONDITIONS FRAME OF PRE -FINISHED INSULATED ALUMINUM STOREFRONT WINDOW SYSTEM DETAIL. J6" = 1'-0" SELF-ADHEREING MEMBRANE FLASHING 1" AIR SPACE KEEP CLEAR INSTALL OVER SHEATHING & OF GROUT METAL FLASHING 1/2" DENS GLASS SHEATHING SELF-ADHEREING MEMBRANE 1 DENS GLASS SHHEE DENS FLASHING TO SECURE EDGE VAPOR BARRIER OVERLAP OF VAPOR BARRIER TO METAL EDGE TRIM BELOW METAL FLASHING VAPOR BARRIER OVERLAP METAL FLASHING BELOW CONTINUOUS WEEP EXTERIOR FINISH SYSTEM TO FILTER MATCH ADJACENT EXISTING 6" GALV METAL STUDS AT EXTERIOR FINISH SYSTEM CONTINUOUS GALV. METAL 16" OC COUNTER FLASHING EXTEND TO FACE OF CMU (PROFILE B) R-19 BATT INSULATION WEEP IN VERTICAL JOINT AT 16" OC SPLIT FACE 4" CMU VENEER TYPE X GYP BOARD 6" GALV METAL STUDS AT FILL VOID WITH GROUT 16" OC SLOPE TOP TOWARD WEEP CONTINUOUS GALV. METAL FLASHING SET IN CONTIUOUS 5/8" TYPE X GYP BOARD BED OF SEALANT (PROFILE A) - 4" OVERLAP WITH FULL BED OF GALV METAL TRACK SET IN SEALANT @ SECTION SPLICES CONTIUOUS BED OF SEALANT EXISTING CONCRETE SLAB R-19 BATT INSULATION Q zi CONTINUOUS BED OF Q a SEALANT 1" AIR SPACE KEEP CLEAR OF GROUT MASONRY VENEER, BASE OF WALL DETAIL 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 w a zw Toi- Cn o owl pv =wo zC,��xQ� W a->UL,'U - n wQ�pw~Ozo f p QNw aw rQa-ow�nUZ OZc�P 0 t�Q} QZ QC�d=¢UOTO L� d 0� OHZ�� ZwH� U) Mwa�XN�00=Q} a wn ZO D, XZ',k zO-jxmwo�-- w:D 0 Q aa�o��`N=w� Uwcno F U } �zKmo- UwU�,,wjzUw n- �O}}=�wQ YE <5owwaeafzaor = D W O Q Ln a_ fnw K 0. Z K a- Q � H� N U n U1 dD K d a w d:2 0 Q Q �- - w 0 J �ZD� JO 00Cn LL J _J w<�o (DT� = o I 0- LJJ MN N c� '-' C\:? 0 I,-, w W or z W 0 ISSUE BLOCK Al 10.01.13 PLAN REV. #1 CHECKED BY: DF DRAWN BY: JCF FILE NAME: A5.1 DOCUMENT DATE: 08-09-13 ARCH DETAILS WINDOW HEAD DETAIL 6" = 1'-0" WINDOW SILL DETAIL. 6" = 1'-0" WATER TABEL DETAIL. 3" = 1'-0" 3" = V_0" SHEET: A 5.1 U U) DOOR AND FRAME SCHEDULE ROOM DESCRIPTION DOOR NO. DOORS FRAMES FIRE RAT. 1 HDWR. SET OPENING MAT. TYPE GLASS MAT, IL TYPE DETAILS W. H. T. HEAD JAMB SILL SALES FLOOR 101A 12'-0" 7'-8" ALUM. S TEMP. ALUM. SEE MANUF. DWG. 101B 12'-0" 7'-8" ALUM. S TEMP. ALUM. SEE MANUF. DWG. 101C 6'-0" 7'-0" 1-3 4" H.M. C H.M. 2 H-1 J-1 S-1 H.W. 3 101D 3'-0" 7'-0" 1-3/4" H.M. B H.M. 1 H-1 J-1 S-1 H.W. 1 101E 3'-0" 7'-0" 1-3/4" H.M. B H.M. 1 H-1 J-1 S-1 H.W. 1 101E 3'-0" 7'-0" 1-3/4" H.M. B H.M. 1 H-1 J-1 S-1 H.W. 1 INSTRUCTIONAL AREA 103A 3'-0" 7'-0" 1-3/4" H.M. H H.M. 1 H-7 J-7 H.W. 4 MEN'S RESTROOM 104A 3'-0" 7'-0" 1-3/4" H.M. G H.M. 1 H-7 J-7 H.W. 7 WOMEN'S RESTROOM 105A 3'-0" 7'-0" 1-3/4" H.M. G H.M. 1 H-7 J-7 H.W. 7 EMPLOYEE LOUNGE 107A 3'-0" 7'-0" 1-3/4" H.M. H H.M. 1 H-7 J-7 H.W. 4 JANITOR CLOSET 108A 3'-0" 7'-0" 1-3/4" H.M. H H.M. 1 H-7 J-7 H.W. 4 MANAGER'S OFFICE 110A 3'-0" 7'-0" 1-3/4" H.M. H H.M. 1 H-7 J-7 H.W. 6 CASH OFFICE 111A 3'-0" 7'-0" 1-3/4" H.M. H H.M. 1 H-7 J-7 H.W. 5 MEZZANINE 112A 3'-0" 7'-0" H.M. B H.M. 1 H-1 J-1 S-1 H.W. 1 STAGING AREA 113A 6'-0" 7'-0" ALUM. E TEMP. H.M. 3 H-9 J-9 S-2 RECEIVING AREA 114A 3'-0" 7'-0" 1-3/4" H.M. B H.M. 1 H-1 J-1 S-1 H.W. 1 114B 6'-0" 8'-0" STEEL K H.M. H-3 J-3 H.W. 8 114C 9'-0" 10'-0" STEEL F H.M. H-3 J-3 H.W. 8 114D 3'-4" 3'-4" L SEE MANUF. DWG. ELECTRICAL ROOM 115A 3'-0" 7'-0" H.M. EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 115B 3'-0" 7'-0" H.M. EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 115C 3'-0" 7'-0" 1-3/4" H.M. EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 115D 3'-0" 7'-0" 1-3/4" H.M. B H.M. 1 H-1 J-1 S-1 H.W. 1 115E 6'-0" 7'-0" H.M. EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 115E 3'-0" 7'-0" H.M. EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING VESTIBULE 116A 12'-0" 7'-8" ALUM. S TEMP. ALUM. SEE MANUF. DWG. 116B 12'-0" 7'-8" ALUM. S TEMP. ALUM. SEE MANUF. DWG. SPRINKLER ROOM 117A 3'-0" 7'-0" 1-3/4" H.M. H H.M. 1 H-7 J-7 H.W. 4 HARDWARE SCHEDULE HARDWARE NUMBER QTY. TYPE MODEL FINISH REMARKS HW1 3 EA. HINGES FBB179 4 1 2% 4 1 2" NRP US26D 1 EA. CLOSER 4041 CUSH AL 1 EA. EXIT DEVICE ALARM LOCK: SIREN LOCK MODEL 700 AL 1 EA. THRESHOLD 896 V x 36" AL 1 EA. GASKETING 160V 1 x 36" + 2 X 84" 1 EA. DRIP CAP 16 A x 40" 1 EA. DOOR SWEEP 203 NA x 36" 3 EA. SILENCERS 307D GRAY HW3 6 EA. HINGES FBB179 4 1 2% 4 1 2" NRP US26D 2 EA. CLOSER 4041 CUSH AL 2 EA. EXIT DEVICE AL700 FURNISHED BY G.C. AL 1 EA. THRESHOLD 896 V x 72" AL 1 EA. GASKETING 160V 1 x 72" + 2 X 84" 1 EA. DRIP CAP 16 A x 76" 2 EA. DOOR SWEEP 203 NA x 36" 6 EA. SILENCERS 307D GRAY HW4 3 EA. HINGES F179 4 1 2% 4 1 2" US26D 1 EA. PASSAGE SET D10S SAT 626 1 EA. PROTECTION PLATE K1050 10%34" US32D 1 EA. WALL STOP 242E FLOOR STOP 26D 3 EA. SILENCERS 307D GRAY HW5 3 EA. HINGES F179 4 1 2% 4 1 2" US26D 1 EA. LOCK SET ML2068 MORTISE LOCKSET 626 1 EA. PROTECTION PLATE K1050 10"x34" US32D 1 EA. FLOOR STOP 243E FLOOR STOP 26D 1 EA. VIEWER 622 CRM 3 EA. SILENCERS 307D GRAY HW6 3 EA. HINGES F179 4 1 2% 4 1 2" US26D 1 EA. LOCK SET ML2068 MORTISE LOCKSET 626 1 EA. PROTECTION PLATE K1050 10"x34" US32D 1 EA. FLOOR STOP 243E FLOOR STOP 26D 11 3 EA, I SILENCERS 307D GRAY HW7 3 EA. HINGES FBB179 4 1 2% 4 1 2" US26D 1 EA. PUSH PLATE 70C 4%16" RC US32D 1 EA. PULL PLATE 105 x 70C RC US32D 1 EA. CLOSER 4031 REG PA AL 1 EA. PROTECTION PLATE K1050 10"x34" US32D 1 EA. WALL STOP 242E FLOOR STOP 26D 3 EA. SILENCERS 307D GRAY HW8 ROLLING DOOR HARDWARE BY MANUFACTURER. PROVIDE W CYLINDER LOCK COMPATIBLE WITH BUILDING LOCKS. ROLL UP DOOR11 PREFINISHED ALUMINUM PREFINISHED ALUMINUM STOREFRONT SYSTEM WITH STOREFRONT SYSTEM WITH IMPACT RESISTANT GLAZING 1/4" INSULATED GLAZING- 41'-2" 7" COLUMN WRAP 7" COLUMN WRAP 7 � 5'-g-g 1„ „ 5>-1„ 1„ 7„ COLUMN 2' 4 2" 4 2 EQ 2" EQ 2" EQ 2' EQ 2' EQ 2' 95,-9 4 2" 4 2 COLUMN WRAP N 2" N 2" N WRAP WRAP STRUCTURAL _ COLUMNS WITH ,, ' IMPACT j -' IMPACT '" ,. >- Q IMPACT "j IMPACT o BREAK METAL TO REI"JTANT scv `�'RESISTANT v �' v,� v >' v v ��'' RESISTANT N�'ESISTf�T MATCH STOREFRONT �,tnn 6 (n � cnr'` co - N REF 2/11-A1.2�_ �` �_ �_ z z za' N ,,r' z z STRUCTURAL STEEL c� � Q Q ` ��'`"' � c� STRUCTURAL MEMBER REF 9—A5.1 z PROVIDE Q ,'Q — Q — i,,; Q vi cn z STEEL MEMBER z z TEMPERED LITE r" � cn ,' CL U) ,, CL Cn r� d U0 � cn z o z AND STRUCTURE _ w 00 ADJACENT TO w w."'` w ,. w L.Lw - Li REF 9-A5.1 - - w I o DOOR - AND STRUCTURE I o I- N w I-_ 01� r-_ O - Q O O O O O O w o o 0 z Y WINDOW TYPES 2 1/4" = V-0" ALL STOREFRONT METAL TO BE ANODIZED DARK BRONZE FINISH. CONTRACTOR TO EXTERIOR GLAZING O FIELD VERIFY WINDOW HAVE A U-FACTOR OPENING DIMENSIONS OF 0.65. 2„ \ 5'-g4>, 5,-g4,> 2„ N TEMPERED.",,'TEMPERED j� N CN . STRUCTURAL STEEL MEMBER REF 9-A5.1 AND STRUCTURE INTERIOR O 3' 0 R 4' SITE GLASS OR PEEP 7' HOLE TRUCK CD DRIVER ;n DOOR ONLY HEXTERIOR DOOR INSULATED. METAL DOOR 18 GA. SKIN W/ 16 GA. VERT. "Z" BAR STIFFENERS MINIMUM U-FACTOR: 0.60 ElEXTERIOR SLIDING BOLT 8' FOR PADLOCK (EACH SIDE) ElWAYNE DALTON - THERMOTITE 800C SERIES ROLLING SERVICE DOOR, WITH FLAT 3" SLATS AND WITH AN INSULATION R-VALUE OF 6.7. ROLLING DOOR SHALL BE CHAIN HOIST OPERATED AND SHALL HAVE WEATHER STRIPPING WITH LINTEL BRUSH SEAL. CONTACT DOOR SUPPLIER FOR PROPER TRACK INSTALLATION TO MATCH WALL TYPE. DOOR SHALL BE GALVANIZED CURTAIN WITH MFG GRAY PRIMED FINISH SUITABLE FOR FIELD FINISH PAINTING. 6' 7' INSULATED. METAL DOOR 18 GA. SKIN W/ 16 GA. VERT. "Z" BAR STIFFENERS MINIMUM U-FACTOR: 0.60 DOOR LEGEND VISION PANELS IMPACT PLATES 5"X9" F GUARDS CHASE PRODUCTS DOORS El TYPE 1 TRAFFIC DOORS WITH 48" KICK PLATES. FURNISHED BY GENERAL CONTRACTOR 7 SLIDING BOLT FOR PADLOCK 10' (EACH SIDE) EIWAYNE DALTON - THERMOTITE 800C SERIES ROLLING SERVICE DOOR, WITH FLAT 3" SLATS AND WITH AN INSULATION R-VALUE OF 6.7, ROLLING DOOR SHALL BE CHAIN HOIST OPERATED AND SHALL HAVE WEATHER STRIPPING WITH LINTEL BRUSH SEAL. DOOR SHALL HAVE A GALVANIZED CURTAIN WITH MFG GRAY PRIMED FINISH SUITABLE FOR FIELD FINISH PAINTING. 40" x 40" CLEAR DOOR BY COMPACTOR NEW DISCONNECT. SUPPLIER. DO NOT SUPPLY SECURITY DOOR OR FRAME. OPENING CAN BE SECURED BY FRAMING IN OPENING WITH PLYWOOD NAILED TO EACH O w SIDE. �o Q o= J L o_____________________________________ n fl-C=`LO �% ------ ------------------- -- --- I�, J ; II Li lil II ---------------------------------- ------------------------------ I I I I I I I I III — 40'-0" (N.T.S.) VERIFY OPENING HEIGHTS WITH HOBBY LOBBY AT (405) 745-1351 PRIOR TO INSTALLATION OR CONSTRUCTION OF OPENINGS. ElCOMPACTOR/ COT SYSTEM DOOR FRAME TYPES 0 0 0 N N N 2' } 2' 2' 2' VARIES VARIES VARIES _ O O O HOOD FOR ROLLING STEEL DOOR INT. GUI[ ROL STE DOC INT. FINISH AS SCHEDULE[ INT. FINISH SCHEDULE FINISH FINISH DESCRIPTION GRAY GRAY US26D CHROMIUM PLATED, DULL US32D STAINLESS STEEL, DULL AL ALUMINUM CRM BRIGHT CHROME 626 SATIN CHROMIUM PLATED CMU EXT. i i i 1 /4" BENT H— 3 PLATE EXT. 1 /4" BENT PLATE J-3 FINISH AS SCHEDULED EXT. H.M. FRAME BEYOND DOOR SWEEP THRESHOLD AS SCHEDULED 6" METAL STUDS 5/8" GYP. BD. �� I ` I HEADER 6" METAL STUDS 5/8" GYP. BD. — N SEALED CONC. S-1 HEAD AND JAMB DETAILS. H-4 J-4 H.M. FRAME DOUBLE METAL STUDS AT DOOR FRAME H.M. FRAME H.M. FRAME BEYOND INT, TILE FLR. II II\LJI IVL-D AS SCHEDULED S-2 3' 7' KICK PLATE HREST ROOM DOORS HOLLOW METAL DOOR WITH FRAME 18 GA. SKIN W/ HONEYCOMB CORE 3' SITE GLASS OR PEEP HOLE 7' CASH OFFICE o I ONLY 10 KICK PLATE ElINTERIOR DOOR HOLLOW METAL DOOR WITH FRAME 18 GA. SKIN W/ HONEYCOMB CORE CONTRACTOR TO FIELD VERIFY OR OPENING DIMENSIONS 12'-0" GT MODEL #1175 WHISPERSLIDE BI PART SLIDER � ALUMINUM DOORS SIDELITES OPERATOR HOUSING ` AND FRAME ROLLERS-SUPPdRT, ANTI -RISER AND M LE, GUIDE DOOR CARRIER HANGER ASSEMBLY, BREAKAWAY LATCH, LIMITING ARM AND DOOR LOCK. AIR INFILTRATION AND INTRUSION PROTECTION 00 EQUIPMENT GYRO TECH WHISPERSLIDE POWER CLOSE OPERATOR W/ MICRO -COMPUTER CONTROL. SIDELITE PANELS SHALL BE FULL BREAKAWAY TYPE. THE DOOR PANEL BREAKOUT MODE DISCONNECTS THE POWER TO THE CONTROL CIRCUIT INHIBITING AUTOMATIC DOOR OPERATION. BREAKAWAY PRESSURE SHALL BE FIELD HAUTOMATIC SLIDING ALUMINUM ENTRY/ ADJUSTABLE TO MEET LOCAL BUILDING EXIT W/ GLASS AND KEYED HARDWARE CODE REQUIREMENTS. SET. SLIDING DOORS BY NABCO EMERGENCY EGRESS SHALL BE IN COMPLIANCE NABCO ENTRANCES INC. W/NFPA 101. 44=101 1 ANODIZED DARK BRONZE FINISH GYRO TECH S82 W18717 GEMINI DRIVE P.O. BOX 906 MUSKEGO, WISCONSIN 53150 PHONE: (262) 679-5705 MAX. U-FACTOR = 0.28 FAX: (888) 679-3319 MAX. SHGC = 0.45 SEALED CONCRETE 11„ TILE 2 ALUMINUM BAR TRANSITION. COUNTERSINK AND BOLT TO FLOOR ALUMINUM TRANSITION STRIP NITS METAL STUDS REF PLAN 5/8" GYP. BD. METAL STUDS 5/8" GYP. BD. H 7 REF 'LAN J 7 H.M. FRAME H.M. FRAME i FINISH AS SCHEDULED i I INT. F i i FINISH A' SCHEDUL INT. H 9 J-9 CMU. DRIP CAP EXT. H.M. FRAME CMU EXT. H.M. FRAME 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 LJ W w CJ Lij Cwn p i�oz1i ooz,1-. D U,W o 1,2cnwo� > Q_Owa Q O wF - —L�Iw- zwwOzo a Q tC ~ O Q � O N= z Q N= of a UoZE" w F Q Q w- w�F-0 0 O dNp>-Qo z��QjwMo [liUK��MwQ�QV)�O�=Y Q OC�ww n of O w W LJ ��Lj K wlaj�O QDOfnS C, 6 O J O w w U� W Z O w (Z 00=FJwQLOwwa?Vjm Nwd:7 F_ wOOC�QO>' = U)w0 Q 5 of co W a Z Q U) r GNU 0Na tea' a a w0a >= Q Q 0 F" w — �0 00U) m� w Q� o = o I MN N F2 F2 0 M 1` w z 3 GA C7 ISSUE BLOCK / , \ 10.01 .13 PLAN REV. #1 CHECKED BY: DF DRAWN BY: JCF FILE NAME: A8.0 DOCUMENT DATE: 08-09-13 DOOR SCHEDULE AND DETAILS NTS SHEET: A8. 0 AREA SCHEDULE ROOM # ROOM DESCRIPTION SQUARE FOOTAGE CUBIC FOOTAGE PERIMETER TOTAL WALL AND CEILING AREA TO BE PAINTED 101 SALES FLOOR 39283 SQUARE FEET 785660 CUBIC FEET* 792' 10" 15857 SQUARE FEET 102 FRAME ROOM 770 SQUARE FEET 6160 CUBIC FEET 170' 7" 1365 SQUARE FEET 103 INSTRUCTIONAL AREA 353 SQUARE FEET 3177 CUBIC FEET 96' 2" 866 SQUARE FEET 104 MEN'S RESTROOM 188 SQUARE FEET 1504 CUBIC FEET 65' 7" 713 SQUARE FEET** 105 WOMEN'S RESTROOM 185 SQUARE FEET 1480 CUBIC FEET 61' 3" 675 SQUARE FEET** 106 ALCOVE 72 SQUARE FEET 576 CUBIC FEET 34' 8" 349 SQUARE FEET** 107 EMPLOYEE LOUNGE 279 SQUARE FEET 2232 CUBIC FEET 78' 3" 626 SQUARE FEET 108 JANITOR CLOSET 15 SQUARE FEET 120 CUBIC FEET 16' 4" 15 SQUARE FEET** 109 ALCOVE 23 SQUARE FEET 184 CUBIC FEET 19' 4" 178 SQUARE FEET** 110 MANAGER'S OFFICE 196 SQUARE FEET 1764 CUBIC FEET 61' 3" 551 SQUARE FEET 111 CASH OFFICE 237 SQUARE FEET 2133 CUBIC FEET 66' 0" 594 SQUARE FEET 112 MEZZANINE 1136 SQUARE FEET 9088 CUBIC FEET 231' 4" 0 SQUARE FEET 113 STAGING AREA 529 SQUARE FEET 10580 CUBIC FEET* 119' 4" 0 SQUARE FEET 114 RECEIVING AREA 1303 SQUARE FEET 26060 CUBIC FEET* 150' 10" 0 SQUARE FEET 115 ELECTRICAL ROOM 190 SQUARE FEET 1520 CUBIC FEET 82' 8" 661 SQUARE FEET 116 VESTIBULE 1107 SQUARE FEET 11623.5 CUBIC FEET 167' 10" 1762 SQUARE FEET 117 SPRINKLER ROOM 17 SQUARE FEET 153 CUBIC FEET 16' 8" 0 SQUARE FEET SUBTOTAL 45883 SQUARE FEET N/A N/A N/A TOTAL WALL AREA 2681 SQUARE FEET N/A N/A N/A TOTAL 1148564 SQUARE FEET N/A 2230' 11" 124211 SQUARE FEET# * - CUBIC FOOTAGE'S BASED ON 20'-0" DECK HEIGHT. THESE CUBIC FOOTAGE'S ARE ESTIMATED FIGURES THAT DO NOT REFLECT CHANGES IN ROOF SLOPE. THE 20'-0" DECK HEIGHT IS ONLY A FIGURE USED FOR ESTIMATING AND DOES NOT NECESSARILY REFLECT THE ACTUAL DECK HEIGHT. ** -INDICATES PAINTED CEILINGS. SEE ROOM FINISH SCHEDULE FOR MORE DETAILS. # - SOME ROOMS SHALL NOT BE COUNTED IN TOTAL SQUARE FOOTAGE. PAINT SCHEDULE NO. OF COATS cwc L [Y Q J J Q [)f 1n m Q O Z w Z > J G tY Z ROOM NAME: COLOR: a o o o EJ � SALES AREA*, ALCOVES, HALLWAYS, AND OTHER AREAS TODAY'S CREAM 2 2 2 2 121121121 VISIBLE FROM SALES FLOOR. PRIMER 1 1 1 1 11 11 1 FRAME ROOM, OFFICES, INST. AREA, AND OTHER AREAS NOT TODAY'S CREAM 2 2 211 12 2 VISIBLE FROM SALES FLOOR. PRIMER 11 1 1 11 1 REST ROOMS TODAY'S CREAM 12 2 2 2112 PRIMER 111 1 ill 1 I I 1 PAINTING AND COLOR SCHEME • PRIMER: SEMI -GLOSS, VINYL ACRYLIC, WITH PROMAR 400 LATEX WALL PRIMER B28W400. • METAL DOOR PRIMER: GLOSS, ALKYD WITH KEM KROMIK UNIVERSAL METAL PRIMER B50Z SERIES. • "TODAY"S CREAM": B31W401, (1 GAL. FORMULA) Y3-18, N1-6, R2-1/64. 1 COAT PRIMER, 2 COATS PAINT (+1 COAT OF PRIMER IF PEGBOARD IS FACTORY PRIMERED.) 9; i T C � N Q -E OD U'- N I lY � U m Q) N S- U CO L a U O a � O � a oT / W W = >� Q L U C_ Q U� G) Q N J � O c � O O c = O N m O IL O ° o N U� U r7 N GENERAL FRAMING NOTES 1. 5/8" GREEN BOARD OR "M.R.S." (MOISTURE RESISTANT SHEET ROCK) TO BE USED IN RESTROOM OR ON WALLS THAT ARE AROUND OR WITHIN 4'-0" OF ANY PLUMBING FIXTURES. 2. NO WALLS SHALL BE TOE NAILED INTO DECK OF ROOF. CONTRACTOR SHALL NOT PENETRATE ANY PORTION OF ROOF WITH FASTENERS. 3. PROVIDE BATT INSULATION AS SCHEDULED. 4. ALL STUD WALLS IN SALES FLOOR AREA SHALL BE 20 GA. STUDS. 5. ALL STUD WALLS IN BACKROOM SHALL BE 20 GA. STUDS, SIZE SHALL VARY DEPENDING ON LOCATION, SEE PLANS AND WALL TYPE SCHEDULE. 6. SPAN RESTROOMS WITH 6" METAL STUDS AS REQUIRED TO INSTALL NEW GYP. BOARD CEILING. SEE REFLECTED CEILING PLAN SHEET A2.0 FOR HEIGHT. 7. SPAN CASH OFFICE WITH 6" METAL STUDS AS REQUIRED TO INSTALL NEW 2'x4' LAY -IN CEILING. INSTALL NEW GALVANIZED METAL DECKING ON TOP OF METAL STUDS. DECKING WILL NOT BE UTILIZED FOR STORAGE. DECKING IS FOR SECURITY PURPOSES ONLY. REF DETAIL 2-A8.1. 8. STUDS AT 12" RESTROOM WALL WHERE RESTROOM PLUMBING FIXTURES ARE BACK TO BACK SHALL RUN TO 12'-0" A.F.F. PROVIDE METAL STUD KICKER FROM 12'-0" A.F.F. ON 4'-0" CENTERS AND SECURE (W/ APPROVED FASTENERS) TO STRUCTURE STEEL ABOVE, PROVIDE HORIZONTAL CROSS BRACING AT 36" O.C. VERTICALLY. 11. 4'x8'x1/2" O.S.B. SHALL BE INSTALLED END TO END HORIZONTALLY TO 4'-0" A.F.F. OVER 5/8" GYPSUM BOARD ON ALL EXPOSED STAGING AREA STUD WALLS. 12, SEE ROOM FINISH SCHEDULE ON THIS SHEET FOR FINAL FINISHES. ROOM FINISH SCHEDULE FLOOR BASE WALL CEILING HVAC REMARKS N Q) L W F- U) U) U) cw w Lj NLN w E O p_ w ~ ^ C Q W w Z Q 6 w �_ a _ F- w Zw Q Z z QU w = a Z Q w >, -0 O W O J F W W w r Z O LIJ Y U n -j F w U) Y cn O Z w C)E Y m O O O _j D^ m Q Q p U O Q _J W� w z W Z O W F- � Q= > Ow F W cnCna- W Q w 1— 0 m O 5 cnoW O — l Z �ZU w F- F- = U c W O U w �w Ow J Q O —I Q z — a- c UJ 0 J w Ln cry Q m Q Q Z m U) Q< g w O Z_ F F- 0 m Z Q _j 0 W W C) Z cn U Q U� Q Q Q O U W W= y Z w a-Q m m Q Q w I Q w> Q o Z Q 0 p w w Q= U C~) > _ w o ~ Q w m m w w O O w Q� v> � m o� F- m W> Q O m U)>> a- w O� U m J cwn w U O F Q m U w O Of cn U W w cn � O m 0 r U~ U~ w 0 Q Z Li - - mwwcn_ w OmQ~ pU C:) C) z z > W N C z W N Z > D Q C� w LLJ Q ww>FQQ- Q> Of U w a_ xO F ZCw Y LLJ O O- Wz z Ux, cnn LLJ U) 4Z-cno ww z O O Q O x 0 0 m N Q Q X X Q X X w IROOM DESCRIPTION LU w �tzL.0 N c):E:i Omcaww NWwwNw ==>z 101 SALES FLOOR L • • 101 • • 15'-0" TALL PEGBOARD. REF A1.0/A6.1 102 FRAME ROOM • • • • • • REF NOTE 1. 8'-0" TALL PEGBOARD. REF A1.0/A6.1 103 INSTRUCTIONAL AREA • • • • • REF NOTE 1 104 MEN'S RESTROOM • • • • • • • • REF NOTE 3 105 WOMEN'S RESTROOM • • • • • 1 1 lei• • REF NOTE 3 106 JALCOVE • 1 • • • • • 1 • REF NOTE 3 107 EMPLOYEE LOUNGE • • • • • REF NOTE 1 108 JANITOR CLOSET *I lei• • • • 109 ALCOVE • 11 • 1 1 1 • 1 1 1 • • 110 MANAGER'S OFFICE • • • • • REF NOTE 1 111 CASH OFFICE • • • • • 1 1 REF NOTE 1 112 IMEZZANINE • • • •1 • 113 STAGING AREA • • • • • •1 • 114 RECEIVING AREA • • 61 • 115 ELECTRICAL ROOM I I 1 • • • *1 • 116 VESTIBULE 61 el 1 • • • REF NOTES 1 AND 2 117 11SPRINKLER ROOM 101 101• *1 • SCHEDULE NOTES: 1. NEW CEILING GRID SHALL BE ARMSTRONG "PRELUDE XL" 15/16" OR EQUAL. 2. CARPET TILES ARE MANUFACTURED BY MATSinc CARPET. THE SPECS ARE AS FOLLOWS: WEAVE: CALYPSO, PATTERN: HI -LOW, COLOR: ANTHRACITE, PILE CONTENT: 100% POLYPROPYLENE. 3. WALL TILE AT MEN'S ROOM, WOMEN'S ROOMS, AND ALCOVE HEIGHT IS NOTED ON A1.1. REFER TO PLAN FOR TILED WALL LOCATIONS. VERIFY WITH HOBBY LOBBY. PAINT ABOVE TO CEILING, ALL OTHER WALLS NOT NOTED FOR TILE FINISH SHALL BE PAINTED. 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 MU>�<W of �-z``' 0 U) OO �L W p 0 wW0� ¢UwN~ oZS o> 0pQ d p¢ w w U o Z 0 r w Z ¢ 0_ w< r U 0 a�nQp}¢O�zg2¢jw=0 Z n�¢ww O �U4� tTZOK �Za_ F-¢ _ w O w OCE o d Z m o n o o z z Z nV/¢ Z oo w�mWow`~'wwZwM �w NwazLF(:)L'i ao} 2 tnWO ¢5 0(0 wwdzK K¢ () NUp(naD�aawpa� Q Q 0>= - JO Mill�LLLL _j 00(15 J m _J >= �_ J= w Q� T I- o = o I a- MN� CrJ C\) 0 I� w z z W ISSUE BLOCK 10.01 .1 31 PLAN REV. CHECKED BY: DF DRAWN BY: JCF FILE NAME: A8.1 DOCUMENT DATE: 08-09-13 SCHEDULES O N Q SHEET: A8.1 '4 1 DRILL AND EXPDXY SET #3 BARS x 18" LONG @ 2'-0" O.C. INTO EXISTING AT LOCATIONS WHERE INFILL IS 4" OR GREATER a D = SLAB THICKNESS PER GENERAL NOTES 11=i I!-1 I I-i I Ir STEEL COLUMN "I ^' ""' PROVIDE 1 I NC GROUT BELOW BF EXISTING SLAB TO LOWER FOR WALL TO EN STOREFRONT COLUMN @ VESTIBULE S1.0 A Scale: 3/4" =1°-0" p � CONSTRUCTION JOINT 1. a PROVIDE BONDING AGENT BETWEEN NEW AND EXISTING CONCRETE TYP. PROVIDE NEW SLAB AT RECESSED FLOOR SLABS W/ 6x6-W1.4XW1.4 WWR "x6xl0 BASEPLATE W/ (2) %"0 ANCHOR BOLTS @ HSS4x4xY4 COLUMNS DRILL AND EPDXY SET INTO EXISTING SLAB TOOLED JOINT NOTE: PROVIDE JOINT FILLER AT #4 BARS x 18" LONG @ 2'-0" O.C. D SLAB THICKNESS PER EXPOSED FLOOR SLABS WRAP ONE END WITH BUILDING = GENERAL NOTES z FELT OR PROVIDE SLEEVES TO o PREVENT BOND a 4 I I I I —.'. I I_I I I—III=1 l i =1 I I —III —I I —I I I_I I_I I I —III —III —III —I 1llll'`II��IIII III III III=III��III��III III III�III 111�111�111= I ill III—! 1.04 SAWED JOINT MAX EXPOSED FLOOR SLABS REINFORCING BARS PER MMIN N. GENERAL_ NOTES o zi ° Q D = SLAB THICKNESS PER __ r i GENERAL NOTES-- � I - i i I �.fjv.y 0 0 10' 9" 1'4" 0 0 DRILL AND EXPDXY SET #3 #3 TIES @ 9" O.C., I i COLUMN PER I I BARS @ V-6" O.C. INTO ISTING (MIN. (2) PER SIDE) TOP (3) @ 3" O.C. i i STORAGE MFR. EXI 1 I 1 I 1 BASE PLATE & ANCHOR I I (8) #5 DOWELS i i BOLTS PER MEZZ. MFR. I I I I CONCRETE SLAB ON GRADE PER I I I I EXISTING SLAB GENERAL FOUNDATION NOTES TO REMAIN I I I I I I I I I 1 I I T/ EXISTING EL=100'-0" a M1 C d 4 .. e ,a a 4 Lu a v. a' 4 a a a O 4 -' .. .b - - s, . 4 <i .. .. e as 4 ° v C CO c 4 w__ a ® t a .L �" R - d 4-.b O .0 G Q a 6 .4 . a 4. z SEE PAD FOOTING SCHEDULECo FOR SIZE & REINFORCING 6" MIN Pi —PAD FOOTING MARK CC�� ®ry er TOP OF PAD FOOTING ELEVATION NOTE: SEE PAD FOOTING SCHEDULE FOR SIZES AND REINFORCEMENT PAD FOOTING SCHEDULE MARK LENGTH WIDTH DEPTH REINFORCEMENT REMARKS P1 12'-0" 2'-0" 18" #5 BARS EA WAY@ 10" O.C. EXISTING WALL TO REMAIN EXISTING FOOTING TO REMAIN DRILL AND EXPDXY SET #6x48" LONG BAR @ 12" O.C. INTO EXISTING FOOTING AND/ OR WALL (F.V.) GENERAL PLAN NOTES 1 SLAB ON GRADE IS 4" THICK EXCEPT AS INDICATED WITH 6x6xW1 AxW1.4 WWF OVER 10 MIL VAPOR RETARDER OVER 4" OPEN GRADED GRAVEL (ASTM C33 No.57). f 1 CJ - SAWN OR CONSTRUCTION JOINT IN FLOOR SLAB, SEE C/S1.0 & D/S1.0 RESPECTIVELY. ESEE ARCHITECTURAL AND PLUMBING SHEETS FOR WATER -PROOFING AND STORM WATER DRAINAGE REQUIREMENTS. SEE SHEET S0.0 FOR GENERAL STRUCTURAL NOTES. SLOPE SLAB TO FLOOR DRAINS. ElCENTER ALL SPREAD FOOTINGS ON CENTERLINE OF PRE-ENGINEERED STEEL COLUMNS. GRID LINES ARE TO CENTERLINE OF COLUMN AND/OR OUTSIDE FACE OF BASE PLATE, AS INDICATED ON PLAN, F8 COLUMN PEDESTALS ARE 24"1 UNLESS NOTED OTHERWISE. 7" CONCRETE PAVING W/ #5 BARS @ 12" O.C. EACH WAY OVER APPROVED SUBGRADE . TYPICAL @ ALL EXTERIOR PADS FOR BAILER, TRUCK DOOR, ETC. NEW CONCRETE RAMP PER ARCH ...........:: ........ .......... v .... o� ...... ..... ............. Co ........... SJ.........`. _ . . ...... ..... . .. . ..... . ... ..,.... :' \ .. RAISE EXISTING SLAB AS REQUIRED TO MATCH EXISTING. AT LOCATIONS WHERE ". THE RECESS IS MORE THAN 2" PROVIDE CONCRETE SLAB W/ 6x6 W2.1xW2.1. WHERE RECESS IS LESS THAN 2" UTILIZE °. SELF LEVELING TOPPING. PATCH SLAB AT, DEMOED AREAS AS REQUIRED RAISE EXISTING SLAB AS REQUIRED TO MATCH EXISTING. AT LOCATIONS WHERE THE RECESS IS MORE THAN 2" PROVIDE CONCRETE SLAB W/ 6x6 W2.1xW2.1. WHERE RECESS IS LESS THAN 2" UTILIZE SELF LEVELING TOPPING. PATCH SLAB AT DEMOED AREAS AS REQUIRED Co IN o0 co T 0C) z i n_ u- Lu Z � � r LLl > Lu m ti LL> d CID w co LL Ham- lJ.l w 0 Wo t- z J UU- :D �z z oa O N� U w fez Q, F-®LL k' z��ozww w� RiE *z ¢ �wXl=oo o ��®JaoaZga=who o Q �F- F-JW01-lal 5nw z k`'h`ow ®UC9a0} u) �V) oa o:0www_zo:a< D N U® aD re 0-aw®11IL:2 CHECKED BY: ARM, BSW DRAWN BY: MRH FILE NAME: S1-0-ZEPHYRHILLS-FL-FND DOCUMENT DATE: 08-09-13 FOUNDATION PLAN AN FOUNDATION PLAN Sl.?A Scale: 1/8" = 1'-011 SHEET- S1.0 30'-3" 31'-11" 56'-0" BEAMS PER STORAGE STRUCTURE MFR. —Y G PRE FABRICATED S2.1 COLUMNS PER STORAGE ........ ....... STRUCTURE MFR. ... .... .. _... .. ................ 7-8-N MEZZANINE FRAMING PLAN s2.0 Scale: 3/32" = V-0" CONTRACTOR TO EXPOSE EXISTING FOUNDATIONS & FRAMING PRIOR TO ORDERING STEEL TO VERIFY ALL DIMENSIONS AND EXISTING CONSTRUCTION MATCHES ASSUMED FOUNDATIONS & FRAMING. 31'-3" I tz 80OS162-68 BOX HEADER 80OS162-68 BOX HEADER B/BM = 107'-0" B/BM = 107'-0" B/BM = 110'-8" B/BM = 110'-8" m ME GENEPAL PLAN NOTES SEE SHEET S0.0 FOR GENERAL STRUCTURAL NOTES. CONTRACTOR TO FIELD VERIFY ALL DIMENSION AND EXISTING CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. (� 1 GENERAL CONTRACTOR TO COORDINATE LOCATION OF ROOF TOP UNITS AND OPENINGS WITH EXISTING BARJOIST SPACING. GENERAL CONTRACTOR TO CONFIRM SIZE AND LOCATION OF ROOF TOP UNIT AS SHOWN ON PLANS. i E ".ALI_ ROOF JOIST SIZES AND SPACING WAS ASSUMED, PRIOR TO INSTALLING NEW RTU'S G.C. TO VERIFY JOIST SIZES, FROM JOIST TAG OR DIMENSIONAL MEASUREMENTS, AND SPACING & NOTIFY STRUCTURAL ENGINEER OF RECORD OF ANY DISCREPANCIES. CONTRACTOR TO EXPOSE EXISTING FOUNDATIONS & FRAMING PRIOR TO ORDERING STEEL TO VERIFY ALL DIMENSIONS AND EXISTING CONSTRUCTION MATCHES ASSUMED FOUNDATIONS & FRAMING. 00 00 ® co ao 00 rnw co m Z v dxx W Of W ® !n W Z m d z J e1 Lli m 0 LL1 0 OJ J W eta - (O LL h w w d � cS W J F_ 2 W -1 U LL D �z V) Z oQ 0 N (n U w wli.Q (%j 0 Mowm �a¢D�o o w Z � W -� w d U U W 0 Q n , fY~ y-h_—w Zmw ZW� Q QW F S O O m= Z Q N 0 Km<) a<z O(L O0O0 LL dpJ OFZMF 0w�1- fnU-�n�WQ�X(nWp�Q% O 3wz`jUw�o F— zvai��o�n�ww��ou�o Q 0 N � Nw mO;MOmwO mw WwZwm F rnw=Zwt<zowEL,005a'o} F- tn�OQO�cnw��zw�Q (n F 0 0 M EL a (L (L M ..r f No. PE0,0061982 `9 t L.L Q W 0 D , ILL LL cn J -i oomEE W_j12rc,—, �QLu N N Y w `'M Z W 0 ISSUE BLOCK 1\ 10/01/13 MEZZ REV. CHECKED BY: ARM DRAWN BY: BSW FILE NAME: S2-0-ZEPHYRHILLS-FL-FRM DOCUMENT DATE: 08-09-13 A FRAMING PLAN S2.oA Scale: 3/32" = V-0" SHEET: S2. 0 PANEL P3 (EXISTING "P6", ELECTRICAL CONTRACTOR TO DEMO EXISTING PANEL N (EXISTIN o Q a) Q� L a Q) N O N f \ N N � O [n O N W qn Q CJ c c / Q N _J E L / N � C U) C C- C L L O L C �Q- Q N r, O O o� �o ��2 O O CV N � N � �D O o� wn O z c- ELECTRICAL ROOM/MEZZANINE POWER PLAN- 1 /4"=1'-0" P1 f 22 UH#3 + HUH#4 R214 i (40/220 (40/3) NOTES: 1. FOR SIGN DESIGN DETAILS; COLOR, SIZE, ILLUINATION, ETC. CONTACT LARRY HOSTETTER WITH HOBBY LOBBY AT (405) 745-1175 _ F 2. E.C. SHALL ROUGH IN POWER AND MAKE FINAL CONNECTION TO SIGN. 3. ALL BUILDING SIGN CIRCUITS SHALL HAVE A DEDICATED GROUND. 4. ALL TRANSFORMERS ARE 120V PRIMARY. ©V +120" UH#5 ; 3 UH#6 P 5-i--�... (40/3) 7 (40/3) O MEZZANINE POWER PLAN- do 1 /4"=1'—O" ), ti 3 2 1 , J +4�48 _ +48'' GFI GFI GFI GFI 7 i „ - 4 p+48"_j GF�„ +54" I z I -- 25 - 15 qWHr ..: r- i _ M _ - -- - _ _ _ _.._ _ __ �.__ - . _ ;s P P P P 1 P1__- n. x 36 38 40 42 GFI �--! _ ;i (20/2 I a 35 4 8_ 6 `t 4.�1 E t I r ; s E. ! "�S 39,1 aPi PRINKLER '�-Ll -22; V, NEMA L-14-20R FRAME +42 29 HUBBELL #2410A TWISTLOCK ROOM +48" ROOM EMPLOYEE GFI E 117 LOUNGE 102 3I I 107 P113 1 ° I 48" P1 P111 9 U , I -- 2 J _ i +4 _ � + 48 3 FRAME ROOM AND EMPLOYEE LOUNGE POWER PLAN ti 1 /4"=1'-0" 5.4 5,3 5 4.9 2.4 2 1,9 1.6 Pi .__PLAWtclD CO] '1 FRONT OFFICE POWER PLAN , 2809 Ajax Avenue Suite 100 Rogers, Arkansas 72758 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 w Wwo W w MOZ n zQ—'o D ow NzcF �LdO < W o r0U,0� <5oU- Z0ZL.i dQ �pQJ�O�U OQrr� Of w� 3z Q �w�Fpo OLL- c U-0:2 Q oolwn� ZO 3w�8o=oow,:E�o� OIL z\� oo' r�z' Z(n Q wo — 41 J Z Q �o� ) Ow wno 3 �v }vi v QO �UmwOMC) wZ.WM �nwaz��ow�000ao} to �v� 0 Q Z) d' V) ul X X Z X' X Q Z) () 0(nn.�=aawoaM ce- Q Q 0 W J O J �:DLL 0OJ �J >M W Q= o M LL. OCy) LU c� o CN CQ 0 CM I� w 0 ISSUE BLOCK Al 10.01.13 PLAN REV. #1 CHECKED BY: PN DRAWN BY: H S FILE NAME: E2.1 DOCUMENT DATE: 08-09-13 ENLARGED POWER PLANS SHEET: E2.1 DRAWING INDEX - GENERAL CVR COVER SHEET G1.1 BID NOTES F1.0 FIXTURE PLAN (DO NOT BID) L1.0 LIFE SAFETY PLAN ARCHITECTURAL SP1.0 ARCH SITE PLAN D1.0 DEMOLITION PLAN A1.0 FLOOR PLAN A1.1 ENLARGED RESTROOM PLANS AND DETAILS A1.2 ENLARGED PLANS AND DETAILS A2.0 REFLECTED CEILING PLAN A3.0 BUILDING ELEVATIONS AND DETAILS A4,0 ROOF PLAN A5.0 WALL SECTIONS A5.1 ARCH DETAILS A6.0 DETAILS A6.1 PEGBOARD DETAILS A7.0 WALL TYPES AND DETAILS A8.0 DOOR SCHEDULE AND DETAILS A8.1 SCHEDULES STRUCTURAL SO.0 GENERAL NOTES S1.0 FOUNDATION PLAN S2.0 FRAMING PLANS S2.1 DETAILS PLUMBING P1.0 PLUMBING PLAN P1.1 ENLARGED PLUMBING PLANS P2.0 PLUMBING SCHEDULES AND DETAILS MECHANICAL M1.0 MECHANICAL PLAN M1.1 ROOF PLAN M1.2 ENLARGED MECHANICAL PLANS M2.0 MECHANICAL DETAILS M3.0 MECHANICAL SCHEDULES BUILDING CODE SUMMARY NAME OF PROJECT: ZEPHYRHILLS, FLORIDA STREET ADDRESS: 7333 GALL BOULEVARD PROPOSED USE: RETAIL CODES: BUILDING CODE 2010 FLORIDA BUILDING CODE PLUMBING CODE 2010 FLORIDA BUILDING CODE, PLUMBING MECHANICAL CODE 2010 FLORIDA BUILDING CODE, MECHANICAL FUEL GAS CODE 2010 FLORIDA BUILDING CODE, FUEL GAS ELECTRICAL CODE 2011 NATIONAL ELECTRICAL CODE FIRE CODE FLORIDA FIRE PREVENTION CODE ENERGY CODE 2010 FLORIDA BUILDING CODE, ENERGY CONSERVATION ACCESSIBILITY: ACCESSIBILITY 2010 FLORIDA BUILDING CODE, ACCESSIBILITY ELECTRICAL E1.0 LIGHTING PLAN E1.1 ENLARGED LIGHTING PLANS E2.0 POWER PLAN E2.1 ENLARGED POWER PLANS E3.0 ELECTRICAL DETAILS E4.0 ELECTRICAL DETAILS E5.0 ELECTRICAL RISER AND SCHEDULES E5.1 ELECTRICAL SCHEDUI ES E6.0 TELECOM PLAN E7.0 AUDIO PLAN REVISED SHEETS: CVR, L1.0, F1.0, A1.0, A1.2, A5.0, A5.1, A8.0, A8.1, OCCUPANCY: MERCANTILE: ASSEMBLY (1 PER 15): 345 S.F. = 23 OCCUPANT LOAD = 5 INCHES REQUIRED STORAGE (1 PER 300): 2,035 S.F. = 7 OCCUPANT LOAD = 2 INCHES REQUIRED BUSINESS (1 PER 100): 1,822 S.F. = 19 OCCUPANT LOAD = 4 INCHES REQUIRED MERCANTILE (1 PER 30): 41,813 S.F. = 1,394 OCCUPANT LOAD = 279 INCHES REQUIRED MEZZANINE (1 PER 300): 2,548 S.F. = 9 OCCUPANT LOAD = 3 INCHES REQUIRED TOTAL: 48,564 S.F. 1,635 OCCUPANT LOAD TYPE OF CONSTRUCTION: IIB (SPRINKLERED) ALLOWABLE AREA: 57,250 SECTION 506 FIRE PROTECTION: BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 EXTERIOR BEARING WALLS 0 STRUCTURAL FRAME 0 ROOF/CEILING CONSTRUCTION 0 INTERIOR BEARING AND NON -BEARING PARTITIONS 0 COLUMNS 0 PLUMBING FIXTURE COUNT: 2010 FLORIDA BUILDING CODE, PLUMBING WATER CLOSETS: REQUIRED PROVIDED FEMALE 2 4 MALE 2 2 URINALS: MALE 0 2 LAVATORIES: FEMALE 2 3 MALE 2 3 DRINKING FOUNTAINS: ALL 2 2 SERVICE SINK: ALL 0 1 292 INCHES REQUIRED 500 INCHES PROVIDED ALL WOOD MATERIALS SHOWN IN DETAILS IN THESE DRAWINGS SHALL BE FIRE RETARDANT TREATED WOOD(FRTW) IN ACCORDANCE WITH FBC SECTION 603.1. THIS INCLUDES ALL REFERENCES TO "BLOCKING", "NAILERS", "PLYWOOD", "SHEATHING" AND IF APPLICABLE "WOOD STUDS". GENERAL REQUIREMENTS EXTENT OF THE WORK: • THE SPECIFICATIONS AND DRAWINGS COVER THE COMPLETE CONSTRUCTION SCOPE_ THEY ARE INTENDED TO BE COMPLEMENTARY AND ANYTHING MENTIONED OR IMPLIED BY ONE WILL BE CONSIDERED TO BE INCLUDED AS THOUGH MENTIONED BY ALL. CODES, PERMITS, LAWS, ETC.: • COMPLY WITH ALL FEDERAL, STATE, AND MUNICIPAL LAWS, CODES, ORDINANCES APPLICABLE TO THE WORK AND ALL REQUIREMENTS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS HAVING JURISDICTION. IF THE ABOVE LAWS, CODES, OR ORDINANCES CONFLICT WITH THE SPECIFICATIONS, THE LAWS, ETC., SHALL GOVERN, EXCEPT WHERE THE SPECIFICATIONS EXCEED THEM IN QUALITY OR QUANTITY OF LABOR OR MATERIALS, THE SUBCONTRACTOR WILL OBTAIN AND PAY FOR ALL PERMITS REQUIRED IN CONNECTION WITH THE EXECUTION OF HIS WORK. SAFETY: • IT IS THE POLICY OF HOBBY LOBBY STORES, INC. TO, AT ALL TIMES, PROVIDE SAFE WORK ENVIRONMENTS, CONDUCT ALL OPERATIONS IN A MANNER THAT ELIMINATES RISK TO ANY TRADES PERSON, MAINTAIN ALL CONDITIONS IN A WAY THAT ELIMINATES ALL RISK TO VISITORS AND TO THE PUBLIC, AND ELIMINATE THE RISK OF DAMAGE TO PROPERTY ON AND ADJACENT TO THE SITE. • THIS IS THE FUNDAMENTAL RESPONSIBILITY OF EVERY INDIVIDUAL ON THE SITE. ALL SUPERVISORS MUST ACCEPT COMPLETE RESPONSIBILITY FOR PREVENTION OF ACCIDENTS AND FOR SAFETY OF ALL WORK UNDER THEIR DIRECTION. • BY CONTRACT AND BY LAW, EVERY COMPANY ON THE SITE IS AT A MINIMUM TO CONFORM TO THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT, AND TO THE LAWS OF EVERY ENTITY HAVING JURISDICTION OVER THE WORK. • ANY COMPANY OR INDIVIDUAL REFUSING TO CORRECT OBSERVED SAFETY VIOLATIONS WILL BE BANNED FROM THE SITE AT LEAST UNTIL SUCH VIOLATIONS ARE CORRECTED, AND WILL BE HELD COMPLETELY RESPONSIBLE FOR ALL RESULTING EFFECTS, HAZARDOUS MATERIALS: • IN THE EVENT A SUB -CONTRACTOR DISCOVERS, AT ANY TIME DURING DEMOLITION, CONSTRUCTION, AND OR REMODELING OPERATIONS, EXISTING CONDITIONS THAT COULD INCLUDE THE PRESENCE OF MOLD, MILDEW, ASBESTOS, OR ANY HAZARDOUS MATERIAL, THE SUB -CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE AND ARCHITECT/ENGINEER OF RECORD, IN WRITING, OF THE CONCERNS AND OR SUSPICIONS. • ONCE DISCOVERY OR SUSPICION OF MOLD, MILDEW, ASBESTOS, OR ANY HAZARDOUS MATERIAL IS MADE, THE SUB -CONTRACTOR SHALL TAKE ALL REASONABLE AND PRACTICAL PRECAUTIONS TO PROTECT ALL CONSTRUCTION PERSONNEL AND THE PUBLIC FROM THE EXPOSURE TO ANY HAZARDOUS MATERIAL AND SUCH PRECAUTIONS SHALL REMAIN IN PLACE UNTIL SUCH TIME AS THE OWNER OR HEALTH AUTHORITY DIRECTS OTHERWISE. CONSTRUCTION OPERATIONS SHALL NOT BE STOPPED OR CURTAILED, EXCEPT IN THE AREA OF MOLD THE HAZARDOUS MATERIAL CONCERN DUE TO THESE REQUIRED PRECAUTIONS. • THE SUB -CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID CONDITIONS FAVORABLE TO THE DEVELOPMENT OF MOLD AND MILDEW, ESPECIALLY IN VOIDS WHICH WILL BE CONCEALED AND NOT VENTILATED. IN ALL CASES, INTERIOR SPACES AND INTERIOR FINISHED CONSTRUCTION SHALL BE MAINTAINED IN DRY AND WELL -VENTILATED CONDITIONS. • THE SUB -CONTRACTOR SHALL COMPLY WITH FEDERAL ENVIRONMENTAL AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS AND ALL LOCAL AND STATE HEALTH DEPARTMENT REQUIREMENTS AND RECOMMENDATIONS REGARDING MOLD, MILDEW, ASBESTOS, OR ANY HAZARDOUS MATERIAL. CONFLICTS IN DOCUMENTS AND CONDITIONS: • THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND SHALL REPORT IMMEDIATELY TO THE SUPERINTENDENT ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. IF THE SUB -CONTRACTOR PERFORMS ANY WORK KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT IMMEDIATE NOTICE TO THE SUPERINTENDENT, THE SUB CONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT OF THE ATTRIBUTABLE COSTS FOR CORRECTION. • THE SUB CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND SHALL CAREFULLY COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION KNOWN TO THE SUB CONTRACTOR WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE SUPERINTENDENT AT ONCE. • THE SUB CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SUBMITTALS APPROVED BY THE GENERAL CONTRACTOR. THE SUB CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS OR, WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA, OR SAMPLES FOR SUCH PORTION OF THE WORK. HOBBY LOBBY CONTACTS RESPONSIBILITIES CONTACT PHONE/FAX/EMAIL STOCKROOM DOORS, FLOOR HOBBY LOBBY P (405) 745-1651 TILE, BALE LIFT, LIGHT 7707 S.W. 44TH STREET F (405) 745-1634 FIXTURES, PEGBOARD, AND OKLAHOMA CITY, OK 73179 kimberly.slocum@hobby PLUG MOLD DISPLAYS. ATTN.: KIM SLOCUM lobby.com PERMITTING HOBBY LOBBY P (405) 745-1610 7707 S.W. 44TH STREET F (405) 745-1772 OKLAHOMA CITY, OK 73179 lonnie.glidewell@hobbylobby.com ATTN.: LONNIE GLIDEWELL FIRE ALARMS HOBBY LOBBY P (405) 745-1548 7707 S.W. 44TH STREET F (405) 745-1634 OKLAHOMA CITY, OK 73179 rebecco.shingler@hobbylobby.com ATTN.: REBECCA SHINGLER COMPACTOR SYSTEMS HOBBY LOBBY P (405) 745-1351 7707 S.W. 44TH STREET F (405) 745-1637 OKLAHOMA CITY, OK 73179 jack.johnston@hobbylobby.com ATTN.: JACK JOHNSTON SIGNAGE HOBBY LOBBY P (405) 745-1178 7707 S.W. 44TH STREET F (405) 745-1855 OKLAHOMA CITY, OK 73179 larry.hostetter@hobbylobby.com ATTN.: LARRY HOSTETTER HVAC EQUIPMENT BUYER HOBBY LOBBY P (405) 745-1237 7707 S.W. 44TH STREET F (405) 745-1634 OKLAHOMA CITY, OK 73179 jason.snook@hobbylobby.com ATTIC: JASON SNOOK UTILITY COORDINATION HOBBY LOBBY P (405) 745-1791 7707 S.W. 44TH STREET F (405) 745-1634 OKLAHOMA CITY, OK 73179 terry.jack@hobbylobby.com ATTN.: TERRY JACK TELECOMMUNICATIONS HOBBY LOBBY P (405) 745-1687 7707 S.W. 44TH STREET F (405) 745-1776 OKLAHOMA CITY, OK 73179 scott.diemel@hobbylobby.com ATTN.: SCOTT DIEMEL BUILDING AUTOMATION HOBBY LOBBY P (405) 745-1237 SYSTEMS 7707 S.W. 44TH STREET F (405) 745-1634 OKLAHOMA CITY, OK 73179 joson.snook@hobbylobby.com ATTN.: JASON SNOOK SUPPLIER CONTACTS ITEMS SUPPLIED CONTACT PHONE/ FAX ELECTRICAL DISTRIBUTION CAROLINA PRODUCTS, INC. P (704) 364-9029 SYSTEM 1132 PRO AM DRIVE F (704) 367-1215 CHARLOTTE, NC 28211 ATTN.: CHRISTA TOILET PARTITIONS, GRAB Y.I. SPECIALTIES, INC. P (704) 364-9029 BARS AND MIRRORS 13801 S. SOONER ROAD F (704) 367-1215 EDMOND, OK 73034 ATTN.: RUDY YOUNG SLIDING GLASS DOORS NABCO ENTRANCES, INC. P (262) 679-7514 S81 W18717 GEMINI DRIVE F (888) 679-3319 MUSKEGO, WI 53150 ATTN.: JAN GRABOWSKI STANDARD DOORS AND GIRTMAN AND ASSOCIATES P (615) 350-6000 HARDWARE 7115 COCKRILL BEND BLVD. F (615) 350-6686 NASHVILLE, TN 37209 ATTN.: JENNIFER WONSON DEFERRED SUBMITTALS SUBMITTALS RESPONSIBLE PARTY FIRE SPRINKLER MODIFICATIONS INSTALLER FIRE ALARM MODIFICATIONS CONSULTANT OWNER: AUTHORITY HAVING JURISDICTION: HOBBY LOBBY STORES, INC. CITY OF ZEPHYRHILLS 7707 S.W. 44TH ST. 5335 8TH STREET OKLAHOMA CITY, OK 73179 ZEPHYRHILLS, FLORIDA 33542 CIVIL: ARCHITECT: STRUCTURAL: MECHANICAL: ELECTRICAL: FIRE PROTECTION AND ALARM: NOT PART OF THESE DOCUMENTS pb2 architecture + engineering METTEMEYER ENGINEERING L.L.C. pb2 architecture + engineering pb2 architecture + engineering NOT PART OF THESE DOCUMENTS 710 WEST ROSELAWN DRIVE 2101 WEST CHESTERFIELD BOULEVARD, B-105 710 WEST ROSELAWN DRIVE 710 WEST ROSELAWN DRIVE ROGERS, ARKANSAS 72756 SPRINGFIELD, MISSOURI 65807 ROGERS, ARKANSAS 72756 ROGERS, ARKANSAS 72756 p+enb-2 hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 �wIf `'_o w V~z� �o¢��o p �pz�r= 0wu>r=z� W o w��� ¢jowo¢a z� 0 0 �¢ 2tC) 0Ld QNw a w ~ p¢ J O w N U Z wr �Z ¢ O a- V) < FZ��¢jw�0 Z <U-N\U)ofa¢w0�N¢af ¢ w 4 zw O U n w 5 w w- o K Z_tov, 0,w Lj pUEtyZZ Q S'¢Jp 0,01wof V)O(A0 J ¢ =aZwr zc)r �Ow U m w O� w W wz wm Iwo o¢or =rnwoaz�cnw��z��¢ (/) r�nioornaz�aawoa� 0 Q Q � 0W - JO LL 00 U) m J >= M LU -j } W 10 =� N MN � CQ ti w z 0 ISSUE BLOCK / , \ 10.01.13 PLAN REV. #1 CHECKED BY: DF DRAWN BY: JCF FILE NAME: CVR DOCUMENT DATE: 08-09-13 COVER SHEET HEET:CVR X U L _ a :>- 0 Q 0 N � O � O O N O 0 o � w Q T C/�� �Q Q O �'t N O O = N � T m0 030 U N O 0 CN Q O U ,N 0 o Q W N zQ n 0 6 5.8 5.6 5.2 5 4.6 4 ------------- RECEIVING AREA ------ 114 SPRINKLER ROOM JANITOR MEWS 117 WOMEN'S CLOSET ALCOVE RESTROOM RESTROOM 108 106 104 1 105 n F 66 103 116 n 111 11 l� l O ALCOVE 109 \i 0 SEE _ ENLARGED SECTION B G 0 SALES FLOOR 101 ■ Q "" N Z w w. U Q 0 Q -o 0 '`SEE _ENLARGED SECTION D A.5 A.3 o - -I-- --T- ---r - - A.2 Al------------------------------------------------------------------------------- ------------------------------------------------ -------------------------------------- 4.1 4 3.7 3.5 3.2 3 2.8 2.4 2 1.9 203'-12 ENLARGED SECTION A __ �. i / / ENLARGED �� SECTION B \\ ACE OF PEG I I f' - 1 I I - 1 I I It - i - -- - ; ✓ �e ,/ co ENLARGED __________________________ -9';� CENTER SALES FLOOR SECTION E - -- ---------------- d- / O; / / 1 O / ) c- E- f 1 Cn Iw IJ i 1 Q t 1 FACE OF PEG t i O i wl i wl i i ♦ d .c ENLARGED w; J, `___ENLARGED SECTION C o `---_ O _SECTION D w w U Q 100'-0 3/4" 100'-0 3/4" w 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 4 79.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 w w�o w Dr~''' =pz�n En p Dwd pna=�o o ZW~ Zw(A~=Z w a n�� arc L � > O dLwia r UNUO¢�� O� Q��zac. <U0=o L� d 0 OhZgF- wr- �nUK�MwQ�atn�wO�aZ�- Q - N Qxwtn O � O �WLL�O�ZO�w�Zd��Q Z 0N¢0\O O� C) O O U ar of Q �wo�N=wLd BOO Y U —� < Y Q- Z w U r C) a r OfZKM of U, wU�wzUW � Owaz F-aoWL,o3oZ-j Qom = N WO Q O Ir 0 w wfk� Z w wQ U) NU o(n dOKaa wOdM- Q w0J 00U) w Q� o = o N LU N M0 C\2 � I� w z 0 ISSUE BLOCK Al 10.01.1 3 PLAN REV. #1 CHECKED BY: DF DRAWN BY: JCF FILE NAME: F1.0 DOCUMENT DATE: 08-09-13 FIXTURE PLAN (DO NOT BID FIXTURE PLAN SHEET: F1.0 U) Q) 6 5.8 5.6 5.2 5 4.6 4 6 5.9 5.4 5.3 5 4.9 4.1 4 3.7 3.5 1.9 203'-12" Area Calculations Stockroom GROUP S1 Office GROUP B Sales GROUP M Assembly GROUP A2 Mezzanine GROUP S1 F-- 0 1396.75 241,03 40065.27 344.82 1135.69 593.69 258.22 1167.56 1412.69 20.35 922.28 222.98 24.60 400.21 244.22 86.14 27.54 Total 12035.39 1821.74 41813.71 344.82 2548.38 Occupant Loads SOFT / 300 SOFT / 100 SOFT / 30 SOFT / 15 SOFT / 300 Stockroom Office Sales Assembly Mezzanine 6.78 18.22 1393.79 22.99 8.49 Total 7 19 1394 23 9 Inches Required Occupant Load x 0.2 0.3 Total Stockroom Office Sales Assembly Mezzanine 1.4 3.8 278.8 4.6 2.7 Inches Provided L Exit No. Stockroom Office Sales Assembly Mezzanine 00 1 118 L 2 118 3 2 64 4 1 2 25 5 a 5 33 0 6 32 1 a_ 7 33 ro 8 2 31 0 9 1 32 c Total 35 5 388 5 67 NFPA Life Safety (Sales Floor Inches Required x .667) Required I Provided Total Sales Front Wall Egress Inches 1185.88 1368.00 MEZZANINE --G --e 1135.69 / 300 4 OCCUPANTS EXIT #5 MEZZANINE PLAN ROTATED 90' CLOCKWISE FROM ACTUAL LAYOUT 0 S-1 MEZZANINE LIFE SAFETY PLAN 6 5.6 5.2 5 ELECTRICAL ROOM LIFE SAFETY PLAN K01 0 b2 architecture +engineeringg 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 w W L'0 w a�-z``' XOaN u, O v_o�� ZWL�=Qo w o �02 3 w a�UwF a �p ZwF Zw Q a~ O o O V 2 Z a N= 0. U� Kr Z O dN p �? O h Zg r Qj w20 �U�U1MwQQ�0�ln Q} ¢BOO^ x OO o w 4 0= o j w W ww 0< zva)aiaC0oF-cnoHwozz J awnow OaL. �n 2nwW da' awV) wQ Jp�VofZi0� O wmwowwww 0.w-oawVS m ZtoWoo3ao<r W Cf) wa:zo�()faO Q LLI JLL LL 0ou MJ � -jLU _ Q= o o a c� MNN '-' C12 0 Cr) z 0 ISSUE BLOCK I/1\I10.01.131PLAN REV. #1I CHECKED BY: DF DRAWN BY: JCF FILE NAME: 1-1.0 DOCUMENT DATE: 08-09-13 LIFE SAFETY PLAN LIFE SAFETY PLAN 3/32"=1'-0" liiliai � _�F �,r(�T ; i f 3/32"=1'- 0"�� 3/32"=1'-O" SHEET: L1.0 6 5.8 5.6 15'-0" 7'-0" 5.2 5 4.6 21'-0" )81 -112 13'-0" 20'-0" 4 6-A3.0 O Q I U) � FLOOR PLAN IQi 26'-9" 6'-g2„ 13'-0" 1'-9" 27'-72' 3'-72' 9'-01, ' 5'-3"' 10'-1" 5'-11" 1 6'-82,. 1 13'-1O-L 11'-4" 2"-8 5.4 5.3 5 4.9 4,1 4 3.7 3.5 3.2 3 2.8 2.4 2 1.9 1.6 203'-12" 4-A3.0 26'-9" EXISTING ELECTRICAL PANELS TO REMAIN REF ELECTRICAL --- NEW STAIRCASE 7- A6.0 6 5.6 5.2 5 i i L ® ELECTRICAL ROOM DINFILL PORTION, OF 115 EXISTING OPENING REF GENERAL NOTE I TYP 'EXISTING ROOF 0 ACCESS TO REMAIN i ELECTRICAL ROOM FLOOR PLAN .� i ` EXISTING LANDING LRELOCATED SHIPS i LADDER 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 Uj LL1 Or�Ll MOZ 00 Z � 8 I'll �zz �� Owcn�wz - W o ~�Lrw ¢>wp0oa w �Q 2~�¢K Ow~z QNW a r -O U)00z EEM: O azac�a=a0o=o LL- OrZg�- Ow�r cnL U)n.a�av��w��=r <�h x OOQ z0 �w4WEoDoowww0z F zI'-vSa�owrnoa"zz Q �adopwNrcw.��rNU-n0 w0Ow pz d �O=�wa�OW�az3w-,m �waz��owwoo�aor m0woaOwcnwwwzwwa (/) PZ,nioov�a�rraawoa� Q Q W JLL�LL J i O OJ m J_ J OC o N!n = o W CO N o 0 Cr) I--- w G4 z 0 ISSUE BLOCK 10.01.13 PLAN REV. #1 CHECKED BY: RTH DRAWN BY: JCF FILE NAME: A1.0 DOCUMENT DATE: 08-09-13 1I -Ir r 1 �013 FLOOR PLAN 3/32"=1'-0 �y - -- - - - - auVR 1,11 1114.111 1113 11 _I i - � SHEET: A1.0 a C_ Q) i C -C N Q t N p) N �:3 I S N � I M a) n c- 0 / " L O 0' \ ys p O � O m w = Q; U� I— Q cf)Q) N J � C O O = O N -5 n N O O N O O N Q O O 0 o Q W N n � -z Q n Ld w I L0Itp Lo to FRAME TIGH1 TO COLUMN EXISTING CMI IDItb 5/8" TYPE > BOARD OVER STUDS @ 16' 38" COLUMN FURRING 4 q �I� w L0 FRAME TIGHT TO COLUMN 5/8" TYPE X GYP BOARD OVER METAL STUDS @ 16" O.C. 5/8" TYPE BOARD OVEF STUDS @ 16 W/ BATT IN! SCHEDULED. r r-Trri ^OLUMN 'UCTURE LnI00 M wQ� r Q ~ J O � � U F ALL WOOD MATERIALS SHOWN IN DETAILS ON THIS SHEET SHALL BE FIRE RETARDANT TREATED WOOD(FRTW) IN ACCORDANCE WITH FBC SECTION 603.1. THIS INCLUDES ALL REFERENCES TO "BLOCKING", "NAILERS", "PLYWOOD", "SHEATHING" AND IF APPLICABLE "WOOD STUDS". EXISTING CMU WALL STEEL COLUMN ,REF STRUCTURE I I � 5/8" TYPE X GYP FRAME TIGHT BOARD OVER METAL TO COLUMN STUDS @ 16" O.C. ,� �CO�LUMN FURRING 1 1 /2"=1'—O" 73„ 73„ 6 5.8 5.6 5.2 35,E 8 01 1'-31,> EXISTING CMU WALL I I I I FRAME TIGHT JANITOR TO COLUMN 44 16'-10" 74 2'-11" 511, , CLOSET COLUMN FURRING COLUMN FURRING I 108 CD 7 1 1/2"=1'-0" 1 1/2"=1'-0" �I� r)I� -- — H 6 I 3 2 1� c7F7F C r71d Q0 Kir- n 1F ! �! H A I nr 171 1F �1 ENLARGED MEZZANINE PLAN ENLARGED VES 1 /4"=1'-0" ENLARG 7"-0"H PLAN ..pO �y 3 2 qINFILL EXISTING EXISTING TIBULE PLAN Ivo) EXISTING RISER EXISTING RPZ EXISTING CMU WALL 5/8" TYPE X GYP BOARD OVER METAL STUDS @ 16" O.C.--1 \ kSTEEL COLUMN \F\T\ CTURE 1-02�, FRAME TIGHT TO COLUMN COLUMN FURRING 1 1 /2"=1'-0" Ld MI00 Q F- J N O LD U 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 w 0 N z Q O °�atQ�nU�Wi- Ko43�- Z KZWn0- oz 'r=Q w NSW Q5c>wOz�Q 'w z,ww Q QrO v)=zQN Of wFZQJOW02Zpr nQa?WoorZ�1­oaLoQMwQ7Q/lw0 00,o=aow wWW��O >- � zuaiviQroo�cn w� o z zK OJU�+ W U�wzU W d o LLJ w a Z F~ OLLJ W W� aO a Q O m =tn WO Q� w tN I.J Wa: z w wQ (n �-=)NL)n0aZ)Q:aaw0a75 � Q Q � W� — J JO ��LL 0 O J 0. _I J= W<}o Z_ N LL (D= Ia CeD MN N c� of P---0 w z GA 0 ISSUE BLOCK / 1 \ 10.01.13 PLAN REV. #1 CHECKED BY: DF DRAWN BY: JCF FILE NAME: A1.2 DOCUMENT DATE: 08-09-13 ENLARGED PLANS AND DETAILS SHEET: A1.2 U N C- a) Q (- (1) N = O � I r m / Q) a) L� r- U c, CY' N .� I� O �T) a, / o Co w >� Q � Cn C- Q C/) N Q J I� O c � C- O CT, r-j = O N r j ry T n )�:-0 FURRING REQUIRE EXISTINC STRUCTL TO REMi NEW EX' SYSTEM, ADJACEP 1 /2" DE NEW EX FINISH � SHALL E WITH EX EXTERIO BEYOND PROVIDE TRANSIT BETWEEI EXISTINC EXISTINC FINISH E EXISTINC LIGHTS REMAIN VESTIBULE SECTION 3/8" = 1'-0" " � - � VESTIBULE 3EC IN P )N EXISTII LIGHTS REMAII EXISTII` CANOF REMAII` EXISTING WALL ABOVE TO REMAIN EXISTING STRUCTURE TO REMAIN T.O. STUDSMV FURRING REQUIRE EXISTINC STRUCT( TO REM, NEW EX SYSTEM, ADJACEI 1 /2" DE NEW EX FINISH SHALL E WITH EX EXTERIO BEYOND PROVIDE TRANSIT BETWEEI EXISTINC EXISTINC FINISH E EXISTINC LIGHTS REMAIN WALL TO JRE 4IN ALL WOOD MATERIALS SHOWN IN DETAILS ON THIS SHEET SHALL BE FIRE RETARDANT TREATED WOOD(FRTW) IN ACCORDANCE WITH FBC SECTION 603.1. THIS INCLUDES ALL REFERENCES TO "BLOCKING", "NAILERS", "PLYWOOD", "SHEATHING" AND IF APPLICABLE "WOOD STUDS". EXISTING ROOF AND STRUCTURE TO REMAIN EXISTING STOREFRONT SYSTEM TO REMAIN REF A3.0 6,-C)"A FRAME NEW WALL >TUDS TIGHT TO EXISTING HEADER 'PE "X' �RD EXISTING CMU WALL EXISTING STRUCTURE TO REMAIN EXISTING PROVIDE �` PROVIDE STRUCTURE BLOCKING TO BLOCKING TO TO REMAIN STRUCTURE STRUCTURE PEGBOARD ATTACH TO L.f REF 1-A6.1 ATTACH TO STRUCTURE STRUCTURE REF 4- A7.0 FOR WITH WALL TIEIf 1 110'-8" WITH WALL TIE WALL FURRING EXISTING PATCH AND CANOPY TO 5 NEW CEILING REF A2.0 B.O. STEEL PROVIDE 12" METAL STUD REPAIR SOFFIT REMAIN A5.1 BOX BEAM HEADER AS REQUIRED REF A2.0 qv CONTINUE FINISH ALUMINUM STOREFRONT ALUMINUM SYSTEM UP TO NEW CEILING REF A2.0 PEGBOARD 1 1 SYSTEM WITH IMPACT f STOREFRONT SYSTEM EXISTING SOFFIT , TYPE 'X REF 1-A6.1 �` RESISTANT GLAZING �` WITH 1/4" GLAZING 5/8" TYPE "X" GYPBOARD 2 GYP BOARD 9 � A5.1 NEW EX 3-5/8" METAL A5.1 A5.1 SYSTEM,rERIOR MATCHFINISH EXISTING STUDS WITH ONE ADJACENT FINISH LAYER 5/8" TYPE "X" GYP BOARD 103'-10" 1 /2" DENS GLASS EACH SIDE DOOR SYSTEM REF DOOR SYSTEM REF T.O. SILL BAIT INSULATION SCHEDULE SCHEDULE (R-19) EXISTING SLAB 1 A5.1 4" SPLIT FACE CMU EXISTING SLAB AND FOUNDATION BUILD WALL IN PLACE OF REMOVED STOREFRONT I SYSTEM REF A1.0 I VESTIBULE SECTION 3/8" = 1'-0" VESTIBULE DEMOLITION SECTION EXISTING WALL ABOVE TO REMAIN EXISTING STRUCTURE TO REMAIN EXISTING CEILING TO REMAIN EXISTING STRUCTURE TO REMAIN REMOVE EXISTING CEILING AND ALL ASSOCIATED FRAMING REMOVE EXISTING PARTITION AND ALL ASSOCIATED FRAMING XISTING SLAB VESTIBULE SECTION, 3/8" = 1'-0" 1 VESTIBULE DEMOLITION SECTION VG LL qG LL )N 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 Uj Ld O zw 2oZ- K to w:E � ¢-�O D w0 -z0 F zwln~2Q's W ¢V>Uw~ ¢ O wr1w- ZKFOZo ¢¢ r~ O< p O v, 2 Z¢ N= w p¢ Ew Ug,QZ r duo}ao,zor. o=o O 3W�WPUCIwoow;wdow Z oa -�Z Z(nfJ1¢a0L w� O Z Q Q¢-o pw Fl2w� 0 -0 �U > rmw,OKuwwuw�¢wwz§ Nw=r�wwc �azw�o-Do O>- N OU D Z) w(n w a w w w ag Q 0 ~ JO J LL=) ILL 0 0 m J J = W Q �- = o a- �M N0 o M ti Mr z 0 ISSUE BLOCK / l \ 10.01.13 PLAN REV. #1 CHECKED BY; DF DRAWN BY: JCF FILE NAME: A5.0 DOCUMENT DATE: 08-09-13 WALL SECTIONS O LQ w N z a n % 3/8" = 1'-0" 3/8" = 1'-0" 3/8" = 1'-O" ;1 VESTIBULE DEMOLITION SECTION, 3/8" = 1'-0" SHEET: A5.0 C_ T c � a) 0_ C- v (D) N ::3 I _� o LnCn m v 7; Q a_ co 0 o a' � o -,,-a o � w >C- cn T 0- Vn N Q J I� 0 N o U) �o = N ry >, m n n 0 o -C 1-11 N � 0 0 N Q o � oQ W N �n z a n / PRESERVATIVE & FIRE RETARDANT TREATED Y2" PLYWOOD SUBSTRATE, EACH SIDE OF COLUMN CONTINUOUS BACKER ROD AND SEALANT EACH SIDE OF FRAME FRAME OF PRE -FINISHED INSULATED ALUMINUM SLIDING ENTRANCE DOOR SYSTEM SHIMS PRESERVATIVE & FIRE RETARDANT TREATED 2x- WOOD BUCK FRAME; / CUT TO FIT CONDITIONS, EACH SIDE OF COLUMN SELF-ADHEREING MEMBRANE FLASHING, COVER FACE OF PLAYWOOD AND FULLY EXTEND TO INTERIOR SIDE OF STOREFRONT ENTRANCE & OVERLAP JOINT BETWEEN PLYWOOD & DENS GLASS SHEATHING. EXTERIOR SIDE, PRE -FINISHED ALUMINUM BREAK METAL COLUMN WRAP; FINISH TO MATCH STOREFRONT SYSTEMS EXISTING FRAMING TO REMAIN EXISTING SUBSTRATE TO REMAIN; REPAIR AS REQUIRED EXISTING FINISH SYSTEM TO REMAIN - EXISTING VAPOR BARRIER SYSTEM / TO REMAIN REPAIR EXISTING FINISH SYSTEM EDGE TRIM OF EXTERIOR FINISH SYSTEM INSTALL OVER FLASHING SELF-ADHEREING MEMBRANE FLASHING, EXTEND FROM INTERIOR OF WINDOW TO & OVERLAP EXISTING VAPOR/ BARRIER CONTINUOUS BACKER ROD AND SEALANT SHIMS IMPACT RESISTANT 1 GLAZING PRESERVATIVE & FIRE RETARDANT TREATED Y2" PLYWOOD SUBSTRATE, EACH SIDE OF COLUMN CONTINUOUS BACKER ROD AND SEALANT EACH SIDE OF FRAME FRAME OF PRE -FINISHED INSULATED ALUMINUM SLIDING ENTRANCE DOOR SYSTEM SHIMS SELF-ADHEREING MEMBRANE FLASHING, COVER FACE OF PLAYWOOD AND FULLY EXTEND TO INTERIOR SIDE OF STOREFRONT SYSTEMS, EACH SIDE OF COLUMN EXTERIOR SIDE, PRE -FINISHED ALUMINUM BREAK METAL COLUMN WRAP; FINISH TO MATCH STOREFRONT SYSTEMS / CONTINUOUS BACKER ROD AND SEALANT- DG T I OF EXTERI F S S M I8 6 1N� DETAIL STRUCTURAL STEEL TUBE REF STRUCTURAL DRAWINGS INTERIOR SIDE, PRE -FINISHED ALUMINUM BREAK METAL COLUMN WRAP; FINISH TO MATCH STOREFRONT SYSTEMS CONTINUOUS BACKER ROD AND SEALANT J- MOLD TRIM 5/8" TYPE X GYP BOARD R-19 BATT INSULATION 6" GALV METAL STUDS 1/2" DENS GLASS SHEATHING VAPOR BARRIER EXTERIOR FINISH SYSTEM TO MATCH ADJACENT EXISTING EXTERIOR FINISH SYSTEM SELF-ADHEREING MEMBRANE FLASHING, TO SEAL EDGE OF CLEAT AND SECURE EDGE OF VAPOR BARRIER GALV METAL CLEAT INTERIOR SIDE, PRE -FINISHED ALUMINUM BREAK METAL COLUMN WRAP; FINISH TO MATCH STOREFRONT SYSTEMS CONTINUOUS BACKER ROD AND SEALANT EACH SIDE OF FRAME FRAME OF PRE -FINISHED INSULATED ALUMINUM STOREFRONT WINDOW SYSTEM IMPACT RESISTANT GLAZING SHIMS SELF-ADHEREING MEMBRANE FLASHING, COVER JOINT BETWEEN INTERIOR & EXTEREIOR COLUMN WRAP SECTIONS, TYPICAL EACH SIDE PRESERVATIVE & FIRE RETARDANT TREATED 2x- WOOD BUCK FRAME; CUT TO FIT CONDITIONS, EACH SIDE OF COLUMN STRUCTURAL STEEL TUBE REF STRUCTURAL DRAWINGS WINDOW & DOOR JAMB DETAIL 6" = 1'-0" WINDOW HEAD DETAIL 6" = 1'-0" EXISTING FINISH SYSTEMTO REMAIN; REPAIR AND REFINISH AS REQUIRED PRESERVATIVE & FIRE RETARDANT TREATED 2x6 WOOD BUCK FRAME; CUT TO FIT CONDITIONS CONTINUOUS BACKER ROD AND SEALANT FRAME OF PRE -FINISHED INSULATED ALUMINUM STOREFRONT WINDOW SYSTEM IMPACT RESISTANT GLAZING LINE OF END DAM BEYOND SHIMS CONTINUOUS BACKER ROD AND SEALANT PREFINISHED METAL PAN FLASHING WITH END DAMS SELF-ADHEREING MEMBRANE FLASHING, FULLY EXTEND UNDER WINDOW AND 2" DOWN FACE OF SHEATHING TO SECURE VAPOR BARRIER - EDGE TRIM OF EXTERIOR FINISH SYSTEM INSTALL OVER FLASHING VAPOR BARRIER EXTERIOR FINISH SYSTEM TO MATCH ADJACENT EXISTING EXTERIOR FINISH SYSTEM 1/2" DENS GLASS SHEATHING SELF-ADHEREING MEMBRANE FLASHING, COVER FACE OF PLAYWOOD AND FULLY EXTEND TO INTERIOR SIDE OF STOREFRONT SYSTEMS, EACH SIDE OF BEAM EXTERIOR SIDE, PRE -FINISHED ALUMINUM BREAK METAL BEAM WRAP; FINISH TO MATCH STOREFRONT SYSTEMS SHIMS CONTINUOUS BACKER ROD AND SEALANT EACH SIDE OF FRAME FRAME OF PRE -FINISHED INSULATED ALUMINUM SLIDING ENTRANCE DOOR SYSTEM SELF-ADHEREING MEMBRANE FLASHING, COVER JOINT BETWEEN INTERIOR & EXTEREIOR BEAM WRAP SECTIONS, TYPICAL EACH SIDE ALL WOOD MATERIALS SHOWN IN DETAILS ON THIS SHEET SHALL BE FIRE RETARDANT TREATED WOOD(FRTW) IN ACCORDANCE WITH FBC SECTION 603.1. THIS INCLUDES ALL REFERENCES TO "BLOCKING", "NAILERS", "PLYWOOD", "SHEATHING" AND IF APPLICABLE "WOOD STUDS". IMPACT RESISTANT GLAZING FRAME OF PRE -FINISHED INSULATED ALUMINUM STOREFRONT WINDOW SYSTEM CONTINUOUS BACKER ROD AND SEALANT EACH SIDE OF FRAME SHIMS PRESERVATIVE & FIRE RETARDANT TREATED Y2" PLYWOOD SUBSTRATE, EACH SIDE OF BEAM INTERIOR SIDE, PRE -FINISHED ALUMINUM BREAK METAL BEAM WRAP; FINISH TO MATCH STOREFRONT SYSTEMS STRUCTURAL STEEL TUBE REF STRUCTURAL DRAWINGS PRESERVATIVE & FIRE RETARDANT TREATED 2x- WOOD BUCK FRAME; CUT TO FIT CONDITIONS, EACH SIDE OF BEAM DOOR/TRANSOM MULLION DETAIL, 6" = 1'-0" FRAME OF PRE -FINISHED INSULATED ALUMINUM STOREFRONT WINDOW SYSTEM CONTINUOUS BACKER ROD AND SEALANT SHIMS EXISTING FRAMING TI REMAIN EXISTING SUBSTRATE TO REMAIN; REPAIR AS REQUIRED ------ EXISTING FINISH SYSTEM TO REMAIN - EXISTING VAPOR BARRIER SYSTEM TO REMAIN J- MOLD TRIM PRESERVATIVE & FIRE RETARDANT TREATED 2x- WOOD BUCK REPAIR EXISTING FRAME; CUT TO FIT FINISH SYSTEM CONDITIONS EDGE TRIM OF EXTERIOR STRUCTURAL STEEL TUBE FINISH SYSTEM INSTALL REF STRUCTURAL DRAWINGS OVER FLASHING SELF-ADHEREING MEMBRANE FLASHING, EXTEND FROM 6" GALV METAL TRACK INTERIOR OF WINDOW TO & OVERLAP EXISTING VAPOR/ BARRIER 5/8" TYPE X GYP BOARD CONTINUOUS BACKER ROD AND SEALANT R-19 BATT INSULATION SHIMS 6" GALV METAL STUDS AT 16" OC IMPACT RESISTANT GLAZING n WINDOW SILL DETAIL "`VIDE FULL WIDTH END AT ALL TERMINATIONS CONTINUOUS SEALANT SEAMS DO NOT HANICALLY FASTEN END THRU SILL PAN STOREFRONT SILL FLASHING DETAIL NTS I I COORDINATE WITH SLIDING DOOR MANUFACTURER B.O. STEEL ALUMINUM STOREFRONT SYSTEM 040 GAUGE BREAK METAL BEAM Y_CAP BOTH SIDES APPLY CONTINUOUS SEALANT BETWEEN STOREFRONT AND DOOR SYSTEM MATCH STOREFRONT COLOR I I HSS BEAM REF STRUCTURE —ALUMINUM DOOR SYSTEM REF SCHEDULE TRANSOM SUPPORT 1 1/2" = 1'-0" WINDOW 6" = 1'-O" TAIL CONTINUOUS BACKER ROD AND SEALANT PRESERVATIVE & FIRE RETARDANT TREATED 2x6 WOOD BUCK FRAME; CUT TO FIT CONDITIONS FRAME OF PRE -FINISHED INSULATED ALUMINUM STOREFRONT WINDOW SYSTEM JAMB DETAIL. SELF-ADHEREING MEMBRANE FLASHING 1" AIR SPACE KEEP CLEAR INSTALL OVER SHEATHING & OF GROUT METAL FLASHING SELF-ADHEREING MEMBRANE 1/2" DENS GLASS FLASHING INSTALL OVER SHEATHING SELF-ADHEREING MEMBRANE 1 2' DENS GLASS / SHEATHING & METAL FLASHING FLASHING TO SECURE EDGE SHEATHING SELF-ADHEREING MEMBRANE VAPOR BARRIER OVERLAP OF VAPOR BARRIER TO FLASHING TO SECURE EDGE METAL EDGE TRIM BELOW METAL FLASHING VAPOR BARRIER OVERLAP FRAME OF PRE -FINISHED OF VAPOR BARRIER TO EDGE METAL FLASHING BELOW INSULATED ALUMINUM TRIM EXTERIOR FINISH SYSTEM TO CONTINUOUS WEEP STOREFRONT WINDOW MATCH ADJACENT EXISTING FILTER 6" GALV METAL STUDS AT SYSTEM EDGE TRIM OF EXTERIOR FINISH EXTERIOR FINISH SYSTEM CONTINUOUS GALV. METAL 16" OC r---- --- ----- ------------ ------------- SYSTEM INSTALL OVER FLASHING COUNTER FLASHING CONTINUOUS PREFINISHED EXTEND TO FACE OF CMU METAL FLASHING (PROFILE C); (PROFILE B) R-19 BATT INSULATION CONTINUOUS BEAD OF 4" OVERLAP WITH BEAD OF WEEP IN VERTICAL i SEALANT SEALANT @SECTION SPLICES JOINT AT 16' OC ri SPLIT FACE 4" d CMU VENEER CONTINUOUS BACKER 5/8" TYPE X GYP BOARD ROD AND SEALANT 17 6" GALV METAL STUDS AT FILL VOID WITH GROUT PRESERVATIVE & FIRE v 16 OC SLOPE TOP TOWARD WEEP RETARDANT TREATED 3/8"x3/8" �� CONTINUOUS GALV. METAL _ I 2x6 WOOD BUCK FRAME CONTINUOUS � i FLASHING SET IN CONTIUOUS C) DRIP GROOVE zi 5 /8" TYPE X GYP BOARD BED OF SEALANT PROFILE A)_ ( 1 4" OVERLAP WITH FULL BED OF GALV METAL TRACK SET IN 6" GALV METAL STUDS PRECAST CONCRETE SEALANT @ SECTION SPLICES CONTIUOUS BED OF AT 16" OC SILL DOWELED TO SEALANT MASONRY L J EXISTING CONCRETE SLAB R-19 BATT INSULATION SELF-ADHEREING MEMBRANE 1 R-19 BATT INSULATION FLASHING TO SECURE TOP 54 Q EDGE OF VAPOR BARRIER TO01 SHEATHING. INSTALL UNDER �x PREFINISHED METAL FLASHING CONTINUOUS BED OF Q a SEALANT VAPOR BARRIER—:: ) A - . I �� . . 1" AIR SPACE KEEP CLEAR SPLIT FACE 4" I OF GROUT CMU VENEER WINDOW SILL DETAIL 6" = 1'-0„ WATER TABEL DETAIL 3" = 1'-0" MASONRY VENEER, BASE OF WALL DETAIL 3" = 1'-0" p+enb;2 hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 Uj U) zZ, w w w Z N O n�� a -moo � o �ZFZW��=Z W o rcnLW a5;c~)woa� �`�r ZfH,ZW Qa-o�000V =ZaNS ww oa ww vgZil�r L0o O o U)<} ao�ZMa�o=o u)V -N Mw`tatnwO�OY awssn x ooa O 3w4�c000L'�wamo� z oo_m�z F— oa- zu)cn<coo�_ Q ;iiaJoo�NFmrN�no o O w m w O u w W w Z w m Nwaz��ow�oo3a'o>- (n �_DNUOMOT maawoa� Q Q �— w 0 - JO � LL 0N0C L.1_ J W <� o WM fy_ o rn N N M0 c� 1`- w z GQ 0 ISSUE BLOCK 10.01.13 PLAN REV. #1 CHECKED BY: DF DRAWN BY: JCF FILE NAME: A5.1 DOCUMENT DATE: 08-09-13 t ARCH DETAILS SHEET: A 5.1 J I U) C- C- C- C) N C)') N � I = o p m a) > 0 w m �l - 0 L 0 0 0) N �_ I� p rn % co w = > Q� Cn >1 C Cn N Q N I r�' �o C- o = o N .fl m 0 0 0 oC- N co w. 0 0 N 0- o � a) DOOR AND FRAME SCHEDULE ROOM DESCRIPTION DOOR NO. DOORS FRAMES FIRE RAT. HDWR. SET OPENING MAT. TYPE GLASS MAT. TYPE DETAILS HEAD JAMB SILL W. H. T. SALES FLOOR 101A 12'-0" 7'-8" ALUM. S TEMP. ALUM. SEE MANUF. DWG. 101 B 12'-0" 7'-8" ALUM. S TEMP. ALUM, SEE MANUF. DWG. 101C 6'-0" 7'-0" 1-3/4" H.M. C H.M. 2 H-1 J-1 S-1 H.W. 3 101D 3'-0" 7'-0" 1-3/4" H.M. B H.M. 1 H-1 J-1 S-1 H.W. 1 101E 3'-0" 7'-0" 1-3/4" H.M. B H.M. 1 H-1 J-1 S-1 H.W. 1 101F 3'-0" 7'-0" 1-3/4" H.M. B H.M. 1 H-1 J-1 S-1 H.W. 1 INSTRUCTIONAL AREA 103A 3'-0" 7'-0" 1-3/4" H.M. H H.M. 1 H-7 J-7 H.W. 4 MEN'S RESTROOM 104A 3'-0" 7'-0" 1-3/4" H.M. G H.M. 1 H-7 J-7 H.W. 7 WOMEN'S RESTROOM 105A 3'-0" 7'-0" 1-3/4" H.M. G H.M. 1 H-7 J-7 H.W. 7 EMPLOYEE LOUNGE 107A 3'-0" 7'-0" 1-3/4" H.M. H H.M. 1 H-7 J-7 H.W. 4 JANITOR CLOSET 108A 3'-0" 7'-0" 1-3/4" H.M. H H.M. 1 H-7 J-7 H.W. 4 MANAGER'S OFFICE 110A 3'-0" 7'-0" 1-3/4" H.M. H H.M. 1 H-7 J-7 H.W. 6 CASH OFFICE 111A 3'-0" 7'-0" 1-3/4" H.M. H H.M. 1 H-7 J-7 H.W. 5 MEZZANINE 112A 3'-0" 7'-0" H.M. B H.M. 1 H-1 J-1 S-1 H.W. 1 STAGING AREA 113A 6'-0" 7'-0" ALUM. E TEMP. H.M. 3 H-9 J-9 S-2 RECEIVING AREA 114A 3'-0" 7'-0" 1-3/4" H.M. B H.M. 1 H-1 J-1 S-1 H.W. 1 114B 6'-0" 8'-0" STEEL K H.M. H-3 J-3 H.W. 8 114C 9'-0" 10'-0" STEEL F H.M. H-3 J-3 H.W. 8 114D 1 3'-4" 3'-4" L SEE MANUF. DWG. ELECTRICAL ROOM 115A 3'-0" 7'-0" H.M. EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 115B 3'-0" 7'-0" H.M. EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 115C 3'-0" 7'-0" 1-3/4" H.M. EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 115D 3'-0" 7'-0" 1-3/4" H.M. B H.M. 1 H-1 J-1 S-1 H.W. 1 115E 6'-0" 7'-0" H.M. EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 115F 3'-0" 7'-0' H.M. EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING VESTIBULE 116A 12'-0" 7'-8" ALUM. S TEMP. ALUM. SEE MANUF. DWG. 116B 12'-0" 7'-8" 11 ALUM. S TEMP. 11 ALUM. SEE MANUF. DWG. SPRINKLER ROOM 117A 3'-0" 7'-0" 1-3/4" H.M. H H.M. 1 H-7 J-7 H.W. 4 HARDWARE SCHEDULE HARDWARE NUMBER QTY. TYPE MODEL FINISH REMARKS HW1 3 EA. HINGES FBB179 4 1 2% 4 1 2" NRP US26D 1 EA. CLOSER 4041 CUSH — AL 1 EA. EXIT DEVICE ALARM LOCK: SIREN LOCK MODEL 700 AL 1 EA. THRESHOLD 896 V x 36" AL 1 EA. GASKETING 160V 1 x 36" + 2 X 84" 1 EA. DRIP CAP 16 A x 4O" 1 EA. DOOR SWEEP 203 NA x 36" 3 EA. SILENCERS 307D GRAY HW3 6 EA. HINGES FBB179 4 1 2% 4 1 2" NRP US26D 2 EA. CLOSER 4041 CUSH AL 2 EA. EXIT DEVICE AL700 FURNISHED BY G.C. AL 1 EA. THRESHOLD 896 V x 72" AL 1 EA. GASKETING 160V 1 x 72" + 2 X 84" 1 EA, DRIP CAP 16 A x 76" 2 EA. DOOR SWEEP 203 NA x 36" 6 EA. SILENCERS 307D GRAY HW4 3 EA. HINGES F179 4 1 2% 4 1 2" US26D 1 EA. PASSAGE SET D10S SAT 626 1 EA. PROTECTION PLATE K1050 10"x34" US32D 1 EA, WALL STOP 242E FLOOR STOP 26D 3 EA. SILENCERS 307D GRAY HW5 3 EA. HINGES F179 4 1 2% 4 1 2" US26D 1 EA. LOCK SET ML2068 MORTISE LOCKSET 626 1 EA. PROTECTION PLATE K1050 10"x34" US32D 1 EA, FLOOR STOP 243E FLOOR STOP 26D 1 EA. VIEWER 622 CRM 3 EA. SILENCERS 307D GRAY HW6 3 EA. HINGES F179 4 1 2% 4 1 2" US26D 1 EA. LOCK SET ML2068 MORTISE LOCKSET 626 1 EA. PROTECTION PLATE K1050 10"x34" US32D 1 EA. FLOOR STOP 243E FLOOR STOP 26D 11 3 EA. SILENCERS 307D GRAY HW7 3 EA. HINGES FBB179 4 1 2% 4 1 2" 1 US26D 1 EA. PUSH PLATE 70C 4%16" RC US32D 1 EA. PULL PLATE 105 x 70C RC US32D 1 EA. CLOSER 4031 REG PA AL 1 A. PROTECTION PLATE K1050 10"x34" US32D 1 EA. WALL STOP 242E FLOOR STOP 11 26D 3 EA. SILENCERS 307D GRAY HW8 ROLLING DOOR HARDWARE BY MANUFACTURER. PROVIDE W1 CYLINDER LOCK COMPATIBLE WITH BUILDING LOCKS. ROLL UP DOOR11 PREFINISHED ALUMINUM PREFINISHED ALUMINUM STOREFRONT SYSTEM WITH STOREFRONT SYSTEM WITH IMPACT RESISTANT GLAZING 1 /4" INSULATED GLAZING 12'-01" 41'-2" 2 10 7" COLUMN WRAP 7" COLUMN WRAP COLUMN 2" 5 -�4 2" 5 -94 2" EQ 2" EQ EQ 2" EQ 2" EQ 11 2" 5 -94 2" 5 -g4ill '1 2" COLUMN WRAP N WRAP N 2" N 2" WRAP STRUCTURAL COLUMNS WITH e'` i� IMPACT - MPACT z F- Q z F- Q z Q z Q z Q ,✓� IMPACT IMPACT �, BREAK METAL TO RE565'TANT ' I `V RESI ANT vY1- v v I co �<u ruRESISYANT cv XESIST TMATCH STOREFRONT w w Q N�) w w 2 5,- 91„ 5,- 94„ 2„ TEMPERED/ j�TEMPERED REF 2/11-A1.2 ,� � �_ _ Z N Z Z STRUCTURAL STEEL o PROVIDE �'� v Q ~ - ~ ~ �� o STRUCTURAL o MEMBER REF 9-A5.1 z Q Q� a `" I Q- - z STEEL MEMBER I z z TEMPERED LITE a_ cn a- v) 0L rn cn w cn z o z AND STRUCTURE ADJACENT TO �_ �_ _� `�' �_ �_ REF 9-A5.1 �w o DOOR I o AND STRUCTURE I o 0 fy J o � O O Y �1 WINDOW TYPES L 1/4" - i ALL STOREFRONT METAL TO BE ANODIZED DARK 1 O BRONZE FINISH. CONTRACTOR TO EXTERIOR GLAZING FIELD VERIFY WINDOW HAVE A U-FACTOR OPENING DIMENSIONS OF 0.65. STRUCTURAL STEEL MEMBER REF 9-A5.1 AND STRUCTURE INTERIOR O 3' OR 4' SITE GLASS OR PEEP 7' HOLE TRUCK of DRIVER ;n DOOR ONLY EXTERIOR DOOR INSULATED. METAL DOOR 18 GA. SKIN W/ 16 GA. VERT. "Z" BAR STIFFENERS MINIMUM U-FACTOR: 0.60 ElEXTERIOR SLIDING BOLT 8' FOR PADLOCK (EACH SIDE) K� WAYNE DALTON - THERMOTITE 800C SERIES ROLLING SERVICE DOOR, WITH FLAT 3" SLATS AND WITH AN INSULATION R-VALUE OF 6.7. ROLLING DOOR SHALL BE CHAIN HOIST OPERATED AND SHALL HAVE WEATHER STRIPPING WITH LINTEL BRUSH SEAL. CONTACT DOOR SUPPLIER FOR PROPER TRACK INSTALLATION TO MATCH WALL TYPE. DOOR SHALL BE GALVANIZED CURTAIN WITH MFG GRAY PRIMED FINISH SUITABLE FOR FIELD FINISH PAINTING. 6' 7' INSULATED, METAL DOOR 18 GA. SKIN W/ 16 GA. VERT. "Z" BAR STIFFENERS MINIMUM U-FACTOR: 0.60 DOOR LEGEND VISION PANELS IMPACT PLATES 5"X9" 1- GUARDS EICHASE PRODUCTS DOORS TYPE 1 TRAFFIC DOORS WITH 48" KICK PLATES. FURNISHED BY GENERAL CONTRACTOR 7' SLIDING BOLT FOR PADLOCK 10 (EACH SIDE) 7 1 DWAYNE DALTON - THERMOTITE 800C SERIES ROLLING SERVICE DOOR, WITH FLAT 3" SLATS AND WITH AN INSULATION R-VALUE OF 6.7. ROLLING DOOR SHALL BE CHAIN HOIST OPERATED AND SHALL HAVE WEATHER STRIPPING WITH LINTEL BRUSH SEAL. DOOR SHALL HAVE A GALVANIZED CURTAIN WITH MFG GRAY PRIMED FINISH SUITABLE FOR FIELD FINISH PAINTING. 40" x 40" CLEAR DOOR BY COMPACTOR NEW DISCONNECT. SUPPLIER. DO NOT SUPPLY SECURITY DOOR OR FRAME. OPENING CAN BE SECURED BY FRAMING IN OPENING WITH PLYWOOD NAILED TO EACH O - SIDE. o z �Q 21 o= -III --- ---------------------- -L ----------------------------------------- _ ___l__L i III- 11= - -I - 40'-0" (N.T.S.) VERIFY OPENING HEIGHTS WITH HOBBY LOBBY AT (405) 745-1351 PRIOR TO INSTALLATION OR CONSTRUCTION OF OPENINGS. L❑ COMPACTOR/ COT SYSTEM DOOR FRAME TYPES N 0 0 0 N N N 2' 2' 2' 2' VARIES VARIES I VARIES ai 0 HOOD FOR ROLLING STEEL DOOR INT. GUII ROL STE DOC INT. FINISH AS SCHEDULEE INT. FINISH SCHEDULE FINISH FINISH DESCRIPTION GRAY GRAY US26D CHROMIUM PLATED, DULL US32D STAINLESS STEEL, DULL AL ALUMINUM CRM BRIGHT CHROME 626 SATIN CHROMIUM PLATED CMU EXT.- 1/4" BENT PLATE H-3 EXT. 1 /4" BENT PLATE J-3 FINISH AS SCHEDULED EXT. H.M. FRAME BEYOND DOOR SWEEP THRESHOLD AS SCHEDULED S-1 HEAD AND JAMB 6" METAL STUDS 6" 5/8" GYP, BD. 1 1 HEADER 6" METAL STUDS 5/8" GYP. BD. SEALED CONC. TAILS H-4 J-4 H.M. FRAME DOUBLE METAL STUDS AT DOOR FRAME H.M. FRAME H.M. FRAME BEYOND INT. TILE FLR. ,-jLD AS SCHEDULED S-2 3' 3' SITE GLASS OR PEEP HOLE 7' _ 7' CASH OFFICE o I ONLY KICK PLATE 10 KICK PLATE G REST ROOM DOORS INTERIOR DOOR HOLLOW METAL DOOR HOLLOW METAL DOOR WITH FRAME 18 GA, WITH FRAME 18 GA. SKIN W/ HONEYCOMB SKIN W/ HONEYCOMB CORE CORE CONTRACTOR TO FIELD VERIFY DOOR OPENING DIMENSIONS 12'-0" GT MODEL #1175 WHISPERSLIDE BI PART SLIDER ALUMINUM DOORS SIDELITES OPERATOR HOUSING 11, AND FRAME ROLLLRS-SUPPdRT, ANTI -RISER AND GUIDE DOOR CARRIER HANGER ASSEMBLY, BREAKAWAY LATCH, LIMITING ARM AND DOOR LOCK. AIR INFILTRATION AND INTRUSION PROTECTION °O EQUIPMENT GYRO TECH WHISPERSLIDE POWER CLOSE OPERATOR W/ MICRO -COMPUTER CONTROL. SIDELITE PANELS SHALL BE FULL BREAKAWAY TYPE. THE DOOR PANEL BREAKOUT MODE DISCONNECTS THE POWER TO THE CONTROL CIRCUIT INHIBITING AUTOMATIC DOOR OPERATION, BREAKAWAY PRESSURE SHALL BE FIELD S❑ AUTOMATIC SLIDING ALUMINUM ENTRY/ ADJUSTABLE TO MEET LOCAL BUILDING EXIT W/ GLASS AND KEYED HARDWARE CODE REQUIREMENTS. SET. SLIDING DOORS BY NABCO EMERGENCY EGRESS SHALL BE IN COMPLIANCE NABCO ENTRANCES INC. W/NFPA 101. 44MAIllil 1 ANODIZED DARK BRONZE FINISH GYRO TECH S82 W18717 GEMINI DRIVE P.O. BOX 906 MUSKEGO, WISCONSIN 53150 PHONE: (262) 679-5705 MAX. U-FACTOR = 0.28 FAX: (888) 679-3319 MAX. SHGC = 0.45 SEALED CONCRETE 2 TILE ALUMINUM BAR TRANSITION. COUNTERSINK AND BOLT TO FLOOR ALUMINUM TRANSITION STRIP, NTS METAL STUDS REF PLAN 5/8" GYP. BD. METAL STUDS 5/8" GYP. BD. H-7 REF PLAN J 7 1EADER H.M. FRAME H.M. FRAME FINISH AS ii ii SCHEDULED ii I' II INT. r` i FINISH AS SCHEDULED-\ INT. CMU, DRIP CAP EXT. 1 H.M. FRAME _i H-9 J-9 CMU EXT. H.M. FRAME p+enb2 hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 z- Cf) vviow� ��Q-iYd z ° -Z�� Zul- X< w o cn'wa: a5owo n of w~ 4 r Z E� o Z w as r EwoU v)U ZO QLF Z C)Jao�z��a�o=o U)Vw�a_U)wZa�ow�WaV)w O waov� a �Oww F- zav)u,ofJ/OO X xB=oZ z Q ``V)N00LjwUa Z U U w �3 U) L<Z.:woo5<0>�Y- =v)Wdw0 wZir (f �NUOnma naaa w C, a<M M 0 w Q 0 0 �w 0 __j =) LL 0 0 C6 �J=� � o = o cD N M F2 0 Ce) ti w Mrz 0 ISSUE BLOCK / 1 \ 10.01.13 PLAN REV. #1 CHECKED BY: DF DRAWN BY: JCF FILE NAME: A8.0 DOCUMENT DATE: 08- 09-13 IIOCT 0 12013 DOOR SCHEDULE AND DETAILS NTS _._f..l_.. -.- T- - �- - - --- -- ---I- i-- r - - SHEET: A8. 0 AREA SCHEDULE ROOM # ROOM DESCRIPTION SQUARE FOOTAGE CUBIC FOOTAGE PERIMETER TOTAL WALL AND CEILING AREA TO BE PAINTED 101 SALES FLOOR 39283 SQUARE FEET 78566D CUBIC FEET* 792'10" 15857 SQUARE FEET 102 FRAME ROOM 770 SQUARE FEET 6160 CUBIC FEET 170' 7" 1365 SQUARE FEET 103 INSTRUCTIONAL AREA 353 SQUARE FEET 3177 CUBIC FEET 96' 2" 866 SQUARE FEET 104 MEN'S RESTROOM 188 SQUARE FEET 1504 CUBIC FEET 65' 7" 713 SQUARE FEET** 105 WOMEN'S RESTROOM 185 SQUARE FEET 1480 CUBIC FEET 61' 3" 675 SQUARE FEET** 106 ALCOVE 72 SQUARE FEET 576 CUBIC FEET 34' 8" 349 SQUARE FEET** 107 EMPLOYEE LOUNGE 279 SQUARE FEET 2232 CUBIC FEET 78' 3" 626 SQUARE FEET 108 JANITOR CLOSET 15 SQUARE FEET 120 CUBIC FEET 16' 4" 15 SQUARE FEET** 109 ALCOVE 23 SQUARE FEET 184 CUBIC FEET 19' 4" 178 SQUARE FEET** 110 MANAGER'S OFFICE 196 SQUARE FEET 1764 CUBIC FEET 61' 3" 551 SQUARE FEET 111 CASH OFFICE 237 SQUARE FEET 2133 CUBIC FEET 66' 0" 594 SQUARE FEET 112 MEZZANINE 1136 SQUARE FEET 9088 CUBIC FEET 231' 4" 0 SQUARE FEET 113 STAGING AREA 529 SQUARE FEET 10580 CUBIC FEET* 119' 4" 0 SQUARE FEET 114 RECEIVING AREA 1303 SQUARE FEET 26060 CUBIC FEET* 150' 10 0 SQUARE FEET 115 ELECTRICAL ROOM 190 SQUARE FEET 1520 CUBIC FEET 82' 8" 661 SQUARE FEET 116 VESTIBULE 1107 SQUARE FEET 11623.5 CUBIC FEET 167' 10" 1762 SQUARE FEET 117 SPRINKLER ROOM 17 SQUARE FEET 153 CUBIC FEET 16' 8" 0 SQUARE FEET SUBTOTAL 45883 SQUARE FEET N/A N/A N/A TOTAL WALL AREA 2681 SQUARE FEET N/A N/A N/A TOTAL 48564 SQUARE FEET N/A 2230' 11" 124211 SQUARE FEET# * - CUBIC FOOTAGE'S BASED ON 20'-0" DECK HEIGHT. THESE CUBIC FOOTAGE'S ARE ESTIMATED FIGURES THAT DO NOT REFLECT CHANGES IN ROOF SLOPE. THE 20'-0" DECK HEIGHT IS ONLY A FIGURE USED FOR ESTIMATING AND DOES NOT NECESSARILY REFLECT THE ACTUAL DECK HEIGHT. ** -INDICATES PAINTED CEILINGS, SEE ROOM FINISH SCHEDULE FOR MORE DETAILS. # - SOME ROOMS SHALL NOT BE COUNTED IN TOTAL SQUARE FOOTAGE. PAINT SCHEDULE N0. OF COATS w o � a' Q J J Q V) p Q OO_j uwzu;� ROOM NAME: COLOR: a oo o 0 SALES AREA*, ALCOVES, HALLWAYS, AND OTHER AREAS TODAY'S CREAM 2 2 2 2 2 2 2 VISIBLE FROM SALES FLOOR. PRIMER 1 1 1 1 1 1 1 FRAME ROOM, OFFICES, INST. AREA, AND OTHER AREAS NOT TODAY'S CREAM 2 12 2 2 2 VISIBLE FROM SALES FLOOR. PRIMER 1 1 1 1 1 REST ROOMS TODAY'S CREAM 2 2112 2 2 PRIMER 1 111111 1 1 PAINTING AND COLOR SCHEME PRIMER: SEMI -GLOSS, VINYL ACRYLIC, WITH PROMAR 400 LATEX WALL PRIMER B28W400. • METAL DOOR PRIMER: GLOSS, ALKYD WITH KEM KROMIK UNIVERSAL METAL PRIMER B50Z SERIES. • "TODAY"S CREAM": B31W401, (1 GAL. FORMULA) Y3-18, N1-6, R2-1/64. 1 COAT PRIMER, 2 COATS PAINT (+1 COAT OF PRIMER IF PEGBOARD IS FACTORY PRIMERED.) GENERAL FRAMING NOTES 1. 5/8" GREEN BOARD OR "M.R.S." (MOISTURE RESISTANT SHEET ROCK) TO BE USED IN RESTROOM OR ON WALLS THAT ARE AROUND OR WITHIN 4'-0" OF ANY PLUMBING FIXTURES. 2. NO WALLS SHALL BE TOE NAILED INTO DECK OF ROOF. CONTRACTOR SHALL NOT PENETRATE ANY PORTION OF ROOF WITH FASTENERS. 3. PROVIDE BATT INSULATION AS SCHEDULED. 4. ALL STUD WALLS IN SALES FLOOR AREA SHALL BE 20 GA. STUDS. 5. ALL STUD WALLS IN BACKROOM SHALL BE 20 GA. STUDS. SIZE SHALL VARY DEPENDING ON LOCATION. SEE PLANS AND WALL TYPE SCHEDULE. 6. SPAN RESTROOMS WITH 6" METAL STUDS AS REQUIRED TO INSTALL NEW GYP. BOARD CEILING. SEE REFLECTED CEILING PLAN SHEET A2.0 FOR HEIGHT. 7. SPAN CASH OFFICE WITH 6" METAL STUDS AS REQUIRED TO INSTALL NEW 2'x4' LAY -IN CEILING. INSTALL NEW GALVANIZED METAL DECKING ON TOP OF METAL STUDS. DECKING WILL NOT BE UTILIZED FOR STORAGE. DECKING IS FOR SECURITY PURPOSES ONLY. REF DETAIL 2-A8.1. 8. STUDS AT 12" RESTROOM WALL WHERE RESTROOM PLUMBING FIXTURES ARE BACK TO BACK SHALL RUN TO 12'-0" A.F.F. PROVIDE METAL STUD KICKER FROM 12'-0" A.F.F. ON 4'-0" CENTERS AND SECURE (W/ APPROVED FASTENERS) TO STRUCTURE STEEL ABOVE. PROVIDE HORIZONTAL CROSS BRACING AT 36" O.C. VERTICALLY. 11, 4'x8'x1/2" O.S.B. SHALL BE INSTALLED END TO END HORIZONTALLY TO 4'-0" A.F.F. OVER 5/8" GYPSUM BOARD ON ALL EXPOSED STAGING AREA STUD WALLS. 12, SEE ROOM FINISH SCHEDULE ON THIS SHEET FOR FINAL FINISHES. ROOM FINISH SCHEDULE FLOOR BASE WALL CEILING HVAC REMARKS N V) w vn w :z- L- w ~ Of w a o E Lj w w Z w a a z z Q a z d �_ _ Z w Q Z Q J c Q w a z f_0 `' 0 w O J ~ O a 0 s W w Z Uj U [n J LiJ a w C/) Y QO QO cn l O M Z w p E L Q Ow Y z} m 0 m m J z O O p < Q U _J H LLJ [if W w J z Z H W I- Z OGif Q=tea > pw H U)C/) Q � U) 1- �zw Fw I- C0 p �wCDCDOwQOQQZM J Q _ za�acn p zQ� Wcn J~ 3: 0�Q �QL� Q i- U z CD MaU p m w w C) LLJ n Q U � a Q Q�- a_ a o U� a Q J Z�� � w Q Q W JQ J I Q w W QO > n 0 0 W Q n Q O � W W U z U U> w p X w i= w cn as w to a U au)tna Q w w [if w w a F- ma>or_ Q O F_U)>>Oa a a a U �w \ J��UO ~ Q m UJ o�� Ud�o0QmO ~ ��U)U JO QZ O >- w r w w p~ o Z z W �- N CD W > N Z > Q N w ��= p U U Q O O LLJ O LLJ _Z > U ZQ Q = >� U W a x Z_ r O Uzx, w Z� U) Z (� x F- Z Y� Z W Z F= d W ~ (n O O- Z F- F- J F_ w 0 oozcr_ cn x mcnv_Ow_ O O m IWUazcn X zaa��n aQzz O: >- �, \ Q r Q X Q X X _X X W W W O a ROOM DESCRIPTION �UU w �zcQN Cam=L��-OM0aw NawwNw ==>z 101 SALES FLOOR • 1 • • • • 15'-0" TALL PEGBOARD. REF A1.O/A6.1 102 FRAME ROOM • • • • • • REF NOTE 1. 8'-0" TALL PEGBOARD. REF A1.0/A6.1 103 INSTRUCTIONAL AREA • 1 • • • REF NOTE 1 104 MEN'S RESTROOM • • • 10 • • • REF NOTE 3 105 WOMEN'S RESTROOM I I lei• • • • 1 1 lei• • REF NOTE 3 106 JALCOVE • • • • • • • REF NOTE 3 107 JEMPLOYEE LOUNGE • • • • • REF NOTE 1 108 IJANITOR CLOSET • lei I 1 • • • • 109 JALCOVE • • 1 1 • • • 110 MANAGER'S OFFICE *1 • 1 1 1 • • • REF NOTE 1 111 CASH OFFICE • • 1 1 • • 01 REF NOTE 1 112 MEZZANINE • • • • • 113 STAGING AREA • • • • • • • 114 RECEIVING AREA • • • • • 115 ELECTRICAL ROOM • • • • • 116 VESTIBULE • • t To • REF NOTES 1 AND 2 117 SPRINKLER ROOM • M • E— • • Eto • SCHEDULE NOTES: 1. NEW CEILING GRID SHALL BE ARMSTRONG "PRELUDE XL" 15/16" OR EQUAL. 2. CARPET TILES ARE MANUFACTURED BY MATSinc CARPET. THE SPECS ARE AS FOLLOWS: WEAVE: CALYPSO, PATTERN: HI -LOW, COLOR: ANTHRACITE, PILE CONTENT: 100% POLYPROPYLENE. 3. WALL TILE AT MEN'S ROOM, WOMEN'S ROOMS, AND ALCOVE HEIGHT IS NOTED ON A1.1. REFER TO PLAN FOR TILED WALL LOCATIONS. VERIFY WITH HOBBY LOBBY. PAINT ABOVE TO CEILING. ALL OTHER WALLS NOT NOTED FOR TILE FINISH SHALL BE PAINTED. 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 W Woo tw LL -z�f- ZW�r=Q W o ���� ¢UU�� ¢ zwWOZ2, C)Niz¢N2 a0 < U O � r z � afnaoJ¢o�Z��a?o=o n\�<axWJgz)¢� s p o=ooW�wa�o� w0 W ZV) 000�- noW� 0zz J Q¢J00�`In2 w� U,j�(A0 ,_ U � 2d z,r z-,C, 0r oor�woQ�o��aW�wm z n�.,az�ooca¢or 2 N W o¢ D w o W d' (/) P7NU0tna=)waawoaM Q > C) �_ W0 0 J-L J �LL 00� m J J w Q� T o 2 0 MNCQ 0 I� w z GQ 0 ISSUE BLOCK 10.01.131 PLAN REV. CHECKED BY: DF DRAWN BY: JCF FILE NAME: A8.1 DOCUMENT DATE: 08-09-13 SCHEDULES O O CN ? O U N SHEET: A8.1 F SLAB INFILL DETAIL Scale: 3/4" =11-0" rSs1.o " Y--' Y •Y a �' Y- Y--'. •YeiY=.vY=s•.�vY=�Y �Y L� STEEL COLUMN PROVIDE %" NC GROUT BELOW BF EXISTING SLAB TO LOWER POR WALL TO io STOREFRONT COLUMN VESTIBULE Scale: 3/4" =1'-01,S, io CONSTRUCTION JOINT S1Scale: 3/4" =1'-0" 4" NOTE: PROVIDE JOINT FILLER AT EXPOSED FLOOR SLABS D = SLAB THICKNESS PER GENERAL NOTES :!r z o� Q n4 n SAWED JOINT REINFORCING BARS PER GENERALNOTES MAX. 8" d � D = SLAB THICKNESS PER GENERALNOTES PROVIDE BONDING AGENT BETWEEN NEW AND EXISTING CONCRETE TYP. PROVIDE NEW SLAB AT RECESSED FLOOR SLABS W16x6-W1.4XW1.4 WWR a"x6x10 BASEPLATE W/ (2) %"O ANCHOR BOLTS @ HSS4x4x 4 COLUMNS DRILL AND EPDXY SET INTO EXISTING SLAB TOOLED JOINT #4 BARS x 18" LONG @ 2'-0" O.C. WRAP ONE END WITH BUILDING FELT OR PROVIDE SLEEVES TO PREVENT BOND EXPOSED FLOOR SLABS D/4 MIN. 6) 5.8 5(6 •.•.� 15'-8" 6-4-f, 20'-6" 9_5��� �:� 12' 4" , 20'-8" 4 30'-3" 3 31A 1" I+: 56-0" € f 13' 8" 13' 8" 13'-8" 8'-7" 5' 1" 13'-7" 13'-0" 1 V-6" 11'-6" s , M A »J,.,0 .. ........... f . .... .... . 7" CONCRETE PAVING W/ #5 BARS @ w 12" O.C. EACH WAY OVER APPROVED DEMO E)ISTING DOCK LEER SUBGRADE . TYPICAL @ALL EXTERIOR AND PATCH SLAB AS REQUIRED FOUNDATIONS SHOWN 9N EXISTING PLANS A NOT r PADS FOR BAILER, TRUCK DOOR, ETC. ADEQUATE TO MEET`EXISTING DESIGN LOA S. NEW CONCRETE RAMP PER ARCH G.6 G.9 H 0 Fr 0td 10'-91, 1' 4" DRILL AND EXPDXY SET #3 #3 TIES @ 9" O.C., I i COLUMN PER I I BARS @ V-6" O.C. INTO TOP (3) @ 3" O.C. i i STORAGE MFR. EXISTING (MIN. (2) PER SIDE) BASE PLATE &ANCHOR (8) #5 DOWELS i I BOLTS PER MEZZ. MFR. EXISTING SLAB CONCRETE SLAB ON GRADE PER --\ I I I I i TO REMAIN GENERAL FOUNDATION NOTES l I I I I I I I I T/ EXISTING I I I I EL=100'-0" a a . Lk EXISTING WALL TO REMAIN Co w <1 01, a �. ad > `� a y 4 n $ a e < n 4 . Q .n4 a n °4 Z 4 ° 9 ° a n n 4 , LLl 4 n e e` a x 'a `' :.n A m EXISTING FOOTING TO REMAIN z � 4. .*A n .. o ° % n '. ,. a . d . °: .n ° 4 DRILL AND EXPDXY SET #6x48" w Mr • a. n • . n ' . " . �' °.a .a .. n: �, n LONG BAR @ 12" O.C. INTO Q n. ;. 4. s a' 4 ' 4' EXISTING FOOTING AND/ OR WALL (F.V.) z SEE PAD FOOTING SCHEDULE CD FOR SIZE & REINFORCING 6"MIN B INTERIOR MEZZANINE FOOTING S1.0 Scale: 3/4" =1'-0" SYMBOL KEY Pi PAD FOOTING MARK 981611 TOP OF PAD FOOTING ELEVATION NOTE: SEE PAD FOOTING SCHEDULE FOR SIZES AND REINFORCEMENT PAD FOOTING SCHEDULE MARK LENGTH WIDTH DEPTH REINFORCEMENT REMARKS P1 12'-0" 2%0" 18" #5 BARS EA WAY@ 10" O.C. GENERAL PLAN NOTES SLAB ON GRADE IS 4" THICK EXCEPT AS INDICATED WITH 6x6xW1.4xW1.4 WWF OVER 10 MIL VAPOR RETARDER OVER 4" OPEN GRADED GRAVEL (ASTM C33 N0.57). 0 CJ - SAWN OR CONSTRUCTION JOINT IN FLOOR SLAB, SEE C/S1.0 & D/S1.0 RESPECTIVELY. ElSEE ARCHITECTURAL AND PLUMBING SHEETS FOR WATER -PROOFING AND STORM WATER DRAINAGE REQUIREMENTS. SEE SHEET S0.0 FOR GENERAL STRUCTURAL NOTES. SLOPE SLAB TO FLOOR DRAINS. 61 CENTER ALL SPREAD FOOTINGS ON CENTERLINE OF PRE-ENGINEERED STEEL COLUMNS. ElGRID LINES ARE TO CENTERLINE OF COLUMN AND/OR OUTSIDE FACE OF BASE PLATE, AS INDICATED ON PLAN. �8 COLUMN PEDESTALS ARE 24"x24" UNLESS NOTED OTHERWISE. 6 2 : 8A 1 5'4" 10' 2" 5'-10" 6'-7Y2" 2,_8" ' 4.1 1 3.7 A 2.85'-6" 26'-968" 13' 0" 31'I6) 5!9 5.5 5.4 (5) 4.9 4 14' 316'-I, 20'-7" 3.5 3 am Lo MM AIM C�1■ PATCH SLAB AS REQ'D @ NEW OPENINGS 3 il. B1 yjA R Q B S2.1 S2.1 a, n 2.4) (2) G D� NORTH PLAN i� 26'-9" 00 ago C?00 rnrn CD 0 n �r Z v a LL W W 1Lo o W Z �o } 0 o LIJ z J W m LLI ❑ CO wCID LL W w � a W� iw J ULL �z Z �a 0 N W W w 6z1— F�<N�o Woc�x <5oU. o<qg CL' <� goow=ZQ�w 1O z a�azzoh<ozam�a'sCWL,�o~o ,7NW<rt<tnOWpj<>_ Zvam ,ua 3,0aa"oW(S zzZ° d ! a. UU5- '� zOWwWY,,zsw 0O Oaz*, I.- Wxz�OW00b<OpR(nWQ:12:6mix>< NUO�aDwao.ca2J(%' f =--J No. PE00061982 rn S. •®® STATE 0 Z,OR aO - • C��� >M 0 LL Q W > W .J D ILL LL0 (15 OJ .J 0N >_j"" = W J� m N QNCo m Co w z C) ISSUE BLOCK Q10/01 /13 MEZZ REV. CHECKED BY: ARM, BSW DRAWN BY: MRH FILE NAME: S1-0-ZEPHYRHILLS-FL-FND DOCUMENT DATE: 08-09-13 FOUNDATION PLAN A FOUNDATION PLAN S1.0Scale: 1/8" =1'-0" SHEET: S1.0 O O 30'-3 - 31'-11" 56'-0" K"NI I■ LATERAL MEZZANINE DESIGN PER STORAGE S2.1 STRUCTURE MFR. ...... L _ __ L. 1... 1.. 1...... _».» ».....1.. CONTRACTOR TO EXPOSE EXISTING FOUNDATIONS & FRAMING PRIOR TO ORDERING STEEL TO VERIFY ALL DIMENSIONS AND EXISTING CONSTRUCTION MATCHES ASSUMED FOUNDATIONS & FRAMING. 31'-3" RB VESTIBULE FRAMING PLAN s2.o Scale: 3/32" =1'-0" STRUCTURE MFR. G PRE -FABRICATED S2.1 COLUMNS PER STORAGE ». STRUCTURE MFR. 10 80OS162-68 BOX HEADER 80OS162-68 BOX HEADER B/BM = 107'-0" B/BM=10T-0" B/BM = 110'-8" _ B/BM=110'-8" M G.9 0 o 00 0 N G.6 00 20'-7" GENERAL PLAN NOTES El SEE SHEET S0.0 FOR GENERAL STRUCTURAL NOTES. CONTRACTOR TO FIELD VERIFY ALL DIMENSION AND EXISTING CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. GENERAL CONTRACTOR TO COORDINATE LOCATION OF ROOF TOP UNITS AND OPENINGS WITH EXISTING BARJOIST SPACING. 44 GENERAL CONTRACTOR TO CONFIRM SIZE AND LOCATION OF ROOF TOP UNIT AS SHOWN ON PLANS. O ' ALL ROOF JOIST SIZES AND SPACING WAS ASSUMED, PRIOR TO INSTALLING NEW RTU'S G.C. TO VERIFY JOIST SIZES, FROM JOIST TAG OR DIMENSIONAL MEASUREMENTS, AND SPACING & NOTIFY STRUCTURAL ENGINEER OF RECORD OF ANY DISCREPANCIES, CONTRACTOR TO EXPOSE EXISTING FOUNDATIONS & FRAMING PRIOR TO ORDERING STEEL TO VERIFY ALL DIMENSIONS AND EXISTING CONSTRUCTION MATCHES ASSUMED FOUNDATIONS & FRAMING. j REMOVE EXISTING RTU DEMO PLANS, EXIE H-FRAME TO REMAIN, Pj DECK PER C/S2.1, MIA 5.8 C5. 6 15 -8 6 -4 5.2 (5) 4.6 20'-6" 9'-5 2„ 12' 4" - - - 20'-8" 30'-3" K 2 31'-11" 2.3 F 1.9 1 13'-8" 13'-8" 13'-8" 8'-7" 5'-1 " 13'-7" 1 T-0" 11'-6" 11'-6" 56'-0" 1.7 1.5 1.3 1.1 s E 1 E 11 I i s i M !1 04 N 00 �C9 00 ZN v xv W W W Z_ m V Q W W Z J W mn ° LW r lro to LL f- W W Q W O W J �- =W J ULL Z �a 0 N Vi LLI 7 1- gZ jr�Zwwp 00 iEW2 W c inN Sowo .1I �Oo� §Vaa0=Zo�56Q NUOw<a �r�aaa4av6o )�5<O`oa U04"6atN Z 3�Smx95ifw► E2 as wpVZ`NEVa6ZZgOtimtoLQ Z85OywD yw�pwRWWW ZOF N. IS Wtix2mixa tn FO o c IM o~} ao�o-awa-= �g o. PE00061982 -u= STATE OF 44j 0R �op,e G��aeve 'o�Po�S70 >0 N� L.L en W 0 �� LL u) J 0� Vim= >E J = M W _j W WI N 0 0 Y w CYM) Z 0 ISSUE BLOCK Q10/01 /13 MEZZ REV. CHECKED BY: ARM DRAWN BY: BSW FILE NAME: S2-0-ZEPHYRHILLS-FL-FRM DOCUMENT DATE: 08-09-13 FRAMING PLANS AN FRAMING PLAN S2.oA Scale: 3/32" =1'-0" - ___ _._-- '. _ �-i _. - :Ill.�li.0 u,i �ilI. FI IIl.�i 91 i �I I I II I I�I i I` I i -i I I lil�- SHEET: S2.0 PANEL K (EXISTIN, PANEL P3 (EXISTING "P6", n r-kI A „r-m\ _ ..._. 1ELECTRICAL CONTRACTOR TO DEMO EXISTING NOTES: 1. FOR SIGN DESIGN DETAILS; COLOR, SIZE, ILLUINATION, ETC. CONTACT LARRY HOSTETTER WITH HOBBY LOBBY AT (405) 745-1175 2. E.C. SHALL ROUGH IN POWER AND MAKE FINAL CONNECTION TO SIGN. 3. ALL BUILDING SIGN CIRCUITS SHALL HAVE A DEDICATED GROUND. 4. ALL TRANSFORMERS ARE 120V PRIMARY. ELECTRICAL ROOM/MEZZANINE POWER PLAN 1 /4"=1'-0" 4 3 2 I I P1 J +120" 1 I 22 $ I I I OF#3 ! UH#4 R214 §I (40/ ) 20 40/3' � I I I UH#5 I UH#6 1 ( 40/ F)5 7 (40/3) Q Q Q M s_ N C C N C p� 0 3 a � S 3 0 m Q r` Ln _ Q r7 aD N O N \ N N N O N C W to > / Q U Cn U (n / Q N J E N � C p� C C_ cn C o 0 / 0 4- S � 0] � �Q Q N CD O N \ T N O O 2) INSTRUCTIONAL AREAPOWER PLAN "1 FRONT OFFICE POWER PLAN , p+enb2 hitecture gineering 2809 Ajax Avenue Suite 100 Rogers, Arkansas 72758 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 (n O0-1 Lnn zo pm¢N w �� wz3 W o w ¢Sc�iwa¢� (if ED zw�0zo a ¢ Foazo,a,�3OZz< a. 3z ¢ JwwF'O � Fig>' U�yM) 3W�W$�Oowgi?a�oQ c�a Z� w J O Z Xz 108Ut9_wc~>X'Wzlw wM Nw=z�''�00wU-oo0ao>- cn 0<50 o0wXXzwx< (n �0 00w(LDwaawoaM >M M0 Q F— ~ JO [ 06 -_ M ��=o N C MM C22 ti0 W z pq 0 ISSUE BLOCK 10.01.131PLAN REV. #11 CHECKED BY: PN DRAWN BY: HS FILE NAME: E2.1 DOCUMENT DATE: 08-09-13 ENLARGED POWER PLANS -- n - 7 1 -1 T _- I --r -- -- -- - _.. _- - - - --- ----- SHEET: E2,1 --1 I I ' II I 11 'll I„III 7. II NII'!q'IIIDIIII iI I:: I - i I - - 11- - - -- -- __ - -L -- - _ _.-- -- - - - - --- -- - - - -- -- II 1 -fuLliI jijj! I I I p+enb2 hitecture gineering DRAWING INDEX- GENERAL- CVR COVER SHEET G1.1 BID NOTES F1.0 FIXTURE PLAN (DO NOT BID) L1.0 LIFE SAFETY PLAN ARCHITECTURAL- SP1.0 ARCH SITE PLAN D1.0 DEMOLITION PLAN A1.0 FLOOR PLAN A1.1 ENLARGED RESTROOM PLANS AND DETAILS A1.2 ENLARGED PLANS AND DETAILS A2.0 REFLECTED CEILING PLAN A3.0 BUILDING ELEVATIONS AND DETAILS A4.0 ROOF PLAN A5.0 WALL SECTIONS A5.1 ARCH DETAILS A6.0 DETAILS A6.1 PEGBOARD DETAILS A7.0 WALL TYPES AND DETAILS A8.0 DOOR SCHEDULE AND DETAILS A8.1 SCHEDULES STRUCTURAL 50.0 GENERAL NOTES S1.0 FOUNDATION PLAN S2.0 FRAMING PLANS S2.1 DETAILS PLUMBING- P1.0 PLUMBING PLAN P1.1 ENLARGED PLUMBING PLANS P2.0 PLUMBING SCHEDULES AND DETAILS MECHANICAL M1.0 MECHANICAL PLAN M1.1 ROOF PLAN M1.2 ENLARGED MECHANICAL PLANS M2.0 MECHANICAL DETAILS M3.0 MECHANICAL SCHEDULES BUILDING CODE SUMMARY NAME OF PROJECT: ZEPHYRHILLS, FLORIDA STREET ADDRESS: 7333 GALL BOULEVARD PROPOSED USE: RETAIL CODES: BUILDING CODE 2010 FLORIDA BUILDING CODE PLUMBING CODE 2010 FLORIDA BUILDING CODE, PLUMBING MECHANICAL CODE 2010 FLORIDA BUILDING CODE, MECHANICAL FUEL GAS CODE 2010 FLORIDA BUILDING CODE, FUEL GAS ELECTRICAL CODE 2011 NATIONAL ELECTRICAL CODE FIRE CODE FLORIDA FIRE PREVENTION CODE ENERGY CODE 2010 FLORIDA BUILDING CODE, ENERGY CONSERVATION ACCESSIBILITY: ACCESSIBILITY 2010 FLORIDA BUILDING CODE, ACCESSIBILITY ELECTRICAL E1.0 LIGHTING PLAN E1.1 ENLARGED LIGHTING PLANS E2.0 POWER PLAN E2.1 ENLARGED POWER PLANS E3.0 ELECTRICAL DETAILS E4.0 ELECTRICAL DETAILS E5.0 ELECTRICAL RISER AND SCHEDULES E5.1 ELECTRICAL SCHEDULES E6.0 TELECOM PLAN E7.0 AUDIO PLAN REVISED SHEETS: CVR, A3.0, A8.0, E1.0, E1.1, E2.0, E3.0, E4.0, E5.0, E5.1, E7.0, ADDED SHEETS: BAS1, BAS2 NEVISED SHEETS: t OCCUPANCY: MERCANTILE: ASSEMBLY (1 PER 15): 345 S.F. = 23 OCCUPANT LOAD = 5 INCHES REQUIRED STORAGE (1 PER 300): 2,035 S.F. = 7 OCCUPANT LOAD = 2 INCHES REQUIRED BUSINESS (1 PER 100): 1,822 S.F. = 19 OCCUPANT LOAD = 4 INCHES REQUIRED MERCANTILE (1 PER 30): 41,813 S.F. = 1,394 OCCUPANT LOAD = 279 INCHES REQUIRED MEZZANINE (1 PER 300): 2,548 S.F. = 9 OCCUPANT LOAD = 3 INCHES REQUIRED TOTAL: 48,564 S.F. 1,635 OCCUPANT LOAD 292 INCHES REQUIRED 500 INCHES PROVIDED TYPE OF CONSTRUCTION: IIB (SPRINKLERED) ALLOWABLE AREA: 57,250 SECTION 506 FIRE PROTECTION: BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 EXTERIOR BEARING WALLS 0 STRUCTURAL FRAME 0 ROOF/CEILING CONSTRUCTION 0 INTERIOR BEARING AND NON -BEARING PARTITIONS 0 COLUMNS 0 PLUMBING FIXTURE COUNT: 2010 FLORIDA BUILDING CODE, PLUMBING WATER CLOSETS: REQUIRED PROVIDED FEMALE 2 4 MALE 2 2 URINALS: MALE 0 2 LAVATORIES: FEMALE 2 3 MALE 2 3 DRINKING FOUNTAINS: ALL 2 2 SERVICE SINK: ALL 0 1 ALL WOOD MATERIALS SHOWN IN DETAILS IN THESE DRAWINGS SHALL BE FIRE RETARDANT TREATED WOOD(FRTW) IN ACCORDANCE WITH FBC SECTION 603.1. THIS INCLUDES ALL REFERENCES TO "BLOCKING", "NAILERS", "PLYWOOD", "SHEATHING" AND IF APPLICABLE "WOOD STUDS". GENERAL REQUIREMENTS EXTENT OF THE WORK: • THE SPECIFICATIONS AND DRAWINGS COVER THE COMPLETE CONSTRUCTION SCOPE. THEY ARE INTENDED TO BE COMPLEMENTARY AND ANYTHING MENTIONED OR IMPLIED BY ONE WILL BE CONSIDERED TO BE INCLUDED AS THOUGH MENTIONED BY ALL. CODES, PERMITS, LAWS, ETC.: • COMPLY WITH ALL FEDERAL, STATE, AND MUNICIPAL LAWS, CODES, ORDINANCES APPLICABLE TO THE WORK AND ALL REQUIREMENTS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS HAVING JURISDICTION. IF THE ABOVE LAWS, CODES, OR ORDINANCES CONFLICT WITH THE SPECIFICATIONS, THE LAWS, ETC., SHALL GOVERN, EXCEPT WHERE THE SPECIFICATIONS EXCEED THEM IN QUALITY OR QUANTITY OF LABOR OR MATERIALS. THE SUBCONTRACTOR WILL OBTAIN AND PAY FOR ALL PERMITS REQUIRED IN CONNECTION WITH THE EXECUTION OF HIS WORK. SAFETY: • IT IS THE POLICY OF HOBBY LOBBY STORES, INC. TO, AT ALL TIMES, PROVIDE SAFE WORK ENVIRONMENTS, CONDUCT ALL OPERATIONS IN A MANNER THAT ELIMINATES RISK TO ANY TRADES PERSON, MAINTAIN ALL CONDITIONS IN A WAY THAT ELIMINATES ALL RISK TO VISITORS AND TO THE PUBLIC, AND ELIMINATE THE RISK OF DAMAGE TO PROPERTY ON AND ADJACENT TO THE SITE. • THIS IS THE FUNDAMENTAL RESPONSIBILITY OF EVERY INDIVIDUAL ON THE SITE. ALL SUPERVISORS MUST ACCEPT COMPLETE RESPONSIBILITY FOR PREVENTION OF ACCIDENTS AND FOR SAFETY OF ALL WORK UNDER THEIR DIRECTION. • BY CONTRACT AND BY LAW, EVERY COMPANY ON THE SITE IS AT A MINIMUM TO CONFORM TO THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT, AND TO THE LAWS OF EVERY ENTITY HAVING JURISDICTION OVER THE WORK. • ANY COMPANY OR INDIVIDUAL REFUSING TO CORRECT OBSERVED SAFETY VIOLATIONS WILL BE BANNED FROM THE SITE AT LEAST UNTIL SUCH VIOLATIONS ARE CORRECTED, AND WILL BE HELD COMPLETELY RESPONSIBLE FOR ALL RESULTING EFFECTS. HAZARDOUS MATERIALS: • IN THE EVENT A SUB -CONTRACTOR DISCOVERS, AT ANY TIME DURING DEMOLITION, CONSTRUCTION, AND OR REMODELING OPERATIONS, EXISTING CONDITIONS THAT COULD INCLUDE THE PRESENCE OF MOLD, MILDEW, ASBESTOS, OR ANY HAZARDOUS MATERIAL, THE SUB -CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE AND ARCHITECT/ENGINEER OF RECORD, IN WRITING, OF THE CONCERNS AND OR SUSPICIONS. • ONCE DISCOVERY OR SUSPICION OF MOLD, MILDEW, ASBESTOS, OR ANY HAZARDOUS MATERIAL IS MADE, THE SUB -CONTRACTOR SHALL TAKE ALL REASONABLE AND PRACTICAL PRECAUTIONS TO PROTECT ALL CONSTRUCTION PERSONNEL AND THE PUBLIC FROM THE EXPOSURE TO ANY HAZARDOUS MATERIAL AND SUCH PRECAUTIONS SHALL REMAIN IN PLACE UNTIL SUCH TIME AS THE OWNER OR HEALTH AUTHORITY DIRECTS OTHERWISE. CONSTRUCTION OPERATIONS SHALL NOT BE STOPPED OR CURTAILED, EXCEPT IN THE AREA OF MOLD THE HAZARDOUS MATERIAL CONCERN DUE TO THESE REQUIRED PRECAUTIONS. • THE SUB -CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID CONDITIONS FAVORABLE TO THE DEVELOPMENT OF MOLD AND MILDEW, ESPECIALLY IN VOIDS WHICH WILL BE CONCEALED AND NOT VENTILATED. IN ALL CASES, INTERIOR SPACES AND INTERIOR FINISHED CONSTRUCTION SHALL BE MAINTAINED IN DRY AND WELL -VENTILATED CONDITIONS. • THE SUB -CONTRACTOR SHALL COMPLY WITH FEDERAL ENVIRONMENTAL AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS AND ALL LOCAL AND STATE HEALTH DEPARTMENT REQUIREMENTS AND RECOMMENDATIONS REGARDING MOLD, MILDEW, ASBESTOS, OR ANY HAZARDOUS MATERIAL. CONFLICTS IN DOCUMENTS AND CONDITIONS: • THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND SHALL REPORT IMMEDIATELY TO THE SUPERINTENDENT ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. IF THE SUB -CONTRACTOR PERFORMS ANY WORK KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT IMMEDIATE NOTICE TO THE SUPERINTENDENT, THE SUB CONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT OF THE ATTRIBUTABLE COSTS FOR CORRECTION. • THE SUB CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND SHALL CAREFULLY COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION KNOWN TO THE SUB CONTRACTOR WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE SUPERINTENDENT AT ONCE. • THE SUB CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SUBMITTALS APPROVED BY THE GENERAL CONTRACTOR. THE SUB CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS OR, WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA, OR SAMPLES FOR SUCH PORTION OF THE WORK. HOBBY LOBBY CONTACTS RESPONSIBILITIES CONTACT PHONE/FAX/EMAIL STOCKROOM DOORS, FLOOR HOBBY LOBBY P (405) 745-1651 TILE, BALE LIFT, LIGHT 7707 S.W. 44TH STREET F (405) 745-1634 FIXTURES, PEGBOARD, AND OKLAHOMA CITY, OK 73179 kimberly.slocurnftobby PLUG MOLD DISPLAYS. ATTN.: KIM SLOCUM lobby.com PERMITTING HOBBY LOBBY P (405) 745-1610 7707 S.W. 44TH STREET F (405) 745-1772 OKLAHOMA CITY, OK 73179 lonnie.glidewell®hobbylobby.com ATTN.: LONNIE GLIDEWELL FIRE ALARMS HOBBY LOBBY P (405) 745-1548 7707 S.W. 44TH STREET F (405) 745-1634 OKLAHOMA CITY, OK 73179 rebecca.shingler@hobbylobby.com ATTN.: REBECCA SHINGLER COMPACTOR SYSTEMS HOBBY LOBBY P (405) 745-1351 7707 S.W. 44TH STREET F .(405) 745-1637 OKLAHOMA CITY, OK 73179 jack. johnstain ®hobbylobby.corn ATTN.: JACK JOHNSTON SIGNAGE HOBBY LOBBY P (405) 745-1178 7707 S.W. 44TH STREET F (405) 745-1855 OKLAHOMA CITY, OK 73179 Iarry.hostetter@hobbylobby.com ATTN.: LARRY HOSTETTER HVAC EQUIPMENT BUYER HOBBY LOBBY P (405) 745-1237 7707 S.W. 44TH STREET F (405) 745-1634 OKLAHOMA CITY, OK 73179 jason.snook®hobbylobby.com ATTN.: JASON SNOOK UTILITY COORDINATION HOBBY LOBBY P (405) 745-1791 7707 S.W. 44TH STREET F (405) 745-1634 OKLAHOMA CITY, OK 73179 terry.jack@hobbylobby.com ATTN.: TERRY JACK TELECOMMUNICATIONS HOBBY LOBBY P (405) 745-1687 7707 S.W. 44TH STREET F (405) 745-1776 OKLAHOMA CITY, OK 73179 scott.diemel@hobbylobby.com ATTN.: SCOTT DIEMEL BUILDING AUTOMATION HOBBY LOBBY P (405) 745-1237 SYSTEMS 7707 S.W. 44TH STREET F (405) 745-1634 OKLAHOMA CITY, OK 73179 jason.snook@hobbylobby.com ATTN.: JASON SNOOK SUPPLIER CONTACTS ITEMS SUPPLIED CONTACT PHONE/ FAX ELECTRICAL DISTRIBUTION CAROLINA PRODUCTS, INC. P (704) 364-9029 SYSTEM 1132 PRO AM DRIVE F (704) 367-1215 CHARLOTTE, NC 28211 ATTN.: CHRISTA TOILET PARTITIONS, GRAB Y.I. SPECIALTIES, INC. P (704) 364-9029 BARS AND MIRRORS 13801 S. SOONER ROAD F (704) 367-1215 EDMOND, OK 73034 ATTN.: RUDY YOUNG SLIDING GLASS DOORS NABCO ENTRANCES, INC. P (262) 679-7514 S81 W18717 GEMINI DRIVE F (888) 679-3319 MUSKEGO, WI 53150 ATTN.: JAN GRABOWSKI STANDARD DOORS AND GIRTMAN AND ASSOCIATES P (615) 350-6000 HARDWARE 7115 COCKRILL BEND BLVD. F (615) 350-6686 NASHVILLE, TN 37209 ATTN.: JENNIFER WONSON DEFERRED SUBMITTALS SUBMITTALS RESPONSIBLE PARTY FIRE SPRINKLER MODIFICATIONS INSTALLER FIRE ALARM MODIFICATIONS CONSULTANT OWNER: AUTHORITY HAVING JURISDICTION: HOBBY LOBBY STORES, INC. CITY OF ZEPHYRHILLS 7707 S.W. 44TH ST. 5335 8TH STREET OKLAHOMA CITY, OK 73179 ZEPHYRHILLS, FLORIDA 33542 CIVIL: ARCHITECT: STRUCTURAL: MECHANICAL: ELECTRICAL: FIRE PROTECTION AND ALARM: NOT PART OF THESE DOCUMENTS pb2 architecture + engineering METTEMEYER ENGINEERING L.L.C. pb2 architecture + engineering pb2 architecture + engineering NOT PART OF THESE DOCUMENTS 710 WEST ROSELAWN DRIVE 2101 WEST CHESTERFIELD BOULEVARD, B-105 710 WEST ROSELAWN DRIVE 710 WEST ROSELAWN DRIVE ROGERS, ARKANSAS 72756 SPRINGFIELD, MISSOURI 65807 ROGERS, ARKANSAS 72756 ROGERS, ARKANSAS 72756 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479,636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 g W M y~Z� �oz, p (N�zMR z0 � z3 W W r�y� ZZ<SVL�ZoZpg �< Hp O aNw Of <a~ �pag zz� O z�< <z<�aw F o tL a p o�z,- S ;'o <0-01M <0cnW$<� 3�ww O g?az<Woywo zv) 1C8g6wwno z a. oz 2 3Bc~i�60ffiww'zom "w a_ o=w.+ IL9 49azrtk! F Nvw 3 <~0wwwmz<z6 ( ) X�kin pv�a�waawpaZ >= MQ >� 0~ Jo. O OJ mJ WQ>_j.*4 0/ (D = o M12- N .\2 c CM I� Ix wm T z 0 ISSUE BLOCK Q10.01.13 PLAN REV. #1 10.22.13 PLAN REV. #2 CHECKED BY: DF DRAWN BY: JCF FILE NAME: CVR DOCUMENT DATE: 08-09-13 L COVER SHEET SHEET: CVR __ I 1 11 i1 11 I I I I UIIII U' I �1. II I V. 'li lry 11111111�'IkF �ILFI P d Il�II:II`�:�WI YI 'llll I%!IIIIi' IiA I I'll II"! III I __ B C D E F G H I I I I I I I In I- O ry N r T m� O QT a) -Q 0-0 0 o� �Q U N O L N V) O U 0 o a W N I- � z a CL v,.,v ....ivi.. _ I - L i RGr JIRVVIVIIG v� ����i�v 11 NORTHEAST ELEVATION 1 2 3 4 5 6 3/32" = 1'-0" I I I NORTHWEST ELEVATION. 3/32" = 1'-019 J H G F E D C B I I I I I I I I SOUTH 3/32" = 1'-0" ST ELEVATION COORDINATE EXTENT 6 OF HOBBY LOBBY PAINT SCHEME WITH LANDLORD ADJACENT ' LEASED TENANT SPACE SOUTHEAST ELEVATION. PAINT EXISTING ALUMINUM 5 NEW STUCCO TO MATCH STOREFRONT FRAMES TO ADJACENT TEXTURE MATCH KAWNEER MEDIUM I PROVIDE A CLEAN BRONZE I CONTINUOUS TRANSITION CMU NATURAL VIrIV I\� Iwll/ " IVGrr C.Ir0 CMU NATURAL l 3 / _oonwnnr r. /0" /1CQ CI IQCTDATC \ 2 1 MAIAIT CVICTAI11 AI 11\/IA111►I Q DJACEN� TENANT -- - - -- -- -� ---'. --- --- -- -- -- -- -- -- -- -- --- --- --- -- --- --- --- - -- --- -- _ . � _, I II II II II I I ry d I II II II II fl II II II II II II II I q ry d I II II II II � `_ JAL ---� ,I II II II II II II II II II II II II ,, L___Y__-� ,I II II II II ; ' t LZ I LZ'`", ,L__jL=_--JL--JL--JL--JL-- L--JL--JI---JL--JL--JI-----JL--�I ql 1� ryr-U ,L==JL=JL==JL==JL 41 1 II Id ,r II -- �� -_ �� II--- 1F -- IF -- IF 0 II -- IF -- IF -- -- _ L� I I I I IL J �L=j ,I II II II II II II II II II II II I q� JIL�LJd I II II II 11 I L1 I Ir L,= JI I ,IL J L Jd i L - _JL = _ =_IL - L _ JL = _JL - = L _ JL EXISTING CANOPY REMOVE STOREFRONT REMOVE REMOVE STOREFRONT REMOVE STOREFRONT REMOVE EXISTING CANOPY TO REMAIN WINDOWS AND DOORS EXISTING RAMP WINDOWS PATCH AND WINDOWS AND DOORS EXISTING RAMP TO REMAIN PATCH AND REPAIR REPAIR EIFS AS REQUIRED PATCH AND REPAIR CUT OPENING IN CMU EIFS AS REQUIRED EIFS AS REQUIRED CUT OPENING IN CMU FOR NEW DOOR FOR NEW DOORS SOUTHEAST DEMOLITION ELEVATION / 3/32" = 1'-0" 7 i 3/32" = 1'-0" 6 44"J 5 REMOVE INDICATED 4 3 2 0 o AREA OF STUCCO o 0 0 REMOVE STOREFRONT Q a EXISTING DOWN TO SUBSTRATE a EXISTING Q a REMOVE STOREFRONT WINDOWS PATCH AND I I I STOREFRONT AND PREPARE SURFACE, I I STOREFRONT I I I WINDOWS PATCH AND REPAIR EIFS AS REQUIRED r N I WINDOWS TO FOR NEW FINISHES AS WINDOWS TO I N C REPAIR EIFS AS REQUIRED REMAIN REQUIRED REMAIN ADJACENT LEASED \\\\\\\\\ \ \\ \ \ \ \ \ \ \ TENANT I -SPACE \\\\\ \\\\ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\ \ \ \ ILL _ I II II II � � II II II II I . [�]L[7EL - II If ry II CMU NATURAL DR IN ING PAINT EXISTING 1 CANOPY TO MATCH KAWNEER i MEDIUM BRONZE ALL WOOD MATERIALS SHOWN IN DETAILS ON THIS SHEET SHALL BE FIRE RETARDANT TREATED WOOD(FRTW) IN ACCORDANCE WITH FBC SECTION 603.1. THIS INCLUDES ALL REFERENCES TO "BLOCKING "NAILERS", "PLYWOOD", "SHEATHING" AND IF APPLICABLE "WOOD STUDS". BID ALTERNATE: REMOVE ALL EXISTING STOREFRONT SHOWN AS 'EXISTING TO REMAIN' AND GLAZING AND REPLACE WITH IMPACT GLAZING AND CURTAINWALL FRAMING. STUCCO 2 SEAM SECTION 1/8" = 1'-0" ALUW € F t = S9ALL C 0�j ppLY WTH ALL F�VAILiNG (',ODES, FLOFJDA BUILD C CODE, NATIONAL ELEC rIM CODE AN"D CITY OF ZE'HYRHILLS ORDI�3ANCES REVIEW DATE_JL � ��1 CITY OF ZEPHYRHILLS, u PLANS EXAMINER l STUCCO SEAM DETAI NTS p+enb4:w hitecture gineering 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 � zLLI I_ . LOS p ,� ffi N FE c�0 ZP w of W Qsw0oo53 ir Wr �ZQQI`�WF�Q a171o}J yU—NMW Q�XinZW$NQ} 0 3Wdwp?ow %WfmOQ F- Zvai wn Cy IdKZgd' W Q ZV lr}NONU 0 �Z O NOIi UJWZUW 0- 0Xw{��QLg0wL4MZ31qm (n ��Iyno�iwwzMw MM MILWOMM M W 0 � Q w� J -ILLI O0J rtyl _jy wQ}So, N Cr) M Cv Ix T z 0 ISSUE BLOCK AI 10.22.13 PLAN REV. #2 CHECKED BY: DF DRAWN BY: JCF FILE NAME: A3.0 DOCUMENT DATE: 08-09-13 BUILDING ELEVATIONS AND DETAILS SHEET: A3. 0 ILl_'.__-_ �� LLII" j i :P 11I'IiVII k.,I.I.4.III I II I I I!II 1 1. 1 III � I =o ri L m 3: O 1 o �� N V) r7 / O L C14% r7 c �E 0-0 o o > `o a cn Cn Q 1 N r` 00 -C O, o :3 r7 0 I— N C j m-0 O 12>1 _ o N V) r) o •� N O \ L N O U .21 o Q W N Z Q F / n / DOOR AND FRAME SCHEDULE ROOM DESCRIPTION DOOR N0. DOORS FRAMES FIRE RAT. HDWR. SET OPENING MAT. TYPE GLASS MAT. TYPE DETAILS W. H. T. HEAD JAMB SILL SALES FLOOR 101 A 12'-0" 7'-8" ALUM. S TEMP. ALUM. SEE MANUF. DWG. 101 B 12'-0" 7'-8" ALUM. S TEMP. ALUM. SEE MANUF. DWG. 101C 6'-0" 7'-0" 1-3/4" H.M. C H.M. 2 H-1 J-1 S-1 H.W. 3 101D 3'-0" 7'-0" 1-3 4" H.M. B H.M. 1 H-1 J-1 S-1 H.W. 1 101E 3'-0" 7'-0" 1-3/4" H.M. B H.M. 1 H-1 J-1 S-1 H.W. 1 101F 3'-0" 7'-0" 1-3/4" H.M. B H.M. 1 H-1 J-1 S-1 H.W. 1 INSTRUCTIONAL AREA 103A 3'-0" 7'-0" 1-3/4" H.M. H H.M. 1 H-7 J-7 H.W. 4 MEN'S RESTROOM 104A 3'-0" 7'-0" 1-3/4" H.M. G H.M. 1 H-7 J-7 H.W. 7 WOMEN'S RESTROOM 105A 3'-0" 7'-0" 1-3/4" H.M. G H.M. 1 H-7 J-7 H.W. 7 EMPLOYEE LOUNGE 107A 3'-0" 7'-0" 1-3 4" H.M. H H.M. 1 H-7 1-7 H.W. 4 JANITOR CLOSET 108A 3'-O" 7'-0" 1-3/4" H.M. H H.M. 1 H-7 J-7 H.W. 4 MANAGER'S OFFICE 110A 3'-0" 7'-0" 1-3/4" H.M. H H.M. 1 H-7 J-7 H.W. 6 CASH OFFICE 111A 3'-0" 7'-0" 1-3/4" H.M. H H.M. 1 H-7 J-7 H.W. 5 MEZZANINE 112A 3'-0" 7'-0" H.M. B H.M. 1 H-1 J-1 S-1 H.W. 1 STAGING AREA 113A 6'-0" 7'-0" ALUM. E TEMP. H.M. 3 H-9 J-9 S-2 RECEIVING AREA 114A 3'-0" 7'-0" 1-3/4" H.M. B H.M. 1 H-1 J-1 S-1 H.W. 1 114B 6'-0" 8'-0" STEEL K H.M. H-3 J-3 H.W. 8 114C 9'-0" 10,7, STEEL F H.M. H-3 J-3 H.W. 8 114D 3'-4" 3'-4" L SEE MANUF. DWG. ELECTRICAL ROOM 115A 3'-O" 7'-0" H.M. EXISTING EXISTING EXISTING 1EXISTING EXISTING EXISTING EXISTING 115B 3'-0" 7'-O" H.M. EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 115C 3'-0" 7'-0" 1-3/4" H.M. EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 115D 3'-0" 7'-0" 1-3/4" H.M. B H.M. 1 H-1 J-1 S-1 H.W. 1 115E 6'-0" 7'-0" H.M. EXISTING EXISTING EXISTING EXISTING RXISTING EXISTING EXISTING 115F 3'-0" 7'-0" H.M. EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING VESTIBULE 116A 12'-0" 7'-8" ALUM. S TEMP. ALUM. SEE MANUF. DWG.. 116B 12'-0" 7'-8" ALUM. S TEMP. ALUM. SEE MANUF. DWG. SPRINKLER ROOM 117A 3'-0" T-0" 1-3 4" H.M. H H.M. 1 H-7 J-7 H.W.E4] HARDWARE SCHEDULE HARDWARE NUMBER QTY. TYPE MODEL FINISH REMARKS HW1 3 EA. HINGES FBB179 4 1 2"x 4 1 2" NRP US26D 1 EA. CLOSER 4041 CUSH AL 1 EA. EXIT DEVICE ALARM LOCK: SIREN LOCK MODEL 700 AL 1 EA. THRESHOLD 896 V x 36" AL 1 EA. GASKETING 160V 1 x 36" + 2 X 84" 1 EA. DRIP CAP 16 A x 40" 1 EA. DOOR SWEEP 203 NA x 36" 3 EA. SILENCERS 307D GRAY HW3 6 EA. HINGES FBB179 4 1 2"x 4 1 2" NRP US26D 2 EA. CLOSER 4041 CUSH AL 2 EA. EXIT DEVICE AL700 FURNISHED BY G.C. AL 1 EA. THRESHOLD 896 V x 72" AL 1 EA. GASKETING 160V 1 x 72" + 2 X 84" 1 EA. DRIP CAP 16 A x 76" 2 EA. DOOR SWEEP 203 NA x 36" 6 EA. SILENCERS 307D GRAY HW4 3 EA. HINGES F179 4 1 2"x 4 1 2" US26D 1 EA. PASSAGE SET D10S SAT 626 1 EA. PROTECTION PLATE K1050 10"x34" US32D 1 EA. WALL STOP 242F FLOOR STOP 26D 3 EA. SILENCERS 307D GRAY HW5 3 EA. HINGES F179 4 1 2"x 4 1 2" US26D 1 EA. LOCK SET ML2068 MORTISE LOCKSET 626 1 EA. PROTECTION PLATE K1050 10"x34" US32D 1 EA. FLOOR STOP 243E FLOOR STOP 26D 1 EA. VIEWER 622 11 CRM 3 EA. SILENCERS 307D GRAY HW6 3 EA. HINGES F179 4 1 2"x 4 1 2" US26D 1 EA. LOCK SET ML2068 MORTISE LOCKSET 626 1 EA. PROTECTION PLATE K1050 10"x34" US32D 1 EA. FLOOR STOP 243F FLOOR STOP 26D 11 3 EA. I SILENCERS 307D GRAY HW7 3 EA. HINGES FBB179 4 1 2"x 4 1 2" US26D 1 EA. PUSH PLATE 70C 4"x16" RC US32D 1 EA. PULL PLATE 105 x 70C RC US32D 1 EA. CLOSER 4031 REG PA AL 1 EA. PROTECTION PLATE K1050 10"x34" I US32D 11 1 EA. WALL STOP 242F FLOOR STOP 26D 3 EA. SILENCERS 307D I GRAY HW8 ROLLING DOOR HARDWARE BY MANUFACTURER. PROVIDE W CYLINDER LOCK COMPATIBLE WITH BUILDING LOCKS. ROLL UP D00 LPREFINISHED ALUMINUM PREFINISHED ALUMINUM TAINWALL SYSTEM WITH STOREFRONT SYSTEM WITH ACT RESISTANT GLAZING 1 /4" INSULATED GLAZING 12'-01" 41'-2"7\ „ 1 7" COLUMN WRAP 7" COLUMN WRAP „ 7 5'-94„ 5'-9" 2" EQ EQ " EQ " EQ EQ 2" 5'-9 » 5'-9j„ 2„ COLUMN 2" 5'-9j" 2» COLUMN 2 WRAP N 2" iv 2" N WRAP iv 21 WRAP STRUCTURAL COLUMNS WITH IMPACT j� - MPACT Q IQ IMPACT IMPACT TEMPERED, TEMPERED rj BREAK METAL TO N Q Q V) -I Q V) Q cn RESIS ANTN ESIST T I N ` RE TANT ,_ RESI RANT MATCH CURTAINWALL � cn cn r7 a cn a N REF 2/11—A1.2 bi ®� w _ � ih i� STRUCTURAL STEEL 0 PROVILDLIOTE �� N ~ ~ � ~ ~ 0 STRUCTURAL io c� STRUCTURAL STEEL MEMBER REF 9-A5.1 Z TEMP a vN-i a a vN-i -I a Z STEEL MEMBER o Z MEMBER REF 9-A5.1 AND STRUCTURE - ww ADJA �_ �_ �_ w �_ w a w �_ - w REF 9—A5.1 r w AND STRUCTURE 00 10 a DOOR 1 a 0 AND STRUCTURE 1 CL 0 of It 0 oQ o 0 p LU M z Y 3' OR 4' 6' SITE GLASS OR PEEP 7' HOLE TRUCK of DRIVER DOOR ONLY 7' EXTERIOR DOOR El EXTERIOR INSULATED. METAL DOOR INSULATED. METAL DOOR 18 GA. SKIN W/ 16 GA. 18 GA. SKIN W/ 16 GA. VERT. "Z" BAR VERT. "Z" BAR STIFFENERS STIFFENERS MINIMUM U—FACTOR: 0.60 MINIMUM U—FACTOR: 0.60 SLIDING BOLT 8' FOR PADLOCK (EACH SIDE)_19M K❑ WAYNE DALTON — THERMOTITE 800C SERIES ROLLING SERVICE DOOR, WITH FLAT 3" SLATS AND WITH AN INSULATION R—VALUE OF 6.7. ROLLING DOOR SHALL BE CHAIN HOIST OPERATED AND SHALL HAVE WEATHER STRIPPING WITH LINTEL BRUSH SEAL. CONTACT DOOR SUPPLIER FOR PROPER TRACK INSTALLATION TO MATCH WALL TYPE. DOOR SHALL BE GALVANIZED CURTAIN WITH MFG GRAY PRIMED FINISH SUITABLE FOR FIELD FINISH PAINTING. DOOR LEGEND VISION PANELS IMPACT SLIDING BOLT PLATES 7 FOR PADLOCK 10' (EACH SIDE) 5"X9" HINGE GUARDS FF]WAYNE DALTON — THERMOTITE 800C SERIES EICHASE PRODUCTS DOORS ROLLING SERVICE DOOR, WITH FLAT 3" SLATS TYPE 1 TRAFFIC DOORS AND WITH AN INSULATION R—VALUE OF 6.7. WITH 48" KICK PLATES. ROLLING DOOR SHALL BE CHAIN HOIST FURNISHED BY GENERAL OPERATED AND SHALL HAVE WEATHER CONTRACTOR STRIPPING WITH LINTEL BRUSH SEAL. DOOR SHALL HAVE A GALVANIZED CURTAIN WITH MFG GRAY PRIMED FINISH SUITABLE FOR FIELD FINISH PAINTING. 40" x 40" CLEAR DOOR BY COMPACTOR NEW DISCONNECT. SUPPLIER. DO NOT SUPPLY SECURITY DOOR OR FRAME. OPENING CAN BE SECURED BY FRAMING IN OPENING WITH PLYWOOD NAILED TO EACH 0 o SIDE. z Ir Q 00 = _ _ _ __ ', . r------'-t JLL_ Q11`i i------------------------------------ :� o It �' CD (I ' ii _____�F_Al _________________________________ III-1 . , I I I I FRAME TYPES w 0. w 0 Ce 0 N N iV IF 2' 211 2 2 VARIES VAr RIES� 0 VAS RIES� HOOD FOR ROLLING STEEL DOOR INT. GUIDES FOR ROLLING STEEL DOOR INT. EXT. I r— I 1 /4" BENT PLATE I I J 3 40'-0" (N.T.S.) VERIFY OPENING HEIGHTS WITH HOBBY LOBBY AT (405) 745-1351 PRIOR TO INSTALLATION OR CONSTRUCTION OF OPENINGS. COMPACTOR/ COT SYSTEM DOOR El FINISH SCHEDULE FINISH FINISH DESCRIPTION GRAY GRAY US26D CHROMIUM PLATED, DULL US32D STAINLESS STEEL, DULL AL ALUMINUM CRM BRIGHT CHROME 626 SATIN CHROMIUM PLATED CMU EXT. 1 /4" BENT H3 PLATE FINISH AS SCHEDULE[ INT. FINISH AS SCHEDULED EXT. H.M. FRAME BEYOND DOOR SWEEP THRESHOLD AS SCHEDULED 6" METAL STUD" 5/8" GYP. BD. :t N 6" METAL STUDS 5/8" GYP. BD. N SEALED CONC. ALL CURTAINWALL & I INTERIOR STOREFRONT METAL TO CONTRACTOR TO EXTERIOR GLAZING TOS-1 2 BE ANODIZED DARK 1 O IFY OPENING FIELDRD MENSNONS OFV0. 5. U-FACTOR O BRONZE FINISH. WINDOW TYPES HEAD AND JAMB DETAI 2 1 /4„ = 1'-0" NTS H-4 6" HEADER H.M. FRAME DOUBLE METAL STUDS AT DOOR FRAME H.M. FRAME H.M. FRAME BEYOND INT. TILE FLR. AS SCHEDULED S-2 3' 3' SITE GLASS OR PEEP HOLE 7 z 7' CASH OFFICE ONLY KICK PLATE ` KICK PLATE G❑ REST ROOM DOORS INTERIOR DOOR HOLLOW METAL DOOR HOLLOW METAL DOOR WITH FRAME 18 GA. WITH FRAME 18 GA. SKIN W/ HONEYCOMB SKIN W/ HONEYCOMB CORE CORE CONTRACTOR TO FIELD VERIFY DOOR OPENING DIMENSIONS 12'-Ott GT MODEL #1175 WHISPERSLIDE 81 PART SLIDER ALUMINUM LRS-SUPdROPERATOR -ISEAN ® GUIDE DOOR CARRIER HANGER ASSEMBLY, mom BREAKAWAY LATCH, LIMITING ARM AND DOOR LOCK. AIR INFILTRATION AND INTRUSION PROTECTION 00 EQUIPMENT GYRO TECH WHISPERSLIDE POWER CLOSE OPERATOR W/ MICRO -COMPUTER CONTROL. SIDELITE PANELS SHALL BE FULL BREAKAWAY TYPE. THE DOOR PANEL BREAKOUT MODE DISCONNECTS THE POWER TO THE CONTROL CIRCUIT INHIBITING AUTOMATIC DOOR OPERATION. - - --- BREAKAWAY PRESSURE SHALL BE FIELD AUTOMATIC SLIDING ALUMINUM ENTRY/ ADJUSTABLE TO MEET LOCAL BUILDING Fs EXIT W/ GLASS AND KEYED HARDWARE CODE REQUIREMENTS. SET. SLIDING DOORS BY NABCO EMERGENCY EGRESS SHALL BE IN COMPLIANCE NABCO ENTRANCES INC. W/NFPA 101. 44=111111. 1 ANODIZED DARK BRONZE FINISH GYRO TECH S82 W18717 GEMINI DRIVE P.O. BOX 906 MUSKEGO WISCONSIN 53150 PHONE: �262) 679-5705 MAX. U-FACTOR = 0.28 FAX: (888) 679-3319 MAX. SHGC = 0.45 1 �» TILE rl I` ALUMINUM BAR TRANSITION. COUNTERSINK AND BOLT TO FLOOR ALUMINUM TRANSITION STRIP. N TS METAL STUDS REF PLAN 5/8" GYP. BD. METAL STUDS 5/8" GYP. BD. N H 7 REF PLAN J-7 1EADER H.M. FRAME H.M. FRAME FINISH i SCHEDU INT FINI! SCH am H-9 CMU. DRIP CAP EXT. H.M. FRAME CMU EXT. H.M. FRAME 710 West Roselawn Drive Rogers, Arkansas 72756 Phone: 479.636.3545 Fax: 479.636.1209 William Douglas Hurley Florida License No AR91919 Firm License No: AA26000940 w ZZ ,two U) p INOW� F <Nm, IL z F Zw�A-wa3 w. <50000g << Foag�6-�6 N� a WF �< Jw�Fp� 0 av1c<>'<6"z-F_ Sw iEo �'�w<WKSOjar OZ 3W zw0 O'rz3a�o< zvai <�nwa o'vpz z� Ft a. HJWVH � 0 00giq w U W w z U m d NM1I1�6 <5wU)iwirir6wCr< (n �pNp otna��aaw7"oa�6. Q 0 0w� J LL�LL J O �J J >M WQ=o f Im M N Ev M a 0 3 0 ISSUE BLOCK 1 09.20.13 PLAN REV. #1 / , \ 10.22.13 PLAN REV. 12 CHECKED BY: DF DRAWN BY: JCF FILE NAME: A8.0 DOCUMENT DATE: 08-09-13 DOOR SCHEDULE AND DETAILS SHEET: A8. 0 b L W C M � 3 a � _ (3 M — � I a- r` � a N o� N N N E N \ co Q) o Q I— j Cn a Q Q) � E a� U) co O � - L L m i a- N r7 r 'n o 0 �2 N N N O T F-o Z j HL#14 ROOM MOUNT AT 102 1 60" AFF e a NEW ELECTRIC UNIT HEATER UH-4. MOUNT MINIMUM 7'-0" A.F.F. TO BOTTOM OF UNIT. MOUNT THERMOSTAT ON SIDE OF UNIT. REF 6/M2.0 SPRINKLER ROOM 117 WN11E L� 1_ __ ��_ I II I _ I•I it I' L ' -11 I {u EIF Il ii ifi'I�I III I� ..p� +CIE I II. 2 NEW ELECTRIC UNIT HEATER UH-5. MOUNT MINIMUM 7'-0" A.F.F. TO I BOTTOM OF UNIT. MOUNT THERMOSTAT ON SIDE OF UNIT. REF 6/M2.0 MEZZANINE 112 I `\— DUCTWORK DOWN THRU x_ x MEZZANINE. co o REF 2/M1.2 FOR CONTINUATION. ROUTE TIGHT TO STRUCTURE. 4 TON 7 8 HL# 14 NEW M2.0 M2.0 (TYP) I CD1 I 5.2 5 14X12 UCT UP TO € ROOF MOUNTED EXHAU13T FAN EF-1. TRANSITION DUCT AS NECESSARY. REF 4'M2.0. I �I EF 1 I ROUTE TIGHT TO STRUCTURE. 3 ,.. _ .._ 14X10 14X8 SAW 8X8 © 300 2 TON ! HL# 15 NEW 7 11 M2.0 M2.0 4 _. _�..__... (TYP) ELECTRICAL MEZZANINE 115 MECHANICAL PLAN. 1 /8"=1'-0" IIIIIIIIi IIIfEll6 11116EII1 NEW ELECTRIC UNIT HEATER UH-6. MOUNT MINIMUM 7'-0" A.F.F. TO BOTTOM OF UNIT. MOUNT THERMOSTAT ON SIDE OF UNIT. REF 6/M2.0 AREA KAU 250 103 8„ 150 01 10' - 8» H L#1 MOUNT AT MANUAL 90" AFF BALANCE REF 1/M2.0 RAG2 (TYP) 48X24 3200 tl r !9! r-z'"* RE SO RO QMME CHANICAL PLAN 1 /8"=1'-0" P., I I I FRONT OF HOUSE MECHANICAL PLAN 1 /8"=1'-0" MECHANICAL SYMBOLS X"xY" RECTANGULAR DUCT X" WIDE BY Y" DIMENSION IS VIEW FACE ROUND DUCT SUPPLY DUCT IN SECTION RETURN OR EXHAUST DUCT IN SECTION VOLUME CONTROL DAMPER SUPPLY AIR DIFFUSER WITH ROUND SUPPLY DUCT RETURN OR EXHAUST AIR DIFFUSER WITH ROUND DUCT CD 12" 450 DIFFUSER OR GRILLE TYPE BRANCH DUCT & NECK SIZE CFM CONNECT TO EXISTING CD CONDENSATE PIPING AFF ABOVE FINISHED FLOOR SAW' SUPPLY AIR WALL REGISTER CD CEILING SUPPLY AIR DIFFUSER RAG RETURN AIR GRILLE EAG EXHAUST AIR GRILLE ETR EXISTING TO REMAIN O THERMOSTAT S-? ROOFTOP UNIT SENSOR Q SENSOR '''l ELBOW WITH TURNING VANES ROUND (OR OVAL) ELBOW p+enb2 hitectAwft ure gineering 2809 Ajax Avenue Suite 100 Rogers, Arkansas 72758 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Staicup, P.E. 66998 (W!) oow� FLJ oa�zo 0 ww L� ZZ¢ Jw�FQO i (nU�tn Mw¢�¢�WOjQ} O 3wriwgDooWIXzV,— 2� 15 < 6WU) L,m z 0 0 0; m W O W W W W Z W m Nway� Z 51 -.0 zixw} (n F-000wMDwaawoaM rn 0 Q 0 JO J ��U- Q O cn �J J_ WQ� w V= C M M LLJ CO N ,-a c�\z 0 1�- w z as 0 ISSUE BLOCK A 10.22.13 PLAN REV. #2 CHECKED BY: TES DRAWN BY: BEH FILE NAME: M1.2 DOCUMENT DATE: 08-09-13 ENLARGED MECHANICAL PLANS SHEET: M 1, 2 c 0 3 m� n I N M > i O N N \ p N _ O 41 fn N Q U U) Cn � Q J E Q� C � C C _ C � 3 V L 0 w m t N N O �_ Nj O p N N N � O 0 O LLJ o� o zj n_ 6 5.8 5.6 5.2 5 4.6 4 i 6 I i 1 i 4.9 4.1 4 3.7 3.5 3.2 3 2.8 2.4 2 1.9 � LIGHTING PLAN _110al 3 LIGHT FIXTURE SCHEDULE FIXTURE DATA LAMP DATA TAG DESCRIPTION MANUFACTURER CATALOG NUMBER MOUNTING VOLT VA QTY QTY LAMP TYPE C GENERAL COOPER 8TSSF-232-UNV-AD-ICN- SURFACE MVOLT 114 38 4 F32T8 8' STRIP FIXTURE - USE CEILING SPACER AND LIGHT 4P32SC-P11BLK-WG-U HANGER GRP-SSF-U, UCNO. SEE NOTE #3 D SALES FLOOR COOPER SSF-232-UNV-AD-ICN2P32N- CHAIN/ MVOLT 62 3 2 F32T8 4' STRIP FIXTURE - USE CEILING SPACER AND LIGHT P11BLK-WG-U SURFACE HANGER GRP-SSF-U, UNO. SEE NOTE #3 F OFFICES COOPER 2GR8-432A-UNV-AD- RECESSED MVOLT 114 25 4 F32T8 2'X4' RECESSED TROFFER ICN-4S32SC-U #12 PATTERN ACRYLIC LENS I SALES/ COOPER 8TSSF-232-UNV-AD- CHAIN MVOLT 114 537 4 F32T8 8' STRIP FIXTURE - CHAIN HUNG. MOUNT AT 15'-0" AFF. STAGING AREA ICN-4P32SC-P11BLK-WG-U 36" CHAIN HANGING KIT AYC-CHAIN SET-U. ACNP 95213 NX EXIT SIGN JESSOP GLO-BRITE PF50/7050 RED UNIVERSAL --- - 2 --- ___ PHOTOLUMINESCENT TECHNOLOGY ZERO ENERGY CONSUMPTION, MOUNT CENTERED 1'-O" ABOVE DOOR 0 EMERGENCY COOPER APEL UNIVERSAL MVOLT 3.5 17 2 LED ALL PRO SERIES EMERGENCY LED LIGHT. P EMERGENCY COOPER CLED-WP SURFACE 6V 6 9 1 HALOGEN THERMOPLASTIC FIXTURE, PAR 36 SEALED AND GASKETED REMOTE 6V, 6W HALOGEN, MOUNT CENTERED 1'-O" ABOVE DOOR Q EXTERIOR COOPER XTOR5ARL SURFACE MVOLT 50 14 1 LED LOW PROFILE,CORROSION-RESISTANT, DIE CAST ALUMINUM HOUSING. MEZZ ABOVE R DOCK COOPER DKL-40VA-A WALL 120 1000 1 1 INCAND. NOT SHOWN ON DRAWING TO BE PROVIDED WITH LIGHTING PACKAGE EE EXIT SIGN TO COOPER CLED-U-WH SURFACE MVOLT 3.3 9 NA LED THERMO PLASTIC LED EXIT, NICKEL CADMIUM BATTERY, EXTERIOR MOUNT CENTERED 1'-O" ABOVE DOOR EM-C EMERGENCY COOPER 8TSSF-232-277V-EBP1400E- CHAIN MVOLT 114 4 4 F32T8 8' STRIP FIXTURE WITH EMERGENCY BALLAST USE CEILING AD-ICN4P32N-P11BLKWGU SPACER AND LIGHT HANGER GRP-SSF-U, UCNO. NOTE#3 EM-1 EMERGENCY COOPER 8TSSF-232-277V-EBP1400E- CHAIN MVOLT 114 44 4 F32T8 8' STRIP FIXTURE WITH EMERGENCY BALLAST - USE AD-ICN4P32N-P11BLKWGU CEILING SPACER AND LIGHT HANGER GRP-SSF-U, UNO. NOTES: 1. VERIFY MODEL NUMBERS AND DESCRIPTIONS WITH MANUFACTURER PRIOR TO PLACING ORDER. 2. VERIFY FINISH/COLOR WITH OWNER PRIOR TO PLACING ORDER. 3. LAST FIXTURE IN EACH ROW SHALL HAVE ENDPLATE. 4. G.C. SHALL SUPPLY ALL LIGHT FIXTURES AND SHALL BE INSTALLED BY E.C. 5. (APPLIES TO ALL LIGHT FIXTURES) IF REQUIRED BY APPLICABLE BUILDING CODE, SUPPORT ALL RECESSED OR LAY -IN LIGHT FIXTURES, DIRECTLY FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE, WITH A MINIMUM OF TWO 12-GAUGE WIRES LOCATED AT DIAGONALLY OPPOSITE CORNERS. FIXTURE SUPPORT WIRES MAY BE SLIGHTLY LOOSE TO ALLOW THE FIXTURE TO SEAT IN THE GRID SYSTEM. ATTACH LIGHT FIXTURES TO THE SUSPENDED CEILING SYSTEM TO RESIST 100 PERCENT OF FIXTURE WEIGHT ACTING IN ANY DIRECTION. COMPLETE IN ACCORDANCE WITH APPLICABLE BUILDING CODE REQUIREMENTS. ELECTRICAL SYMBOLS LEGEND LIGHTING CONTROL GROUPS GENERAL LIGHTING NOTES (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) SYMBOL DESCRIPTION GROUP DESCRIPTION / INCANDESCENT OR HID FIXTURE A. THESE DRAWING ARE DIAGRAMMATIC IN NATURE AND (WALL MOUNTED/CEILING MOUNTED) PERIMETER, OFFICES, STAGING AREA, DOCK, VESTIBULE, AND INDICATE THE GENERAL EXTENT OF THE WORK. THE FLUORESCENT STRIP FIXTURE 1 RESTROOM LIGHTING, EXHAUST FANS ELECTRICAL CONTRACTOR SHALL PROVIDE ALL PULL o/® (HATCH DENOTES EMERGENCY BALLAST) BOXED, JUNCTION BOXES, AND INCIDENTAL MATERIAL 2 WORK LIGHTING AND LABOR FOR A COMPLETE AND FULLY FLUORESCENT FIXTURE, RECESSED FUNCTIONAL SYSTEM. 3 SALES LIGHTING., LAMP DISPLAY, AND CARD DISPLAY FLUORESCENT FIXTURE, ELECTRICAL CONTRACTOR SHALL DERATE NIGHT LIGHT 4 EXTERIOR LIGHTING B. EMERGENCY FIXTURE CONDUCTORS AS REQUIRED BY THE NEC WHEN �/ $ (WALL MOUNTED/CEILING MOUNTED) 5 SIGN LIGHTING GROUPED IN COMMON RACEWAYS. /® XTURE 6 PARKING LOT LIGHTING C. COORDINATE THE EXACT FIXTURE LOCATIONS WITH WALLMEXIT OUNTED/CEILING /FILING MOUNTED 7 CHRISTMAS TREE/ALPINE THE ARCHITECTURAL DRAWINGS. REMOTE HEAD EMERGENCY FIXTURE 8 SPARE D. ALL WIRES RUN BELOW GRADE, IN CONCRETE THAT SENSORSWITCH CMR PDT 9 2P OR IS IN DIRECT CONTACT WITH THE EARTH, OR OS APPROVED EQUAL. CONTROLS ALL MASONRY THAT IS IN DIRECT CONTACT WITH THE FIXTURES IN ROOM. EARTH SHALL BE WET LOCATION LISTED. $ SWITCH, SINGLE POLE, +44" UNO E. ALL CIRCUITS SHALL HAVE SEPARATE FULL SIZED NEUTRALS AND EQUIPMENT GROUND BACK TO THE $0 SENSORSWITCH WSD PDT OR APPROVED PANELBOARD, NOT SHARED WITH OTHER CIRCUITS. EQUAL. WALL SWITCH OCCUPANCY SENSOR 1p RECEPTACLE, DUPLEX, +18" UNO F. ALL LIGHTING CIRCUITS TO BE CIRCUITED TO PANELS P3 & P4, UNLESS NOTED OTHERWISE. ALL 1p RECEPTACLE, DUPLEX, +18" UNO HOMERUNS SHALL HAVE A MINIMUM WIRE SIZE OF ISOLATED GROUND #10 AWG CU. ® RECEPTACLE, DUPLEX FLUSH FLOOR G. ALL BACKROOM LIGHTING (OFFICES, STOCK ROOM, Q RECEPTACLE, E, DUPLEX FLUSH FLOOR RESTROOMS, FRAME ROOM, STORAGE) SHALL BE CLASSIFIED AS PERIMETER CIRCUIT FOR BAS. lq RECEPTACLE, DOUBLE DUPLEX, +18" UNO H. ALL PERIMETER SALES FLOOR LIGHTING SHALL BE nq RECEPTACLE, DOUBLE DUPLEX, +18" UNO INSTALLED AT 2'-0" (+/-4) OFF ADJACENT WALL ISOLATED GROUND TO MIDDLE OF LIGHT FIXTURE. REFER TO TYPICAL WALL WASH LIGHT FIXTURE DETAIL #5, SHEET E4.0. RECEPTACLE, SPECIAL, +16" UNO I. MAINTAIN THE CIRCUITING AS SHOWN. ALL ® POWER POLE LIGHTING SHALL BE CIRCUITED THROUGH BAS (EXCEPT EXIT SIGNS, EMERGENCY/EGRESS AND �_ CIRCUIT, EXPOSED NIGHT LIGHTS). J. CEILING SPACERS ON SURFACE MOUNTED STRIP CIRCUIT, CONCEALED LIGHTS SHALL INITIALLY BE PLACED APPROXIMATELY 2'-0" FROM END OF LIGHT FIXTURE AND 4'-0" ON CIRCUIT, BELOW GRADE OR FLOOR CENTER ALONG ROW FROM THERE. EVERY FIXTURE K SHALL HAVE 2 SPACERS INCLUDING 4'-0" STRIP HOMERUN CIRCUIT FIXTURES. ALL 4'-0" STRIP FIXTURES SHALL HAVE SPACERS LOCATED AT EACH END. REFER TO DETAIL �� LOW —VOLTAGE WIRING #12, SHEET E4.0. RECEPTACLE, PLUGMOULD K. REFER TO LIGHT FIXTURE SCHEDULE, SHEET E1, FOR CONTINUATION OF CIRCUIT FIXTURE MOUNTING REQUIREMENTS. (LOWERCASE LETTER INDICATES PART L. REFER TO LIGHTING CONTROL GROUPS, SHEET E1.0, JUNCTION BOX FOR LIGHTING CONTROL REQUIREMENTS. (WALL MOUNTED/CEILING MOUNTED 0j NON —FUSED DISCONNECT ` KEY ® KE I NOTES 01 FUSED DISCONNECT 0j COMBINATION STARTER DISCONNECT 2 1. INDICATED LUMINAIRE IS SWITCHED DURING DOOR BELL PUSH BUTTON NORMAL OPERATION. UPON LOSS OF POWER THIS FIXTURE SHALL BE ENERGIZED VIA ❑T DOOR BELL TRANSFORMER BATTERY BALLAST, CONNECT THE SWITCHED PORTION OF CIRCUIT TO THE AC BALLAST DOOR BUZZER FOR NORMAL OPERATION. EXTEND AN UN -SWITCHED PORTION OF THE SAME CIRCUIT TO THE FIXTURE FOR CONNECTION TO THE HL MECHANICAL EQUIPMENT, EMERGENCY BATTERY BALLAST. #X f ROOF TOP UNIT. 2. NL INDICATES NIGHT LIGHT FUNCTION AND THE LIGHT FIXTURE IS ENERGIZED 24/7. FLUSH MOUNTED ELECTRICAL PANEL PROVIDE ONLY UN -SWITCHED HOT AND NEUTRAL FROM SAME CIRCUIT SERVING SURFACE MOUNTED ELECTRICAL PANEL LIGHTING ROW FOR THIS FIXTURE, TYP. FIXTURE SHALL BE ENERGIZED BY BATTERY ® KEY NOT SYMBOL BALLAST DURING POWER OUTAGE. M MOTORS 3. NIGHT LIGHT 24/7 OPERATION CONNECT TO UN -SWITCHED PORTION OF GENERAL LIGHTING CIRCUIT SERVING THE AREA, TYP. X DETAIL REFERENCE XX X—DETAIL NUMBER 4. TWO HEAD EMERGENCY, AND EXIT LIGHT XX-SHEET NUMBER FIXTURE TO BE CONNECTED TO UN -SWITCHED PORTION OF GENERAL LIGHTING CIRCUIT <LIGHT SWITCH SUBSCRIPTS SERVING THE AREA, TYP. a, b, c LOWER CASE LETTERS INDICATE SWITCHING CONFIGURATION. 5. CHAIN MOUNTED AT 15'-0". 6. MOUNTED TIGHT TO STRUCTURE. KEYNOTES ADDED/REVISED TO ENTIRE PLAN FOR CLARIFICATION EACH SUBCONTRACTOR SHALL TURN IN A SET OF AS-BUILTS FOR THEIR WORK FOR THE SUPERINTENDENT TO TURN IN TO CONSTRUCTION DESIGN AND DEVELOPMENT DEPARTMENT. p+enb hitecture gineering 2809 Ajax Avenue Suite 100 Rogers, Arkansas 72758 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 w Wwo (W 0:01Ow �N<N�o w z'P2 zwr�w¢3 W� w �NU,M a50poo< as �oaa°w�c=izoa�� Q Ii�MyaQxW(w/7��a� ZO 3W W$�pow�iza�oa Z ffL a\O NOQV K�ZZ Q * w,I Fwx'OL f0O J aa=azw� ZF J� HV a ��MRR cow0a:�aZ��O° �w zw- ow,, ooc�ao} fn oa�Xfnw==zfrfra (n �D U0:0)M 0. 0- Wnd75 I>= I I fn 0 0 0I— w o J LL ::) LL O OJ mJ >= —J_;~ W :;; . MN .? 0 M I` wc�a T z i 0 0 ISSUE BLOCK / 9 \ 10.22.13 PLAN REV. #2 CHECKED BY: PN DRAWN BY: HS FILE NAME: E1.0 DOCUMENT DATE: 08-09-13 LIGHTING PLAN SHEET: E1.0 L 11111141 N I_'f 11 111 1 + II Y n 5.6 15.2 Y I i 5)—EELECTRICAL ROOM/MEZZANINE P0. 1/4 1�'"=11_011 I I M EZ-A 4 1 /4"=1' N C C a m- a� � I �T Q o� N N _ O N LLJ N � Cn Q U (n _N N C Q Q J N S` N � C � C � c 3 L 0 a� L m L N N 0 M `t Q 00 N N N N >' (O 0 o-0 � o zj Fy a LIGHTING PL p Q p MEZZANINE 112 P3- 2 GHTING PLAN,� � D�4 NL 2 0 GENERAL LIGHTING NOTES ELECTRICAL SYMBOLS LEGEND SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS SYMBOL DESCRIPTION Fo/INCANDESCENT OR HID FIXTURE A. THESE DRAWING ARE DIAGRAMMATIC IN NATURE AND (WALL MOUNTED/CEILING MOUNTED) INDICATE THE GENERAL EXTENT OF THE WORK. THE FLUORESCENT STRIP FIXTURE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL PULL o/® (HATCH DENOTES EMERGENCY BALLAST) BOXED, JUNCTION BOXES, AND INCIDENTAL MATERIAL AND LABOR FOR A COMPLETE AND FULLY FLUORESCENT FI XTU RE, RECESSED FUNCTIONAL SYSTEM. FLUORESCENT FIXTURE, B. ELECTRICAL CONTRACTOR SHALL DERATE NIGHT LIGHT CONDUCTORS AS REQUIRED BY THE NEC WHEN EMERGENCY FIXTURE GROUPED IN COMMON RACEWAYS. / (WALL MOUNTED/CEILING MOUNTED) EXIT FIXTURE C. COORDINATE THE EXACT FIXTURE LOCATIONS WITH ® (WALL MOUNTED/CEILING MOUNTED) THE ARCHITECTURAL DRAWINGS. REMOTE HEAD EMERGENCY FIXTURE D. ALL WIRES RUN BELOW GRADE, IN CONCRETE THAT SENSORSWITCH CMR PDT 9 2P OR IS IN DIRECT CONTACT WITH THE EARTH, OR OS APPROVED EQUAL. CONTROLS ALL MASONRY THAT IS IN DIRECT CONTACT WITH THE FIXTURES IN ROOM. EARTH SHALL BE WET LOCATION LISTED. SWITCH, SINGLE POLE, +44" UNO E. ALL CIRCUITS SHALL HAVE SEPARATE FULL SIZED SENSORSWITCH WSD PDT OR APPROVED NEUTRALS AND EQUIPMENT GROUND BACK TO THE $0 EQUAL. WALL SWITCH OCCUPANCY SENSOR PANELBOARD, NOT SHARED WITH OTHER CIRCUITS. F. ALL LIGHTING CIRCUITS TO BE CIRCUITED TO PANEL RECEPTACLE, DUPLEX, +18" UNO P3 & P4, UNLESS NOTED OTHERWISE. ALL RECEPTACLE, DUPLEX, +18" UNO HOMERUNS SHALL HAVE A MINIMUM WIRE SIZE OF ISOLATED GROUND #10 AWG CU. RECEPTACLE, DUPLEX FLUSH FLOOR G. ALL BACKROOM LIGHTING (OFFICES, STOCK ROOM, RECEPTACLE, CEISOLATEDACGROUNDLEX FLUSH FLOOR RESTROOMS, FRAME ROOM, STORAGE) SHALL BE CLASSIFIED AS PERIMETER CIRCUIT FOR BAS. RECEPTACLE, DOUBLE DUPLEX, +18" UNO H. ALL PERIMETER SALES FLOOR LIGHTING SHALL BE RECEPTACLE, INSTALLED AT 2'-0" (+/-4") OFF ADJACENT WALL ISOLATED GROUNDBLE DUPLEX, +18" UNO TO MIDDLE OF LIGHT FIXTURE. REFER TO TYPICAL WALL WASH LIGHT FIXTURE DETAIL #5, SHEET E4.0. RECEPTACLE, SPECIAL, +16" UNO. I. MAINTAIN THE CIRCUITING AS SHOWN. ALL ® POWER POLE LIGHTING SHALL BE CIRCUITED THROUGH BAS (EXCEPT EXIT SIGNS, EMERGENCY/EGRESS AND �_ CIRCUIT, EXPOSED NIGHT LIGHTS). J. CEILING SPACERS ON SURFACE MOUNTED STRIP CIRCUIT, CONCEALED LIGHTS SHALL INITIALLY BE PLACED APPROXIMATELY CIRCUIT, BELOW GRADE OR FLOOR 2'-0" FROM END OF LIGHT FIXTURE AND 4'-0" ON CENTER ALONG ROW FROM THERE. EVERY FIXTURE SHALL HAVE 2 SPACERS INCLUDING 4'-0" STRIP HOMERUN CIRCUIT FIXTURES. ALL 4'-0" STRIP FIXTURES SHALL HAVE �� LOW -VOLTAGE WIRING SPACERS LOCATED AT EACH END. REFER TO DETAIL #12, SHEET E4.0. 3 RECEPTACLE, PLUGMOULD K. REFER TO LIGHT FIXTURE SCHEDULE, SHEET E1, FOR CONTINUATION OF CIRCUIT FIXTURE MOUNTING REQUIREMENTS. (LOWERCASE LETTER INDICATES PART) L. REFER TO LIGHTING CONTROL GROUPS, SHEET E1.0, Oj JUNCTION BOX FOR LIGHTING CONTROL REQUIREMENTS. (WALL MOUNTED CEILING MOUNTED) NON —FUSED DISCONNECT a KEY NOTES 0j FUSED DISCONNECT COMBINATION STARER DISCONNECT 1. NIGHT LIGHT 24/7 OPERATION CONNECT TO DOOR BELL PUSH BUTTON UN -SWITCHED PORTION OF GENERAL LIGHTING lil CIRCUIT SERVING THE AREA, TYP. Ell DOOR BELL TRANSFORMER 2. TWO HEAD EMERGENCY, AND EXIT LIGHT FIXTURE TO BE CONNECTED TO UN -SWITCHED DOOR BUZZER PORTION OF GENERAL LIGHTING CIRCUIT 2 SERVING THE AREA, TYP. HL RTU MECHANICAL EQUIPMENT, #X ROOF TOP UNIT. 3. MOUNTED TIGHT TO STRUCTURE. = FLUSH MOUNTED ELECTRICAL PANEL KEYNOTES ADDED/REVISED TO ENTIRE PLAN FOR CLARIFICATION SURFACE MOUNTED ELECTRICAL PANEL 1 ® KEY NOT SYMBOL /L% Xy MOTORS I DETAIL REFERENCE F XX X—DETAIL NUMBER XX—SHEET NUMBER LIGHT SWITCH SUBSCRIPTS a, b, c LOWER. CASE LETTERS INDICATE SWITCHING CONFIGURATION. AN- 0 Y � SPRINKLER ROOM T P TOBEC FOR SE SWITCH FRAME ROOM AND EMPLOYEE LOUNIC 1 /4"=1'-0" A.3 1 INSTRUCTIONAL AREA LIGHTING PLAN 'po 2 i/4"=l 1-0)' - 1�' OQi I __0 2.4 O2 1.9 1.6 1 /4"=1'-O" i inuTi �' OL rem n • mi, EACH SUBCONTRACTOR SHALL TURN IN A SET OF AS-BUILTS FOR THEIR WORK FOR THE SUPERINTENDENT TO TURN IN TO CONSTRUCTION DESIGN AND DEVELOPMENT DEPARTMENT. p+enbz hitec1w ture gineering 2809 Ajax Avenue Suite 100 Rogers, Arkansas 72758 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 w wwo w X N�z� boa" -'moo D ow �'.0X— 70L." 3 w WBM as'0w�ag as Xoaaw6ffi-6 oairis LO allo}aoFZ��a�� to U —N M w aw . x zO 3W w$moowxa�a Z W o; -'o1� Q vrN�-co� oo�CO �wzwmowa=ww9-5ww'oNwnNa5)norzeooawwiN D U d7Ka.dWOdM rn Q 0 �— J O J LL�LL O�// mJ J >=LJ_ MLL a. MNFi M 0 O ISSUE BLOCK 10.22.13 PLAN REV. #2 CHECKED BY: PN DRAWN BY: HS FILE NAME: E1.1 DOCUMENT DATE: 08-09-13 ENLARGED LIGHTING PLAN SHEET: Ell 1 _1 _I I I _._ _ 11_ J_-1 1_ - 1 11 _ I 111 ! 1" 'I 11 " 171 111 111API'M1411111 V! r.,11 111 111111111-pj 91 11 yl 1!! ' III, 11 1111 ` ! I' I I ! P! _ L a� O 3 m o Q 7 "1 Q Q C Q a) N \ O N Cj N N O o > QQ) cn n Q w --jE o Un o L c -0 = co m C_ IL �Q N L� N � o 0 0 ," N N N � 0 0 o� �a zFy , I i s I i 4 +48", 6OA/3PH/NF 17 1+120" I I NEMA1 - 208V } � E € r r I UH #1 1 23 €! € MDP� I °1 E4.0 ° � I RECEIVING I (0 2 /) 2 r P °i (PART I AREA R2 ! 20FZ) I JP, N I TO R E1 h 1 i --_�.___®___-__ ®__ 5 LOSET GFI .----------� (35/3 MEZZ ABOVE E2 1 108 3 i 19 MDP1 13 I r +48", 60A/3 H/NF. 30A/3PH/NF Pi -as I ! NEMA1 208V NEMA1 - 208V �i 3OA/2P/NF NEMA 1, 208V it s $ �.° WH + 5 I € I�81_ I i11; I GFI (15/3) l!"i LA 'I+20Ali f� (30/2) 7 f GFI C 6 1 1 +5 +120" P I i 1 WOMENS r! i I- 14P/1) _ +2o g RESTR00 ALCOVE P1/STAGIN RESTROOM 16 9 105 106 104 HL ART b I AREA EXISTING ELECTRICAL TRANSFORMER P124 I I1 I I I ts+9 j - i ? 9 ( ;i i I i 7 i I J R 2 � l E �"F .e � .«.�'' _. .... «.�. �.m _... __'�".:,.' .,.e ,...__-,�.. ..« ®.a_� �. �� � - s.--�•.� _._3E --_ i' fi�..�..� .._ ..-...--'--.- - '- -.z Im.. _ ". 1°----------------------------------------�����/' I 1+9G ' 7 (701 3) E I I I I 1 R2 jl I I i I I I I RTU HL I 10 L _E l LL 6 21 + (60/3) 0 i 1 € I € J E I i i - w-- J 10 #10 2 (70/3) 1 HL i 7 #9 ------------------------------ (J-')+60" $ I c .I BOOM 1 22 R1 aU(40/3) I i 01 + 1,L r sE4.0 90 +10Jgo ------------ - r I i e SPRINKLER EMPLOYEE 1 ! LOUNGE 117 ' 107 i I gj I 1 �-------------- ---- ----------------------- , ..t R i 3 -`- -F51 I f-4 (60/3) . - - _ TU HL 11 #11 I 1 I 49 -22 i I E Lj i fi LL! I I 1 I L�,..... _-4- _.« 90" (60/3) ® I + El RTU 1 8 #8 _ f I I ; 1 . I j 10 r---3 �� �.�� y � ,? I E ! I I I " I I S I E � 9 $ I t , p9 1 _ - ._ _ _ - ._ .._ I « 1 I I ? G_. _ tb �_. R �.._S�_ 9 I J 13 - bi i !j l j..l�r � Lj L' � I ALES I $ I I $ w L--_ MEE/ [EEPI I I Q 2 T +95' t P2P2 d _ r - _ +90 _ i ❑2 _ 1 F7 [Etll 20 8 4 (60/3) TU JHL 7 #7 # I -j L I L I I � r (60/3) 25 r RTU HL I ; l 5 #5 $ L7J _ 1 , I I E ¢ +90" M I x € I L L I € 1 1 0I P2 I I 3 i 1 1 i 18 Lij �Q R1 - 2 7 $ (60/ 4_19 (60/3) 3) rjl�2 �,P2 IITYFHL RT 1 -- i � i I I_ L RTU I 4.0 1 i #3 3 $ E € I I € 1° 2 1 j Q l4 �4U. #4 � � � I 7,�2�„ -- �, ;-»> >, „ , >, 2 2- 8-0 2- 8 0 2- 10 8-0 2- I P 1 - 1 2' - „ 4,-- QF21 10 I I I € t I P IP1-- 1I I' 1 34� 32, 8'-0' 1 30 I I $ D' i I I i I i I II l ! I I I I 11 I 4 I [ I J (60/3) J s �€ i P5 g I 1 !(25r 2) 2 _ I . I# d i II IP2i I I P2� L P2 P ii 10 - - - 16 4 - P2 36 38 b - 12 6/E4.0 39 ( 35 H 37 P 1 21 (PART 41 # +12 2) J ALPINE DISPLAY -I - ALPINE ISPLAY ' !" I J 9 I J 9 4_ --� - - - - - - - ___ _ _� _ _ _ - w _. - ,. _ _. - - : �; ; J ` `� � ",� ' ` �, \j GFI `\ I€ + 5 .% >R ` 1 4'� - , y ...._ � J _INSTRUCTIONAL l 7/E4.G �7 7/E4.G P2 I MANAGERS a AREAS e jl VESTIBULE 11i d ' Low OFFICE l.r P2 P2 r 116 I P2 i, VOLTAG 110 ._ € I s I T_ ® "24 ® ° 26 A � I1 � �® CASH -- ---- �� l � LCOVE } 2 $ 6 11 I J J 9 J J Iii/ ®/ OFFICE 109_� - - -E2.1 1 RI if 3 € 30A 1 PH/NFS r I ; r 12 NEM 1 - 120V I O5.9 5.4 5.3 (5 ) 4.9 4.1 4 3.7 3.5 3.2 (3 ) 2.8 2.4 (2 ) POWER PLAN- 3/32"=V-0" 40 1 1 j 11 1 g 90 WN 3 V 4 MEZZ ABOVE E2.1 E2.1 H &M __0 WN E2.1 ._«. B.1 s B W� 4 GFI A. 5 A.3 ` I A.2 _ y € f 1 ' I I E fi ELECTRICAL SYMBOLS LEGEND (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) GENERAL POWER NOTES SYMBOL DESCRIPTION RECEPTACLE, DUPLEX, +18" UNO A. ALL BREAKERS ARE TO BE LABELED. PROVIDE TYPED PANEL DIRECTORIES FOR EACH 19 RECEPTACLE, DUPLEX, +18" UNO ISOLATED GROUND PANELBOARD. B. ROOF TOP UNIT DISCONNECT ARE PROVIDED ❑ RECEPTACLE, DUPLEX FLUSH FLOOR WITH EQUIPMENT. RECEPTACLE, DUPLEX FLUSH FLOOR 101 ISOLATED GROUND C. A 1" CONDUIT IS TO BE INSTALLED ON ALL 1w RECEPTACLE, DOUBLE DUPLEX, +18" UNO R.T.U,'S FOR THE PURPOSE OF ROUTING ALL COMMUNICATION AND LOW VOLTAGE WIRING. RECEPTACLE, DOUBLE DUPLEX, +18" UNO CONDUIT SHALL CONNECT FROM INSIDE THE ISOLATED GROUND ELECTRICAL COMPARTMENT OF R.T.U. Q RECEPTACLE, SPECIAL, +16" UND PENETRATING THE ROOF DECK AND TO EXTEND NO LESS THAN 18" BELOW THE ROOF DECK. ® POWER POLE CONDUIT ENDS SHALL HAVE A CONNECTOR AND BUSHING ON EACH END. CIRCUIT, EXPOSED D. ALL SENSOR, COMMUNICATION, (SECURITY AND CIRCUIT, CONCEALED FIRE AS NEEDED) CABLES SHALL BE PULLED THROUGH 1" CONDUIT INTO R.T.U. CABLES CIRCUIT, BELOW GRADE OR FLOOR ARE NOT TO BE STRETCHED, NICKED, OR CUT. CABLE IS TO BE ROLLED UP AND TAPED INSIDE OF UNIT. N�TR� HOMERUN CIRCUIT .ROUND MOT E. AS-BUILTS ARE TO BE COMPLETED AND -� LOW -VOLTAGE WIRING TURNED INTO THE HOBBY LOBBY SUPERINTENDENT AT COMPLETION OF JOB. RECEPTACLE, PLUGMOULD F. NO M.C. FLEX OR PLASTIC CONDUIT LONGER CONTINUATION OF CIRCUIT (LOWERCASE LETTER INDICATES PART) THAN 6 JUNCTION BOX O (WALL MOUNTED/CEILING MOUNTED) G. COMPLY WITH NFPA, STATE AND LOCAL BUILDING, AND/OR OTHER APPLICABLE CODES ❑p NON -FUSED DISCONNECT AND ORDINANCES. H. COORDINATE ALL WORK WITH OTHER 01 FUSED DISCONNECT CONTRACTORS TO SCHEDULE INSTALLATION AT �1 COMBINATION STARTER DISCONNECT THE PROPER TIME, IN THE AVAILABLE SPACE, AND ALLOWING FOR PROPER SERVICE ACCESS TO EQUIPMENT. I. COMPLY WITH NEC AND HAVE A MINIMUM SIZE DOOR BELL PUSH BUTTON DOOR BELL TRANSFORMER OF #12 AWG WIRING. PROVIDE COPPER © DOOR BUZZER CONDUCTORS WITH U.L. LABEL AND 600 VOLT INSULATION OF THHN (DRY LOCATIONS), THWN (WET LOCATIONS), AND THWN OR XHHN FOR HL RTU MECHANICAL EQUIPMENT, SERVICE ENTRANCE. #X ROOF TOP UNIT. = FLUSH MOUNTED ELECTRICAL PANEL ® KEY NOTES SURFACE MOUNTED ELECTRICAL PANEL ® KEY NOT SYMBOL 1. INSTALL J-BOX ABOVE CEILING FOR FUTURE MOTORS POWER POLE. OUTLINE IS OF FUTURE CHECK STANDS. E.C. SHALL ROUGH -IN ELECTRICAL FOR ADDITIONAL CHECK STANDS WITH 6'-C" X DETAIL REFERENCE WHIPS PROPERLY SECURED IN ACCESSIBLE XX X-DETAIL NUMBER CEILING SPACE. XX-SHEET NUMBER 2. INSTALL J-BOX FOR TELEPHONE AT 54" A.F.F. ABBREVIATIONS LEGEND ROUTE 12CONDUIT FROM ACCCESSIB E' CEIILING SPACE WITHOCONONECTOR (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) AND BUSHING AT EACH END. INSTALL SINGLE GANG PLASTER RING (NO RAISE). AFF ABOVE FINISHED FLOOR + AFF 3. INSTALL NEW 3" DOOR CHIME EDWARDS SIGNALING MODEL A744. INSTALL EDWARDS BAS T SYSTEM BUILDING AUTOMATION S S EM SIGNALING BUTTON MODEL 600/603 WITH MODEL 590 TRANSFORMER. VERIFY EXACT CF CEILING FAN MOUNTING HEIGHT OF BUZZER WITH JOB CRU COMPUTER ROOM UNIT (HVAC) SUPERINTENDENT. INSTALL APPROVED PUSH BUTTON COVER. CSR CURRENT SENSING RELAY EF EXHAUST FAN 4. ROUTE AIR HOSE FROM CEILING DOWN TO COUNTERTOP THRU POWER POLE. EWC ELECTRIC WATER COOLER 5. POWER POLES PROVIDED BY G.C. AND G GROUND INSTALLED BY E.C. MOUNT POWER POLES ON GFI GROUND FAULT CIRCUIT INTERRUPTER BOTH SIDES OF COUNTER. IG ISOLATED GROUND 6. CONNECT NEW ROOF MOUNTED EXHAUST FAN TO BAS. NEUT NEUTRAL NTS NOT TO SCALE 7. INSTALL TWO 2-1/8" FOUR SQUARE BOXES WITH SINGLE GANG PLASTER RINGS (5/8" RAISE) MOUNTED ONE ABOVE THE OTHER AND REF REFERENCE CONNECTED BY 3/4" CONDUIT FOR THERMOSTATS. ROUTE TWO 3/4" CONDUITS RP RELAY PANEL FROM TOP BOX TO ACCESSIBLE CEILING SPACE. INSTALL CONNECTORS AND BUSHINGS ON EACH TYP TYPICAL END OF CONDUITS. REF E4 DETAIL 14. UH UNIT HEATER 8. NOT USED. UNO UNLESS NOTED OTHERWISE 9. E.C. TO PROVIDE POWER TO NEW POWER WH WATER HEATER ASSIST SLIDING DOORS. VERIFY LOAD WITH DOOR PROVIDER. MOUNT ABOVE ACCESSIBLE WP WEATHER PROOF CEILING. 10. E.C. TO PROVIDE CONVENIENCE RECEPTACLES ON NEW RTU'S. CONNECT TO CIRCUITRY AS SHOWN. 11. NOT USED. 12. ONE J-BOX SHALL BE INSTALLED FOR TWO LETTERS OF SIGN. E.C. SHALL MAKE FINAL CONNECTION. VERIFY SIZE OF SIGN TO BE INSTALLED WITH HOBBY LOBBY. REFERENCE SIGN SCHEDULE FOR SIGN POWER REQUIREMENTS. CONNECT J-BOXES TO DISCONNECT. COORDINATE WIRING BETWEEN J-BOXES WITH SIGN COMPANY. CONNECT SIGN POWER TO BAS. VERIFY MOUNTING HEIGHT WITH ARCH ELEVATIONS. 13. NEW JUNCTION BOX IN ACCESSIBLE CEILING SPACE FOR FUTURE POWER POLE. 14. NOT USED. 15. NOT- USED. 16. NOT USED. 17. ONE 2 1/8" FOUR SQUARE BOX WITH S/G PLASTER RING (NO RAISE) SHALL BE MOUNTED FOR UNIT HEATER SENSORS. A 3/4" CONDUIT OUT OF THE TOP OF THE BOX IS TO BE EXTENDED NO LESS THAN 1 FOOT FROM THE DECK. CONDUIT END SHALL HAVE A CONNECTOR AND BUSHING ON EACH END. 18. VERIFY MOUNTING LOCATION WITH CONVEYOR SUPPLIER. p+enbz. hitecture gineering 2809 Ajax Avenue Suite 100 Rogers, Arkansas 72758 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 r ww0z W 3 L) ~Z F Q'nd0 L1 NZEF Owv)1=-wZ W o �0LW a0002� � da �HoaOpZWW lw=ZOQ�1- U Z L4.N�}QOFZg�Q0W20 N� �MwQ3Xtn Owp�Qr OQI`��"rn w �w �W�WO=��p�Z)wlwj�oa Q Z(nV1QrooVi �ww�� O ara=Z w H cZH cnZo o O �=O W L" LLI Z mO W ww W F~o¢ww oo3orazw�m LE (n H7)r-40U 0 V) d Z� a d w 0 d"5 m 0 Q W IX 0 J _1 �=)LL 0OC m J_ \�T 0-10 T Ur d M W LL M w �N0 ceD o Cr) ti z 3 0 ISSUE BLOCK A 10.22.13 PLAN REV. #2 CHECKED BY: PN DRAWN BY: HS FILE NAME: E2.0 DOCUMENT DATE: 08-09-13 POWER PLAN SHEET: E2, 0 _L_ 1 11 1 I _II I I I'I'YNI- I , N I !MIJI-ilptp i!I'IPI'PPIgINlllll 11111'IRI IIIR71 FII Nri IIIlit II"I I ]I 1 11111 1 1 i III, I H PANEL N (EXISTINI N c- c- 0 a � o In 0 IN � Q N � i N Cj N N o U) Q) aD o� >(0 Q U cn a) °' Cn� Q(D J E Q)CO Y U _C/) M a E- N r, N O 0 ' , 0 N N � N � O - on w-0 F— O- z j Fy PANEL P3 (EXISTING "P6", m r-KI A,Ar- r,JELECTRICAL CONTRACTOR TO DEMO EXISTING ELECTRICAL ROOM/MEZZANINE POWER PLAN 1 /4"=1'-0" ! P1 f 22 1 1 I � o I � 1 M EZZ 1/4 11 = i I — C)" NE POWER PL NOTES: 1. FOR SIGN DESIGN DETAILS; COLOR, SIZE, ILLUINATION, ETC. CONTACT LARRY HOSTETTER WITH HOBBY LOBBY AT (405) 745-1175 2. E.C. SHALL ROUGH IN POWER AND MAKE FINAL CONNECTION TO SIGN. 3. ALL BUILDING SIGN CIRCUITS SHALL HAVE A DEDICATED GROUND. 4. ALL TRANSFORMERS ARE 120V PRIMARY. 3 2 ©J +120" 1 1 1 1 i E I UH#311 ! j UH#4 I , 14 1 € (40/ 220 40/3) UH#5, UH#6 1 (40/3) P5 7 (40/3) ©n +120" Q Q Q FRAME ROOM AND EMPLOYEE LOUNGE POWER 1 /4"=1'—O" 5.4 5.3 �. _ su is s TV+90" i ii i 5 i INSTRUCTIONAL ARI 1 /4"=1'—O" P1 ►3 POWER PLAN-40 3 P1 L H f 37 M _ 0 2 1.9 1.6 I I II P1 10 E4 0 1 ,� ALC VE J 3 I ?; '4 a 9 E4.0 Ir W9 J P1 10 MANAGERS 1! i CASH I ; �' 3❑ OFFICE JI, 110 3 i1 I OFFICE �I I 3 I 111 QJ I 1 11 J I � j6 iH I 3 { J FRONT OFFICE POWER PLAN �o p+enb2 hitecture gineering 2809 Ajax Avenue Suite 100 Rogers, Arkansas 72758 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 w wwo fo D o ozXF ZW��=Q3i LJ o InLL�' Q� a�owo �Q ¢t5<WZWHZQBw a �_ o 00o 67 a z O LJU~—yo3ao�z��a?o=o N wa� LL [if O w�oww000 -zz< z QN Iv-u) wO �wU ra �wv o c> r c> �owomwoUJwWwZwm lnwmzI-L_'owU_003<or V) r_DNL)n0iaMXaawoas MQ 0 1 — WOf J ��_J JO LL 00J Cn J_ M LU J�o Q W T_ o I W �M N o 0 w t) ISSUE BLOCK Q09.20.13 PLAN REV.. #1 A 10.22.13 PLAN REV. #2 CHECKED BY: PN DRAWN BY: HS FILE NAME: E2.1 DOCUMENT DATE: 08-09-13 NO, L- ENLARGED POWER PLANS SHEET: E2.1 II I I ' _L __ -.—_L t 1 l I I, .11 .,I I, Yp 1 , %, 111 P! I 1 1 --- - -- - - ---- - - - I - -- --- -- - - - --- --- -- - - - —1.I ! I 1C__II III 1 1 C- V) a o s m � I � I N � Q N O N N I \ O N I j N O � O N LJ U) >i Q U U) N U1 O Q N J Q) C C- V) o, L � M N � r\ N O O r� ri ao N N N '-, N >� O O on LLJo Z PLUGMOLD INSTALLATION DETAIL. NOTE: ALL COMPONENTS ARE WIRE MOLD UNLESS NOTED OTHERWISE 2348 DEVICE BOX MOUNTED TO POWER POLE W/ NEMA BLANK COVER -\ PEGBOARD UPRITE ? PLUG MOLD WITH NEMA 5-15R 1.C. BUILT INTO PLUG MOLD. URE WITH NM2003 SUPPORTING TAL NOT ON PEGBOARD THEN CLIP. INSTALL (2) SUPPORT PLUG MOLD. PLUG MOLD OF FIXTURE. POWER POLE SUPPLIED AND BOOT BASE INSTALLED ON CENTER OF FIXTURE AS SHOWN. ARTIAL ISOMETRIC POWER POLE/ LUG MOLD DETAIL AT LAMP DISPLAY FIXTURE PEGBOARD SPLICER RAIL WIRE MOLD NM20GBA612 PLUG MOLD WITH NEMA 5-15R RECEPTACLES ON 12" O.C. BUILT INTO PLUG MOLD. INSTALL ON STORE FIXTURE WITH NM2003 SUPPORTING CLIPS. INSTALL ON METAL NOT ON PEGBOARD THEN INSTALL NM2006 COVER CLIP. INSTALL (2) SUPPORT CLIPS FOR EVERY 6' OF PLUG MOLD. PLUG MOLD SHALL EXTEND LENGTH OF FIXTURE. FIXTURE BASE REFER TO E1 FOR LENGTH OF PLUGM OLD REFER TO E1 FOR LENGTH OF FIXTURE p+enbz hitecture gineering 2809 Ajax Avenue Suite 100 Rogers, Arkansas 72758 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 w QW rLj M 0z O ON =w U- - ZWH zw0 F-=Z''� H � UJ o� ~N�w zw"Oooa CY a!s�oa�o�vwW'?oQx LLJ Z Q JW I-0� O O KOQ aOH-ZM�- D F-F- oumonw<;F< ''wOU=r a�oz� x O,a Z \oWaX U)0'e 3 U J O 0 D O w ( Z W W H Q L� W _ W O 0 W' f/jOW W W OO Z W Z a\D OIO � Z_(a a _ W (n -J Z Q JW' OWIn�OW >- WcnO 3 QJp (/� J K =W.Z-F zF- C5F-W O O P5 w O m W O W W W W z w m = F- NwazWooc�ao> U) F-DNUoUz)aZ)Ofaawoa� M Q Q 0 w0` —J0 J ��LL 00J J_ >E J= w<�� LL a W �M N0 c� o M 1` w w 0 ISSUE BLOCK 1 /9\ 1 10.22.131 PLAN REV. #2 1 CHECKED BY: PN DRAWN BY: HS FILE NAME: E3.0 DOCUMENT DATE: 08-09-13 io7Z31�3o,°ns.� ELECTRICAL DETAILS SHEET: E3.0 ROOF 1 L _ 1 __ L -1 1 I FI1 LII IIII 4111H I111 IIII11111111III 11111 H Illkll 1111 lull II ➢I d' II'I 'I I' 1 CONDUIT END SHALL HAVE A CONNECTOR L Q) c c Cn a =3 m_0 a"1 I N w r7 a O N N \ O M 4 N o-11 V) w� > Q U (n N Q Q J E c � � 3 i a =U) L m >, :2Q a Q) N N r� M p 0 00 N N L � T N 0-0 >1 o� F_o 15'-O" A.F.F. TYPICAL SUSPENDED 12 LIGHTING SUPPOR DETAIL NTS OIST BAR JOIST WITH ANGER. LIGHT FIXTURE (TYPICAL) NEW POWER POLES SUPPLIED BY G.C. AND INSTALLED BY ELECTRICAL CONTRACTOR. FRONT PHONE SIDE OF POWER POLE - L RECEPTACLE SIDE OF POWER POLE POWER POLE MUST BE INSTALLED SO BOTH PHONE AND POWER SIDE IS ACCESSIBLE. DO NOT All .. " ✓ �. Wil 0 Flo IL 0 ��. I � a �. • • • " � - �.; 41 ` � � � -ter - . • - . • - . • • - � . . z , AN84 1 � Oka 11111111 " .: - , i A; "s ELE $ TS Ol FURNISH AND INSTALL EMPTY TELEPHONE CONDUITS TO 5' OUTSIDE OF BUILDING. COORDINATE WITH CIVIL PLANS FOR CONTINUATION. (BY OTHERS) CTRICAL AT TELEPHONE RD (W/O C.P.I. PANELS) BAR JOIST—1 JOIST WITH PROPER I I I 1 HANGER. CHAIN ---'RUN CONTINUOUS UNI-STRUT ACROSS USE CHAIN TOP OF LIGHT HANGER FIXTURES TO KEEP PROVIDED. LIGHT FIXTURES PERMANENTLY IN A STRAIGHT LINE. 15-0" A.F.F. LIGHT FIXTUR 2'-0"77. FIELD VERIFY it PERIMETER LIGHTING ri LOCATION. +/- 4" TYPICAL WALL WASH L�IHT F IXTURE UETAIL � I NTS WALL BEHIND FURRING. NEW FIXTURE SHELF STANDARDS. EXACT PEGBOARD FURRING STRIP. LOCATIONS SHALL BE NM2003 CLIP COORDINATED WITH SHELVING FIXTURE INSTALLERS. 6'-O" PLUG STANDARD MOLD STRIP SEE ENLARGEMENT BELOW. 1'-6" I 3'-0" 1'-6" 4'-6' 3'-0" 14'-6" NEW PLUG 6'-0" MOLD 61-0„ 01 PLAN VIEW ELEVATION INSTALL WASHERS AS REQUIRED BETWEEN BACK OF -�--- ----- PLUG MOLD AND FACE OF PEGBOARD. FIELD VERIFY QUANTITY OF WASHERS REQUIRED. WASHERS ARE TO ADD STABILITY AT MID SPANS OF PLUG MOLD. DETACH FACE OF PLUG MOLD AND INSTALL SCREW W/ WASHER THROUGH PLUG MOLD BASE AND CLIP INTO PEGBOARD FURRING STRIP. REINSTALL PLUG MOLD FACE ONCE MOUNTED. 0' WIREMOLD MOUNTING DETAIL 4 NTS L. Q NEW J-BOX FOR PLUGMOLD POWER SUPPLY. (2) 120V CIRCUITS SHALL RUN THROUGH J-BOX. THIS SYSTEM SHALL BE RAN THROUGH BUILDING AUTOMATION SYSTEM. CEILING AND BUSHING ON EACH END. l (2) 3/4" CONDUIT COLUMN 3/4" CONDUIT I TWO (2 1 /8") FOUR SQUARE BOXES (ONE ABOVE THE OTHER CONNECTED BY 3/4" CONDUIT) WITH S/G PLASTER RING (5/8" RAISE) SHALL BE Q EQ. EQ. MOUNTED ON COLUMNS WITH THERMOSTATS. TWO 3/4" CONDUITS OUT OF THE TOP OF THE BOX 0 SHALL BE EXTENDED 6 INCHES ABOVE CEILING GRID a' T I I OR TO BE EXTENDED NO LESS THAN 1 FOOT FROM DECK IF EXPOSED STRUCTURE. CONDUIT END SHALL HAVE A CONNECTER AND BUSHING EACH END. THERMOSTAT SENSOR JUNCTION BOX MOUN NEW POWER POLE. 2 CAT 5 DATA CONNECTIONS. FRONT OF STORE FIXTURE. RECEPTACLE AT BASE OF NEW POWER POLE PLUG POWER STRIP TO CEPTACLE FOR POWER. TO POWER STRIP. TYPICAL AT EACH END Q \ rn N I \ CONTROL BOX + 12-1/2" x 12-1/2" 0 N REFRIGERANT LINES FIELD INSTALLED DISCONNECT MUST BE LOCATED IN THIS GENERAL AREA 00 0 R.T.U. CURB F LEFT SIDE VIEW OF ROOF TOP UNIT 1 - �z D�I SO�ON�NEC T MOUNTING AT R00 I NTS STANDARD DUPLEX RECEPTACLE AT 33 3/4" A.F.F. (TO CENTERLINE). 0 o REMOVE KNOCKOUT IN BACK OF 0 o 0 0 0 0 TIME CLOCK MOUNTING BASE. -� 000 00 NEW SINGLE GANG DATA BOX -�- 00 AT 33 3/4" A.F.F. (TO 000 000 0 0 CENTERLINE) MOUNTED RECESSED IN WALL. NEW CAT 5 CABLE SHALL BE RUN FROM DEMARC AND RAN DOWN WALL L- AND INTO BOX. TERMINATION Q OF CABLE AND INSTALLATION OF TIME CLOCK BY OTHERS. 0 mot- li M F TOP UNIT 7 11 /16" 1 5/8" SCREW MOUNTING HOLE. 00 I M O co 5 1 /200 d 8" '__1 � LL: 00 Q I� TIME CLOCK FINAL INSTALLATION DETAIL (� TIME CLOCK MOUNTING DETAIL 10 NTS v NTS NEW J-BOX FOR PLUGMOLD POWER SUPPLY. (3) 120V CIRCUITS SHALL RUN THROUGH J-BOX. THIS SYSTEM SHALL BE RAN THROUGH BUILDING AUTOMATION SYSTEM. � NEW PLUG MOLD SHALL BE INSTALLED ON NEW J (2) NEW J-BOXS FOR PLUG MOLD POWER SUPPLY. FIXTURE STANDARDS. PLUG MOLD SHALL BE -�-- CONDUIT IN WALL 1 SCREW THROUGH l PLUGMOLD INTO WALL. l 2348-2 JUNCTION BOX. L IL CONDUIT l IN WALL --� l SCREW 1 THROUGH PLUGMOLD INTO WALL. � TYP 2348-211 l NM2006 COVER CLIP JUNCTION TYPICAL U.N.O. BOX. J ® ® Ld Jim UwI (2) 120V CIRCUITS SHALL RUN THROUGH EACH CENTERED BEHIND CHRISTMAS TREE BASE. EACH J J-BOX. THIS SYSTEM SHALL BE RAN THROUGH -QJ ROW SHALL HAVE (2) 120V CIRCUITS (TOTAL OF 4) LIGHTING CONTACTOR PANEL. NEW FIXTURE SHELF STANDARDS. RACE WAY SHALL RUN UP 36'-0" - (3) 6' PIECES NM20 GBA612 EXACT LOCATIONS SHALL BE TO CEILING OR INTO JOIST COORDINATED WITH FIXTURE INSTALLERS. SPACE IN EXPOSED INSTALL #806 COVER AT JOINTS RACE WAY SHALL RUN UP TO CEILING OR INTO ----------- - JOIST SPACE IN EXPOSED 8006C RACEWAY a--- --------- J NM2347 2 - 4 NM2010B E4.0 LZ Q NM2347 ' Q qc- 00 NEW PLUGMOLD SHALL BE INSTALLED ON t- -0 2'-0" - (2) 6' PIECE WALL. MOUNT (1) RUN AT 4" A.F.F. ROW 18'-0" - (3) 6' PIECES NM2006 COVER CLIP a' SHALL HAVE (2) 120V CIRCUITS INSTALL SUPPORT CLIPS AS REQUIRED. NOTE: GLAZING MAY VARY OR MAY NOT BE INSTALLED. SEE SHEET Al FOR GLAZING LAY OUT. DETACH FACE OF PLUGMOLD AND INSTALL COORDINATE PLUGMOLD LOCATION WITH GLAZING. SEE SHEET E2 FOR PLUGMOLD LOCATION. SCREW W/ WASHER THROUGH PLUGMOLD BASE INTO WALL. REINSTALL PLUGMOLD FACE ONCE MOUNTED. (4) 1 /20 NEW POWER POLE DOWN TO FIXTURE. INSTALL POWER POLE IN VERY CENTER OF FIXTURE. POWER POLE SHALL BE SUPPLIED BY G.C. AND INSTALLED BY E.C. P� o� �o o o -5.� I NM2006 �5z> "b �o 0 NM2006 0 NM2003 TYPICAL o SIM. 11-E6.0 NM2006 NM2010B PLUGMOLD AT NM2010B PHON POWE 11 �i. NM2006 PLUG MOLD WITH DUPLEX RECEPTACLES AT 12" O.C. PLUG MOLD SHALL BE SURFACE MOUNTED ONTO FACE OF FIXTURE. PLUG MOLD SHALL BE SUPPLIED BY G.C. AND INSTALLED BY E.C. OR SHIFT INTO CORNER GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL. PROVIDE., 5' OF FLEXIBLE CONDUIT FROM ROUGH IN TO PROVIDE FLEXIBILITY IN MAKING FINAL CONNECTION ABOVE CEILING. ELECTRICAL CONTRACTOR SHALL MAKE FINAL CONNECTION. 2. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL POWER POLE WORK WITH HOBBY LOBBY PRIOR TO BEGINNING ROUGH INS. POWER POLE AT CHECK STAND NTS TYPICAL U.N.O. Q 0 �t ADJACENT FIXTURE. CHRISTMAS TREE BASE. Z ADJACENT I (SHOWN FOR REFERENCE ONLY) (SHOWN FOR REFERENCE ONLY) DO NOT CUT SHELVING STANDARDS FOR PLUG MOLD. PLUGMOLD AT ALPINE DISPLAY WALL WITH BUILDING AUTOMATION SYSTEM NTS ELECTRICAL CONTR/ SHALL FURNISH AN[ A NON -FUSED 60 i DISCONNECT ON SW OF DOOR. USE 480' AVAILABLE. 480V 3 PH. = 21 208V 3 PH. = 48 INSTALLATION SHALI WITH ALL LOCAL CC EXACT LOCATION OF BALER DISCONNECT SHALL BE LOCATED BY JACK JOHNSTON WITH HOBBY LOBBY AT (405) 745-1351. BALER ELECTRICAL DETAIL NTS HED R 2809 Ajax Avenue Suite 100 Rogers, Arkansas 72758 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 w Wwo gwUpwF- OwMw F<NZon NzxwF 0 NwFwzW4 o n _as-oX i0U-wd'- �oZv0d- R w�LLW wowpo '0}zo<z' b-a:1&<Sw" ZQL in cnwQ>- 3WWo�oo'�Wawoa pV)0�v��j�nQ1�0 0 awwzawl oo00 wo F= �'cEwafz�w in wna4,0 <5°:cwnwXwzXw< (n�K1U ov,07�adWOd� rn Q L LJ - JO Mj O 0J J_ MLLJ �= o M Cr)N ­4 c�\z 0 CY) 1� w w T z 0 ISSUE BLOCK 10.22.13 PLAN REV. #2 CHECKED BY: PN DRAWN BY: HS FILE NAME: E4.0 DOCUMENT DATE: 08-09-13 ELECTRICAL I DETAILS SHEET: E4, 0 __ I I I 11111FJ I � 1 - - - - - - I 111 .-II H I _. _ _ II 1 1 1 1 1 IL-1 I I JJ__ ___ I - - ry III z z Y cn z Q m� u Q I I �_ r2 > o Q N N N N �o o n a� o� > a> Q V) C/)/ C Q, a rr' aD w E z z V Z a Q� J r Q 5z CE M >' C_ �CL N CD N p �o Qo N NI N N 0-0 o� w -0 O z j Fy A WARNING PANELBOARD: MDP1 BUS AMPS: 2500A EQUIPMENT GROUND BUS MAIN SIZE/TYPE: 2500A M.C.B. SERVICE ENTRANCE RATED VOLTS/PHASE: 208Y/120V, 3PH, 4W SERVES: HOBBY LOBBY LOCATION: STAGING AREA MOUNTING: SURFACE CKT N0. DESCRIPTION VA/PHASE WIRE NO. SWITCH FRAME FUSE I P P FUSE SWITCH FRAME WIRE N0. VA/PHASE DESCRIPTION CKT NO. A B C A B C SPARE -- 30 -- 3 3 35 60 8 3,360 BALER NEW 1 ....................... .............. 3,360 2 3,360 PANEL P1 EXISTING -- 200 200 3 3 200 200 13,080 PANEL P2 EXISTING 3 13,080 4 12,200 PANEL P5 EXISTING 10, 206 -- 200 200 3 3 200 200 16, 421 PANEL P3 EXISTING 5 10,206 17,160 6 8,646 13,012 PANEL P4 EXISTING 9,576 -- 200 200 3 3 -- 200 SPARE 7 9,576 8 8,208 SPARE -- 400 -- 3 3 -- 400 SPARE 9 10 SPARE -- 200 -- 3 3 -- 200 SPARE 11 12 COMPACTOR NEW 3,360 8 100 35 3 3 -- 100 SPARE 13 3,360 14 3,360 SPARE -- 200 -- 3 3 -- 200 SPARE 15 16 SPARE -- 200 -- 3 3 -- 200 SPARE 17 18 SPARE -- 200 -- 3 3 -- 200 SPARE 19 20 PANEL R2 NEW 2-3/0 400 400 3 3 -- 400 SPARE 21 22 SPARE -- 400 -- 3 3 600 600 2-350 PANEL R1 NEW 23 24 SPARE -- 400 -- 3 -- 25 SUBTOTAL 123,1421 23,142 1 20,214 1 32,861 33,600 28,572 SUBTOTAL TOTAL PHASE A - VA 56,003 LOAD CONN. VA DF LOAD CONN. VA DF AMPS 467 COOLING 286,712 1.00 REFRIGERATION 1.00 TOTAL PHASE B - VA 56,742 HEATING 0 SIGN/DISPLAY 2,640 1.25 AMPS 473 LIGHTING 73,953 1.25 KITCHEN 1.00 TOTAL PHASE C - VA 48,786 RECEPTACLES 28,520 1.0/.5 EXISTING 1.00 AMPS 407 MOTORS 10,080 1.00 LARGE MOTOR 10,080 1,25 TOTAL DEMAND TOTAL PNLBD - VA 161,531 SUPP HEAT 1.00 SHOW WINDOW 1.25 520,999 VA AMPS 448 MISC EQUIP 1 96,606 1.00 LTG TRACK 1.00 1446 A ARC FLASH AND SHOCK HAZARD. APPROPRIATE PERSONAL PROTECTIVE EQUIPMENT (PPE) REQUIRED. NOTES: A. ALL SWITCHBOARDS AND PANELBOARDS SHALL HAVE A COMMERCIALLY PRODUCED PERMANENT LABEL APPLIED, SIMILAR TO THE ABOVE, TO WARN OF POTENTIAL ARC FLASH HAZARDS, IN ACCORDANCE WITH NEC 110.16 AND NFPA 70E. B. LABELING MAY BE COMPLETED BY EQUIPMENT MANUFACTURER, EQUIPMENT VENDOR/SUPPLIER, OR THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY THAT ALL SWITCHBOARDS AND PANELBOARDS ARE PROPERLY LABELED IN THE FIELD. I ARC FLASH DETAIL. NTS E050-002 UTILITY TRANSFORMER f208/120V, 30, 4W SEC I(EXISTING) e ALL FUSES TO BE REMOVED FROM SPARE SWITCHES AND TURNED OVER TO HOBBY LOBBY. PROVIDE MINIMUM #12AWG WIRE IN 1/2" CONDUIT WITH 2OAMP CIRCUIT BREAKERS, UNO PROVIDE HANDLE TIES BETWEEN CIRCUIT BREAKERS SHARING COMMON NEUTRAL FOR SIMULTANEOUS TRIP. FURNISH AND INSTALL PLASTIC NAMEPLATE WITH 3/4" MINIMUM, CONTRASTING COLOR ENGRAVED LETTERS AS SHOWN ON PANEL SCHEDULE FOR EACH PANELBOARD AND SWITCHBOARD. THE NAMEPLATE SHALL BE BOLTED OR POP -RIVETED TO EQUIPMENT. RELABEL EXISTING PANELS, ETC., AS SHOWN ON THE ELECTRICAL ONE -LINE DIAGRAM.. FURNISH AND INSTALL A TYPED CIRCUIT DIRECTORY IN EACH NEW PANELBOARD AND EACH EXISTING PANELBOARD AFFECTED BY CHANGES. VD VD VD VD VD VD VD PANELBOARD: R1 BUS AMPS: 600A (NEW)EQUIPMENT GROUND BUS MAIN SIZE/TYPE: M.L.O. VOLTS/PHASE: 208Y/12OV, 3PH, 4W 2 SERVES: HVAC 10K AIC RATING LOCATION: ELECTRICAL ROOM MOUNTING: SURFACE CKT NO. DESCRIPTION VA/PHASE WIRE NO. BKR AMP I P I P BKR AMP WIRE NO. VA/PHASE DESCRIPTION CKT IN0. A B C A B C4 1 HL #1 6,360 1 60 3 3 70 1 7,200 HL #6 2 4 6 3 6,360 7,200 5 6,360 7,200 7 HL #2 6,360 1 60 3 3 60 4 6,360 HL #7 8 10 12 g 6,360 6,360 11 6,360 6,360 13 HL #3 7,200 1 70 3 3 60 2 6,360 HL #8 14 16 V 18 15 7,200 6,360 17 7,200 6,360 19 HL #4 6,360 3 60 3 3 70 3 7,200 HL #9 20 22 V 24 21 6,360 7,200 23 6,360 7,200 25 HL #5 6,360 2 60 3 3 16,360 60 4 6,360 HL #10 26 28 30 27 6,360 6,360 29 6,360 31 SPACE 3 40 6 3,360 HL #14 32 34 V 36 33 SPACE 3,360 35 SPACE 3,360 37 SPACE SPACE 38 39 SPACE SPACE 40 41 SPACE SPACE 42 SUBTOTAL 32,640 32,640 32,640 36,840 36,840 36,840 SUBTOTAL TOTAL PHASE A - VA 69,480 LOAD CONN. VA DF LOAD CONN. VA DF AMPS 579 COOLING 08,440 1.00 REFRIGERATION 1.00 TOTAL PHASE B - VA 69,480 HEATING 0 SIGN/DISPLAY 1.25 AMPS 579 LIGHTING 1.25 KITCHEN 1.00 TOTAL PHASE C - VA 69,480 RECEPTACLES 1.0/.5 EXISTING 1.00 AMPS 579 MOTORS 1.00 LARGE MOTOR 1.25 TOTAL DEMAND TOTAL PNLBD - VA 208,440 SUPP HEAT 1.00 SHOW WINDOW 1.25 208,440 VA AMPS 579 MISC EQUIP 1.00 LTG TRACK 1.00 579 A "VD"- CONDUCTORS UPSIZED PER VOLTAGE DROP CALCULATIONS PANELBOARD: R2 BUS AMPS: 400A (NEW) EQUIPMENT GROUND BUS MAIN SIZE/TYPE: M.L.O. VOLTS/PHASE: 208Y/120V, 3PH, 4W 2 SERVES: HVAC (110KAI'C RATING LOCATION: ELECTRICAL ROOM MOUNTING: SURFACE CKT NO. DESCRIPTION VA/PHASE WIRE NO. BKR AMP P P BKRJ AMP WIRE NO. VA/PHASE DESCRIPTION CKT NO. A B C A B F C 1 HL #11 6,360 3 60 3 3 60 6 6,255 UNIT HEATER #1 2 3 6,360 6,255 4 5 6,360 6,255 6 7 HL #12 7, 200 4 70 3 3 60 6 6,255 UNIT HEATER #2 g A191 7,200 6,255 10 7,200 6,255 12 13 HL #13 6,360 6 60 3 3 40 6 4,323 UNIT HEATER #3 14 15 6,360 4,323 16 17 6,360 4,323 18 19 HL #15 7,696 6 40 2 3 40 6 4,323 UNIT HEATER #4 20 21 7,696 4,323 22 23 SPACE 4,323 24 25 SPACE SPACE 26 27 SPACE SPACE 28 29 SPACE SPACE 30 SUBTOTAL 27,616 27,616 19,920 21,156 21,156 21,156 SUBTOTAL TOTAL PHASE A - VA 48,772 1 IMISC LOAD CONN. VA DF 1 LOAD CONN. VA DF AMPS 406 COOLING 75,152 1.00 REFRIGERATION 1.00 TOTAL PHASE B - VA 48,772 HEATING 0 SIGN/DISPLAY 1.25 AMPS 406 LIGHTING 1.25 KITCHEN 1.00 TOTAL PHASE C - VA 41,076 RECEPTACLES 1.0/.5 EXISTING 1.00 AMPS 342 MOTORS 1.00 LARGE MOTOR 1.25 TOTAL DEMAND TOTAL PNLBD - VA 138,620 SUPP HEAT 1.00 SHOW WINDOW 1.25 138,620 VA AMPS 385 EQUIP 63,468 11.001 LTG TRACK 1 1.00 385 A "VD"- CONDUCTORS UPSIZED PER VOLTAGE DROP CALCULATIONS -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 2500A 3P MAIN CIRCUIT BREAKER MSWB(EX STING) I RISER DIAGRAM LEGEND I 2500 AMPS 208/120V 30 4W (EXISTING) NEW EQUIPMENT EXISTING EQUIPMENT 2500 ! (ETR) ) T T T 30AS 60AS 200AS 200AS 200AS 200AS 200AS % 200AS % 400AS `% 400AS 1200AS t% 200AS 100AS % 100AS 200AS % 200AS % 200AS % 200AS % 200AS % 200AS 400AS % 200AS % 200AS 600AS % 400AS ------- EQUIPMENT TO BE DEMOLISHED (ETR) (ETR) (ETR) (ETR) (ETR) (ETR) (ETR) ( (ETR) ( (ETR) ( (ETR) ( (ETR) ( (ETR) (ETR) ( (ETR) (ETR) ( (ETR) ( (ETR) ( (ETR) ( (ETR) ( (ETR) (ETR) ( (ETR) ( (ETR) (ETR) ( (ETR) ETR EXISTING TO REMAIN SPARE 35AF 200AF 200AF 200AF 200AF 200AF } SPARE + SPARE + SPARE + SPARE + SPARE 35AF + SPARE SPARE + SPARE + SPARE + SPARE } SPARE + SPARE 400AF } SPARE } SPARE 600AF + SPARE (NEW) (ETR) (ETR) (ETR) (ETR) (ETR) (NEW) (ETR) (ETR) NOTE: I I ALL OF THE ELECTRICAL DEVICES SHOWN ON THE RISER DIAGRAM ARE EXISTING AND ARE BASED UPON AS -BUILT DRAWINGS, E.C. SHALL VERIFY THE EXACT EXISTING CONDITIONS, SIZES AND 2 SETS OF 2"C EACH WITH 2 SETS OF 2-1/2"C EACH LOCATIONS OF EQUIPMENT PRIOR TO ROUGH -IN. 4 #3/0, 1 #3 GR CU. WITH 4 #350KCMIL, 1#1 GR CU. i THIS RISER IS SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ANY NEW DEVICES ARE SHOWN IN BOLD AND ARE NOTED. 3/4"C, 3 #8, EXISTING EXISTING EXISTING RENAMED RENAMED NEW NEW 1 #10 GR CU PNLBD PNLBD PNLBD PNLBD P6 PNLBD P7 PNLBD PNLBD P1 P2 P5 AS "P3" AS "P4" 3/4"C, 3 #8, R2 Rl 209/120V 208/120V 208/120V 208/120V 208/120V 1 #10 GR CU 208/120V 208/120V I I ELECTRICAL ROOM ONE -LINE DIAGRAM NTS I I I I BALER COMPACTOR I I I I LECEIVING - - - - - - WHEN REUSING EXISTING BRANCH CIRCUITRY. VERIFY SIZE, RATING, AND CONDITION OF EXISTING BRANCH CIRCUIT CONDUIT AND WIRE PRIOR TO USE TO ENSURE THAT THEY MEET REQUIRED SIZE AND ALL U.L. RATINGS AND REPLACE AS REQUIRED. D D D D D D VD VD 2809 Ajax Avenue Suite 100 Rogers, Arkansas 72758 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 w LW, Wo w OD Li =oZo C) rn w� 8 a -moo w0 -zwwr zwF�=Z� w O I�-fn Lwi.w i2'-,-aQ > O � � UJ --li� zWH�Z� Q a H~ O QJ 0 0� 2 z a N= a ozFelm 0 W H 3z z a QLL_ W J w K H O o O ��o �Q�w�r w` Z> aWQ W F}o �O �w_Jwo�oo �wao� caa z\Ow p�Uww z Z v)fAQppOH v) w" O Z Q �a�wo5 UwJr=rri''v-,o oO W�mW O� W WWZ LLJJM _ z xlz 0 w0a-<' �_wJL F- UJwooc�aor ~ � W O Q O w N w w w z w w< (n XZNL> non- :)WCLIL WOOL Q w 0 J `� J L.I_ 000 m J J_ 2 w<�� ry (D I W cM N o 0 I`. w I� 3 0 ISSUE BLOCK A 10.22.13 PLAN REV. #2 CHECKED BY: PN DRAWN BY: HS FILE NAME: E5.0 DOCUMENT DATE: 08-09-13 ELECTRICAL RISER AND SCHEDULES SHEET: E5, 0 CONTACTOR SCHEDULE CTR # PANEL CIRCUITS FUNCTION 1 P3 1,3,5,7 1 2 P3 9,11,13,15 1 3 P3 2,4,6,8 1 4 P3 10,12,14,16 1 5 P3 20,22 1 6 P2 33,35,37,39 1 7 P2 41,28,34 1 8 P1 8 1 9 P3 21,23,33,35 2 10 P3 28,30 2 11 P4 1,3,9,11 2 12 P4 21,23,10,12 2 13 P3 17,19,25,27 3 14 P3 29,31,37,39 3 15 P3 24,26,32,34 3 16 P4 5,7,13,15 3 17 P4 17,19,2,4 3 18 P4 6,8,14,16 3 19 P2 1,3,5,7 3 20 9, ,1 1 3 21 -- SPARE 3 SPARE 3 23 1 3 24 P3 18 4 25 P2 24,26 5 26 - - SPARE 5 27 - - SPARE 5 28 P2 2,4,6,8 7 29 P2 10,12,14,16 7 30 -- SPARE 7 LIGHTING CONTROL FUNCTIONS: 1. PERIMETER, OFFICES, STAGING AREA, DOCK, VESTIBULE, RESTROOM LIGHTING AND EXHAUST FANS 2. WORK LIGHTING 3. SALES LIGHTING, LAMP DISP, CARD DISP 4. EXTERIOR LIGHTING 5. SIGN LIGHTING 6. PARKING LOT LIGHTS 7. CHRISTMAS TREE/ALPINE GENERAL NOTES: A. ALL NEUTRAL SOURCES JUMPERED. B. CONTROL CIRCUIT VOLTS = 120 VAC C. CONTROL CIRCUIT FLA = 12A D. USE ON LY COPPER CONDUCTORS. E. TORQUE TERMINAL SCREWS TO 20 IN-LBS. PROVIDE MINIMUM #12AWG WIRE IN 1 /2" CONDUIT WITH 2OAMP CIRCUIT BREAKERS, UNO PROVIDE HANDLE TIES BETWEEN CIRCUIT BREAKERS SHARING COMMON NEUTRAL FOR SIMULTANEOUS TRIP. w z z_ i U) z Q J n" Q z e � m� Q Q) I o I �_ o N \ N N N U) o) w °' > Q) Q U) I- a C/) (D Q, J Q W' Q) W P z V cn z Q a J Q z U) E m >1 C_ �Q IL N CO r- N O - O I2 r-i O O N N T N � O 0 w -0 1_ 0 z C- LC VD VD VD VD VD VD VD VD VD VD VD VD VD VD PANELBOARD: P1 BUS AMPS: 225A (EXISTING) EQUIPMENT GROUND BUS MAIN SIZE/TYPE: M.L.O. 2 VOLTS/PHASE: 208Y/120V, 3PH, 4W SERVES: GENERAL POWER 1=AICRATING LOCATION: ELECTRICAL ROOM CKT N0. DESCRIPTION VA/PHASE WIRE NO. BKR AMP P P BKR AMP WIRE NO. VA/PHASE DESCRIPTION CKT N0. A B C A B C 1 PHONE BOARD RECEPTS 720 12 20 1 3 15 12 525 CONVEYER 2 3 INSTRUCT. AREA RECEPTS 900 8 20 1 525 4 5 INSTRUCT. AREA TV RECEPT 180 10 20 1 525 6 7 WATER HEATER 2,250 10 30 2 1 20 12 360 JANITOR EF 8 9 2,250 11 1 20 6 900 MANAGER'S OFFICE RECEPTS 10 11 EMPLOYEE LOUNGE RECPTS 720 10 20 1 1 20 8 720 CASH OFFICE 12 13 MICROWAVE 1,800 6 20 1 1 20 8 600 TIME CLOCK 14 15 COFFEE MAKER 1,800 6 20 1 1 20 10 720 RTU CONY RECEPTS 16 17 ELECTRIC WATER COOLERS 1,125 12 20 1 1 20 8 900 RTU CONY RECEPTS 18 19 STAGING RECPTS/BUZZER 970 12 20 1 1 20 6 1,080 RTU CONY RECEPTS 20 21 EXTERIOR RECEPTS 540 8 20 1 1 20 10 720 MEZZANINE RECEPTS 22 23 DOCK LIGHT/RECEIVING RECEPT 600 12 20 1 1 20 10 900 SALES AREA RECEPTS 24 25 MAT MACHINE RECEPT 1,040 10 20 2 1 20 8 900 SALES AREA RECEPTS 26 27 1,04D 1 20 6 960 - --SALES AREA RECEPTS / BUZZER 28 29 FRAME ROOM RECEPTS 900 8 20 1 1 20 6 1,200 CHECK STANDS - FUTURE 30 31 FRAME ROOM RECEPTS 8 20 1 1 20 6 1,200 CHECK STANDS 32 33 AIR COMPRESSOR 10 20 1 1 20 6 1,200 CHECK STANDS 34 35 FRAME ROOM POWER POLE 8 20 1 1 20 8 900 VENDING 36 37 INSTRUCTIONAL AREA WH 4 20 1 1 20 8 900 VENDING 38 39 EMPLOYEE LOUNGE WH ...... ........ 6 20 1 1 20 8 .. 900 ........... VENDING 40 41 ELEC ROOM RECEPTS 1 20 1 1 1 20 1 8 900 VENDING 42 SUBTOTAL 6,780 6,530 3,525 1 1 5,565 5,925 1 6,OT5_F SUBTOTAL TOTAL PHASE A - VA 12,345 LOAD CONN. VA DF JLTG LOAD CONN. VA DF AMPS 103 COOLING 1.00 REFRIGERATION 1.00 TOTAL PHASE B - VA 12,455 HEATING 0 SIGN/DISPLAY 1.25 AMPS 104 LIGHTING 1.25 KITCHEN 3,600 1.00 TOTAL PHASE C - VA 9,570 RECEPTACLES 15,130 1.0/.5 EXISTING 1.00 AMPS 80 MOTORS 3,060 1.00 LARGE MOTOR 1.25 TOTAL DEMAND TOTAL PNLBD - VA 34,370 SUPP HEAT 1. DO SHOW WINDOW 1.25 31,805 VA AMPS 95 MISC EQUIP 12,580 1.00 TRACK 1.00 88 A "VD"- CONDUCTORS UPSIZED PER VOLTAGE DROP CALCULATIONS "LO" - INSTALL LOCKING DEVICE (LOCK -ON FOR CRITICAL LOAD). VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD PANELBOARD: P3 BUS AMPS: 225A (EXISTING) EQUIPMENT GROUND BUS MAIN SIZE/TYPE: M.L.O. VOLTS/PHASE: 208Y/12OV, 3PH, 4W 2 SERVES: LIGHTING 1=AICRATING) LOCATION: GENERAL POWER CKT NO. DESCRIPTION VA/PHASE WIRE NO. I BKR AMP P lPlBKRl AMP WIRE N0. VA/PHASE DESCRIPTION CKT NO. A B C A B C 1 PERIMETER LIGHTING M 1 311 8 20 1 1 20 4 1 596 VESTIBULE LIGHTING 2 3 PERIMETER LIGHTING 1,368 6 20 1 1 20 4 1,254 CASH/MNGR OFFICE LIGHTING 4 5 PERIMETER LIGHTING 1,368 10 20 1 1 20 8 912 INSTRUCTIONAL LIGHTING 6 7 PERIMETER LIGHTING 1,368 6 20 1 1 20 8 1,026 FRAME RM LIGHTING 8 9 PERIMETER LIGHTING 1,368 6 20 1 1 20 8 1,026 FRAME RM LIGHTING 10 11 PERIMETER LIGHTING 1,140 6 20 1 1 1 1 20 10 684 EMPLOYEE LNGE LIGHTING 12 13 PERIMETER LIGHTING 1,368 6 20 1 1 20 10 860 RESTROOM LIGHTING 14 15 PERIMETER LIGHTING 1,430 4 20 1 1 20 10 1,252 RECEIVING LIGHTING 16 17 SALES LIGHTING 1 1,368 6 20 1 1 20 8 700 EXTERIOR LIGHTING 18 19 SALES LIGHTING 1 1,368 4 20 1 1 20 10 684 MEZZANINE LIGHTING 20 21 WORK LIGHTING 2 1,368 6 20 1 1 1 20 10 1,254 ELECTRICAL ROOM LIGHTING 22 23 WORK LIGHTING 2 1,368 4 20 1 1 20 6 1,368 SALES LIGHTING 7 24 25 SALES LIGHTING 3 1,368 6 20 1 1 20 4 1,368 SALES LIGHTING 7 26 27 SALES LIGHTING 3 - 1,368 4 20 1 1 20 6 1,368 WORK LIGHTING 8 28 ` 29 SALES LIGHTING 4 1,368 6 20 1 1 20 6 1,368 WORK LIGHTING 8 30 31 SALES LIGHTING 4 1,368 4 20 1 1 20 6 1,368 SALES LIGHTING 9 32 ` 33 WORK LIGHTING 5 " 1,368 6 20 1 1 20 6 1,368 SALES LIGHTING 9 34 35 WORK LIGHTING 5 1,368 4 20 1 1 20 SPARE 36 37 SALES LIGHTING 6 1,368 6 20 1 1 20 SPARE 38 39 SALES LIGHTING 6 1,368 4 20 1 1 20 SPARE 40 41 SPARE 20 1 1 20 SPARE 42 SUBTOTAL 9,519 9,638 7,980j 6,902 7,522 1 5,032 SUBTOTAL TOTAL PHASE A - VA 16,421 LOAD CONN. VA DF LOAD CONN. VA DF TOTAL DEMAND AMPS 137 COOLING 1.00 REFRIGERATION 1.00 TOTAL PHASE B - VA 17,160 HEATING 0 SIGN/DISPLAY 1.25 AMPS 143 LIGHTING 47,619 1.25 KITCHEN 1.00 TOTAL PHASE C - VA 13,012 RECEPTACLES 1.0/.5 EXISTING 1.00 AMPS 108 MOTORS 1.0 - LARGE MOTOR 1.25 TOTAL PNLBD - VA 46,593 SUPP HEAT 1.00 SHOW WINDOW 1.25 59,524 VA AMPS 129 MISC EQUIP 1.00 LTG TRACK 1 1.00 165 A VD"- CONDUCTORS UPSIZED PER VOLTAGE DROP CALCULATIONS /D /D /D /D /D /D /D /D /D /D /D /D /D /D /D /D ID VC VC VC VC VD VC VD VC VD VC VD VC VD VD VD VD VD { VD / VD VD VD VD VD VD VD VD VD VD JD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD PANELBOARD: P2 BUS AMPS: 225A (EXISTING) EQUIPMENT GROUND BUS MAIN SIZE/TYPE: M.L.O. VOLTS/PHASE: 208Y/12OV, 3PH, 4W 2 SERVES: GENERAL POWER 1=AICRATING LOCATION: ELECTRICAL ROOM CKT NO. DESCRIPTION VA/PHASE WIRE N0. BKR AMP P P BKR AMP WIRE NO. VA/PHASE DESCRIPTION CKT NO. A B C A B C 1 POWER POLE - LAMPS 1,600 6 20 1 1 20 6 1,200 CHRISTMAS TREE DISPLAY 2 3 POWER POLE - LAMPS 1,600 6 20 1 1 20 6 = 1,200 CHRISTMAS TREE DISPLAY 4 5 POWER POLE - LAMPS 1,600 6 20 1 1 20 6 1,200 CHRISTMAS TREE DISPLAY 6 7 POWER POLE - LAMPS 1,600 6 20 1 1 20 6 1,200 CHRISTMAS TREE DISPLAY 8 9 POWER POLE - LAMPS 1,600 6 20 1 1 20 6 1,200 ALPINE DISPLAY 10 11 POWER POLE - LAMPS 1,600 6 20 1 1 20 6 ......... 1,200 ALPINE DISPLAY 12 13 POWER POLE - LAMPS 1,600 - 6 20 1 1 20 6 1,200 ALPINE DISPLAY 14 - 0 1 1 20 6 1,200 ALPINE DISPLAY 16 17 SPARE 20 1 1 20 6 1,200 POWER POLE 18 19 SPARE 20 1 1 20 8 1,200 POWER POLE 20 21 SPARE 20 1 1 20 8 1,200 FRAME CTR POWER POLE 22 23 SPARE 20 1 1 20 4 1,440 SIGN POWER 24 25 SPARE 20 1 1 20 4 1,200 SIGN POWER 26 27 SPARE 20 1 1 20 10 360 VESTIBULE RECEPTACLE 28 29 SPARE 20 1 1 20 12 600 FIRE ALARM CTL PANEL 30 31 SPARE 20 1 1 20 12 600 SECURITY 32 3 D , 6 0 1 1 20 10 360 VESTIBULE RECEPTACLE 34 35 VESTIBULE PLUGMOLD 1,080 6 20 1 1 20 8 600 POWER ASSIST DOORS 36 37 VESTIBULE PLUGMOLD 1,080 6 20 1 1 20 8 600 POWER ASSIST DOORS 38 39 VESTIBULE PLUGMOLD 1,080 --::: 6 20 1 1 20 8 - ...... 600 - POWER ASSIST DOORS 40 41 VESTIBULE PLUGMOLD 1,080 6 20 1 1 20 8 600 POWER ASSIST DOORS 42 SUBTOTAL 5,880 6,960 5,360 1 7,200 6,120 1 6,840 1 SUBTOTAL TOTAL PHASE A - VA 13,080 LOAD CONN. VA DF LOAD CONN. VA DF AMPS 109 COOLING 1.00 REFRIGERATION 1.00 TOTAL PHASE B - VA 13,080 HEATING 0 SIGN/DISPLAY 2,640 1.25 AMPS 109 LIGHTING 1.25 KITCHEN 1.00 TOTAL PHASE C - VA 12,200 RECEPTACLES 28,520 1.0/.5 EXISTING 1.00 AMPS 102 MOTORS 1.00 LARGE MOTOR 1.25 TOTAL DEMAND TOTAL PNLBD - VA 38,360 SUPP HEAT 1.00 SHOW WINDOW 1.25 30,360 VA AMPS 106 MISC EQUIP 7,800 1.00 LTG TRACK 1.00 84 A "VD"- CONDUCTORS UPSIZED PER VOLTAGE DROP CALCULATIONS PANELBOARD: P4 BUS AMPS: 225A (EXISTING) EQUIPMENT GROUND BUS MAIN SIZE/TYPE: M.L.O. VOLTS/PHASE: 208Y/12OV, 3PH, 4W 2 SERVES: LIGHTING 1=AICRATING LOCATION: ELECTRICAL ROOM CKT NO. DESCRIPTION VA/PHASE WIRE N0. BKR AMP PIP BKR AMP WIRE N0. VA/PHASE DESCRIPTION CKT NO. A B C A B C 1 WORK LIGHTING 10 1,368 6 20 1 1 20 8 1,368 SALES LIGHTING 16 2 3 WORK LIGHTING 10 1,368 .<:... - 6 20 1 1 20 6 1,368 ..... SALES LIGHTING 16 4 5 SALES LIGHTING 11 1,368 6 20 1 1 20 8 1,368 SALES LIGHTING 17 6 7 SALES LIGHTING 11 1,368 6 20 1 1 20 6 1,368 SALES LIGHTING 17 8 ' 9 WORK LIGHTING 12 1,368 6 20 1 1 20 8 1,368 WORK LIGHTING 18 10 11 WORK LIGHTING 12 1,368 6 20 1 1 20 6 1,368 WORK LIGHTING 18 12 13 SALES LIGHTING 13 1,368 6 20 1 1 20 8 1,368 SALES LIGHTING 19 14 15 SALES LIGHTING 13 1,368 6 20 1 1 20 8 1,368 SALES LIGHTING 19 16 17 SALES LIGHTING 14 1,368 6 20 1 18 19 SALES LIGHTING 14 1,368 8 20 1 20 21 WORK LIGHTING 15 1,368 8 20 1 22 23 WORK LIGHTING 15 1,368 6 20 1 24 25 26 27 28 \ 29 30 31 32 33 34 \ 35 36 37 38 \ 39 40 \ 41 42 \ SUBTOTAL 5,472 1 5,472 1 5,472 1 4,104 1 4,104 1 2,736 1 SUBTOTAL TOTAL PHASE A - VA 9,576 LOAD CONN. VA DF ISHOW LOAD CONN. VA DF AMPS 80 COOLING 1.00 REFRIGERATION 1.00 TOTAL PHASE B - VA 9,576 HEATING 0 SIGN/DISPLAY 1.25 AMPS 80 LIGHTING 27,360 1.25 KITCHEN 1.00 TOTAL PHASE C - VA 8,208 RECEPTACLES 1.0/.5 EXISTING 1.00 AMPS 68 MOTORS 1.00 LARGE MOTOR 1.25 TOTAL DEMAND TOTAL PNLBD - VA 27,360 SUPP HEAT 1.00 WINDOW 1.25 34,200 VA AMPS 76 MISC EQUIP 1.00 LTG TRACK 1.00 95 A VD"- CONDUCTORS UPSIZED PER VOLTAGE DROP CALCULATIONS PANELBOARD: P5 BUS AMPS: 225A (EXISTING) EQUIPMENT GROUND BUS MAIN SIZE/TYPE: M.L.O. VOLTS/PHASE: 208Y/12OV, 3PH, 4W 2 SERVES: GENERAL POWER 1=AICRATING LOCATION: ELECTRICAL ROOM CKT NO. DESCRIPTION VA/PHASE WIRE BKR P P BKR AMP WIRE NO. VA/PHASE DESCRIPTION CKT IN 0. JAI B ICINO.IAMP A B C 1 UNIT HEATER #5 4,323 6 40 3 2 25 6 1,560 HP #1 2 3 4,323 1,560 4 5 4,323 1 20 SPARE 6 7 UNIT HEATER #6 4,323 6 40 3 1 20 SPARE 8 9 4,323 1 20 SPARE 10 11 4,323 1 20 SPARE 12 13 SPARE 20 1 3 70 SPARE 14 15 SPARE 20 1 16 17 SPARE 40 3 18 19 1 20 SPARE 20 21 1 20 SPARE 22 23 SPARE 20 1 1 20 SPARE 24 25 SPARE .. 70 3 1 20 SPARE 26 27 _ 1 20 SPARE 28 29 1 20 SPARE 30 31 SPARE 20 1 1 20 SPARE 32 33 SPARE 20 1 2 40 SPARE 34 35 SPARE 20 1 36 37 SPARE 20 1 3 20 - SPARE 38 39 SPARE 20 1 40 41 SPARE 20 1 F 42 SUBTOTAL 1 8,646 1 8,646 1 8,646 1 1,560 1 1,560 1 SUBTOTAL TOTAL PHASE A - VA 10,206 1 LOAD CONN. VA DF LOAD CONN. VA DF AMPS 85 COOLING 3,120 1.00 REFRIGERATION 1.00 TOTAL PHASE B - VA 10,206 HEATING 0 SIGN/DISPLAY 1.25 AMPS 85 LIGHTING 1.25 KITCHEN 1. DO TOTAL PHASE C - VA 8,646 RECEPTACLES 1.0/.5 EXISTING 1.00 AMPS 72 MOTORS 1.00 LARGE MOTOR 1.25 TOTAL DEMAND TOTAL PNLBD - VA 29,058 SUPP HEAT 1.00 SHOW WINDOW 1.25 29,058 VA AMPS 81 MISC EQUIP 25,938 1. DO LTG TRACK 1.00 81 A VD"- CONDUCTORS UPSIZED PER VOLTAGE DROP CALCULATIONS VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD VD Ll /D /D /D /D /D /D ID /D ID ID ID iD ID ID ID ID 'D 'D 'D 'D 'D 2809 Ajax Avenue Suite 100 Rogers, Arkansas 72758 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 w wwo Z WFOQ��Q CO o 0Z�F ZW0�=Z§ w 5; � a W o ��w� a -Uwe Q rod zwrez��w avow- <_ w� �Z4Qo�w�FzO� 0 w�orQQ���o z Q�-0w ow�n�w pwQr O Joo�wwwW�o� ZMNQ zW01-w0 wJNZ-Z Q < Jo`oU)X:Q--0w =�0Jw"�w0�Wvwz0mw waz-wLF-o,_oocao'r LLI HE a-DddW d'5Cf) N c) n Lo K n ISSUE BLOCK A 10.22.13 PLAN REV. #2 CHECKED BY: PN DRAWN BY: HS FILE NAME: E5.1 DOCUMENT DATE: 08-09-13 ELECTRICAL SCHEDULES SHEET: E5.1 I I 1 11 1 -- ---- 1L _ _.__. I _ I I I. 1 !L --_J1L_._ — I L I II Hu, I 1I J! ,p191? 11IINhIl E11 '1111ITAtli P1111411111 1_11 1 1 INII 1 - _ - _ _ _--— - -- _ - C- n Cn ._ N C- o N \ o N � N N O y) N N O � L11 cn >"I Q U C/? N N in Q N J F i N C W C- Cn a L c -0 0 / 0 C- M T C- �CL N N O O � r!j o N N L N T N � O O o� Ld 0 zC- Fy 6 5.8 5.6 5.2 5 4.6 4 I � 3 1 I 3 tt —ul jjI � I 1 I AUDIO FLOOR PLAN do 3/32 =1 —0 ti [OO �7 w 101 Lel A.5 A.3 A.2 REF. E7-1 I "Ilt ps � � e � MOUNT NEW THORN MEZZANINE JUST BELOW DECK. 112 1 MEZZANINE AUDIO PLAN -,,,A 3/32"=1'—O" ti ELECTRICA 3/32"=1'—O" L ROOM AU DIO PLAN- 2809 Ajax Avenue Suite 100 Rogers, Arkansas 72758 Phone: 479.636.3545 Fax: 479.636.1209 COA No26880 Engineer of Record Thomas E. Stalcup, P.E. 66998 ui H~ W L'Z V W 0 N z� roa-moo 00 W Z (r z 2 a � W w O� W o PnWW a- "C W a -I.L W > WO�J aQ~OQ�ONzffi=zQN= W �Z Q JW �1-00 WO a�oraoZm�a� to OWONQ} x O� O �wwWo=Oo��wW�o� Ua z\��yJ OC3— z z V11na00E--: WJ O z J QQ!OZWu)=WF- vjW v)O 0 0 w U m w O W U W W Z w m CL �w U)Waz k'<ow�oo5ao} 2In WO Q= W (n W wwz w w < Cl) rZ)hl0ocnaD0�aawoaM Q Lu 0 LL LL o0 m J_ ui = O M W a� w MN� 0I` co w z 3 a� 0 ISSUE BLOCK / 2 \ 10.22.13 PLAN REV. #2 CHECKED BY: HL DRAWN BY: HS FILE NAME: E7.0 DOCUMENT DATE: 08-09-13 AUDIO PLAN EET: E7,0:1 L c0 o� z� m= n Q N N ! N N � �0 o � N N N � O co (D N r� c- LL_I cf) Q U cn � Q Q) J E N U c C c- L y= Ln t t I TO POWER PANEL q at 3 TO RTU-14 4 ALARM FIELD FIRE VERIFY DEMARK LOCATIONS MDP L SENSOR SPRINKLER ROOM �... t q i•.+.,, �'"».n.k � �� `�` � t � ..»«.� ...« .. � t b �. � ! i m� i f � ffi.-^"" "� ^.'=�°„« S i5 � t � � IINSTRUCTIO�A�1L �I s ii 3 MANAGER'S i ja a 6 AREA �� .t 9 VESTIBULE I I! 3 CaASH OFFICE �i L , 103 , 16 1812 I z OFFICE 111 # i 110 t \TTM—P/ . a = a c ° n MOM l; I' t t § d a I • { } . � .� 6 h � c F2 4- AU TOM ATI ON FLOOR PLAR 1 3/32"=1'—O" TO TEMP SENSOR APPROVED CABLES FOR B.A.S. CABLE DESCRIPTION SUPPLIER H.L. S.K.U.# MANUFACTURER PART NUMBER BAS-22/2 shielded plenum comm#RWC—P221PLC—RAS (raspberry) HOBBY LOBBY 627950 CABLE PLUS 40— PO#786517, ETA 5/30 18/6 THERMOSTAT WIRE HOBBY LOBBY 888420 CABLE PLUS 4580PL-10RB Energy Mgmt-18/2 shielded plenum #RWC—P182CS—GN (green) HOBBY LOBBY 627968 CABLE PLUS 20— PO#786517, ETA 5/23 M.C.P. = MASTER CONTROL PANEL L.C.P. = LIGHTING CONTACTOR PANEL B.A.S. = BUILDING AUTOMATION SYSTEM PULL OAP CABLES INTO RTU ELECTRICAL CABINET AN 18/6 CABLE IS TO BE PULLED TO A J-BOX OUTSIDE THE HIGH VOLTAGE PANEL WHERE THE CT'S ARE INSTALLED. PULLED FROM POWER METER CT'S TO BAS PANEL. IDENTIFY + AND - FOR EACH PHASE. SEE BAS-2 s p+enb:2 htecture gineering 2809 Ajax Avenue Suite 100 Rogers, Arkansas 72758 Phone: 479.636.3545 Fax: 479.636.1209 w ~w =pZ N~z� a —moo Cn 0 LnOF Owt�t=-wz w o fif a�C~J i�a J w0 0 a¢ x_oasrow=z¢Of nwiw a w < z_�¢�_��wpKNOJMQ.Ow�QaZ�ga�(nQw?p0�w=aOO j-�N=O�owjw.0WQw Uw zn'w�OUKo�r� QUQp0wtwnOwD Z 3:< vM:W 00 i0>' LLJ W ZK� O J U Li. w U W U, Z Uw n- 00}21w— a�Owwti?§wm :OWE 12NwRRZX2¢¢ U) F-ONUDfndO. 11* M W � �Q ~ JO 00 J 00 >= J = W Q I M W a� MN C-2 0 Imo- w z 3 0 ISSUE BLOCK 10.22.13 PLAN REV. #2 CHECKED BY: DRAWN BY: FILE NAME: BAS DOCUMENT DATE: 08-09-13 z 0 L1 1 U z L� W LL W 0 LL f-- L L� L_L_I 0 z BUILDING AUTOMATION FLOOR PLAN BAS1.0i NOTE: O CABLE TO BE 22/2 PLENUM O CABLE TO BE 18/6 PLENUM O CABLES TO BE 18/2 AND 18/6 PLENUM O CABLE TO BE 18/2 PLENUM O CABLE TO BE CAT-5E BAS PANEL NOTES 1. ELECTRICIAN SHALL MOUNT BAS PANEL ON THE WALL. 2. ELECTRICIAN SHALL RUN A 2" CONDUIT FROM THE TOP LEFT SIDE OF PANEL TO THE RED IRON. PUT INSULATED BUSHINGS ON BOTH ENDS. 3. ELECTRICIAN SHALL SUPPLY INDEPENDENT 120VAC TO THE BAS PANEL AND TERMINATE. 4. RUN 1/2" CONDUIT OUT TO MDP. GENERAL NOTES: 1. PROVIDE 20 AMP, 120VAC BREAKER TO BAS. TERMINATE IN BAS PANEL. 2. ALL COMMUNICATION CABLES MUST BE LABELED AT EACH END WITH LABEL FOR THAT CABLE POWER METER NOTES: 1. PROVIDE 3 PHASE 15 AMP BREAKER AT THE SERVICE ENTRANCE AND TERMINATE ON THE METER. 2. ELECTRICIAN SHALL PROVIDE 1/2" CONDUIT FROM BAS PANEL TO CLASS 1/CLASS 2 J-BOX LOCATED AT MDP. ROOF TOP EQUIPMENT p+enb2 hitecture gineering 2809 Ajax Avenue Suite 100 Rogers, Arkansas 72758 Phone: 479.636.3545 Fax: 479.636.1209 w Wwo w HO r Z¢cf) 0~ Z 0 D U- �ZW zw��iz W o ��L� ¢20,,,.- ¢ > O J Q < ~ 0¢ K O W= Z¢ N w of dw �;iEQ¢JOwVIUOZ wi- O dU) QO�C5a- SO W O O= 0 0 5 w w OW OCL Z J OO wZ Z00<00-U) Z OOQ ¢Jn2WK wL�n0 U F-U rUa- Ld �o2wH UWed wwwWoW¢,oLJz§ELwm Uj ¢V)wZ LOLOoO>- _ U)WWWK�¢ UOa-5 fn 0 Q Q o w — JO _j LZ)LLI 00(/) J J � J= w< =o I M W w CM N .� o 0 I� w aA z 3 a� 0 ISSUE BLOCK 1 /2\ 110. 22.131 PLAN REV. #21 CHECKED BY: DRAWN BY: FILE NAME: BAS DOCUMENT DATE: 08-09-13 W C� w CL L Li LLJ LL_I LLJ cn ■ W O z BUILDING AUTOMATION SYSTEM SCHEMATIC SHEET: BAS2.0 RECEIVING N IFA A114 REA 7 If• Ill 1112 1 1 I 11 11 1 I 11 11 1 2 112 EXISTING 1" INSPECTOR'S 2(*Lii� 1 2 1 + L2 E) TEST AND DRAIN VALVE. 7 + UNIT HEATER MUST BE LOCATED MORE THAN 4 EXISTING PIPING/SPRINKLERS SPRINKLER DEFLECTOR. 7'-O" AWAY FROM SHALL REMAIN AS -IS. NO 6 co 5.6 5.2 `4 PO I (2-11 N (- I \ I I I 1 1 I-Z 0- 8 JL B 8 Cr - - - - - - - - - - 3 3 3 0 (29-5) - Source Information 1(3 0 100 Date of Flow Test Info 10/17/13 Location of flow test data: 7325 GALL BLVD 001-1 Source of flow test data CITY OF ZEPHYHILLS UTILITIES DEPT t cc) NEW WORK IN RECEIVING AREA. EXISTING 6" RISER. Source Data Points Pressure Flow SEE DETAIL ON . ...... .... 1 112 1 1 1 1 1 3 2 0) 1 112 112 112 65.00 (0 1 SHEET FP-2. SC3-2 + 55.00 1290.00 6 .9 IE) C', t 5?- f)" -7" (o AREA F G 6 -A t 0 0 0 STOCKROOM (27-6) 7U (3- 075 H I I I or if 1 1!4 L-U F We 12--n I N 0 L 1 112 1 T - .91 112 1 1 1 1 1 1 1 1 1 1 1 1 : 12 EXISTING 6" WATTS 709 1?4CCO7D, 1 4)11 ill I BACKFLOW ASSEMBLY. 112 12 11� 1 112 112 1 2 ------- (0- 1 2 7 (10- (0- 1 0- ELECTRICAL ........... . ... 1� T�l I 4 T6 lCtE3> 7 AIZMN 3' G DN 16�1 1 \,8 1 EXISTING MAIN PIPING AND 11 Y(4 I Tn I q � 11 144 ............. ... .. . . . ........... - ....... . .......... - - - ------- - -------- /. -L.- _v- MEZZANINE A ('1, 2L - - * - TO ZAN[ LEVE (2-0) OUTLETS SHALL REMAIN. I'a I ; INSTALL NEW BRANCHLINE U) PIPING AND SPRINKLERS. AREA WITHIN HATCH SHALL HAVE DROPS REMOVED, SPUN AND NEW UPRIGHTS ADDED ON 1x1/2" BUSHINGS. -1 `2 12 EC147 V 112 4& 12 0 112 4& 2 112 12 if 605 SOUTH MEZZANINE FLOOR PLAN 1A 12 12 112 11 1 2 L 2 1 1 12co sos _11 2 �_,1 �Lffi � �D r, I I N 3/32" V-0" 2,1 7 r- 577 1 n . . ..... 1 1 12 1 12 1 11 1 1, 1 1 711 1112 112 1 (78-0)* 7- (1 765- (lo-o' 75 10-1 1 1 10 8) t- 112 /A I I 111 11 rill 4-*- 0) \ J -4 NEW UPRIGHT SPRINKLER FRAME I ( - 3 (Lc- I I I I I 1 1 7 1 L I I I I I I I I I I I 1 1 �5,1 ON 1" SPRIG TO WITHIN PIPING AND (9-0) 81 0) 11 1 0) 57 li ALL NEW 4& - OF DECK. (TYP OF 17) 1 112 1 1 '1 2 1 1121 1 1121 1 112 1 1 112 1 12 12 533 11 j 1 11 - -21� I - - - - - - SPRINKLERS IN NEW 1 1 1 1121 _ 9 L e 2 _111 2 ROOM 00 7 7- 7- 7e7--7e-7 7 e- MT 532 MEZZANINE AREA. 152 1 0 < -l.1-1.L -119 -4 Ll t- 4.2 a-4 2. 1 1 1 2 W4- -,& �- -114 el.- 4 e..X.L I AREA WITHIN HATCH SHALL 11 61,--, 1 1112 111 1 V2 1121 IL, I Jlk 1,-, 1 112 1111 11 1 153 1 5 IMT I I I I I I I I I II I I I I I I I I I I I I I I 1 1 (12, HAVE DROPS REMOVED, SPUN, �7]9) • (8 0) 18-- ) •(8 0) • (E r I Ifto AND NEW UPRIGHTS ADDED I ON 1x1/2" BUSHINGS. 501 12 12 12 12 1 12 2L 12 1& --J 1 - L 2 -,& - T -1i L 91 2 J L -11.L 1-,& -L -11 L L 11�Ll- -I- ll�L L _L L I io 1 1 484 154 1 1 1 1 1 1 1 /1. 1 I I Ila 11-2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 V2 I I III 191 `('11 IT SOUTH MEZZANINE - RCP SPRINKLER OPEN TO ROOM ABOVE 1-1/2" MECHANICAL RJBMITTE& PLAN(S) HAVE BEEN REVIEWM OUTLET. MARSHAL'S OFFICE W/ut<vu 3Y ZEIPH H LS-FIRE MARSH Date: I EO6 6: EMPLOYE1 1 112 1 11 111A I llk 1 1 112 1, 111 1 1121 -1 11 I LOUNGE -V) 1 5 '13 1(9�10) 1- (1 - U- b: (8 0) 1107 * 1 1 48? 2 112 0) NORTH MEZZANINE -11.L 112 111 I 112 I I 11 -1 112 1 Ji 1 112 1 1 1 1 1 112 I_ 112 1, lu- 0 N �0­0) 8-b) l(lo-1) (10 1)1 (10 1 1 -1 -1) 104- 71 10-0-11 1 0-1) 10-19 li�l 0-0) kb 00 Tj 1 3/32" 1'-0"0" 0 11 462 1 1 1 1 I I 1 1 1 1 1 1 I 112 I CD 458 1(2- t 1 II 1 7 7 7 7- 7 E (44:D C4 4 053 _11 2L 21 2 1 1L 1_�- 112 1 112 11 -1 L IASA I 1, L'a, __j -jj -L - - A16 - L T­ 1 1 27 1 1 1 1 1 156 1 NEW YPRIGHTI SPRINKER 17' BE PLENU�M DUCTf 41 (T)IPI�AL OF 2) 052 21 II 112 1 2 2 2 2 2 1111 N e 399 �e -t +- t- 9 fill -rt M 157 II 400 (41:7> P, 13? 0 < ICDC36 62 051 1 12 EXISTING PIPING/SPRINKLERS 1.L 1- ­1114 2 2 1 12 2 L & 375 376 1 1 I 11 1 1 I z HALL REMAIN AS -IS. NO 158 h I I I I I I LLJ NEW WORK IN THIS AREA. 0 U ,,,112 (1-0) FLOOR PLAN 10%MM1111,111111.1i'm r-r% ~%r-Ll 'r^ 2 1.12 1 1 2 1 il 2 1 -1, 2 12 1 _-1, ill I ill 11 1 1 112 II 1 1 1 112 1 I05 , ,1211 1 < NORTH MEZZANINE - RCP 7 elli- 1 1 114 I I I I 1 3/32" = l'-O'$ 10 0 329 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . ............ ...................... ................................. - .. . ....... T -F-- 7- llL4 2 ll Ji . . . . . . ... . . ................ . . ............ . ..... .. .... ........ 11 24 - - ----- REMOVE (4) EXISTING 4---- 0-- e 4- 11�Ll- e 4 1'4 4- e --11 -4 2 1 44 124 4- �Ll- e 4 -Ll-L 4- e- 12 -4 GRVD ELBOWS AND REPLACE WITH (2) e ELBOWS. ADJUST RY 4" PIPING CLOSER TO WALL. I I I V110Z r I I I I I I I I e-% I I W 0 0 >1:mr EXIS G PIPIN/G//SPRINK S SrLL REMAIN AS -IS. 0 EW WORK' IN THIS REA. 9 T 112 ll 1 112 12 112 ll ll 1'2 1'2 II 1 Y DRY� DRY RY DR J.......... '\ .7 9 -0) K2-0) IS I STRUCTIONAL Ir 267 C2f 047 1 2 AREA 11 _ 112 11 112 112 112 112 112 112 112 112 11 _ 11 112 112 4.9 1 266 0 1 162 5.4 5.3 ALE C iC 4 4 4 5-0) 163 1244 1 112 ll 2L� 12 6 491-11 1.L 112 2 112 2Q -fie 111JL 24- 11-L 0I I I I I I I I I I I I I I I 1 I I I 1 I 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I FIRESPRINKLER SCOPEOF WORK 8 1 IN AREAS INDICATED BY HATCH PATTERN, I.F.P. SHALL REMOVE ALL 1 SCHED 40 DROPS, SPIN 227 1 1 1 045 PIPE AND REPLACE ALL EXISTING PENDENT SPRINKLERS WITH EQUIVALENT UPRIGHT SPRINKLERS ll 112 ()l 1 11 2L 2_1 112 111. L 2.2 2 1 A 2 J- + .9-11 ON 1x1/2" BUSHINGS. 10 761 I I I I I I I I..............................ILO I DA Name: 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2. I.F.P. SHALL SEAL ALL PENETRATIONS OF PIPING THRU NEW FIRE RATED WALLS/FLOORS AS rea., 1896S iFT. I I �2 INDICATED ON THESE PLANS. 2 1 2 I �D 1 4 1 3. I.F.P. SHALL REMOVE (14) EXISTING DRY PENDENT SPRINKLERS AND REPLACE WITH EQUIVALENT 2 1 11 112 1 1 11 1 112 1 L2 112 12 112 112 112 112 -17 DRY PENDENT SPRINKLERS, 8" LENGTH. 1 13 I I I I I I I 1 9 4. I.F.P. SHALL REMOVE (17) 1" SCHED 40 DROPS, SPIN PIPE AND REPLACE EXISTING PENDENT 0 SPRINKLERS WITH EQUIVALENT UPRIGHT SPRINKLERS ON A 1" SCHED 40 SPRIG SO THAT 9 168 / 12 1 178 DEFLECTOR IS LOCATED WITHIN 12" OF DECK. 2L 1 11 1-- 11 2_1- 112 L --iq - ii, i i -L 44LL 11 1 -L E). -L -Il 1- -11 -T eL e- 5. I.F.P. SHALL ADD (12) UPRIGHT SPRINKLERS BELOW NEW HVAC RETURN PLENUM OBSTRUCTIONS. 1 166 --ARMO ER NEW SPRINKER TO M I NTAIN 6RDINAR 0 HAZARD SPACING. 6. I.F.P. SHALL RAISE/RELOCATE 4" MAIN FEEDING LIQUOR STORE CLOSER TO WALL. j 2 -03 71 7. I.F.P. SHALL TEST AND CERTIFY EXISTING BACKFLOW PER 2007 NFPA 25 REQUIREMENTS. > 3 ll 1 V4 2 112 112 `2 112 112 112 1 e�- =� tom- 1 1'2 e an, - _ & L E) 5 1 22 0 014 09 1 1 1 /2 4 1 11 B.1 F - - - A 0- EXISTING PENDENT DRY 11 "RY (2-0 (3-- (2--0). jj 44 *f) D RY 1 112 1112 2 V2 112 ( 1�4 2 L1.2.j­ 112 12 112 112 -1 2 112 112 SPRINKLERS SHALL BE AREA WITHIN HATCH SHALL -- -4 7 -01 (0 I 1 1 2 I MT HAVE DROPS REMOVED, SPUN, 2 1 T REPLACED WITH NEW. ADDED o1s2 +- -2 -2- 0. -- - - - - - - - +1, ON 1x1/2" BUSHINGS. LO AND NEW UPRIGHTS (TYP OF 1 GRAPHIC SCALE ...... . ... ...... . .... . . .. . ............... . . . ......... 7 A.5 0 5'4" 10'8" 21'4" DRY DRY DRY DRY T 2i-O),, v2 I DRY 112 112 1 1112 112 112. 112 112 21 112 11 AR7�7� DRY 4- DRY ---- Iaj 12 2_ OP 2 ............... CID I STRUCTIONAL CASH MANAGER'S STIBULE SCALE: 3/32ET> V-0 AREA --a ON 6-1 OFFICE OFFICE 6 5.9 (9 5.3 (D 4.9 4.1 4 3.7 3.5 3.2 3 2.8 (B 111 2 1.9 EXISTING DRY PENDENT EXISTING PENDENT SPRINKLER Calculation results for Design Area 1 -GRID SPRINKLERS SHALL BE SHALL REMAIN IN HIGH GYPSUM This system as shown on INTERNATIONAL FIRE PROTECTION_ company print no FP-1 dated 10/23/13 REPLACED WITH NEW. CEILING. (TYPICAL OF 12) for HOBBY LOBBY at 7333 GALL BLVD (US 301) (TYPICAL OF 14) contract no is designed to discharge at a rate of 02 gpM/ft2 (L/min/ml) of floor area over a maximum area of 1596 ft2 when supplied with water at a rate of 424B gpm at 59.3 psi at the base of the riser. Design Area I Wet S stem Grid Demand Calculations using Hazen -Williams Method Occupancy Classification: O.H. Group 11 Design Area Density: 0.20 Additional Outside Hose: 250 Hose stream allowance of is included in the above. Occupancy classification: O.H. GROUP 11 Number of heads flowing: 15 Commodity classification: System Type: Wet OVERALLMaximum storage height: 2-01 Maximum velocity. 25.55 We Storage arrangement: FIREPROTECTION PLAN Flow from In -Rack sprinklers; 0 gpm Pressure Required at Sourco 59.3 psi 114 Row from Overhead sprinklers- 424.8 gpm Pressure Available at Source: 62 psi 3/32" = 1'-0" Row from Inside Hoses: 0 gpm Surplus Pressure at Source; 2.7 psi Row from Outside Hoses: 0 MM PIPE LENGTHS INDICATED WITHIN PARENTHESIS Other fixed flows: 0 MM Total flow in system piping 424.8 gpm -(9-0)" ARE CENTER -TO -CENTER LENGTHS. Additional flow at/beyond source: 250 gpm Total of all flows: 674.8 gpm EAST MEZZANINE -RCP Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFIPA codes and local ordinances. In the event that further examination or Site inspection reveals areas . of non-compliance, it shall be the contractor's sole responsibility, at their sole expense to bri those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance With all applicable NPPA Codes and local ordinances. EMPLOYE1 LOUNGE 107 CASH MANAGER'S OFFICE OFFICE 111 2 1.9 110 SPRINKLER HEAD LEGEND SYM QTY DESCRIPTION FINISH TEMP (7) RESPONSE TYPE K NPT SIN # MFG. MODEL# 0 234 EXISTING UPRIGHT BRASS 200 SIR 5.50 1/2" 1992 VIKING VK1 00 12 UPRIGHT BELOW DUCT BRASS 200 SIR 5.60 1/2- RA 162 UPRIGHT ON BUSHING BRASS 200 SR 5.60 1 2 RAl 325 RELIABLE Fl 56 @ 17 UPRIGHT ON 1" SPRIG BRASS 200 SIR 5.60 1/2" RAl 325 RELIABLE Fl 56 @) 54 RECESSED PENDENT CHROME 155 SIR 5.60 1/2- RA1314 RELIABLE F156 DRY 14 j8" LONG DRY PENDENT, CHROME 200 SR 5.60 1" RA5314 RELIABLE F3DRY 12 EXISTING PENDENT I CHROME_ 155 SIR 5.50 1/2- 1992 VIKING VK102 259 = NEW STANDARD RESPONSE SPRINKLERS. 505 = TOTAL STANDARD RESPONSE SPRINKLERS. FIRE PRoTEcnorr DRAWING INDEX FIRE PROTECTION PLANS FIRE PROTECTION DETAILS 01 PROJECT ENGINEER SIGN AND SEAL SHOP DRAWINGS PREPARED/ REVIEWED BY: H4 TCHER ENGiNEERiNG INC. FIRE PROTECTION ENGINEERING 0 LIFE SAFETY 3 A Qt Florida Cert. of Authorization #: 28929 No 59350 ,,y www.hatcherengineering.com @ e-mail: NIH@hGtcherengineering.com STATE OF :Z .oe 2108 W. Risk Street ZO R 10 Pldn t City, ,v, FL JJ56J P Tek (81J) 752-6900 1 24 Fax: (81J) 752-6911 NATHANIEL J. HATCHER, #59350 Ze 411 01 REVISIONS REV BY DATE DESCRIPTION INTERNATIONAL PLANT CITY, FL BIRMINGHAM, AL O MOBILE, AL • • FAYE17EALLE, AR * FIRE PROTECTION, INC. ATLANTA, GA NASHVILLE, TN • CHATTANOOGA, TN * • TIFTON, GA 0 JASON G. DEAN - LICENSE #2008000001201 0 "COMPLETE FIRE PROTECTION SERVICE" SAVANNAH,GA I LITTLE ROCK, AR • HOUSTON, TX 0 • MADISON, AL 0 1402 MERCANTILE COURT, PLANT CITY, FL. 33563 (813) 754-1383 FAX 813) 754-1638 HOBBY LOBBY Date: 10/23/13 Scale: AS SHOWN 7333 GALL BLVD (US 301) ZEPHYRHILLS, FLORIDA 33541 Job NO.: -0641 Drawn By: CONTRACTOR/OWNER: HOBBY LOBBY MBH Sheet No: FIRE PROTECTION PLANS FP-1 System No. C-AJ-1226 N T F Rating - 3 Hr QI T Rating - 0 Hr to L Rating At Ambient - Less Than 1 CFM/Sq Ft L Rating At 400 F - 4 CFM/Sq Ft i FA 3 4B 4B 2 .q q t i 4A 3 A SECTION A -A 1. Floor or Wall Assembly - Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 32 in. 2. Metallic Sleeve - (Optional) Nam 32 in. diam (or smaller) Schedule 40 (or heavier) steel sleeve cast or grouted into floor or wall assembly, flush with floor or wall surfaces or extending a max of 3 in. above floor or beyond both surfaces of wall. 2A. Sheet Metal Sleeve - (Optional) Max 6 in. diam, min 26 ga galv steel provided with a 26 ga gale steel square flange spot welded to the sleeve at approx mid -height, or flush with bottom of sleeve in floors, and sized to be a min of 2 in. larger than the sleeve diam. The sleeve is to be cast in place and may extend a max of 4 in. below the bottom of the deck and a max of 1 in. above the top surface of the concrete floor. 2B. Sheet Metal Sleeve - (Optional) - Max 12 in. diam, min 24 ga galv steel provided with a 24 ga galv steel square flange spot welded to the sleeve at approx mid -height, or flush with bottom of sleeve in floors, and sized to be a min of 2 in. larger than the sleeve diam. The sleeve is to be cast in place and may extend a max of 4 in. below the bottom of the deck and a max of 1 in. above the top surface of the concrete floor. 3. Through -Penetrant - One metallic pipe, tube or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space between penetrant and periphery of opening shall be min 0 in. (point contact) to max 1-7/8 in. Penetrant may be installed with continuous point contact. Penetrant to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic j penetrants may be used: A. Steel Pipe - Nom 30 in, diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 30 in. diam (or smaller) cast or ductile iron pipe. C. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. D. Copper Tubing - Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. E. Conduit - Nom 6 in. diam (or smaller) steel conduit. F. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing (EMT). 4. Firestop System - The firestop system shall consist of the following: A. Packing Material - Min 4 in. thickness of min 4 pcf mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from top surface of floor or sleeve or from both surfaces of wall or sleeve as required to accommodate the required thickness of fill material. B. Fill, Void or Cavity Material* - Sealant - Min 1/4 in. thickness of fill material applied within the annulus, flush with top surface of floor or sleeve or with both surfaces of wall or sleeve. At the point or continuous contact locations between penetrant and concrete or sleeve, a min 114 in. diam bead of fill material shall be applied at the concrete or sleeve/ pipe penetrant interface on the top surface of floor and on both surfaces of wall. E HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-One Sealant I *Bearing the UL Classification Mark pSS/p Reproduced by HILTI, Inc. Courtesy of vvi&�oc Underwriters Laboratories, Inc. Hilti Firestop Systems June 27,2007 C US UL/cUL SYSTEM NO. W-L-1054 METAL PIPE THROUGH 1-HR. OR 2-HR. GYPSUM WALL ASSEMBLY F-RATING =1-HR. OR 2-HR. T-RATING = 0-HR. L-RATING AT AMBIENT = LESS THAN 1 CFM/SQ. FT. L-RATING AT 400"F = 4 CFM/SQ. FT. FRONT VIEW A *--t A 1. GYPSUM WALL ASSEMBLY (UL/ULC CLASSIFIED U300 OR U400 SERIES) (1-HR. OR 2-HR. FIRE -RATING) (2-HR. SHOWN). 2. (NOT SHOWN). WOOD STUDS TO CONSIST OF NOMINAL 2" x 4" LUMBER. STEEL STUDS TO BE MINIMUM 2-1/2" WIDE. 3. PENETRATING ITEM TO BE ONE OF THE FOLLOWING: A. MAXIMUM 30" DIAMETER STEEL PIPE (SCHEDULE 10 OR HEAVIER). B. MAXIMUM 30" DIAMETER CAST IRON PIPE. C. MAXIMUM 6" NOMINAL DIAMETER COPPER PIPE. D. MAXIMUM 6" NOMINAL DIAMETER STEEL CONDUIT. E. MAXIMUM 4" NOMINAL DIAMETER EMT. 4. MINIMUM 5/8" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. 5. MINIMUM 1/2" BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT AT POINT OF CONTACT. NOTES: 1. MAXIMUM DIAMETER OF OPENING: A. 32-1/4" FOR STEEL STUD WALLS. B.14-1/2" FOR WOOD STUD WALLS. 2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 2-1/4". 3. PIPE MAY BE INSTALLED WITH CONTINUOUS POINT OF CONTACT. 4. PIPE MAY BE INSTALLED AT AN ANGLE NOT GREATER THAN 450 FROM PERPENDICULAR. ""GV` 1 of 1 Drawing No. ErL:�111==D=0 HILTI, Inc. Scale 7/32" =1" WL Tulsa, Oklahoma USA (918) 252-6000 FIRESTOP SYSTEMS Date Nov. 6, 2002 1054q Saving Lives through Innovation and Education FIRE SPRINKLER GENERAL NOTES AND SPECIFICATIONS 1. GENERAL PROJECT SCOPE: THE PROJECT INVOLVES THE RETROFIT (1) WET FIRE SPRINKLER SYSTEM TO PROTECT A NEW HOBBY LOBBY STORE. ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2O10 FLORIDA FIRE PREVENTION CODE, 2007 NFPA 13, AND CITY OF ZEPHYRHILLS REQUIREMENTS. THE AREAS PROTECTED PER RISER ARE: SYSTEM #1 - HOBBY LOBBY 6" RISER: APPROX. 45,658 SQ.FT. SYSTEM #2 - EXISTING TENANT 4" RISER: APPROX. 1876 SQ.FT. 2. ALL PIPE LENGTHS INDICATED ON PLANS ARE CENTER -TO -CENTER LENGTHS. 3. ALL HANGERS TO BE IN ACCORDANCE WITH 2O07 NFPA-13 AND HANGER SUPPORT DETAILS ON THIS SHEET. 4. ALL PIPING AND APPURTENANCES TO BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH 2O07 NFPA-13. 5. NO NEW UNDERGROUND WORK IN THIS PROJECT. 6. THIS AREA IS NOT KNOWN TO HAVE PROBLEMS WITH MICROBIAL INDUCED CORROSION. NO PREVENTATIVE MEASURES HAVE BEEN DESIGNED INTO THIS SYSTEM. 7. MATERIALS: A. ALL FIRE PROTECTION EQUIPMENT AND MATERIALS SHALL BE U.L. LISTED. B. ALL THREADED FITTINGS ARE TO BE CLASS 125 CAST IRON OR CLASS 150 MALLEABLE IRON. C. GROOVED FITTINGS ARE TO BE UL LISTED AND IN ACCORDANCE WITH THE 2007 NFPA 13. D. 1" THRU 2" THREADED PIPING SHALL BE SCHED 40. E. 1-1/2" THRU 4" GROOVED PIPING SHALL BE SCHEDULE 10. THERE SHALL BE NO WELDING PERFORMED IN THE FIELD. MECHANICAL TEES WITH THREADED OR GROOVED OUTLETS SHALL BE USED TO CONNECT SMALLER PIPE TO LARGER PIPE. GROOVED OR THREADED TEES SHALL BE USED TO CONNECT SIMILAR SIZED PIPE. 8. REFLECTED CEILING PLANS AND ARE PROVIDED AS A BASIS FOR THE FIRE SPRINKLER SYSTEM INSTALLATION. NEW PIPING INSTALLATION SHALL BE COORDINATED WITH OTHER TRADES. 9. I.F.P. SHALL MAINTAIN AN "AS -BUILT" SET OF PLANS AT THE JOBSITE AND PROVIDE A SPARE SPRINKLER CABINET WITH SPARE SPRINKLERS, ESCUTCHEONS AND WRENCHES TO OWNER AS PART OF THE CLOSE-OUT DOCUMENT PACKAGE. 10. ALL PENETRATIONS THRU RATED WALLS/FLOORS SHALL BE FIRE STOPPED/WATERPROOFED TO MATCH THE RATING OF THE WALL/FLOOR. 11. THE SIAMESE FIRE DEPARTMENT CONNECTION FOR THIS SYSTEM IS LOCATED ON THE WALL ON THE OUTSIDE OF THE RISER ROOM. ABBREVIATIONS ACT ACOUSTIC CEILING TILE A ABOVE FINISHED FLOOR. AFG ABOVE FINISHED GRADE. CLG CEILING DI DUCTILE IRON FACP FIRE ALARM CONTROL PANEL FDC FIRE DEPARTMENT CONNECTION FLGD FLANGED FXG FLANGED END x GROOVED END OF PIPE. GxG BOTH ENDS OF PIPE GROOVED. GALV GALVANIZED GPM GALLONS PER MINUTE GRVD GROOVED MT MECHANICAL TEE OH GRP ORDINARY HAZARD GROUP OS&Y OUTSIDE SCREW & YOKE PSI POUNDS PER SQUARE INCH RCP REFLECTED CEILING PLAN SCHED SCHEDULE (TYP OF PIPE) SQFT SQUARE FEET TOS TOP OF STEEL U/G UNDERGROUND UON UNLESS OTHERWISE NOTED INTERNAL DIAMETER UNDERGROUND PIPING HANG TO TOP OF OPEN BRANCH LINE 6" DUCTILE IRON ACTUAL I.D. = 6.65 WEB STEEL BAR JOIST. TEE OR 90' ELL 6" PVC, DR14 ACTUAL I.D. = 5.91 - -h 8" DUCTILE IRON ACTUAL I.D. = 8.80 3/8" ZINC PLATED ALL 8" PVC, DR14 ACTUAL I.D. = 7.76 - THREAD ROD. ow 10" PVC, DR14 ACTUAL I.D. = 9.51 QC J - 12" PVC, DR14 ACTUAL I.D. = 11.31 SWIVEL HANGER RING. HANGER DETAIL - JOIST ,z SEE HEAD SCHEDULE FOR FIRE SPRINKLER FINISH AND HEAD TYPE TYPICAL RECESSED PENDENT INTERNAL DIAMETER SCHED 40 PIPING . . . ............... 067 . ,. EXISTING 6" RISER SERVING-:: 8" ACTUAL 1. D. = 7.981 HOBBY LOBBY TENANT. REMOVE EXISTING 4" GRVI CHECK VALVE, 4" GRVD FILLER PIECE AND INSTALI (2) NEW 4" GRVD CAPS. EXISTING 4" GRVD CHECK VALVE FROM FDC PIPING SHALL REMAIN TO FEED MANIFOLD PIPING. EXISTING 6" GRVD BFLY. VALVE WITH TAMPER SWITC SHALL REMAIN. EXISTING RISER DETAIL NOT TO SCALE EXISTING 4" GRVD BFLY. VALVE WITH TAMPER SWITCH SHALL REMAIN. HANG TO TOP OF I -BEAM 3/8" ZINC PLATED ALL THREAD ROD. INTERNAL DIAMETER SCHED 10 PIPING 1-1/2" ACTUAL I.D. = 1.682 4" ACTUAL I.D. = 4.260 SWIVEL HANGER RING. 6" ACTUAL I.D. = 6.357 8" ACTUAL I.D. = 8.249 ■ _ ■11 A ll NOT TO SCALE IMPORTANT In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler areas and in enclosures for dry pipe, deluge, and other types of valves controlling water supplies to sprinkler systems. This drawing and the information and design application herein contained is the property of International Fire Protection, Inc. and is loaned upon the express conditions that the some be returned to I.F.P. upon request; all information herein con- tained shall be treated as secret and confidential; no repro- duction of this drawing or any part thereof shall be made without the written consent of I.F.P. PROJECT ENGINEER SIGN AND SEAL SHOP DRAWINGS PREPARED/REVIEWED BY: \o HIAS TCHER ENGINEERING INC. \ FIRE PROTECTION ENGINEERING o ®11'1§ 151 !, z wrC'y' Ski Mo 59350 �1r Florida Cert. of Authorization #: 28929 ' STATE OF % www.hatcherengineering.com e-mail: NJH©hatcherengineering.com �fit®Rvo 2108 W. Risk Street Plant City, FL 33563 PLOT: Tel.• (813) 752-6900 10\24\13 Fox: (813) 752-6911 NATHANIEL J. HATCHER, #59350 REVISIONS REV BY DATE DESCRIPTION INTERNATIONAL PLANT CITY, FL BIRMINGHAM, AL O MOBILE, AL • • FAYETTEVILLE, AR • FIRE PROTECTION, INC. ATLANTA, GA • CHATTANOOGA, TN • NASHVILLE, TN • TIFTON, GA • ® JASON G. DEAN - LICENSE #20080000012010 "COMPLETE FIRE PROTECTION SERVICE" SAVANNAH,GA I LITTLE ROCK, AR • HOUSTON, TX • • MADISON, AL • 1402 MERCANTILE COURT, PLANT CITY, FL. 33563 813 754-1383 FAX 813 754-1638 HOBBY LOBBY Date: 10�23�13 Scale: AS SHOWN 7333 GALL BLVD (US 301) ZEPHYRHILLS, FLORIDA 33541 Job No.: 2013-0641 Drawn By: CONTRACTOR/OWNER: HOBBY LOBBY MBH Sheet No: FIRE PROTECTION DETAILS FP- 2 CD N An cc a v M N s N M N O O Q 3 a 0 ^I 0 N LO v 0 O2 0 N Lo v 0 0 co O Z a FIRE ALARM PLAN SCALE: 3/32" = l'-0" APPLICABLECODESCODES ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES AND REFERENCED DESIGN STANDARDS. 2010 FLORIDA BUILDING CODE 2010 FLORIDA FIRE PREVENTION CODE 2010 FLORIDA MECHANICAL CODE 2011 NATIONAL ELECTRICAL CODE 2007 EDITION NFPA 72 NATIONAL FIRE ALARM CODE 2009 EDITION NFPA 101 LIFE SAFETY CODE CONFLICTS BETWEEN THE REFERENCE NFPA STANDARDS, FEDERAL OR STATE CODES, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF FIRE PROTECTION ENGINEER (CCI) FOR RESOLUTION. WIRING LEGEND CONDUCTOR TYPE: D =18/4 FPLP SHIELDED E =18/2 TP FPLP F =14/2 TP FPLP G = AS REQ'D BY MANF. H =18/2 WET LOCATION J =14/2 WET LOCATION CONDUCTOR TYPE CIRCUIT DESIGNATION F(AV01) 'L CIRCUIT NUMBER CIRCUIT DESIGNATION: AN = ANNUNCIATOR KEYPAD CIRCUIT AV = AUDIBLENISUAL NOTIFICATION CIRCUIT DL = INITIATION DATA CIRCUIT PW = LOW VOLTAGE POWER CIRCUIT RC = RELAY CONTROL CIRCUIT RT = REMOTE TEST STATION POWER SU = SUPERVISORY CIRCUIT ZN = INITIATION ZONE CIRCUIT SHOULD MANUFACTURER OF FIRE ALARM EQUIPMENT REQUIRE A DIFFERENT TYPE OR SIZE OF CABLE THAN HEREIN SPECIFIED, THE LARGER OR MORE STRINGENT TYPE OF CABLE SHALL BE USED. CONTRACTOR INFORMATION CONTRACTOR NAME: SOUTHEAST SECURITY CORPORATION ADDRESS: 1385 WOLF CREEK TRAIL, PO BOX 326 SHARON CENTER, OH 44274 TELEPHONE NUMBER: 330-239-4600 FAX NUMBER: 330-239-4660 STATE CONTRACTOR LICENSE NUMBER AND CLASSIFICATION: EF0001036 ALARM SYSTEM CONTRACTOR BUSINESS LICENSE NUMBER AND CLASSIFICATION: 051870 INSTALLATION ELECTRONIC EQUIPMENT UL MONITORING CENTER INFORMATION MONITORING COMPANY NAME: VECTOR SECURITY INC ADDRESS: 3400 MCKNIGHT EAST DRIVE PITTSBURGH, PA 15237 TELEPHONE NUMBER: (703) 468-6100 UL NUMBER: 544986-001 i1SI+i,1--I E6 PLANt;S) I#AVE BEEN ItE�'IEW13e Y ZEP I\'I t 11 0. R ARSHAL' S OFFICE Date: _ ,. n ^ twtewff: 'saWwPJO leM Pue s-8900 VddN elgeo*e Ile 431M somildwoo ul aq of einpej s,ioloeiluoo agl jol Aplgsuodsau ou sawnsse Apo aql •awelldwoo Ul SeaJe asogl 5upq 01 esuadxa egos Jiagl le ',g,!I gisuodsaJ ales s,ioloejluoo aye aq pegs ll 'aouegdwoo-uou jo S11I SleanW uolpadsul axis Jo Uolleulwexa jGgi;nJ ?:eql }Uana agl Ul 'saoUewpJo leoal pue sapoo VddN apeo°.Idde Ile qm a7un(dwoo alaldum ul aie sueld ayl legl ainsua of Allllglsuodsai alos s,joloejluoo agl sl 11 *sueld palllwgns aq; to lenoidde leug a aq of PapualUI lou SI MGIADJ Slq j 'sapoo Alales aiq algeolldde tw eouelldwoo ul aolowpoo aql lSisse of M91AEU kosulp e Si paplwgns sueld to MGIA@J Slgl paslnpe aq aseald ,ENLARGED FIRE SPRINKLER RISER ROOM FIRE ALARM PLAN SCALE: 1/4" = l'-0" FIRE ALARM SYMBOL KEY QTY. FRCP FIRE ALARM CONTROL PANEL (BOSCH D9412GV4) WITH 1 INTEGRAL DACT IN RED FIRE ENCLOSURE (BOSCH D8109) FAAN FIRE ALARM ANNUNCIATOR (BOSCH D1255R) 2 APS AUXILIARY POWER SUPPLY (ALTRONIX AL802ULADA) 2 © POINT OF PROTECTION INPUT TRANSPONDER (POPT) 17 (BOSCH D9127U) (XX = PORT POINT ADDRESS) �F DUAL ACTION MANUAL PULL STATION (FIRELITE BG-12) 1 O PHOTOELECTRIC SMOKE DETECTOR 1 (SYSTEM SENSOR 2W-B) DUCT -TYPE PHOTOELECTRIC SMOKE DETECTOR (FACTORY INSTALLED AND POWERED BY RTU) 13 S (S = SUPPLY SIDE) ®REMOTE RT TEST STATION / ANNUNCIATOR 13 (FURNISHED BY HOBBY LOBBY) (SYSTEM SENSOR RTS2) FS FLOW SWITCH (BY OTHERS) 2 TS TAMPER SWITCH (BY OTHERS) 3 CEILING MOUNTED WHITE AUDIBLENISUAL APPLIANCE AV XX (XX = CANDELA RATING) (SYSTEM SENSOR PC2W) 11 CEILING MOUNTED WHITE VISUAL APPLIANCE OJX (XX = CANDELA RATING) (SYSTEM SENSOR SCW) 5 HC AV CEILING MOUNTED WHITE AUDIBLENISUAL APPLIANCE - HIGH 12 XX CANDELA (XX = CANDELA RATING) (SYSTEM SENSOR PC2WH) CEILING MOUNTED WHITE VISUAL APPLIANCE - HIGH CANDELA OHC XX (XX = CANDELA RATING) (SYSTEM SENSOR SCWH) 13 WALL MOUNTED 120VAC EXTERIOR RED AUDIBLENISUAL xx APPLIANCE (XX = CANDELA RATING) (SYSTEM SENSOR P2RHK-120) 1 WIF— FIRE ALARM PLENUM RATED CONDUCTORS (RED IN COLOR) FIRE ALARM CONDUCTORS LISTED FOR WET LOCATION IN EXISTING FLEX CONDUIT in JUNCTION BOX —Ivw END OF LINE RESISTOR CEILING HEIGHT CHART ROOM NO. ROOM DESCRIPTION CEILING HEIGHT 101 SALES FLOOR OPEN TO DECK 102 FRAME ROOM 8'-0" 103 INSTRUCTIONAL AREA 9'4" 104 MEN'S ROOM F-0" 105 WOMEN'S ROOM 8'-0" 106 ALCOVE 8'-0" 107 EMPLOYEE LOUNGE 8'-0" 108 JANITOR CLOSET 8'-0" 109 ALCOVE 8'-0" 110 MANAGER'S OFFICE 9'-0" 111 CASH OFFICE 9'4" 112 MEZZANINE OPEN TO DECK 113 STAGING AREA OPEN TO DECK 114 RECEIVING AREA OPEN TO DECK 115 ELECTRICAL ROOM OPEN TO DECK 116 VESTIBULE 10'-8" 117 SPRINKLER ROOM OPEN TO DECK FIRE ALARM SHEET INDEX SHEET # DESCRIPTION FA1.0 FIRE ALARM PLAN FA1.1 FIRE ALARM NOTES, PROGRAMMING AND CALCULATIONS FA1.2 FIRE ALARM MATRIX AND RISER DIAGRAM FA1.3 FIRE ALARM DETAILS FA1.4 FIRE ALARM CONTROL PANEL LAYOUT ZN02 1 ELECTRICAL ROOM MEZZANINE FIRE ALARM PLAN -. I SCALE: 3/32" = l'-0" 141d OFFICE AREA MEZZANINE LEVEL FIRE ALARM PLAN 0 r SCALE: 3/32" = V-0" -FICE AREA. EET FOR CONTINUATION CODE CONSULTANTS, INC. 2043 WOODLAND PKWY, SUITE 300 ST. LOUIS, MISSOURI 63146-4235 314-991-2633 www.codeconsultants.com `,IIIIIiI►////� 5 No 68105 STATE E O F . O "• <v , 0 1 " C> 3 DATE: 10/23/13 FIRE PROTECTION ENGINEER OF RECORD: JACDB P. HEMKE, PE LICENSE NO.68105 CODE CONSULTANTS, INC. 2043 WOODLAND PKwY, SUITE 300 ST. LOUIS, MO 63146-4235 PHONE:314-991-2633 CORPORATE CERTIFICATE OF AUTHORITY NO.7588 THIS DRAWING WAS PREPARED FOR USE ON THIS SPECIFIC SITE FOR HOBBY LOBBY AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. W N PERMIT 10-23-13 BID 09-04-13 No. Issue Date Project Name HOBBY LOBBY 7333 GALL BOULEVARD ZEPHYRHILLS, FL 33541 Drawing Title FIRE ALARM PLAN Project Number: 130452.07.000 Drawn By Checked by JLS PTK Scale I AS INDICATED Date 08-30-13 Sheet no. FA1.0 _f/ 1J11114 i F1 FIRE ALARM CONTROL PANEL BATTERY CALCULATIONS (BOSCH D9412GV4 -12 VDC) STANDBY POWER IN ALARM MODEL NUMBER DESCRIPTION QUANTITY CURRENT PER DEVICE (mA) TOTAL CURRENT (mA) CURRENT PER DEVICE (mA) TOTAL CURRENT (mA) STANDBY BATTERIES (12-VOLT) CURRENT (mA) D9412GV4 FIRE ALARM CONTROL PANEL 1 225 225 300 300 D125B DUAL INITIATING MODULE 1 12 12 75 75 STANDBY CURRENT 588.65 D1255RB ANNUNCIATOR 2 104 208 225 450 HOURS 24 B520 AUXILIARY POWER SUPPLY MODULE 1 15 15 15 15 STANDBY mAH 14128 D192G INDICATING CIRCUIT MODULE 1 35 35 100 100 ALARM CURRENT 1,288.6 D928 DUAL PHONE LINE SWITCHER 1 20 20 100 100 HOURS 0.083 D8125 POPEX MODULE 1 50 50 50 50 ALARM mAH 107 D9127U POPIT MODULE - FA SYSTEM 17 0.8 13.6 0.8 13.6 TOTAL mAH 14,235 MDL3 SYNC CIRCUIT MODULE 1 10 10 50 50 TOTAL AH 14.2 ALTRONIX AL802ULADA INPUT TO AUXILIARY POWER SUPPLY 1 0 0 5 5 CONTINGENCY 20% 2W-B SMOKE DETECTOR 1 0.05 0.05 130 130 BATTERY TOTAL AH 17.0 TOTAL 588.65 1 1,288.6 BATTERY PROVIDED AH 24.0 NOTES: 1. PROVIDE TWO (2)12 VOLT 12 AH BATTERIES WIRED IN PARALLEL. 2. BATTERIES SHALL BE INSTALLED IN THE B520 BATTERY ENCLOSURE. FIRE ALARM APS #1 BATTERY CALCULATIONS (ALTRONIX AL802ULADA - 24 VDC) STANDBY POWER ALARM POWER MODEL NUMBER DESCRIPTION QUANTITY CURRENT PER CIRCUIT (mA) TOTAL CURRENT (mA) CURRENT PER CIRCUIT (mA) TOTAL CURRENT (mA) STANDBY BATTERIES (12-VOLT) CURRENT (mA) ALTRONIX AL802ULADA AUXILIARY POWER SUPPLY APS 1 1 90 90 175 175 1 STANDBY CURRENT 90 SYSTEM SENSOR CIRCUIT AV01 1 0 0 1,202 1,202 IHOURS 24 SYSTEM SENSOR CIRCUIT AV02 1 0 0 1,156 1,156 1 STANDBY mAH 2,160 SYSTEM SENSOR CIRCUIT AV03 1 0 0 1,142 1,142 1 ALARM CURRENT 5,107 SYSTEM SENSOR CIRCUITAV04 1 0 0 1,432 1432 HOURS 0.083 ALARM mAH 424 TOTAL mAH 2,584 TOTAL AH 2.6 CONTINGENCY 20% BATTERY TOTAL AH 3.1 TOTAL 90 1 1 5107 11 BATTERY PROVIDED AH 7.0 NOTES: 1. PROVIDE TWO (2)12 VOLT 7 AH BATTERIES WIRED IN SERIES. 2. BATTERIES SHALL BE INSTALLED WITHIN THE AUXILIARY POWER SUPPLY ENCLOSURE. FIRE ALARM APS #2 BATTERY CALCULATIONS (ALTRONIX AL802ULADA - 24 VDC) STANDBY POWER ALARM POWER MODEL NUMBER DESCRIPTION QUANTITY CURRENT PER CIRCUIT (mA) TOTAL CURRENT (mA) CURRENT PER CIRCUIT (mA) TOTAL CURRENT (mA) STANDBY BATTERIES (12-VOLT) CURRENT (mA) ALTRONIX AL802ULADA AUXILIARY POWER SUPPLY APS 1 1 90 90 175 175 1 STANDBY CURRENT 90 SYSTEM SENSOR CIRCUIT AV05 1 1 0 0 617 617 IHOURS 24 SYSTEM SENSOR CIRCUITAV06 1 0 0 1,423 1,423 1 STANDBY mAH 2,160 SYSTEM SENSOR CIRCUIT AV07 1 0 0 1,432 1,432 1 ALARM CURRENT 5,070 SYSTEM SENSOR CIRCUITAV08 1 0 0 1,423 1423 HOURS 0.083 ALARM mAH 421 TOTAL mAH 2,581 TOTAL AH 2.6 CONTINGENCY 20% BATTERY TOTAL AH 3.1 TOTAL 90 5,070 BATTERY PROVIDED AH 7.0 NOTES: 1. PROVIDE TWO (2)12 VOLT 7 AH BATTERIES WIRED IN SERIES. 2. BATTERIES SHALL BE INSTALLED WITHIN THE AUXILIARY POWER SUPPLY ENCLOSURE. FIRE ALARM NOTIFICATION APPLIANCE CIRCUIT VOLTAGE DROP CALCULATIONS CALCULATED VOLTAGE DROP MAXIMUM DISTANCE TO USING 14 AWG CABLING LAST APPLIANCE (BASED ON 20AVDC SOURCE) ACTUAL ALARM SIGNAL CIRCUIT APS / CIRCUIT LOCATION CURRENT DESCRIPTION (AMPS) 12 AWG 14 AWG APPROXIMATE VOLTAGE AT CABLING CABLING CIRCUrFLENGTH LAST APPLIANCE VOLTAGE DROP (FEET) (FEET) (FEET) (VOLTS) (VOLTS) APS #1 ELECTRICAL ROOM AV01 RECEIVING AREA/ ELEC MEZZ I SALES 1.202 948 596 370 17.6 2.8 AV02 REAR OFFICE AREA / OFFICE MEZZ 1.156 986 620 400 17.5 2.9 AV03 SALES FLOOR 1.142 998 628 370 17.8 2.6 AV04 SALES FLOOR 1.432 796 500 320 17.5 2.9 APS #2 ELECTRICAL ROOM AV05 OFFICE AREA 0.617 1,847 1,161 500 18.5 1.9 AV06 SALES FLOOR 1.423 801 504 370 17.1 3.3 AV07 SALES FLOOR 1.432 796 500 420 16.7 3.7 AV08 SALES FLOOR 1.423 801 504 460 16.3 4.1 NOTES: 1. NOTIFICATION APPLIANCE CIRCUITS (NAC) DESIGNED FOR A MAXIMUM 1.6 AMPS, MAXIMUM 4.4 VDC DROP, AND MINIMUM OPERATING VOLTAGE OF 16 VDC. 2. FIELD VERIFY ALL VOLTAGE DROP AND POWER REQUIREMENTS. 3. NOTIFICATION APPLIANCE CIRCUITS HAVE BEEN DESIGNED BASED UPON THE ABOVE CURRENT AND VOLTAGE CRITERIA USING SYSTEM SENSOR NOTIFICATION APPLIANCE CRITERIA. ZONEX #1 LISTING POPIT ADDRESS ALPHANUMERIC LABEL OF DEVICE PT09 PT10 WATERFLOW SWITCH #1 PT11 WATERFLOW SWITCH #2 PT12 CONTROL VALVE TAMPER SWITCHES PT13 EXTERIOR BACKFLOW PREVENTER CONTROL VALVE TAMPER SWITCHES PT14 SPARE PT15 SPARE PT16 SPARE PT17 SPARE PT18 SPARE PT19 SPARE PT20 SPARE PT21 SPARE PT22 SPARE PT23 SPARE PT24 SPARE PT25 SPARE PT26 SPARE PT27 SPARE PT28 SPARE PT29 SPARE PT30 SPARE PT31 SPARE PT32 SPARE PT33 SPARE PT34 SPARE PT35 SPARE PT36 SPARE PT37 SPARE PT38 SPARE PT39 SPARE PT40 SPARE PT41 SPARE PT42 SPARE PT43 SPARE PT44 SPARE PT45 SPARE PT46 SPARE PT47 SPARE PT48 SPARE PT49 SPARE PT50 SPARE PT51 SPARE PT52 SPARE PT53 SPARE PT54 SPARE PT55 SPARE PT56 SPARE PT57 SPARE PT58 SPARE PT59 SPARE PT60 SPARE PT61 DUCT SMOKE DETECTOR - HL 1 SUPPLY PT62 DUCT SMOKE DETECTOR - HL 2 SUPPLY PT63 DUCT SMOKE DETECTOR - HL 3 SUPPLY PT64 DUCT SMOKE DETECTOR - HL 4 SUPPLY PT65 DUCT SMOKE DETECTOR - HL 5 SUPPLY PT66 DUCT SMOKE DETECTOR - HL 6 SUPPLY PT67 DUCT SMOKE DETECTOR - HL 7 SUPPLY PT68 DUCT SMOKE DETECTOR - HL 8 SUPPLY PT69 DUCT SMOKE DETECTOR - HL 9 SUPPLY PT70 DUCT SMOKE DETECTOR - HL 10 SUPPLY PT71 DUCT SMOKE DETECTOR - HL 11 SUPPLY PT72 DUCT SMOKE DETECTOR - HL 12 SUPPLY PT73 DUCT SMOKE DETECTOR - HL 13 SUPPLY PT74 SPARE PT75 SPARE THRU PT127 SPARE PANEL ZONE LISTING PANEL ZONES ALPHANUMERIC LABEL OF ZONE ZONE1 SPARE ZONE 2 PULL STATION - ADJACENT TO FACP ZONE 3 SMOKE DETECTOR - ABOVE FACP ZONE4 I SPARE ZONE 5 APS TROUBLE SUPERVISION ZONE 6 NOTIFICATION APPLIANCE CIRCUIT SUPERVISION ZONE7 SPARE ZONE8 SPARE H (F FIRE ALARM KEYED NOTES 1D COORDINATE CONNECTIONS TO DEDICATED 120 VAC POWER CIRCUITS WITH THE ELECTRICAL CONTRACTOR. PROVIDE A 16.5 VAC TRANSFORMER CONNECTED TO A DEDICATED 120 VAC DUPLEX OUTLET FOR THE FIRE ALARM CONTROL PANEL (FACP), A 18 VAC TRANSFORMER CONNECTED TO A DEDICATED 120 VAC DUPLEX OUTLET FOR THE AUXILIARY POWER SUPPLY MODULE (BATTERY CHARGER) AND HARDWIRED CONNECTIONS FOR THE AUXILIARY POWER SUPPLIES (APS). THE DEDICATED CIRCUIT DISCONNECT SHALL BE RED IN COLOR, LABELED "FIRE ALARM CIRCUIT', AND HAVE A LOCKABLE TAB. ALL FIRE ALARM CIRCUIT BREAKERS SHALL BE CLEARLY MARKED AND MECHANICALLY SECURED TO PREVENT ANY UNAUTHORIZED TAMPERING. IDENTIFY THE LOCATION OF THE CIRCUIT DISCONNECT AT THE FACP, BATTERY CHARGER, AND EACH APS. COORDINATE EXACT MOUNTING LOCATIONS OF CONTROL PANEL, BATTERY CHARGER, AND AUXILIARY POWER SUPPLIES WITH THE OWNER'S REPRESENTATIVE AND ELECTRICAL CONTRACTOR PRIOR TO INSTALLATION. �? PROVIDE CABLING FROM TELEPHONE D-MARK TO FIRE ALARM SYSTEM DIGITAL ALARM COMMUNICATOR TRANSMITTER (DACT). PROVIDE CONNECTIONS TO THE DACT TO REPORT POINT SPECIFIC ALARM, SUPERVISORY, AND TROUBLE CONDITIONS TO A U.L. LISTED CENTRAL STATION. PROVIDE TWO (2) MEANS OF SIGNAL TRANSMISSION (I.E. PHONE LINE CONNECTIONS). THE PRIMARY AND SECONDARY MEANS OF SIGNAL TRANSMISSION SHALL UTILIZE TWO (2) SEPARATE TELEPHONE LINES AND BE CONFIGURED WITH LINE SEIZURE. COORDINATE ALL PROGRAMMING, SIGNALS TRANSMISSION AND CONNECTIONS WITH HOBBY LOBBY'S OFF -SITE MONITORING COMPANY. (3 PROVIDE SYNCHRONIZATION OF ALL AUDIBLE AND VISUAL NOTIFICATION APPLIANCE CIRCUITS THROUGHOUT THE HOBBY LOBBY. PROVIDE ALL REQUIRED SYNCHRONIZATION MODULES. PROVIDE MULTI -SYNC MODE SLAVE CONNECTIONS TO ALL AUXILIARY POWER SUPPLIES (APS). (4 INSTALL A FIRE ALARM ANNUNCIATOR KEYPAD ON THE FRONT OF THE FACP CABINET. SEE FIRE ALARM CONTROL PANEL LAYOUT ON SHEET FAIT A. MOUNT SMOKE DETECTOR ON THE BOTTOM OF THE DECK (NOT ON THE BOTTOM OF STRUCTURAL MEMBERS) AND LOCATED MORE THAN THREE (3) FEET FROM ANY MECHANICAL DIFFUSERS, AS INDICATED IN NFPA 72. COORDINATE EXACT MOUNTING LOCATION OF THE FIRE ALARM ANNUNCIATOR KEYPAD WITH THE OWNER'S REPRESENTATIVE AND AHJ PRIOR TO INSTALLATION. (7 PROVIDE ELECTRONIC MONITORING OF ALL SPRINKLER WATERFLOW AND TAMPER SWITCHES (BY OTHERS). PROVIDE ADDITIONAL POPIT MODULES AS NEEDED TO INDIVIDUALLY MONITOR ANY ADDITIONAL WATERFLOW SWITCHES. COORDINATE EXACT QUANTITIES, LOCATION AND INTERFACE CONNECTIONS WITH THE SPRINKLER CONTRACTOR. PROVIDE A D8109 CABINET TO HOUSE POPIT MODULES ASSOCIATED WITH THE FIRE SPRINKLER SYSTEM MONITORING. �8 PROVIDE AN EXTERIOR 120 VAC WATERFLOW NOTIFICATION APPLIANCE AT TEN (10) FEET ABOVE GRADE AND LOCATED ABOVE THE FIRE DEPARTMENT CONNECTION. THE 120 VAC CIRCUIT FOR THE WATERFLOW NOTIFICATION APPLIANCE SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR FROM AN UNSWITCHED POWER SOURCE, COORDINATE THE INTERCONNECTION OF THE WATERFLOW NOTIFICATION APPLIANCE AND THE WATERFLOW SWITCH WITH THE ELECTRICAL AND SPRINKLER CONTRACTORS. COORDINATE EXACT MOUNTING LOCATION WITH THE OWNER'S REPRESENTATIVE AND AHJ PRIOR TO INSTALLATION. (g PROVIDE A D8109 CABINET TO HOUSE POPIT MODULES ASSOCIATED WITH THE DUCT SMOKE DETECTORS. LOCATE CABINET ON THE WALL WITH THE TOP OF THE CABINET EVEN WITH THE BOTTOM OF THE STRUCTURAL MEMBERS. COORDINATE EXACT LOCATION OF CABINET WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 10 PROVIDE MONITORING TO THE SUPPLY DUCT SMOKE DETECTOR (FACTORY INSTALLED, AND POWERED BY THE RTU). PROVIDE WIRING CONNECTIONS TO THE ALARM AND TROUBLE CONTACTS ON THE DUCT DETECTORS TO ALLOW AN ALARM CONDITION TO TAKE PRIORITY OVER A TROUBLE CONDITION. ROUTE CABLING FROM POPIT TO DUCT SMOKE DETECTOR UTILIZING THE CONDUIT INTO RTU (PROVIDED BY ELECTRICAL CONTRACTOR). COORDINATE LOCATION OF THE CONDUIT WITH THE ELECTRICAL CONTRACTOR. 11 REMOTE TEST STATIONS / ANNUNCIATORS ARE FURNISHED BY HOBBY LOBBY FOR EACH DUCT SMOKE DETECTOR. PROVIDE ALL REQUIRED CABLING CONNECTIONS FROM DETECTORS TO REMOTE TEST STATIONS / ANNUNCIATORS. MOUNT THE REMOTE TEST STATIONS / ANNUNCIATORS ON AN ADJACENT COLUMN OR WALL, AT NINE (9) FEET ABOVE FINISHED FLOOR AND AT AN ACCESSIBLE LOCATION THAT DOES NOT CONFLICT WITH STORE FIXTURES. COORDINATE EXACT MOUNTING LOCATIONS WITH THE OWNER'S REPRESENTATIVE AND THE AHJ PRIOR TO INSTALLATION. 12 DUCT DETECTION IS NOT REQUIRED OR PROVIDED IN THIS HVAC UNIT. DUCT DETECTORS ARE ONLY REQUIRED IN RTU'S THAT HAVE A DESIGN CAPACITY GREATER THAN 2,000 CFM. 13 REUSE THE EXISTING FLEX CONDUIT FOR NEW FIRE ALARM CABLING CONNECTIONS TO EXTERIOR BACKFLOW PREVENTER. FIRE ALARM CABLING SHALL BE LISTED FOR WET LOCATIONS. COORDINATE INTERFACE CONNECTIONS WITH THE ELECTRICAL CONTRACTOR, FIRE SPRINKLER CONTRACTOR AND OWNER'S REPRESENTATIVE. DISTANCE CHART X (FEET) 15 CD 30 CD 75 CD 95 CD 115 CD 177 CD 9.5 22.0 :. 12.9 45 J_i c „a i3O 25.0 22.0 -- - 26.2 31.4 ri C = LIGHT OUTPUT (CANDELA) AT UL 1971 ANGLE 0 A = ANGLE OFF THE AXIS FROM UL 1971 D = DISTANCE FROM SOURCE (FEET) L = LIGHT INTENSITY (MINIMUM 0.0375 LUMENS/SQUARE FOOT) (NFPA 72, 2007 SECTION 7.4.7.3 AND SECTION 7.5.4.5 PERFORMANCE -BASED ALTERNATIVE) X = HORIZONTAL DISTANCE OFF THE AXIS (FEET) H = VERTICAL DISTANCE OF LIGHT SOURCE FROM FLOOR (FEET) EQUATIONS: A=tan -'( X ) H X = fDZ HZ L = b >_ 0.0375 UL TABLE FOR CANDELA OUTPUT ANGLE UL % C (CANDELA) 15 CD 30 CD 75 CD 95 CD 115 CD 177 CD 0 100% 15.0 30.0 75.0 95.0 115.0 177.0 5 90% 13.5 27.0 67.5 85.5 103.5 159.3 10 90% 13.5 27.0 67.5 85.5 103.5 159.3 15 90% 13.5 27.0 67.5 85.5 103.5 159.3 20 90% 13.5 27.0 67.5 85.5 103.5 159.3 25 90% 13.5 27.0 67.5 85.5 103.5 159.3 30 75% 11.3 22.5 56.3 71.3 86.3 132.8 35 75% 11.3 22.5 56.3 71.3 86.3 132.8 40 75% 11.3 22.5 56.3 71.3 86.3 132.8 45 75% 11.3 22.5 56.3 71.3 86.3 132.8 50 55% 8.3 16.5 41.3 52.3 63.3 97.4 55 45% 6.8 13.5 33.8 42.8 51.8 79.7 60 40% 6.0 12.0 30.0 38.0 46.0 70.8 65 35% 5.3 10.5 26.3 33.3 40.3 62.0 70 35% 5.3 10.5 26.3 33.3 40.3 62.0 75 30% 4.5 9.0 22.5 28.5 34.5 53.1 80 30% 4.5 9.0 22.5 28.5 34.5 53.1 85 25% 3.8 7.5 18.8 23.8 28.8 44.3 90 25% 3.8 7.5 18.8 23.8 28.8 44.3 NOTES: 1. THE VISUAL NOTIFICATION APPLIANCE COVERAGE WAS DETERMINED UTILIZING THE MOST STRINGENT (WORSE CASE) CRITERIA FOR AREAS EXPOSED TO STRUCTURE. THE SMALLEST VISUAL APPLIANCE RADIUS COVERAGE (X) FOR EACH CANDELA RATING WAS SELECTED. SEE CEILING HEIGHTS CHART ON THIS SHEET FOR CEILING HEIGHTS. 2. THE BOLDED VISUAL APPLIANCE RADIUS COVERAGE ON THE DISTANCE CHART INDICATES THE COVERAGE PATTERN USED FOR EACH NOTIFICATION APPLIANCE CANDELA SETTING. CEILING MOUNTED FIRE ALARM STROBE DISTANCE CALCULATIONS FIRE ALARM INSTALLATION NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH NFPA STANDARDS AND ALL LOCAL ADOPTED CODES. 2. FIRE ALARM CABLING SHALL BE ACCEPTABLE TO THE FIRE ALARM EQUIPMENT MANUFACTURER FOR THE INTENDED PURPOSE. SHOULD MANUFACTURER OF FIRE ALARM EQUIPMENT REQUIRE DIFFERENT TYPE OR SIZE OF CABLE THAN HEREIN SPECIFIED, THE LARGER OR MORE STRINGENT TYPE OF CABLE SHALL BE USED. 3. ALL FIRE ALARM CABLING SHALL BE PLENUM RATED TYPES FPLP. SEE WIRING LEGEND FOR CABLE TYPES AND SIZES. 4. FIRE ALARM CABLING SHALL BE RED IN COLOR. 5. FIRE ALARM CABLING SHALL NOT BE PAINTED. 6. CABLE ROUTING SHOWN ON DRAWINGS IS FOR INTENT. EXACT ROUTING SHALL BE COORDINATED WITH OTHER TRADES IN THE FIELD. SEE DRAWING NOTES AND DETAILS FOR ACCEPTABLE INSTALLATION METHODS. 7. ALL CABLE RUNS SHALL BE NEATLY BUNDLED, WRAPPED TIGHT AND PROPERLY SECURED. ANY CABLING NOT INSTALLED IN A NEAT AND PROFESSIONAL MANNER SHALL BE PULLED OUT AND RE -RUN BY INSTALLER AT NO ADDITIONAL COST TO OWNER. 8. CONTRACTOR RUNNING CABLING MUST MARK BOTH ENDS OF CABLING, PROVIDE A WIRE LEGEND FOR ALL LOCATIONS, AND PROVIDE A CONTINUITY TEST LOG FOR EACH CABLE. 9. EXPOSED CABLING SHALL BE RUN PARALLEL AND PERPENDICULAR TO BUILDING STRUCTURE. EXPOSED CABLING SHALL NOT BE RUN IN A "SPAN" FASHION BETWEEN BAR JOISTS OR BEAMS (I.E.: CABLING SHALL BE ROUTED ALONG PATH OF JOISTS AND BEAMS). ALL CABLING SHALL BE SECURED TO THE STRUCTURAL CEILING BETWEEN JOISTS OR BEAMS. 10. ALL CABLING SHALL BE SUPPORTED FROM BUILDING STRUCTURE AND NOT FROM GRID, TILES, OR SUPPORT WIRES. EXPOSED CABLING SHALL BE SUPPORTED BY BUILDING STRUCTURE AT NO MORE THAN FIVE (5) FOOT INTERVALS. 11. COORDINATE WITH THE ELECTRICAL CONTRACTOR TO DETERMINE THE EXTENT OF ALL FIRE ALARM CONDUIT AND BACKBOX REQUIREMENTS. 12. ALL CONDUIT SHALL BE TERMINATED AT THE BAR JOIST LEVEL WITH SOME FORM OF GROMMET OR BOX CONNECTOR. 13. ALL CONDUIT LOCATED IN DRYWALL SHALL BE TERMINATED NO LESS THAN SIX (6) INCHES ABOVE THE CEILING TILE. 14. FOR DRYWALL APPLICATIONS, ALL CONDUIT AND BACKBOXES SHALL BE RECESSED INSIDE THE WALL. 15. EXPOSED CONDUIT IS NOT ALLOWED IN THE SALES FLOOR. 16. ALL FIRE ALARM CABLING IN SPRINKLER, ELECTRICAL, OR MECHANICAL ROOMS, AND SUBJECT TO PHYSICAL DAMAGE, SHALL BE INSTALLED IN METALLIC CONDUIT. 17. ALL WIRING BELOW THE STRUCTURE, CONCEALED IN CEILINGS OR PARTITIONS, SUBJECT TO PHYSICAL DAMAGE, NON -POWER LIMITED OR WHERE REQUIRED BY APPLICABLE CODES SHALL BE INSTALLED IN METALLIC CONDUIT. 18. ALL FIRE ALARM CABLING IN FINISHED AREAS SHALL BE CONCEALED. 19. COORDINATE DRILLING OF ANY HOLES (I.E. COLUMN PENETRATIONS) WITH THE OWNER'S REPRESENTATIVE AND ALL OTHER TRADES PRIOR TO INSTALLATION. 20. ALL FIRE ALARM DEVICES SHALL BE INSTALLED IN OR ON A PROPER BACKBOX. NO DEVICES SHALL BE INSTALLED WITHOUT A BACKBOX. 21. ALL CABLING, CONDUIT, AND BACKBOXES SHALL BE PROPERLY SUPPORTED AND SEISMICALLY BRACED, AS REQUIRED BY ALL APPLICABLE CODES AND THE LOCAL JURISDICTION. 22. CONDUIT AND CABLING SHALL ENTER INTO THE FACP AND EACH APS ONLY AS APPROVED BY THE EQUIPMENT MANUFACTURER. 23. CONDUIT FILL SHALL NOT EXCEED 40%. 24. ALL FIRE ALARM JUNCTION BOXES SHALL BE RED IN COLOR. FIRESTOP NOTES 1. ALL THROUGH -PENETRATIONS OF FIRE -RATED WALLS AND FLOORS SHALL BE FIRE -STOPPED. 2. FIRE -RATED GYPSUM BOARD WALLS CONSTRUCTED AS DESCRIBED IN THE INDIVIDUAL U300, U400, OR V400 SERIES DESIGNS IN THE U.L. FIRE RESISTANCE DIRECTORY (GENERALLY DOUBLE THICKNESS WALLBOARD) SHALL BE FIRE -STOPPED WITH U.L. SYSTEMS. 3. ALL REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOORS OR WALLS, AND ALL U.L. CLASSIFIED CONCRETE BLOCK WALLS SHALL BE FIRE -STOPPED WITH U.L. SYSTEMS. FIRE ALARM GENERAL NOTES 1. THE FIRE ALARM SYSTEM SHALL OPERATE AS A STANDALONE LOW VOLTAGE SYSTEM AND SHALL BE AN INTELLIGENT ADDRESSABLE SUPERVISED SYSTEM, CIRCUITS SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: • INITIATION CIRCUITS -CLASS B • SUPERVISORY CIRCUITS - CLASS B • NOTIFICATION CIRCUITS - CLASS B • SIGNALING LINE CIRCUITS - CLASS B, STYLE 4 • AUXILIARY CIRCUITS - CLASS B, STYLE W • CIRCUITS FOR RELAY COIL OPERATION SHALL BE 24 VDC MAXIMUM WITH A SEPARATE OR INTEGRAL FIELD COLLAPSING DIODE. 2. THE FIRE ALARM SYSTEM SHALL BE DOCUMENTED IN ACCORDANCE WITH SECTION 8.3.4 OF NFPA 72 2007 EDITION. 3. COORDINATE CONNECTIONS TO DEDICATED 120 VAC POWER CIRCUIT FOR FIRE ALARM EQUIPMENT WITH THE ELECTRICAL CONTRACTOR. PROVIDE A 16.5 VAC TRANSFORMER CONNECTED TO A DEDICATED 120 VAC DUPLEX OUTLET FOR THE FIRE ALARM CONTROL PANEL (FACP), A 18 VAC TRANSFORMER CONNECTED TO A DEDICATED 120 VAC DUPLEX OUTLET FOR THE BATTERY SUPPLY MODULE, AND HARDWIRED CONNECTIONS FOR THE AUXILIARY POWER SUPPLIES (APS). THE DEDICATED CIRCUIT DISCONNECT SHALL BE RED IN COLOR, LABELED "FIRE ALARM CIRCUIT", AND HAVE A LOCKABLE TAB. ALL FIRE ALARM CIRCUIT BREAKERS SHALL BE CLEARLY MARKED AND MECHANICALLY SECURED TO PREVENT ANY UNAUTHORIZED TAMPERING. IDENTIFY THE LOCATION OF THE CIRCUIT DISCONNECT AT THE FACP, BATTERY CHARGER, AND EACH APS. 4. COORDINATE EXACT MOUNTING LOCATIONS OF CONTROL PANEL, BATTERY CHARGER, AND APS WITH THE OWNER'S REPRESENTATIVE AND ELECTRICAL CONTRACTOR PRIOR TO INSTALLATION. 5. COORDINATE INSTALLATION OF A GROUND ROD OR COLD WATER COPPER PIPE (IF WATER METER STRAPPED) FOR PROPER GROUNDING OF THE FACP AND EACH APS WITH THE ELECTRICAL CONTRACTOR. 6. PROVIDE TWO (2) MEANS OF SIGNAL TRANSMISSION FROM THE FACP TO THE U.L. LISTED CENTRAL STATION FOR MONITORING OF POINT SPECIFIC ALARM, SUPERVISORY, AND TROUBLE CONDITIONS. COORDINATE ALL PROGRAMMING, SIGNALS TRANSMISSION AND CONNECTIONS WITH HOBBY LOBBY'S OFF -SITE MONITORING COMPANY. 7. UPON LOSS OF BUILDING POWER, THE ENTIRE SYSTEM SHALL TRANSFER TO SECONDARY POWER WITHIN TEN (10) SECONDS, AND WITHOUT LOSS OF SIGNALS. THE SYSTEM SHALL OPERATE UNDER SECONDARY POWER IN NORMAL OR TROUBLE CONDITIONS FOR TWENTY-FOUR (24) HOURS AND HAVE SUFFICIENT POWER TO SUPPORT COMPLETE ALARM CONDITION OPERATION FOR A SUBSEQUENT FIVE (5) MINUTES AT MAXIMUM CONNECTED LOAD. 8. PROVIDE MONITORING CONNECTIONS TO SPRINKLER WATERFLOW SWITCHES AND TAMPER SWITCHES (BY OTHERS). PROVIDE ALL CABLING TO SWITCHES, FINAL WIRING CONNECTIONS AT SWITCHES, AND SUPERVISION OF ALL WIRING CONNECTIONS. COORDINATE ALL CONNECTIONS WITH THE SPRINKLER CONTRACTOR. 9. PROVIDE MONITORING CONNECTIONS TO ANY EXTERIOR SPRINKLER CONTROL VALVE TAMPER SWITCHES ASSOCIATED WITH THE HOBBY LOBBY SPACE UTILIZING THE EXISTING FLEX CONDUIT (SWITCHES ARE BY OTHERS). PROVIDE ALL CABLING TO SWITCHES, FINAL WIRING CONNECTIONS AT SWITCHES, AND SUPERVISION OF ALL WIRING CONNECTIONS. ALL FIRE ALARM CABLING IN THE FLEX CONDUIT TO THE EXTERIOR BACKFLOW PREVENTER SHALL BE LISTED FOR WET LOCATIONS. COORDINATE ALL CONNECTIONS WITH THE SPRINKLER CONTRACTOR. 10. ALL SIGNALING LINE CIRCUITS, INITIATING DEVICE CIRCUITS, AND NOTIFICATION APPLIANCE CIRCUITS SHALL BE SUPERVISED IN ACCORDANCE WITH NFPA 72. 11. PROVIDE END OF LINE RESISTORS FOR ALL INITIATING DEVICE CIRCUITS AND NOTIFICATION APPLIANCE CIRCUITS PER MANUFACTURER SPECIFICATIONS. 12. PROVIDE A PRINTED LABEL FOR EACH INITIATING DEVICE INDICATING THE SPECIFIC ADDRESS FOR THAT DEVICE. THE LABEL SHALL INCLUDE THE ZONEX NUMBER AND DEVICE NUMBER. THE LABEL SHALL BE LOCATED ON THE BASE OF ALL DETECTORS AND THE COVER PLATES OF EACH POPIT. 13. PROVIDE A PRINTED LABEL FOR EACH NOTIFICATION APPLIANCE INDICATING THE SPECIFIC CIRCUIT NUMBER FOR THAT APPLIANCE. THE LABEL SHALL INCLUDE END OF LINE RESISTOR LOCATION, CIRCUIT NUMBER AND APPLIANCE NUMBER. THE LABEL SHALL BE LOCATED ON THE BASE OF ALL NOTIFICATION APPLIANCES. 14. DUCT DETECTORS, ASSEMBLY AND SAMPLING TUBES ARE FACTORY INSTALLED, POWERED FROM THE ASSOCIATED ROOF TOP UNIT (RTU) AND MONITORED BY THE FACP. THE FACP SHALL SUPERVISE ALL POWER CONNECTIONS AND TROUBLE CONDITIONS. LOSS OF POWER TO A DUCT DETECTOR (RTU SUPPLIED POWER) SHALL TRANSMIT A TROUBLE CONDITION TO THE FACP. 15. REMOTE TEST STATIONS / ANNUNCIATORS ARE FURNISHED BY HOBBY LOBBY FOR EACH DUCT SMOKE DETECTOR. PROVIDE ALL REQUIRED CABLING CONNECTIONS FROM DETECTORS TO REMOTE TEST STATIONS / ANNUNCIATORS. 16. NOTIFICATION APPLIANCE CIRCUITS (NAC) HAVE BEEN DESIGNED FOR A MAXIMUM 1.6 AMPS, MAXIMUM 4.4 VDC DROP, AND MINIMUM OPERATING VOLTAGE OF 16 VDC. SEE FIRE ALARM NAC VOLTAGE DROP CALCULATIONS ON THIS SHEET. 17. ALL AUDIBLE APPLIANCES SHALL BE SET TO THE HIGH DBA SETTING AND SHALL SOUND A THREE -PULSE TEMPORAL PATTERN EVACUATION SIGNAL. 18. PROVIDE SYNCHRONIZATION OF ALL AUDIBLE AND VISUAL NOTIFICATION APPLIANCE CIRCUITS THROUGHOUT THE HOBBY LOBBY. PROVIDE ALL REQUIRED SYNCHRONIZATION MODULES. PROVIDE MULTI -SYNC MODE SLAVE CONNECTIONS TO ALL AUXILIARY POWER SUPPLIES (APS). 19. THE AUDIBLE/VISUAL AND VISUAL NOTIFICATION APPLIANCES SHALL BE WHITE IN COLOR, AND LISTED FOR THE INTENDED APPLICATION. 20. NOTIFICATION APPLIANCE POLARITY SHALL BE OBSERVED. 21. WHERE POSSIBLE, PROVIDE FLUSH MOUNTING OF NOTIFICATION APPLIANCES. WHERE SURFACE -MOUNTED NOTIFICATION APPLIANCES ARE NECESSARY, PROVIDE DECORATIVE BACKBOX SKIRT COVERING THE APPLIANCE BACKBOX. 22. MANUALLY ACTIVATING THE "ALARM SILENCE" AT THE FACP SHALL DE -ENERGIZE BOTH THE AUDIBLE AND VISUAL NOTIFICATION APPLIANCES. AN ADDITIONAL ALARM REPORTED TO THE FACP SUBSEQUENT TO ACTIVATING THE "ALARM SILENCE" SHALL RE -ENERGIZE THE AUDIBLE AND VISUAL NOTIFICATION APPLIANCES THROUGHOUT THE HOBBY LOBBY. 23. THE CEILING MOUNTED DEVICES AND APPLIANCES SHALL BE INSTALLED ALIGNED AESTHETICALLY WITH THE CEILING LIGHTING, SPRINKLERS, AND OTHER FIXTURES. ENSURE THE NOTIFICATION APPLIANCES ARE INSTALLED A MINIMUM OF ONE (1) FOOT FROM THE SURFACE MOUNTED STRIP LIGHTS TO AVOID OBSTRUCTION. COORDINATE INSTALLATION OF ALL CEILING MOUNTED FIRE ALARM DEVICES AND NOTIFICATION APPLIANCES WITH THE ARCHITECTURAL DRAWINGS AND ALL OTHER TRADES PRIOR TO INSTALLATION. 24. DEVICES AND APPLIANCE LOCATIONS AS SHOWN ON THE FIRE ALARM PLANS ARE NOT DIMENSIONED FOR EXACT INSTALLATION. COORDINATE EXACT PLACEMENT OF ALL DEVICES AND APPLIANCES WITH THE ARCHITECTURAL PLANS, APPLICABLE TRADES, AND OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 25. ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL BACKGROUND INFORMATION IS SHOWN FOR COORDINATION PURPOSES ONLY. REFER TO THE PROPER DRAWINGS FOR EXACT LOCATIONS, SIZES AND QUANTITIES OF OTHER TRADES' WORK. 26. MOUNT SMOKE DETECTORS AT THE CEILING/DECK, AND NOT ON THE BOTTOM OF BEAMS OR JOISTS. LOCATE ALL SMOKE DETECTORS A MINIMUM OF THREE (3) FEET FROM ANY MECHANICAL DIFFUSERS, AND AS REQUIRED BY NFPA 72. 27. SMOKE DETECTOR HEADS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. 28. VERIFY ALL EQUIPMENT QUANTITIES, LOCATIONS, AND REQUIREMENTS. IF DISCREPANCIES ARE FOUND, CONTRACTOR SHALL IMMEDIATELY BRING THEM TO THE ATTENTION OF THE FIRE PROTECTION ENGINEER (CCI) FOR RESOLUTION. FIRE ALARM SYMBOL KEY QTY. FIRE ALARM CONTROL PANEL (BOSCH D9412GV4) WITH FACP INTEGRAL DACT IN RED FIRE ENCLOSURE (BOSCH D8109) 1 FF_AA__N1 FIRE ALARM ANNUNCIATOR (BOSCH D1255R) 2 APS AUXILIARY POWER SUPPLY (ALTRONIX AL802ULADA) 2 10 POINT OF PROTECTION INPUT TRANSPONDER (POPIT) 17 XX (BOSCH D9127U) (XX = POPIT POINT ADDRESS) DUAL ACTION MANUAL PULL STATION (FIRELITE BG-12) 1 O PHOTOELECTRIC SMOKE DETECTOR 1 (SYSTEM SENSOR 2W-B) DUCT -TYPE PHOTOELECTRIC SMOKE DETECTOR Op (FACTORY INSTALLED AND POWERED BY RTU) 13 S (S = SUPPLY SIDE) RT REMOTE TEST STATION I ANNUNCIATOR 13 (FURNISHED BY HOBBY LOBBY) (SYSTEM SENSOR RTS2) FS FLOW SWITCH (BY OTHERS) 2 TS TAMPER SWITCH (BY OTHERS) 3 CEILING MOUNTED WHITE AUDIBLENISUAL APPLIANCE AV XX (XX = CANDELA RATING) (SYSTEM SENSOR PC2W) 11 OXX CEILING MOUNTED WHITE VISUAL APPLIANCE 5 (XX = CANDELA RATING) (SYSTEM SENSOR SCW) HC AV CEILING MOUNTED WHITE AUDIBLE/VISUAL APPLIANCE - HIGH 12 XX CANDELA (XX = CANDELA RATING) (SYSTEM SENSOR PC2WH) GHC CEILING MOUNTED WHITE VISUAL APPLIANCE - HIGH CANDELA 13 XX (XX = CANDELA RATING) (SYSTEM SENSOR SCWH) E WALL MOUNTED 120VAC EXTERIOR RED AUDIBLE/VISUALwPEX 1 XX APPLIANCE (XX = CANDELA RATING) (SYSTEM SENSOR P2RHK-120) FIRE ALARM PLENUM RATED CONDUCTORS (RED IN COLOR) FIRE ALARM CONDUCTORS LISTED FOR WET LOCATION IN EXISTING FLEX CONDUIT J❑ JUNCTION BOX Jvw END OF LINE RESISTOR CEILING HEIGHT CHART ROOM NO. ROOM DESCRIPTION CEILING HEIGHT 101 SALES FLOOR OPEN TO DECK 102 FRAME ROOM 8'-0" 103 INSTRUCTIONAL AREA 9'-0" 104 MEN'S ROOM 8'-0" 105 WOMEN'S ROOM 8'-0" 106 ALCOVE F-0" 107 EMPLOYEE LOUNGE 8'-0" 108 JANITOR CLOSET 8'-0" 109 ALCOVE 8-4- 110 MANAGER'S OFFICE 914" 111 CASH OFFICE 9'-0" 112 MEZZANINE OPEN TO DECK 113 STAGING AREA OPEN TO DECK 114 RECEIVING AREA OPEN TO DECK 115 ELECTRICAL ROOM OPEN TO DECK 116 VESTIBULE 10'-8" 117 SPRINKLER ROOM OPEN TO DECK FIRE ALARM SHEET INDEX SHEET # DESCRIPTION FA1.0 FIRE ALARM PLAN FA1.1 FIRE ALARM NOTES, PROGRAMMING AND CALCULATIONS FA1.2 FIRE ALARM MATRIX AND RISER DIAGRAM FA1.3 FIRE ALARM DETAILS FA1.4 FIRE ALARM CONTROL PANEL LAYOUT CONTRACTOR INFORMATION CONTRACTOR NAME: SOUTHEAST SECURITY CORPORATION ADDRESS: 1385 WOLF CREEK TRAIL, PO BOX 326 SHARON CENTER, OH 44274 TELEPHONE NUMBER: 330-239-4600 FAX NUMBER: 330-2394660 STATE CONTRACTOR LICENSE NUMBER AND CLASSIFICATION: EF0001036 ALARM SYSTEM CONTRACTOR I BUSINESS LICENSE NUMBER AND CLASSIFICATION: 051870 INSTALLATION ELECTRONIC EQUIPMENT UL MONITORING CENTER INFORMATION MONITORING COMPANY NAME: VECTOR SECURITY INC ADDRESS: 3400 MCKNIGHT EAST DRIVE PITTSBURGH, PA 15237 TELEPHONE NUMBER: (703) 468-6100 UL NUMBER: 544986-001 CODE CONSULTANTS, INC. 2043 WOODLAND PKWY, SUITE 300 ST. LOUIS, MISSOURI 63146-4235 314-991-2633 www.codeconsultants.com i No 68105 'x= �?a ' STATE OF .` 441 O ••. �v . 1� ( 3 DATE: 10/23/13 FIRE PROTECTION ENGINEER OF RECORD: JACOB P. HEMKE, PE LICENSE NO.68105 CODE CONSULTANTS, INC. 2043 WOODLAND PKWY, SUITE 300 ST. LOUIS, MO 63146-4235 PHONE:314-991-2633 CORPORATE CERTIFICATE OF AUTHORITY NO.7588 THIS DRAWING WAS PREPARED FOR USE ON THIS SPECIFIC SITE FOR HOBBY LOBBY AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. �io U. W% co J J W N PERMIT 10-23-13 BID 09-04-13 No. Issue Date Project Name HOBBY LOBBY 7333 GALL BOULEVARD ZEPHYRHILLS, FL 33541 Drawing Title FIRE ALARM NOTES, PROGRAMMING AND CALCULATIONS Project Number: 130452.07.000 Drawn By Checked by JLS PTK Scale AS INDICATED I Date 08-30-13 Sheet no. NOT TO SCALE FA1.1 , v - 4 �` tV0 V�Q 40� v J � �J ��'� e O ", A - FIRE ALARM MATRIX 00�0� � _ ��Q�� �OQ 0�2 V� �� o�� �� Ks� �0 �� �40 S � O� � �� \ �\ �� v JQ Q� ��0� = OO �� `Z Ile �Q� �� \OQ OJOv ��O= J �O S\O 9 � QJC}4OV =O QQ� - Q=p OOC Q� Q��� � � JOv� OJ Q �`Co o �� �• ,Z �Q ,L �2t- ,`J �J q SI QG ��� R� �� Q4��P QV Qv /�Q4co �O FIRE SPRINKLER SYSTEMS WATERFLOW SWITCHES ® • CONTROL VALVE TAMPER SWITCHES _ EXTERIOR BACKFLOW PREVENTER TAMPER SWITCHES MANUAL PULL STATION SMOKE DETECTION DEVICES ABOVE FACP AND APS'S AIR HANDLING UNIT - SUPPLY SIDE LOSS OF PRIMARY POWER AT THE FACP OR APS ABNORMAL CIRCUIT (OPEN, GROUND FAULT, SHORT) OR DEVICE MAX 30'-0" (360") 10' (1 CEILING MOUNTED SEE NOTE 4 EXTERIOR CEILING MOUNTED SEE NOTE 3 Ell WP DECK SUSPENDED CEILING AV V CEILING MOUNTED SEE NOTE 5 SEE NOTE 6 0 11 SEE NOTE 1 FACP 20") APS 9'-0" (1 8") MAX 6'-0" SEE NOTE 1 (72") & FAAN MIN 5'-6" SEE NOTE 1 (66") MAX 5-0" SEE NOTE 2 ❑ (60') & MIN 4'-6" MAX 4'-0" (54„) (48") & MIN 3-6" (42") FINISHED FLOOR NOTES: 1. COORDINATE EXACT MOUNTING HEIGHT OF CONTROL PANELS, ANNUNCIATORS AND AUXILIARY POWER SUPPLIES WITH THE OWNER'S REPRESENTATIVE, ELECTRICAL CONTRACTOR, AND AHJ PRIOR TO INSTALLATION. 2. MEASURED TO THE OPERABLE PART OF THE PULL STATION. 3. WHERE INDICATED ON THE DRAWINGS - LOCATE CEILING MOUNTED SMOKE DETECTORS ON THE BOTTOM OF DECK (NOT ON BOTTOM OF STRUCTURAL MEMBERS), AND AS INDICATED IN NFPA 72. 4. WHERE INDICATED ON THE DRAWINGS - LOCATE CEILING MOUNTED NOTIFICATION APPLIANCES ON BOTTOM OF BEAMS OR JOISTS; WITH CLEAR LINE OF SITE IN ALL DIRECTIONS; NO GREATER THAN THIRTY (30) FEET ABOVE THE FINISHED FLOOR; AND AS INDICATED IN NFPA 72. 5. WHERE INDICATED ON THE DRAWINGS - LOCATE CEILING MOUNTED NOTIFICATION APPLIANCES FLUSH WITH THE SUSPENDED CEILING; ALIGNED WITH LIGHTING, SPRINKLERS, AND OTHER ARCHITECTURAL FIXTURES; WITH CLEAR LINE OF SITE IN ALL DIRECTIONS; NO GREATER THAN THIRTY (30) FEET ABOVE THE FINISHED FLOOR; AND AS INDICATED IN NFPA 72. 6. THE REMOTE TEST STATIONS / ANNUNCIATORS ARE FURNISHED BY HOBBY LOBBY, COORDINATE EXACT MOUNTING LOCATION AND HEIGHT OF THE REMOTE TEST STATIONS / ANNUNCIATORS WITH THE OWNER'S REPRESENTATIVE, ELECTRICAL CONTRACTOR, AND AHJ PRIOR TO INSTALLATION. TYPICAL FIRE ALARM MOUNTING HEIGHT DETAIL NOT TO SCALE NAC #8 AL802ULADA AUDIBLENISUAL 24 VDC NAC #7 POWER SUPPLY APS #2 NAC #6 12 VDC 12 VDC BATTERY BATTERY FNAC#5 120VAC - 20A DEDICATED CIRCUIT FROM DISTRIBUTION PANEL NAC #4 AL802ULADA AUDIBLENISUAL 24 VDC NAG #3 POWER SUPPLY APS #1 NAC #2 12 VDC 12 VDC BATTERY BATTERY NAC #1 120VAC - 20A DEDICATED CIRCUIT FROM DISTRIBUTION PANEL 16.5 VAC 40 VA TRANSFORMER IN D8004 ENCLOSURE TELEPHONE CIRCUITS TO RECEIVING STATION V AV08 AV AV08 V AV08 AV AVOS V AVC HC 177 HC 177 HC 177 HC 177 HC 177 AV AV07 V AV07 AV AV07 V AV07 AV AVC HC 177 HC 177 HC 177 HC 177 HC 177 V AVO6 AV AVO6 V AVO6 AV AV06 V AVC HC 177 HC 177 HC 177 HC 177 HC 177 AV AV05 AV AV05 AV05 V AV AV05 75 75 75 30 AV AV04 V AV04 AV AV04 V AV04 AV AV04 HC 177 HC 177 HC 177 HC 177 HC 177 AV AV03 V AV03 AV AV03 V AV03 HC 177 HC 177 HC 177 HC 177 AV AV02 V AV02 AV AV02 AV AV02 AV AV02 V AV02 115 115 115 75 75 75 AV AV01 AAV01 AV01 A AV01 AV01 AV01 AV01 V 115 115 0115 30 1 BOSCH D9412GV4 (FACP) INTEGRAL DIGITAL ALARM COMMUNICATOR TRANSMITTER L � `! W w w w w FAAN FAAN ZONEX #1 TO FIRE ALARM DEVICES AS INDICATED ON NAC FLOOR PLAN SUPERVISION F S APS TROUBLE SUPERVISION 1 FIRE ALARM RISER DIAGRAM FA1.2 NOT TO SCALE 3/4 INCH CONDUIT 314 INCH CONDUIT (MIN.) TO DECK OR (MIN.) TO DECK OR ABOVE CEILING ABOVE CEILING DEDICATED 120 VAC FOR FIRE ALARM 120 VACS SLOW VOLTAGE 120 VAC ALTRONIX AL-802 (FIRE ALARM) BOSCH D1255RB FIRE ALARM RED ENCLOSURE ANNUNCIATOR MOUNTED ON D8109 ENCLOSURE SEE NOTE 6 SEE NOTES 4 & 120 VAC (FIRE ALARM) D8109 RED TWO (2) RJ-31X ENCLOSURE TERMINAL BLOCKS EXPOSED CABLING SEE NOTES 4 & 5 U BOSCH B520 (FIRE ALARM) D8109 RED ENCLOSURE 20 VAC LOW VOL' ALTRONIX AL-802 (FIRE ALARM) RED ENCLOSURE SEE NOTE 6 VOLTAGE VOLTAGE 3/4 INCH CONDUIT (MIN.) TO DECK OR ABOVE CEILING BOSCH B5512 (INTRUSION ALARM) D8103 GRAY ENCLOSURE B520 AUXILIARY POWER SUPPLY MODULE (BATTERY CHARGER) IN D8109 RED ENCLOSURE (-) 12 VDC 12 VDC BATTERY BATTERY 120 VAC FOR INTRUSION ALARM 20 VAC SEE NOTES 7 & 8 u fBAS TERMINAL BLOCK (LIGHTING CONTROLS) 11 _._---ONE (1) RJ-31X -0 TERMINAL BLOCK EXPOSED CABLING NOTES: 1. LOCATE THE FIRE ALARM CONTROL PANEL, FIRE ALARM BATTERY CHARGER, AUXILIARY POWER SUPPLIES, AND INTRUSION ALARM CONTROL PANEL IN THE CONFIGURATION SHOWN ABOVE. IF THIS LAYOUT CAN NOT BE FOLLOWED, CONTRACTOR SHALL IMMEDIATELY BRING TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE AND FIRE PROTECTION ENGINEER (CCI) FOR RESOLUTION. 2. VERIFY THE CONTROL PANEL LAYOUT WITH THE OWNER'S REPRESENTATIVE AND ELECTRICAL CONTRACTOR PRIOR TO INSTALLATION. 3. THE CONTROL PANELS SHALL BE LOCATED ON A 4 FEET X 8 FEET SHEET OF PLYWOOD. THE PLYWOOD IS PROVIDED AND INSTALLED BY OTHERS. 4. PROVIDE A D8004 ENCLOSURE FOR EACH OF THE FIRE ALARM DUPLEX RECEPTACLES IN ACCORDANCE WITH NFPA 72. REFER TO THE D8004 TRANSFORMER ENCLOSURE INSTALLATION INSTRUCTIONS FOR FURTHER DETAIL. 5. COORDINATE INSTALLATION OF DUPLEX RECEPTACLES WITH THE ELECTRICAL CONTRACTOR CONNECTED TO A DEDICATED 120 VAC CIRCUIT FOR THE FIRE ALARM SYSTEM. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES MEASURED HORIZONTALLY BETWEEN THE CENTER OF THE BACK BOXES AND THE ASSOCIATED CABINET TO ALLOW ADEQUATE SPACE FOR THE D8004 TAMPER PROOF ENCLOSURE. 6. PROVIDE HARDWIRED CONNECTIONS TO THE AUXILIARY POWER SUPPLIES UTILIZING THE DEDICATED 120 VAC FIRE ALARM CIRCUIT. 7. COORDINATE INSTALLATION OF DUPLEX RECEPTACLES WITH THE ELECTRICAL CONTRACTOR CONNECTED TO A 120 VAC CIRCUIT FOR THE INTRUSION ALARM SYSTEM. 8. PROPERLY SECURE AND SCREW THE INTRUSION ALARM CONTROL PANEL TRANSFORMER AND SIREN POWER SUPPLY TRANSFORMER INTO DUPLEX RECEPTACLES TO PREVENT UNAUTHORIZED PERSONNEL FROM UNPLUGGING. 9. ALL CABLING INDICATED IN THIS DETAIL SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED. 3 CONTROL PANEL LAYOUT DETAIL FA1.2 NOT TO SCALE 18 VAC 50 VA TRANSFORMER IN D8004 ENCLOSURE FIRE ALARM SYMBOL KEY QTY. ®FIRE FRCP ALARM CONTROL PANEL (BOSCH D9412GV4) WITH 1 INTEGRAL DACT IN RED FIRE ENCLOSURE (BOSCH D8109) FAAN FIRE ALARM ANNUNCIATOR (BOSCH D1255R) 2 APS AUXILIARY POWER SUPPLY (ALTRONIX AL802ULADA) 2 0 POINT OF PROTECTION INPUT TRANSPONDER (POPT) 17 XX (BOSCH D9127U) (XX = PORT POINT ADDRESS) DUAL ACTION MANUAL PULL STATION (FIRELITE BG-12) 1 OPHOTOELECTRIC S SMOKE DETECTOR 1 (SYSTEM SENSOR 2W-B) DUCT -TYPE PHOTOELECTRIC SMOKE DETECTOR (FACTORY INSTALLED AND POWERED BY RTU) 13 5 (S = SUPPLY SIDE) RT REMOTE TEST STATION / ANNUNCIATOR 13 (FURNISHED BY HOBBY LOBBY) (SYSTEM SENSOR RTS2) FS FLOW SWITCH (BY OTHERS) 2 ©S TAMPER SWITCH (BY OTHERS) 3 AV CEILING MOUNTED WHITE AUDIBLENISUAL APPLIANCE 11 XX (XX = CANDELA RATING) (SYSTEM SENSOR PC2W) OXX CEILING MOUNTED WHITE VISUAL APPLIANCE 5 (XX = CANDELA RATING) (SYSTEM SENSOR SCW) HC AV B CEILING MOUNTED WHITE AUDIBLENISUAL APPLIANCE - HIGH 12 XX CANDELA (XX = CANDELA RATING) (SYSTEM SENSOR PC2WH) OHC CEILING MOUNTED WHITE VISUAL APPLIANCE - HIGH CANDELA 3 XX (XX = CANDELA RATING) (SYSTEM SENSOR SCWH) 9 WALL MOUNTED 120VAC EXTERIOR RED AUDIBLENISUAL 1 XX APPLIANCE (XX = CANDELA RATING) (SYSTEM SENSOR P2RHK-120) SEX FIRE ALARM PLENUM RATED CONDUCTORS (RED IN COLOR) FIRE ALARM CONDUCTORS LISTED FOR WET LOCATION 1N EXISTING FLEX CONDUIT JUNCTION BOX END OF LINE RESISTOR CEILING HEIGHT CHART ROOM NO. ROOM DESCRIPTION CEILING HEIGHT 101 SALES FLOOR OPEN TO DECK 102 FRAME ROOM 8'4" 103 INSTRUCTIONAL AREA 9'-0" 104 MEN'S ROOM 8'-0" 105 WOMEN'S ROOM 8'-0" 106 ALCOVE 8'-0" 107 EMPLOYEE LOUNGE 8'-0" 108 JANITOR CLOSET 8'-0" 109 ALCOVE 8'-0" 110 MANAGER'S OFFICE 9'4" 111 CASH OFFICE 9'4" 112 MEZZANINE OPEN TO DECK 113 STAGING AREA OPEN TO DECK 114 RECEIVING AREA OPEN TO DECK 115 ELECTRICAL ROOM OPEN TO DECK 116 VESTIBULE 10'-8" 117 SPRINKLER ROOM OPEN TO DECK FIRE ALARM SHEET INDEX SHEET # DESCRIPTION FA1.0 FIRE ALARM PLAN FAI A FIRE ALARM NOTES, PROGRAMMING AND CALCULATIONS FA1.2 FIRE ALARM MATRIX AND RISER DIAGRAM FA1.3 FIRE ALARM DETAILS FAI A FIRE ALARM CONTROL PANEL LAYOUT CONTRACTOR INFORMATION CONTRACTOR NAME: SOUTHEAST SECURITY CORPORATION ADDRESS: 1385 WOLF CREEK TRAIL, PO BOX 326 SHARON CENTER, OH 44274 TELEPHONE NUMBER: 330-2394600 FAX NUMBER: 330-239-4660 STATE CONTRACTOR LICENSE NUMBER AND CLASSIFICATION: EF0001036 ALARM SYSTEM CONTRACTOR 1 BUSINESS LICENSE NUMBER AND CLASSIFICATION: 051870 INSTALLATION ELECTRONIC EQUIPMENT UL MONITORING CENTER INFORMATION MONITORING COMPANY NAME: VECTOR SECURITY INC ADDRESS: 3400 MCKNIGHT EAST DRIVE PITTSBURGH, PA 15237 TELEPHONE NUMBER: (703) 468-6100 UL NUMBER: 544986-001 CODE CONSULTANTS, INC. 2043 WOODLAND PKWY, SUITE 300 ST. LOUIS, MISSOURI 63146-4235 314-991-2633 www.codeconsultants.com ♦♦♦rrr a 11111111�, G0e P. No 68105 '13' STATE OF :-4t/ i is ORip?�`_``� t6'7-3 13 DATE: 10/23/13 FIRE PROTECTION ENGINEER OF RECORD: JACOB P. HEMKE, PE LICENSE NO.68105 CODE CONSULTANTS, INC. 2043 WOODLAND PKWY, SUITE 300 ST. LOUIS, MO 63146-4235 PHONE:314-991-2633 CORPORATE CERTIFICATE OF AUTHORITY NO.7588 THIS DRAWING WAS PREPARED FOR USE ON THIS SPECIFIC SITE FOR HOBBY LOBBY AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. PERMIT 10-23-13 BID 09-04-13 No. Issue Date Project Name HOBBY LOBBY 7333 GALL BOULEVARD ZEPHYRHILLS, FL 33541 Drawing Title FIRE ALARM MATRIX AND RISER DIAGRAM Project Number: 130452.07.000 Drawn By Checked by JLS PTK Scale Date AS INDICATED 08-30-13 Sheet no FA1.2 P1 ;;alb !I IY j�) I It,I1'; SEE NOTE 3 SEE NOTE 2 SEE NOTE 1 NOTES: 1. INSTALL A RECESSED 4 INCH BY 1-1/2 INCH DEEP SQUARE BOX WITH 113 PLASTER RING MEASURED TO THE CENTER OF OPERATING FEATURES. 2. STUB 3/4 INCH CONDUIT INSIDE THE WALL TO A 4 INCH SQUARE BOX WITH BLANK COVER. 3. INSTALL A 4 INCH SQUARE BOX 1 FOOT ABOVE SUSPENDED CEILING; OR 16 FEET ABOVE FINISHED FLOOR IF A SUSPENDED CEILING IS NOT PROVIDED. FLUSH MOUNTED FIRE ALARM ANNUNCIATOR DETAIL NOT TO SCALE DATA (IN) SEE NOTE DATA (OUT) SUSPENDED CEILING_ SEE NOTE 2 J If MAX 4' 0" SEE NOTE 1 (48") & MIN 3'-6" (42") FINISHED FLOOR NOTES: 1. INSTALL A RECESSED 4 INCH SQUARE BOX WITH A SINGLE GANG TRIM RING MEASURED TO CENTER OF OPERATING MECHANISM. 2. STUB 314 INCH CONDUIT INSIDE THE WALL TO A 4 INCH SQUARE BOX WITH BLANK COVER. 3. INSTALL A 4 INCH SQUARE BOX WITH POPIT DEVICE INSIDE 1 FOOT ABOVE SUSPENDED CEILING; OR 16 FEET ABOVE FINISHED FLOOR IF A SUSPENDED CEILING IS NOT PROVIDED. FLUSH MOUNTED MANUAL PULL STATION DETAIL NOT TO SCALE 4 I EXTERIOR WALL SEE NOTE 1 POPIT MODULES IN RED FIRE ENCLOSURE Fr (D8109) `1 IP rdL _ ' SEE NOTE 4 SEE NOTE 3 it !� 1 - SEN +E4 ♦ / GRADE I i I I r, I L NOTES: 1. PROVIDE MONITORING OF ALL TAMPER SWITCHES (BY OTHERS) ON THE EXTERIOR BACKFLOW PREVENTER AND YARD POST INDICATING VALVE. COORDINATE WIRING CONNECTIONS WITH THE GENERAL CONTRACTOR AND SITE CIVIL CONTRACTOR. 2. COORDINATE EXACT LOCATION AND QUANTITIES OF CONTROL VALVES WITH THE FIRE SPRINKLER CONTRACTOR PRIOR TO INSTALLATION. PROVIDE ADDITIONAL POPIT MODULES AS NEEDED TO ELECTRONICALLY MONITOR ALL SPRINKLER TAMPER SWITCHES. 3. PROVIDE A RED D8109 CABINET TO HOUSE POPIT MODULES ASSOCIATED WITH THE FIRE SPRINKLER SYSTEM MONITORING. LOCATE D8109 CABINET ADJACENT TO THE FIRE SPRINKLER RISER LOCATED IN THE STAGING AREA. THE CABINET SHALL ME MOUNTED 48 INCHES (MEASURED FROM THE BOTTOM OF THE CABINET) ABOVE FINISHED FLOOR. 4. REUSE THE EXISTING FLEXIBLE CONDUIT FROM THE TAMPER SWITCHES TO THE INTERIOR OF THE BUILDING. THE NEW FIRE ALARM CABLING SHALL BE LISTED FOR WET LOCATIONS. EXTERIOR FIRE SPRINKLER SYSTEM DETAIL NOT TO SCALE / 120 VAC WATERFLOW ALARM NOTIFICATION APPLIANCE + WATERFLOW SWITCH ^� + NC NC TO INPUT MODULE/FACP ONO N0& C C Z-i END OF LINE 120 VAC CIRCUIT RESISTOR (UNSWITCHED SOURCE) NOTES: 1. THE "NC" AND "NO" MARKINGS ON THE SWITCH ARE FOR AN ALARM CONDITION. 2. THE CONTACTS ARE REVERSED WHEN THE DEVICE IS IN THE NORMAL CONDITION. 3. THE 120 VAC CIRCUIT FOR THE WATERFLOW NOTIFICATION APPLIANCE SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR FROM AN UNSWITCHED POWER SOURCE. WEATHERPROOF EXTERIOR NOTIFICATION DETAIL NOT TO SCALE SEE NOTE 4 DATA (IN) SEE NOTE 3 DATA (OUT) SUSPENDED CEILING_ SEE NOTE 2 J- MAX 4'-0" SEE NOTE i (48") 8 MIN T-1 (42") I, FINISHED FLOOR NOTES: 1. INSTALL A 4 INCH SQUARE BOX MEASURED TO CENTER OF OPERATING MECHANISM. 2. STUB 314 INCH CONDUIT TO A 4 INCH SQUARE BOX WITH BLANK COVER. 3. INSTALL A 4 INCH SQUARE BOX WITH POPIT DEVICE INSIDE 1 FOOT ABOVE SUSPENDED CEILING; OR 16 FEET ABOVE FINISHED FLOOR IF A SUSPENDED CEILING IS NOT PROVIDED. SURFACE MOUNTED MANUAL PULL STATION DETAIL NOT TO SCALE ,A SEE NOTE SEE NOTE SECTION A -A SEE NOTE 4 NOTES: 1. WALL ASSEMBLY - MINIMUM 6 INCH THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS. 2. CABLES - AGGREGATE CROSS SECTIONAL AREA OF CABLES IN SMOOTH SLEEVE TO BE MINIMUM 8 PERCENT TO MAXIMUM 48 PERCENT OF THE AGGREGATE CROSS -SECTIONAL AREA OF THE SMOOTH SLEEVE. CABLING SHALL BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. SEE UL FIRE RESISTANCE DIRECTORY FOR SPECIFIC CABLING TYPES, SIZES AND QUANTITIES. 3. FIRESTOP DEVICE - SMOOTH STEEL DEVICE INCORPORATING FLAT WASHERS SECURED BY SLIDING COMPRESSION COUPLERS. DEVICE SHALL BE INSTALLED AROUND CABLES IN ACCORDANCE WITH ACCOMPANYING INSTALLATION INSTRUCTIONS. DEVICE PROVIDED IN NOM 1, 2 AND 4 INCH SIZES. MAXIMUM DIAMETER OF OPENING IN WALL FOR 1, 2, AND 4 INCH SIZE DEVICES ARE 1-1/4, 2-7/16 AND 4-1/2 INCHES RESPECTIVELY. MANUFACTURER MATERIAL - UNIQUE FIRESTOP PRODUCTS INC - SMOOTH SLEEVE. 4. FILL,VOID OR CAVITY MATERIALS (PUTTY) - MINIMUM 1 INCH THICKNESS OF FILL MATERIAL APPLIED WITHIN THE SMOOTH SLEEVE, FLUSH WITH BOTH ENDS. MANUFACTURER MATERIAL - HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP 618 (OR) UNIQUE FIRESTOP PRODUCTS INC - UNIQUE FIRESTOP PUTTY. 5. CONSULT CURRENT UL FIRE RESISTANCE DIRECTORY (SPECIFICALLY W-J-3109 FOR DETAILS). 10 FIRESTOP PENETRATION DETAIL (OPEN CABLING / CONCRETE) FA1.3 NOT TO SCALE SEE NOTE ROOF L m AUDIBLE/VISUAL (OUT) AUDIBLENISUAL (OUT BAR JOIST AUDIBLENISUAL (IN) AUDIBLENISUAL (IN) J J CEILING LINE AND/OR AV SEE NOTE 2 SEE NOTE 1 Ay BOTTOM OF STRUCTURE SEE NOTE 3-/ SEE NOTE 3 BUILDING WALL BUILDING WALL - STRUCTURE MOUNTED CEILING MOUNTED NOTES: 1. INSTALL A 4 INCH SQUARE BOX ON BOTTOM OF STRUCTURE, AWAY FROM OBSTRUCTIONS, AND AS INDICATED ON FLOOR PLANS. 2. INSTALL A 4 INCH SQUARE BOX WITH A CADDY #512 T-BAR HANGER FOR SUPPORT ON CENTER OF SUSPENDED CEILING TILE, AWAY FROM OBSTRUCTIONS, AND AS INDICATED ON FLOOR PLANS. 3. THE CEILING MOUNTED NOTIFICATION APPLIANCES SHALL BE INSTALLED ALIGNED AESTHETICALLY WITH THE CEILING LIGHTING, SPRINKLERS, AND OTHER FIXTURES. ENSURE THE NOTIFICATION APPLIANCES ARE INSTALLED A MINIMUM OF ONE (1) FOOT FROM THE SURFACE MOUNTED STRIP LIGHTS TO AVOID OBSTRUCTION. COORDINATE INSTALLATION OF ALL CEILING MOUNTED FIRE ALARM NOTIFICATION APPLIANCES WITH THE ARCHITECTURAL DRAWINGS AND ALL OTHER TRADES PRIOR TO INSTALLATION. 3 CEILING MOUNTED NOTIFICATION APPLIANCE DETAIL FA1.3 NOT TO SCALE D4120 DUCT DETECTOR D4S SENSOR DUCT DETECTOR (FACTORY INSTALLED) DUCT DETECTOR (SUPPLY) FACTORY PRE -WIRED RR- - mmmm mmmm RTS2 Y Y R+ B- Y Y R+ B- POWER BOARD REMOTE TEST SENSOR #1 SENSOR #2 r STATION I AUX + 120 VAC AUX - W F- S TO 24V 1120VAC "' z z o o SOURCE IN AHU a Q a < (BY OTHERS) ACC - 2 11 75 12 7 20 19 L E ACC + 24AC/DC L___ Fmmfm ii 3 � i6 UZ U Z Z U Z Z U ZSUPERVISORY AUX A AUX B TO ASSOCIATED PORT NOTES: IN D8109 CABINET 1. DUCT SMOKE DETECTORS SHALL BE POWERED FROM THE ASSOCIATED AIR HANDLING UNIT (AHU) AND MONITORED BY THE FIRE ALARM CONTROL PANEL (FACP). 2. THE FACP SHALL SUPERVISE ALL POWER CONNECTIONS AND TROUBLE CONDITIONS. 3. LOSS OF POWER TO A DUCT DETECTOR (AHU SUPPLIED POWER) SHALL TRANSMIT A TROUBLE CONDITION TO THE FACP. KT-� DUCT DETECTOR WIRING DETAIL ,A ""TE 4 SEE ►a SEE N NOT TO SCALE SECTION A -A E 1A E 1A NOTES: 1. WALL ASSEMBLY - THE 1 OR 2 HOUR FIRE -RATED GYPSUM WALLBOARD / STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS IN THE MANNER SPECIFIED IN ACCORDANCE WITH THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 X 4 INCH LUMBER SPACED 16 INCHES ON CENTER. STEEL STUDS TO BE MINIMUM 2-1/2 INCH WIDE AND SPACED MAXIMUM 24 INCHES ON CENTER. B. GYPSUM BOARD - NOM 5/8 INCH THICK GYPSUM BOARD, WITH SQUARE OR TAPERED EDGES. THE GYPSUM BOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300, U400, OR V400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAXIMUM DIAMETER OF OPENING IS 5-1/2 INCHES WHEN SLEEVE (ITEM 2) IS EMPLOYED. MAXIMUM DIAMETER OF OPENING IS 4 INCHES WHEN SLEEVE (ITEM 2) IS NOT EMPLOYED. 2. METALLIC SLEEVE (OPTIONAL) - NOM 4 INCH DIAMETER (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING (EMT) OR SCHEDULE 5 (OR HEAVIER) STEEL PIPE OR MINIMUM 0.016 INCH THICK GALVANIZE STEEL SLEEVE INSTALLED FLUSH WITH WALL SURFACES. THE ANNULAR SPACE BETWEEN STEEL SLEEVE AND PERIPHERY OF OPENING SHALL BE MINIMUM 0 INCHES (POINT CONTACT) TO MAXIMUM 1 INCH. WHEN SCHEDULE 5 STEEL PIPE OR EMT IS USED, SLEEVE MAY EXTEND UP TO 18 INCHES BEYOND THE WALL SURFACES. 3. CABLES - AGGREGATE CROSS SECTIONAL AREA OF CABLE IN OPENING TO BE MAXIMUM 45 PERCENT OF THE CROSS SECTIONAL AREA OF THE OPENING. THE ANNULAR SPACE BETWEEN THE CABLE BUNDLE AND THE PERIPHERY OF THE OPENING TO BE MINIMUM 0 INCHES (POINT CONTACT) TO MAXIMUM 1 INCH. CABLES TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY. SEE UL FIRE RESISTANCE DIRECTORY FOR SPECIFIC CONDUIT TYPES, SIZES AND QUANTITIES. 4. FILL, VOID OR CAVITY MATERIAL (SEALANT OR PUTTY) - FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH EACH END OF THE STEEL SLEEVE OR WALL SURFACE. FILL MATERIAL INSTALLED SYMMETRICALLY ON BOTH SIDES OF THE WALL. A MINIMUM 5/8 INCH THICKNESS OF SEALANT IS REQUIRED FOR THE 1 OR 2 HOUR F RATING. AN ADDITIONAL 1/2 INCH DIAMETER BEAD OF FILL MATERIAL SHALL BE APPLIED AROUND THE PERIMETER OF SLEEVE ON BOTH SIDES OF THE WALL WHEN SLEEVE EXTENDS BEYOND SURFACE OF WALL. MANUFACTURER MATERIAL - HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP601S, CP606, FS-ONE SEALANTS OR CP618 PUTTY. 5. CONSULT CURRENT UL FIRE RESISTANCE DIRECTORY (SPECIFICALLY W-L-3065 FOR DETAILS). 11 FIRESTOP PENETRATION DETAIL (OPEN CABLING / WALL) NOT TO SCALE DECK MOUNTED POWER/DATA (IN) SEE NOTE 2 BUILDING WALL I DIED FLOOR CEILING MOUNTED NOTES: 1. INSTALL A 4 INCH SQUARE BOX ON BOTTOM OF DECK, AWAY FROM OBSTRUCTIONS, AND AS INDICATED ON FLOOR PLANS. 2. INSTALL A 4 INCH SQUARE BOX WITH A CADDY #512 T-BAR HANGER FOR SUPPORT ON CENTER OF SUSPENDED CEILING TILE, AWAY FROM OBSTRUCTIONS, AND AS INDICATED ON FLOOR PLANS. 4 SMOKE DETECTOR DETAIL FA1.3 NOT TO SCALE SEE NOTE 4' i S S L I n �. 71 SEE NOTE 4 ILI L-1 L-1 LL r DATA (IN) DATA (OUT) �- SEE NOTE 6 SEE NOTE 5 POPIT MODULES IN RED FIRE ENCLOSURE (D8109) TO EXTERIOR BACKFLOW PREVENTER CONTROL VALVE TAMPER SWITCHES. SEE THIS SHEET FOR CONTINUATION SEE NOTE 7 f i l NOTES: 1. TYPICAL SPRINKLER DETAIL ONLY SHOWS EQUIPMENT FOR INFORMATIONAL PURPOSES AND IS NOT SPECIFIC TO THIS LOCATION. COORDINATE SPECIFIC DETAILS OF ALL PROPOSED EQUIPMENT WITH THE FIRE SPRINKLER CONTRACTOR PRIOR TO INSTALLATION. 2. COORDINATE EXACT LOCATION AND QUANTITIES OF CONTROL VALVES AND WATERFLOW SWITCHES WITH THE FIRE SPRINKLER CONTRACTOR PRIOR TO INSTALLATION. PROVIDE ADDITIONAL POPIT MODULES AS NEEDED TO ELECTRONICALLY MONITOR ALL SPRINKLER WATERFLOW AND TAMPER SWITCHES. 3. PROVIDE A RED D8109 CABINET TO HOUSE POPIT MODULES ASSOCIATED WITH THE FIRE SPRINKLER SYSTEM MONITORING. LOCATE D8109 CABINET ON WALL WITH BOTTOM AT 48 INCHES ABOVE FINISHED FLOOR. 4. PROVIDE 1/2 INCH FLEXIBLE METALLIC CONDUIT FROM EACH WATERFLOW SWITCH AND GROUP OF TAMPER SWITCHES TO D8109 CABINET. 5. STUB A 314 INCH CONDUIT TO A 4 INCH SQUARE BOX WITH BLANK COVER. 6. INSTALL A 4 INCH SQUARE BOX 1 FOOT ABOVE SUSPENDED CEILING; OR 16 FEET ABOVE FINISHED FLOOR IF A SUSPENDED CEILING IS NOT PROVIDED. 7. PROVIDE METALLIC CONDUIT TO THE JUNCTION BOX ON THE EXTERIOR WALL FROM THE D8109 CABINET. REUSE THE EXISTING FLEXIBLE CONDUIT FROM THE TAMPER SWITCHES TO THE INTERIOR OF THE BUILDING. THE NEW FIRE ALARM CABLING SHALL BE LISTED FOR WET LOCATIONS. 8 TYPICAL SPRINKLER DETAIL FA1.3 NOT TO SCALE NOTES: 1. FOR CEILING MOUNTED SMOKE DETECTORS AND OCCUPANT NOTIFICATION APPLIANCES IN AREAS WITH SUSPENDED CEILINGS. JUNCTION BOX MOUNTING DETAIL NOT TO SCALE CONTRACTOR INFORMATION CONTRACTOR NAME: SOUTHEAST SECURITY CORPORATION ADDRESS: 1385 WOLF CREEK TRAIL, PO BOX 326 SHARON CENTER, OH 44274 TELEPHONE NUMBER: 330-239-4600 FAX NUMBER: 330-239-4660 STATE CONTRACTOR LICENSE NUMBER AND CLASSIFICATION: EF0001036 ALARM SYSTEM CONTRACTOR I BUSINESS LICENSE NUMBER AND CLASSIFICATION: 051870 INSTALLATION ELECTRONIC EQUIPMENT UL MONITORING CENTER INFORMATION MONITORING COMPANY NAME: VECTOR SECURITY INC ADDRESS: 3400 MCKNIGHT EAST DRIVE PITTSBURGH, PA 15237 TELEPHONE NUMBER: (703) 468-6100 UL NUMBER: 544986-001 FIRE ALARM SHEET INDEX SHEET # DESCRIPTION FA1.0 FIRE ALARM PLAN FA1.1 FIRE ALARM NOTES, PROGRAMMING AND CALCULATIONS FA1.2 FIRE ALARM MATRIX AND RISER DIAGRAM FA1.3 FIRE ALARM DETAILS FA1.4 FIRE ALARM CONTROL PANEL LAYOUT CODE CONSULTANTS, INC. 2043 WOODLAND PKWY, SUITE 300 ST. LOUIS, MISSOURI 63146-4235 314-991-2633 www.codeconsultants.com PIllrii��i GOB HFi� ��i ��'•�,�C•E NSF• No 68105 :xz �1STATE OF '41J Z A � t41 [lilt, 2(3 DATE: 10/23/13 FIRE PROTECTION ENGINEER OF RECORD: JACOB P. HEMKE, PE LICENSE N0.68105 CODE CONSULTANTS, INC. 2043 WOODLAND Pill SUITE 300 ST. LOUIS, NIO 63146-4235 PHONE:314-991-2633 CORPORATE CERTIFICATE OF AUTHORITY NO.7588 THIS DRAWING WAS PREPARED FOR USE ON THIS SPECIFIC SITE FOR HOBBY LOBBY AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. PERMIT 10-23-13 BID 09-04-13 No. Issue Date Project Name HOBBY LOBBY 7333 GALL BOULEVARD ZEPHYRHILLS, FL 33541 Drawing Title FIRE ALARM DETAILS Project Number: 130452.07.000 Drawn By Checked by JLS PTK Scale Date AS INDICATED 08-30-13 Sheet no FA1 .3 AL802ULADA AL802ULADA AUXILIARY POWER SUPPLY #2 AUXILIARY POWER SUPPLY #1 1 SW1 0 SW1 OPEN = 24V XFMR m OPEN = 24V XFMR CLOSED =12V CLOSED =12VFr WHITE PLL WHITE VR1 LEAD VR1 LEAD AC TROUBLE AC TROUBLE DELAY OPTION + DC - + BAT - AC AC BLACK DELAY OPTION + DC - + BAT - AC AC BLACK LEAD LEAD DC ♦ } ♦ AC DC ACGREEN v a G LEAD LEAD (GROUND) _ (SEE NOTE 4) (GROUND) - (SEE NOTE 4) 0 0 0 0 0 04 0 0 0 0 + DC - + BAT - AC AC ` L G 0 SEE ENLARGED DIP 2-1 z LL ALEX SWITCH SETTINGS ON RESET AL802LGK THIS SHEET U Z NC s U C' Z Z Z Z U Z NO U cn U) N ch @ @ @ > > > > + �, cv DRY „1" (+) (+) (+) (+) z z z z @ @ @ @ DRY "2" U Z AV AV AV AV AUDIBLE / VISUAL 1K EOLR V V V V 00 00 2.2K 2.2K 2.2K 2.2K EOLR EOLR EOLR EOLR CIR #5 CIR #6 CIR #7 CIR #8 +) () (+) ( ) 12 VDC 12 VDC BATTERY BATTERY D192G AUDIBLE / VISUAL CIRCUIT SUPERVISION MODULE I------� CIRCUIT (-) CIRCUIT (+) COMO • EXT POWER IN ALARM TRIG 0 SUPERVISORY ZONE II COMMON AUX POWER IN 0000 O m M _ > e 2_o 0 0 0 O O + DC - + BAT - 0-IE= AC AC z z ALEX SEE ENLARGED IF RESET AL802LGK SWITCH SETTINGS ON THIS SHEET U Z NC J + + C m N N U � Z Z Z Z U Z - cU)U) � In � @@@@ NO U 0 0 0 0 F_ ,_. IN F DRY "1" (+) - (+) - (+) - (+) a MW of DRY „7 @ @ @ @ U Z tf V V V V 00 00 2.2K 2.2K 2.2K 2.2K EOLR EOLR EOLR EOLR CIR #1 CIR #2 CIR #3 CIR #4 SYSTEM SENSOR MDL3 SYNC. MOD, AUDIBLE ZONE 1 OUT CONTROL ZONE 1 IN ZONE 2 OUT 0 ONE 2 IN NAC SLAVE IN SLAVE IN o SLAVE OU B a aw w �O D8004 ENCLOSURE (SEE NOTE 2' D1640 16.5 VA 40VA GREEN TO ZONE 5 FOR APS TROUBLE MONITORING 12 VDC 12 VDC BATTERY BATTERY SEE NOTES 1A AUXILIARY POWER SUPPLY #2 DIP SWITCH SETTINGS AS FOLLOWER AUXILIARY POWER SUPPLY #1 DIP SWITCH SETTINGS "SYSTEM SENSOR" "SYSTEM SENSOR" OFF ON OFF ON OFF ON OFF ON 1 OUT 1 OUT 3 1 1 m OUT 1 OUT 3 1 2 INPUT SELECT 2 2 m INPUT SELECT 2 m 3 TEMPORAL 3 31 TEMPORAL 3 rr 4 STROBE SYNC 4 4 STROBE SYNC 4 IN > OUT SYNC IN > OUT SYNC OFF ON OFF ON OFF ON OFF ON 1 C OUT 2 OUT 4 1 F 1 r ar OUT 2 OU7 4 1 2 INPUT SELECT 2 m 2 INPUT SELECT 2 31 TEMPORAL 3I 3m TEMPORAL 3 4 STROBE SYNC 4E-171 4 STROBE SYNC 4 [ IN > OUT SYNC IN > OUT SYNC ENLARGED DIP SWITCH SETTINGS NOT TO SCALE FOIU267744-00a Incorrect wiring will ------------------- (LEDs damage thisequlpmmL WARNING!To pro~ risk of Suitable for dry Indoor BOSCH electric shock, Off when Normal use only. disconnect AC power supervised.Devices be by any D9412GV4 before swvldn& -____ and telephone HIM power output must ------------ ]I 10.2 VDC - Battery Load Shed Commercial Probcbd-Premises Control Panel Refer to GV4 Series Control Panels Approved Applications Compliance Guide for RED POWER + 36 YELLOW - Charging Status System Wiring Diagram, Issue A and for compatible smoke detectors, 2-wire Compatible Identifier A. Minimum system requirements for Classification in accordance with ANSI/SIA CP-01-2010 YELLOW DATA BUS A 35 RED - Low Battery - 12.1 VDC UL Listed and Classified control unit Model D9412GV4, D7412GV4, or D7212GV4; ky UL Listed and Classed keypad Model D1256, D1257, D1260, D1255, D1255R, or D1255RB; UL Listed Local Bell H CLASS 2 TRANSFORMER POWER SUPPLY REQUIREMENTS GREEN DATA BUS B O16JS VAC 40 VA 60 Hz ' Model D1640 The Power Supply provides a maximum of 1.4 Amps BLACK COMMON 33 Infernally Fused' Do not short for the Control Panel and all Accessory Devices. For O2 Raquhys Uruwitched outlet System Loading, refer to the GV4 Series Control Do not share with other equipment. Panel Installation and Operation Guide. L------------------- SDI2 Connector 03 + AUX POWER All external connections except Terminal (5) (battery positive) are inherently power limited. Requirements for battery standby time might reduce allowable output. SDI Connector OBATTERY NEGATIVE ONLY WARNING! CAUTION-s Avoid damage to Panel. Multi -Battery installation requires Battery. Replace every 3 to Do not connect 24 V to terminals. Model D122 or D122L Dual Battery 5 years with one or two Model RED POWER + 32 OMaximum charging current 1.4 A Harness. Improper installation can D126 or D121812 V Lead Acid BATTERY POSITIVE ONLY be a fire hazard. Batteries. This equipment should be installed in accordance with the NFPA 70 (National Electrical Code) and YELLOW DATA BUS A 31 © RELAY A PROGRAMMABLE OUTPUTS NFPA 72 (National Fire Alarm Code). N Terminals Not suitable for remote station protected premises services where separate transmission circuits GREEN DATA BUS B 30 ORELAY B © and O are required for fire, supervisory (when applicable) and trouble signals when using D185. SWITCHED AUX The D9412GV4 Control Panel is UL Listed For Central Station, Remote Station, Local, Auxiliary, BLACK COMMON 29 Proprietary, and Household Fire Alarm, and Central Station, Local, Proprietary, ® RELAY C Terminal ® Police Station Connect, Household Burglar Alarm and Encrypted Line Security when communicating via a network. NFPA ZONEX OUT 1 System is Intended to be checked by a Qualified Technician at least every 3 years. Style 4.0 9 COMMON The types of Initiating circuits the control panel has been 0 approved for are A, M, W. SS. Signaling The types of signaling the control panel has been approved for are DAC, OT, NC, RevPol. Line ZONEX IN 1 1 ON -BOARD POINTS VOLTAGE RANGES Circuits �0 EARTH O 1.0 kit Resistor Open 3.7 - 5.0 VDC Short 0.0 -1.3 VDC Required at End of Line Normal 2.0.3•0 VDC ZONEX OUT 2 26 S4 GROUND FAULT DETECT Point 1 Point Z Point 3 Point 4 Point 5 Point 6 Point 7 Point 8 Enabled 1, Dlimbled Me ZONEX IN 2 O PHONE LINE SEIZED LED Pulses when Normal ON when communicating Flickers when ZONEX POWER + 0 OFF when Idle Ringing 0 OTIP 0 RING li 12 13 14 15 16 17 18 19 20 21 22 0 ZONEX COMMONO 3 TELCO CORD MODEL D161 D928 DUAL PHONE BLACK LINE SWITCHER (SEE NOTE 6) RJ31X I = PRIMARY PHONE JACK 0 SECONDARY RJ31X = 0 PHONE JACK 0 ° CONTROLLER 10 9 6 7 6 5 4 3 2 , z+ m ¢¢ mz z¢ m Ir �a a� tLM Mz z w 3: 00 00 0M g0 0 0 0�0000 J J J J 0 0 x zz IL 0- 3. IIICn III ' O 2/ APS TROUBLE MONITORING FIRE ALARM CONTROL PANEL LAYOUT NOT TO SCALE ®®®®®®®® SEE NOTE 7 B520 AUXILIARY POWER SUPPLY MODULE (BATTERY CHARGER) OTENS ONES C 0 0 9 1 9 1 31 8�� 2 8� 2 0 BATT 1 7- I I /,(3 7 3 o 0 6 5 4 87-5�4 0 E:1 ❑ � BATT 2AC 0 0 o O o�1 0000 TAMPER < w UuMnu00 AUX POWER SDI2 OUT SDI2 IN BAIT 1 BATT 2 U Elm ME M NJ HINININnvi mm lox]i= is �i�i • RED YELLOW GREEN� BLACK ZONEX #1 D8125 POPEX MODULE LOOP (-) LOOP (-) 0 LOOP (+) LOOP (+ m COMMON LOOP DATA OUT LOOP - IN D9127U LOOP 4 AUX POWER PORTS LOOP 4ZONE - ZONE �{ LO P LOOP - D9127U LOOP 4 PORTS LOOP 4 ZONE - ZONE 4 D9127U LOOP PORTS LOOP ZONE ZONE LOOP LOOP D9127U LOOP PORTS LOOP ZONE ZONE (+) 0 12 VDC BATTERY D1255RB KEYPAD MOUNTED ON CONTROLPANEL TO DEVICES IN FIELD ■ ■ TO DEVICES INFIELD TO DEVICES IN FIELD • ■ TO DEVICES IN FIELD 09 TO 127 PORTS 12 VDC BATTERY D8004 ENCLOSURE (SEE NOTE 3' TR1850 18 VAC 50VA FIRE ALARM CONTROL PANEL LAYOUT NOTES 1. THE FIRE ALARM CONTROL PANEL SHALL BE LOCATED IN A D8109 RED FIRE ENCLOSURE BOX. 2. PROVIDE 16.5 VAC TRANSFORMER IN D8004 TRANSFORMER ENCLOSURE CONNECTED TO A DEDICATED 120 VAC DUPLEX OUTLET FOR THE FIRE ALARM CONTROL PANEL (FACP). THE DEDICATED CIRCUIT DISCONNECT SHALL BE RED IN COLOR, LABELED "FIRE ALARM CIRCUIT' AND HAVE A LOCKABLE TAB TO PREVENT ANY UNAUTHORIZED TAMPERING. IDENTIFY THE LOCATION OF THE CIRCUIT DISCONNECT AT THE FACP. 3. PROVIDE 18 VAC TRANSFORMER IN D8004 TRANSFORMER ENCLOSURE CONNECTED TO A DEDICATED 120 VAC DUPLEX OUTLET FOR THE AUXILIARY POWER SUPPLY MODULE (BATTERY CHARGER). THE DEDICATED CIRCUIT DISCONNECT SHALL BE RED IN COLOR, LABELED "FIRE ALARM CIRCUIT" AND HAVE A LOCKABLE TAB TO PREVENT ANY UNAUTHORIZED TAMPERING. IDENTIFY THE LOCATION OF THE CIRCUIT DISCONNECT AT THE BATTERY CHARGER. 4. CONNECT PRIMARY SIDE OF TRANSFORMER TO DEDICATED 120 VAC - 20A CIRCUITS USING WIRE NUTS. CONNECT EARTH GROUND TO THREADED GROUND STUD ON LEFT SIDE OF ENCLOSURE. THE DEDICATED CIRCUIT DISCONNECT SHALL BE RED IN COLOR, LABELED "FIRE ALARM CIRCUIT" AND HAVE A LOCKABLE TAB TO PREVENT ANY UNAUTHORIZED TAMPERING, IDENTIFY THE LOCATION OF THE CIRCUIT DISCONNECT AT EACH ASSOCIATED APS. 5. PROVIDE THE SERVICE PHONE NUMBER STICKER ON THE SURFACE OF THE FACP. 6. PROVIDE THE ASSOCIATED PHONE NUMBER USING PRINTED LABEL DIRECTLY ON THE RJ-31X BOXES. 7. PROVIDE D8109 RED FIRE ENCLOSURE TO HOUSE B520 AUXILIARY POWER SUPPLY MODULE (BATTERY CHARGER) AND TWO (2)12 VDC 12 AH BATTERIES FOR FACP. FIRE ALARM SHEET INDEX SHEET # DESCRIPTION FA1.0 FIRE ALARM PLAN FA1.1 FIRE ALARM NOTES, PROGRAMMING AND CALCULATIONS FA1.2 FIRE ALARM MATRIX AND RISER DIAGRAM FA1.3 FIRE ALARM DETAILS FA1.4 FIRE ALARM CONTROL PANEL LAYOUT CONTRACTOR INFORMATION CONTRACTOR NAME: SOUTHEAST SECURITY CORPORATION ADDRESS: 1385 WOLF CREEK TRAIL, PO BOX 326 SHARON CENTER, OH 44274 TELEPHONE NUMBER: 330-239-4600 FAX NUMBER: 330-239-4660 STATE CONTRACTOR LICENSE NUMBER AND CLASSIFICATION: EF0001036 ALARM SYSTEM CONTRACTOR BUSINESS LICENSE NUMBER AND CLASSIFICATION: 051870 INSTALLATION ELECTRONIC EQUIPMENT UL MONITORING CENTER INFORMATION MONITORING COMPANY NAME: VECTOR SECURITY INC ADDRESS: 3400 MCKNIGHT EAST DRIVE PITTSBURGH, PA 15237 TELEPHONE NUMBER: (703) 468-6100 UL NUMBER: 544986-001 D1255RB KEYPAD MOUNTED AT FRONT ENTRANCE CODE CONSULTANTS, INC. 2043 WOODLAND PKWY, SUITE 300 ST. LOUIS, MISSOURI 63146-4235 314-991-2633 www.codeconsultants.com p�' P'rH,- Iola C•E•N Sic •.�'�� oo No 68105o �-0• •Q_► STATE OF 44/- ` �''ss ••• ,,•, J rr II ,v�2 DATE: 1 W23/13 FIRE PROTECTION ENGINEER OF RECORD: JACOB P. HEMKE, PE LICENSE NO.68105 CODE CONSULTANTS, INC. 2043 WOODLAND PK1NY, SUITE 300 ST. LOUIS, MO 63146-4235 PHONE:314-991-2633 CORPORATE CERTIFICATE OF AUTHORITY NO.7588 THIS DRAWING WAS PREPARED FOR USE ON THIS SPECIFIC SITE FOR HOBBY LOBBY AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND IS CONTRARY TO THE LAW. PERMIT 10-23-13 BID 09-04-13 No. Issue Date Project Name HOBBY LOBBY 7333 GALL BOULEVARD ZEPHYRHILLS, FL 33541 Drawing Title FIRE ALARM CONTROL PANEL LAYOUT Project Number: 130452.07.000 Drawn By Checked by JLS PTK Scale Date AS INDICATED 08-30-13 Sheet no. FA1.4