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2727 Orlando Dr - BC07-002351 (VALUE PLACE HOTEL) (NEW CONSTRUCTION) (A)0 V"I" JL 1. DRAWINGS ARI= DIACxRAMMATIC REPRESENTATIONS OF A FINISHED WWWN E R S PRODUCT. CONSULT THE DRAWINGS AND MANI-IFACTURr=RB SPECIFICATIONS-` DOCUMENTATION. " FOR DETAILED INSTALLATION, CONSTRUCTION METHODS, SPECIFICATIONS -11-,-' - ­­ 111..-111.11 -11 ---11-11. --1. '. ­ 111111111 , 11.1-1- 1-1 1.111-11-1.,.1.-1 11-11-1-1-.11. 1-1.1-.1 ... U-,"' VVIESTME-R,_ O __'� ._ .... WC11111 _IBER T Y IN2200 AND ADDITIONAL MATERIALS AND COMPONENTS REQUIRED FOR A If. THIS PROJECT IS A NEW CONSTRUCTION ON A VACANT SITE. THE COMPLETEP PROJECT. THE DRAWINGS 1N COM15INATION WITH THE LUCIEN WAY SUITE 410 SPECIFICATIONS, MANUFACTURES SPECIFICATIONS AND, INSTRUCTIONS AND REPRESENTED IN THE DRAWINGS AND SPECIFICATIONS. THE OUIL.DING'CODES DESCRIBE 'A FINISHED PRODUCT. ALL WORK 15 TO 11TLAN®, FL 32781 CONFORM TO ALL LOCAL, STATE AND NATIONAL BUILDING CODES. NOTIFY CONDITIONS WHEN SUBMITTING A BID OR PRICING FOR THIS WORK. THE ARCHITECT PRIOR TO CONSTRUCTION OF ANY DISCREPANCIES. 407-774-o8818X4 407-774-6697 fax CONDITIONS PRIOR TO THE SUBMITTAL -OF A 131D .O.R.PRICE .FOR 2. CONTRACTOR TO COORDINATE THE INSTALLATION OF ALL OWNER'S 'CONTACTi JOEL PALMER EQUIPMENT. 2 2 12. THE CONTRACTOR IS TO COORDINATE ALL WORK ON ALL 3. ALL WORK IS TO BE CONSIDERED NEW TO BE PROVIDED AND INSTALLED. DRAWINGS OR IMPLIED IN THE MANUFACTURERS SPECIFICATIONS. VERIFY ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO 131DDIWG-AND AW _EY A. DARNELL,, ARCHITECT =mJ lwwE.____SL CONSTRUCTION. 13. SUBMIT SAMPLES FOR REVIEW AND APPROVAL AS PER THE 10.8 NORTH WASHINGTON 4, ALL SCHEDULES, IF SHOWN, ARE FOR THE CONVENIENCE OF THE _.. x CONTRACTOR THEY DO NOT LIST ALL THE ITEMS CONTAINED IN THE WICHITA, KS 67202 U T. Finvir., u A A' 4M OF ALL ITEMS IN ALL SCHEDULES. 43161,1262-47-00 13161:858=30,02, -FAX CONTACT, ROXANNE ESTES a 15. ALL ABBREVIATIONS ,AIRE STANDARDIZED, THE CONTRACTOR IS 5. ALL ENTRANCES O THE BUILPING ARE TO MEET ADA ACCESSIBLE RESPONSIBLE TO VERIFY THE UNDERSTANDING OF ALL REQUIREMENTS FOR MAXIMUM THRESHOLD ELEVATION AND MAXIMUM SLOPE ABBREVIATIONS ON ALL DRAWINGS AND MANUFACTURER'S AT LANDINGS. PUIL PING DESCRIPTION BUILDING SQUARE FOOTAGE US I"f-92 :4 411`;RAI'�IP BUILDING CODE = 2004 FLORIDA >3UIL.DING CODE `FOUR STORY 'SL;4B�ON-GRADE WOOD ERAMI=D BUILDINCx WITH FIRST FLOOR= 10,-146 SQ."FT. DRUID PARK SANFORD, FL MECHANICAL CODE ELECTRICAL CODE = 2004 FLORIDA MECHANICAL CODE a 2002 NATIONAL ELECTRICAL CODE COMPOSITION SHINGLE ROOF. AUTOMATIC SPRINKLER SYSTEM IS SECOND FLOOR 10,146 SQ FT. PROVIDED PER NFPA 13 GUIDELINES. >3UILPING 15 USED FOR ZONING: PLUMBING CODE s 2004 FLORIDA PLUMBING CODE CxI,IESTR.PPM,.RF-Cx13TRATl_ON, I, Ut PRY: ANP;MECHANICAL^ AND THIRD FLOOR - 10,149, SQ. FT. ELECTRICAL ROOMS. STAIR; ENCLOSURES ARE TWO HOUR RATED. DETERMINED FORA CITY STREET. ENERGY CODE = 2004 FLORIDA ENERGY CODE ACCESSIBLE ;ROOMSARE LOCATED ON THE FIRST THROUGH FOURTH FLOOR a 10,14ro SQ. FT. FOURTH THE IS CLASS ''. FIRE DETECTION SYSTEM ROOFB GC -2 ACCESSIBILITY =2004 FLORIDA ACCESSIBILITY CODE CHP 11 DETECTORS,ALAF7:6 $i= NCL§UDE 4CTUAL TOTAL n';42,984 SQ FT. 9. ALL EXT. DIMENSIONS ARE'FROM FACE OF SLAB'O-FACE OF -SLAB. FIRE PROTECTION = 2®04 FLORIDA FIRE PREVENTION COPE _!�� STI�►lcilNeAL' GrE1JElQAL Name, ecHEAiJt fsB, AND DETAILS OTHERWISE NOTED. ME soil IS =WAp131101 - code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 1 Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy __ CONCRETE ENCASED ELEC'rRODE Shall be provided in the footing of this building. Not less than 20' of/2" rebar or PA AWG bare copper. Shall have a minimum of 2" of concrete cover. 2005 NEC article 250.50. Inspection required prior to pouring of the footing. r ■ 0,100 '02 �- jilil ii . T _- Iran 11 M1 - - -- ■_-.■■.-.. ■■■: moll lMEMO l■r■ loss■ soon - ■ ' ■■■Ml■■■ ■�■■ NONE ■■■■■ --- Ll Il■lig ■■. ■l■■ r■l■ ■.■■■ ■■■. I■■■■'- - Mon ■■■e ■ .i � rl_ ■. !� � eeee�= iei;� eei - _ I i� � r■■■;p ■,■■■ iiia Il■.■! :�■1�;=to ■■ l�■■ 41.1 on !s ' ■_ ■■' ■. t■ �■ ilii le.!■ ■I■:■■■� e,e� euion e■1e■a ■■■■ ■I�tril ■■■■ 8■■■r ■ewrwr!- �■rl ��rr■ ■LINO. -.li■i eeea 0■ IoW ill■■i- ■■ l_ l rr■ ■Bi1R1 _� j■! ■:■■■ ■■■■ ■l■•Il ■11,� ■lp ■.■■■i ■.■ ■•■.■ ■■■ 0.0 ■lil� r�rll ■■■■ ■■■■ �, .. ■ ■w■: ■. ■D .■■■ _r:, . ■■■,■ ■l l■,^�?. �■■r■! deli!■■■ �■■ INS lim son !.. ,� .. ■■■■ r■.■ ■ ■ . ; • ■■■i Eli■■ r■■ __ ■■■■ ■l■■ ., .■r■ . . ■■■■ � ■e■■ ■l■ 0 MEMO on 0 ■0d11 ■■■■ ■■■■ ■■■ Separate Life Safety drawings will be required for _.v , >: • - ' knox box type exterior security new systems or e• • • •- • • + �• • + t• •sprinkler key box is required 1 1ydro sprinkler ons (if 4 locations, pipe sizing, and h Call 407-302-2516 for -•-• 1 • •• Approval • • - ■ • ■ + • J • • • required 1 • • • • •- • • • - • GENERAL NOTES a`. 1. DRAWINGS ARI= DIACxRAMMATIC REPRESENTATIONS OF A FINISHED 10. SITE DIMENSIONS ARE TAKEN FROM THE SURVEY PRODUCT. CONSULT THE DRAWINGS AND MANI-IFACTURr=RB SPECIFICATIONS-` DOCUMENTATION. " FOR DETAILED INSTALLATION, CONSTRUCTION METHODS, SPECIFICATIONS 1 2 AND ADDITIONAL MATERIALS AND COMPONENTS REQUIRED FOR A If. THIS PROJECT IS A NEW CONSTRUCTION ON A VACANT SITE. THE COMPLETEP PROJECT. THE DRAWINGS 1N COM15INATION WITH THE CONTRACTOR.* TO NOTE THAT NOT ALL, CONDITIONS CAN BE s SPECIFICATIONS, MANUFACTURES SPECIFICATIONS AND, INSTRUCTIONS AND REPRESENTED IN THE DRAWINGS AND SPECIFICATIONS. THE OUIL.DING'CODES DESCRIBE 'A FINISHED PRODUCT. ALL WORK 15 TO CONTRACTOR IS TO ACCOUNT -FOR ALL REASONABLE UNFORESEEN CONFORM TO ALL LOCAL, STATE AND NATIONAL BUILDING CODES. NOTIFY CONDITIONS WHEN SUBMITTING A BID OR PRICING FOR THIS WORK. THE ARCHITECT PRIOR TO CONSTRUCTION OF ANY DISCREPANCIES. ALL CONTRACTORS AND SUBCONTRACTORS ARE TO FIELD VERIFY CONDITIONS PRIOR TO THE SUBMITTAL -OF A 131D .O.R.PRICE .FOR 2. CONTRACTOR TO COORDINATE THE INSTALLATION OF ALL OWNER'S THEIR WORK, EQUIPMENT. 2 2 12. THE CONTRACTOR IS TO COORDINATE ALL WORK ON ALL 3. ALL WORK IS TO BE CONSIDERED NEW TO BE PROVIDED AND INSTALLED. DRAWINGS OR IMPLIED IN THE MANUFACTURERS SPECIFICATIONS. VERIFY ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO 131DDIWG-AND >, 2-. CONSTRUCTION. 13. SUBMIT SAMPLES FOR REVIEW AND APPROVAL AS PER THE SPECIFICATIONS. = 4, ALL SCHEDULES, IF SHOWN, ARE FOR THE CONVENIENCE OF THE _.. x CONTRACTOR THEY DO NOT LIST ALL THE ITEMS CONTAINED IN THE 14. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND DRAWINGS OR MANUFACTURERS. .CONTRACTOR TO VERIF"Y.COORDINATION FEES. OF ALL ITEMS IN ALL SCHEDULES. 2 a 15. ALL ABBREVIATIONS ,AIRE STANDARDIZED, THE CONTRACTOR IS 5. ALL ENTRANCES O THE BUILPING ARE TO MEET ADA ACCESSIBLE RESPONSIBLE TO VERIFY THE UNDERSTANDING OF ALL REQUIREMENTS FOR MAXIMUM THRESHOLD ELEVATION AND MAXIMUM SLOPE ABBREVIATIONS ON ALL DRAWINGS AND MANUFACTURER'S AT LANDINGS. SPECIFICATIONS PRIOR TO CONSTRUCTING THIS PROJECT. a 2 11 �. THE C.UN3TRUCtION BITE AND 1THE WORK 'i3 TO 13E AVAILA�3 E T®'THE fro. ALL "ITEMSsPEOIEI>=D OR INDICAT>=D WITH A M,aNUF,4cTURER'S OWNER AND OWNER'S REPRESENTATIVES AT ALL TIMES. TRADE NAME MAY BE SUBSTITUTED WITH AN 'APPROVED EQUAL' 2 ALTERNATE RNAT MANUFACTURER OR SUPPLIER UNLESS THAT ITEMM IS Y 1. ALL ACCE65IB1-E RAMPS ARE TO HAVE A MAXIMUM OF 1 TO .12 .SLOPE INDICATED `AS `A SINGLE SOURCED:ITEM. IT IS THE CONTRACT'OR'S AND. O MEET LOCAL CITY REQUIREMENTS FOR PEDESTRIAN RAMPS AS RESPONSIBILITY TO VERIFY THAT THE, ALTERNATEMANUFACTURER DETERMINED FORA CITY STREET. 0R SUPPLIER MEETS OR EXCEEDS THE GENERAL. REQUIREMENTS IRRIGATION PLAN AND INTENT OF THE PRAWINGS AND PROJECT MANUAL. 8. FIELD VERIFY ALL SITE CONDITIONS AND ELEVATIONS PRIOR TO COORDINATE APPROVALS WITH OWNER CONSTRUCTION. yr 9. ALL EXT. DIMENSIONS ARE'FROM FACE OF SLAB'O-FACE OF -SLAB. 1 INTERIOR DIMENSIONS AIRE FROM FACE OF STUD TO FACE OF STUD UNLESS STI�►lcilNeAL' GrE1JElQAL Name, ecHEAiJt fsB, AND DETAILS OTHERWISE NOTED. 81.1 ! - C 4a '.V G d '4 h '..0 Y ! r: .L , w N' >♦ J ':.:'Y t a a- ✓ r rR h ' a 4 f z M Y i f K 1 R i d Y' 4 .i„ :ut0.. $.+5, y. $t 2�VV � X . � ". .h � v #,`�:•n`Gr`SA+ C a. :`hy�.uVk� Y,u, Sin+�.f w'�ttiakr l5V ., F >. t�wa.A:n[s:vwl "C�,fir-4aw.�..v�.��h4'a6,bC.al[�siva{.�3.Uk.,�ra,Y'dilr.Mrtd..a,.vct.f,ad.n.'�..�ui�^c',M•s%_._.._a..'e.-�'^.�s..,.nkricw,�.�m,..nr�_�+^�.syS+g ,u �t.J�u++3^i#�,>'i+.e.��-'.�..t.,tev.✓<"v�,�i7d ��'uyu,3u'6�.�rz,J. _�- . FL. RaO.I.S. PRO® OT APPROVAL AL NUMBE1RS (APPLICAF3LE TO FLORIDA PROJECTS ONLY) ASPHALT SHINGLES: GAF MATERIALS CORPQRATION (FL1.83) - TAMKO ROOFING PRODUCTS, INC- (FL613) SIDING- - JAMES HARDIE INC- (FI -089) STEEL DOORS AND FRAMES (IMPACT RESISTANT): BENCHMARK COMMERCIAL DOORS (FL'1191) - CURRIES COMPANY (FL2493) - CECO DOOR PRODUCTS (FL2118) ALUMINUM -FRAMED ENTRANCES AND STOREFRONT ( IMPACT RESISTANT): - ARCH ALUMINUM AND CLASS"CO. (FI -201-3) - EFCO CORPORATION (FL1555) - KAWNEER (FL629) - YKK AP AMERICA INC: (FLI115) ALUMINUM WINDOWS (IMPACT RESISTANT): - SEASONSHEILD INCORPORATED (FL959) - SUNSHINE WINDOWS MANUFACTURING INC. (FL2240) - .WINDOW CRAFTSMEN (FL1801) . NOTE : .A NY ,SUBSTITlT.I.O.NFOR THE ABOYE;. L,I TED.ITES MUST ..HAVE .A..F_ L i-O-C.LS. PRODUCT APPROVAL.NUMBER AND BE APPROVED IN WRITING E3Y THE "OWNER .4N0 THE OWNERS `'REPRESENTATIVE. " CITY OF SANFORD PLA [ ;�ErzEW Occupancy Use Group: Type of Construction: on■ S 7 � ' � Code Edition: 200FBCTotal Square Feet KIii Z V V V V V V V V V V V V , I .. IN 1111LAPI: SHT. NO. SHT. TITLE CYR Ting SET, MWJEGT Wr ! WE 1 2 COPE VUU-PING COPE ANP LM SAFETY AGA -I ADA FRET ROT CE SHEETS ADA -2 ADA R7EI494CE SHEETS AGA -3 ADA REFERENCE SHEETS CIVIL I COVER 2 2 ABBREVIATIONS, LEGEND, 4 SITE DATA 2 3 STANDARD NOTES >, 2-. DEMOLITION FLAN 9 GEOMETRY, STRIPING AND SIGNAGE PLAN _.. x Bi UTILITY PLAN 2 1 PAVING, GRADING AND DRAINAGE PLAN 2 a UTILITY PLAN 2 9 LIFT STATION DETAILS 2 10 UTILITY DETAILS 2 11 PAVING AND DRAINAGE DETAILS 2 12 PAVING AND DRAINAGE DETAILS 2 SUR -1 MOUNDARY AND TOPOGRAPHIC SURVEY L -I L.ANDSCAF'ING PLAN 2 LI -I IRRIGATION PLAN 2 STRUCTURAL `601 GE'MRAL NOTES, 6GHES7ULE8, AND. DETAILS AL , 1 Sia STI�►lcilNeAL' GrE1JElQAL Name, ecHEAiJt fsB, AND DETAILS 81.1 SECOND FLOOR FRAMMG PLAN, FOOTING AND FOUNDATION PLAN 1 612 ROOF FRAHMCG FLAN, THIRD AND FOURTH FLOOD FRAHM PLAN ` 1 81.3 SECOND FLOOR FRAHMG .1 FOOTMG AND 'FOURP ATIGN SHEARWALL PLANS SIA THIRD 4 FOURTH FLOOR FRAMMc,.SH LL PLANS "81,5 5�/>'FRIIJALL.S.GHEPUI.E 821 FOUNDATION SECTIONS 83.1 FLOOR FRAMING SECTIONS 843 ROOF FRAMING SECTIONS 842 ROOF FRAM .3 SECTIONS 8.43 ROOF FRAMING SECTIONS 883 WALL ELEVATIONS SECTIONS ARCHITECTURAL AU FIRST AND SECOND FLOOR PLANS 1 Ala THIRD AND FOURTH FLOOR PLANS AI3 ROOF PLAN AND DETAILS 2 A121 EXTERIOR ELEVATIONS A23a EXTERIOR ELEVATIONS A33 BUILDING SECTIONS 1 2 A33a BUILDING SECTIONS A33 WALL 6ecTION6`ANL� DEl'AIL.S :i1 � .,t4 A4J ENLAFdCvEG FLOOR FLANS 1 ,A53 INTEWc7R EI.E1/ATIONS 'NON-ACCES81�!-E Asa INTERIOR ELEVATIONS'- ACCESS1151.E55 Ag.� ,1NT��toR RI Rvartorla , "� .� _ °° A,SJ STAIR. , aECT1OMe AND DETAILS .` -ELEVATOR LOBBY FLANS, SECTIONS AND DN .. PARTITION SCHEDULE AND FINISH SCHEDULE DOOR SCHEDULE AND DOOR AND WINDOW DETAIL) UL ASSEMBLIES U1_ ASSEMk3LIE8 PLUMBING/MECHANICAL r A82 ,481 AW A83 ADA MP -1 MECHANICAL PLUIMING NOTES AND LEGENDS 1 2 MP -2 MECHANICAL. SPECIFICATIONS T M-1 MECHANICAL FLOOR PLANS (THIRD FLOOR SIMILAR) j M-2 MECHANICAL FLOM PLANS FOURTH FLOOR 1 M-3 MECHANICAL FLOOR PLANS P-1 PLUMBING FLOOR PLANS FIRST AND SECOND FLOOR P-2 PLUMHING FLOOR PLANS THIRD AND FOURTH FLOOR F'-3 pLU 1E11NG FLOOR FLANS 11 FIRST ANP '1H +1R FL00' A 1R P-# f L M WASTE AND vENT AND DOMI 6I IC WATER RISERS ELECTRICAL E-1 ELECTRICAL RISER DIAGRAM AND COMMWICAT10N8 SPECIFICATION E-2 E ECgRICAL PAWLS AND.SC eDULES E-3 FIRST AND SECOND FLOOR E1..FCTRICAL• PLANS E:-4 THIRD AND FOURTH f j_99R ELI?CTWCAL, PLANS E -Li ENLAFr5FD ELECTRICAL PLANS 1 E -S ELECTRICAL SPECIFICATIONS E-1 FIRE ALARM SPECIFICATIONS E-8 FIRES ALARM SYSTEM PLANS . ['-9 �CTRIGAL BITIg PI..AM, ...r:::....._.,,,, ,..,;,,.'.. ....._.:< _...1..,__,. .,s ,,.• ... •... C ITV F Tr " E ITTALS NATE IRESIS SU IWI PLANS FOR THE DEFEND BUSMITTAL ITEMS (LISTED BELOW) SHALL BE W-1411 I I IN A TIMELY MANNER THAT ALLOWS A MINIMUM OF 30 WOWING, DAYS FOR INITIAL PLAN REVIML ALL COMMENTS WL-ATED TO THE DEFERRED SUBMITTAL MUST BE APDREWP TO THE SATISFACTION OF THE: PIAN CHECK DIVISION PRIOR TO APPROVAL OFF THE SUBMITTAL. ITEMS. L SPRINKLER SYSTEM 2. FIRE ALARM STSTE7M 3. ROOF WOOD TIQUOS 4. 816N PACKAGE ID 7 THE ARCHITECTS AND ENGINEERS WILL NOT 6E INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING ,; 17RAWINGs, Si-ECIPIC,4T10NS, SUBSTITUTIONS, CLARIFICATIONS, BIDDERS LISTS, BIP DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2643 FAX 40i-1i4-(o�091. -7 t ARCHITECT: WES:L.EY A. DA.R.N E LL CONTACT INFORMATION: ROXANNE ESTES1-.. 105 N. Washington :Wichita, Kansas 61202 ph 316.262.4700 fx 316.262.0002 I No PI RMIT # �E: I... azs o N • �i I ti vii j i PRINTS -ISSUED 4/4/01 FOR PERMIT 1 8�2/07 ADDENDUM #I - CITY COMMENTS °10/05/07 ADDENDUM #2 - CITY COMMENTS 1013 NO.drawn: ,TLE 06045.2 checked: CP COVER SHEET .1 ego SA H . rORTy 0i Q copyright 2007 SWEET INDEX- 1 COVER, 2 ABBREVIATIONS, LEGEND, & SITE DATA 3 PROJECT NOTES 4 DEMOLITION PLAN 5 GEOMETRY, STRIPING AND SIGNAGE PLAN 6 UTILITY PLAN 7' PAVING, GRADING AND DRAINAGE PLAN 8 STORMWATER POLLUTION PREVENTION PLAN 9 LIFT STATION PLAN AND DETAILS 10 UTILITY DETAILS 1 1 &1 2 PAVING AND DRAINAGE DETAILS - SUR -1 BOUNDARY AND TOPOGRAPHIC SURVEY L-1 LANDSCAPE PLAN LI 1 IRRIGATION PLAN WDM ARCHITECTS, INC. NS REVISEDJUNEI�2007 LOCATION MAP' la ENGINEERING, INCo . 2699 LEE RD., SUITE 4511• WINTER PARK, FL 32789-1 74 1 TEL.: 407.644.65711 FAX: 407.644.5945 www.CSEI-FL.com LEti V1 � ro palm PI �NloPmjre Blvd: zT �a v ENGINEERING, INCo . 2699 LEE RD., SUITE 4511• WINTER PARK, FL 32789-1 74 1 TEL.: 407.644.65711 FAX: 407.644.5945 www.CSEI-FL.com LEti V1 � ro palm PI �NloPmjre Blvd: zT 11- 43.11 ONE 30 "x61-8" AREA OF RESCUE ASSISTANCE EXCEPTION 1. AREAS OF RESCUE ASSISTANCE LOCATED WITHIN A STAIRWAY EXIT ENCLOSURE. - T CD s 0 x X i U E z 0 J f_I CJ`UI Ill LJ - - • DESCRIPTION WOOD FRAME BUILDING WITH CEMENT BOARD AS EXTERIOR FINISH TYPE R-1 OCCUPANCY TYPE v -A CONSTRUCTION FOUR STORY HOTEL FIRE PROTECTION FEATURES BUILDING 15 PROVIDED WITH AUTOMATIC SPRINKLING SYSTEM THROUGHOUT DESIGNED IN ACCORDANCE WITH NFPA 13 DRY SPRINKLER IN ATTIC IN LIEU OF DRAFT50PPING. PORTABLE FIRE EXTINGUI5HER6 e 15' MAX. TRAVEL COMPLETE FIRE ALARM SYSTEM FOR TOTAL PROJECT. CODE DATA -FLORIDA BUILDING CODE 2004 OCCUPANCY GROUP SECTION 310.1 OCCUPANCY Rl OCCUPANCYf (RESIDENTIAL, HOTELS) (J J AAFFTV PLAN BA51C ALLOWABLE HEIGHT 4 BUILDING AREAS (TABLE 503) CONSTRUCTION TYPE V-A = 3 STORIES/ 50 FT/12,000 S.FJFL. (>3EFORE MODIFICATIONS) SECTION 504.0 HEIGHT MODIFICATIONS 5042 AUTOMATIC SPRINKLER INCREASE PER SECTION 903.3.1.1 ONE STORY INCREASE 20 FT HEIGHT INCREASE SECTION 506.0 AREA MODIFICATIONS 506.2 STREET FRONTAGE INCREASE NOT TAKEN ALLOWABLE ACTUAL 4 STORIES 4 STORIES 24,000 SQ FT 10,145 SU FT 10 FT HEIGHT 50'-11i2' HE IGH' I SECTION 602.5 CONSTRUCTION TYPE: TYPE V-A SECTION 111.2 FIREBLOCKING REQUIRED. SECTION 111.2 UJALL5, NOT REGI IF NON-COMBUSTIBLE CONST. SECTION 111.3 CEILING5/FLOOR5, NOT REQ IF NON-COMBUSTIBLE CONST. SECTION 111.4 DRAFT5TOPPING IN ATTICS SECTION 111.4.2 EXCEPTION 2 ATTICS, NOT REQ IF NFPA 13 SPRINKLER 903.3.1.1 SECTION 9032.1 OCCUPANCY R -I REQUIRES FIRE SPRINKLER SECTION 905.1 STANDPIPES ARE REQUIRED IN STAIRWELLS SECTION 905.3.1 EXCEPTION 1 CLASS 1 STANDPIPES ARE ALLOWED IN BUILDINGS EQUIPPED THROUGHOUT W/ A SPRINKLER SYSTEM PER 903.3.1.1 SECTION 1009 STAIRS 5ECTION 1019 STAIR ENCLOSURE TO BE MINIMUM 2 HOUR FIRE RATED. SECTION 10191.8 SMOKE PROOF ENCLOSURE NOT REQUIRED WHERE TOP FLOOR 15 LESS THAN 15 FT. ABOVE FIRE DEPT. ACCESS. FLOOR LEVEL OF FOURTH FLOOR 28' - 6' NUMBER OF PARKING SPACES SHOWN ON CIVIL STANDARD SPACES 121 STALLS ACCESSIBLE STAND. 3 STALLS ACCESSIBLE VAN 2 STALLS TOTAL 126 STALLS HANDICAP ACCE551BLE UNITS- - (INCLUDES HEARINGS IMPAIRED) STUDIO STUDIO STUDIOS SLEEPER DOUBLE TOTAL NON -ACCESSIBLE 61 - 42 110 ACCESSIBLE 5 HFARIN6; IMPAIRED 5 - - 4 ROLL -IN SHOWER 2 - - 2 14 5 42 121 I HOUR RATED INCIDENTAL USE SEPERAT ION MEANS OF EGRESS CODE REQUIREMENT PROVIDED I. NUMBER OF EXITS 2 PER FLOOR MIN, 2 PER FLOOR MIN, 2. TRAVEL 1715TANCE 250 FEET MAX_ 93 FEET MAX. 3. DEAD END CORRIDORS 20 FT. MAX. 10 FT. MAX. 4. CORRIDOR WIDTH 44 INCH MIN, 60 INCH MIN, 5. SIZE OF EGRESS DOORS 32 INCH GLR MIN_ 36 INCH MIN. CONCEALED SPACES (FBC 2(404 -SECTION 111 4 NFPA 13) OPENING PROTECTION A. DRAFTSTOPPING FLOORS. REFER TO SECTION 111.3 1 HOUR OPENING PROTECTION AND APPROPRIATE SECTIONS IN NFPA LAUNDRY (GUEST) B. DRAFTSTOPPING ATTICS. NOT REQUIRED: DRY SPRINKLER 45 MIN SYSTEM IN ATTIC. REFER TO -11-IA-2 EXCEPTION 2 1 HOUR C. FIRE BLOCKING WALLS. REFER TO SECTION 111.2 SAME REQUIREMENTS AS THOSE ABOVE. PENETRATIONS THROUGH FIRE RATED ASSEMBLIES A. REFER TO SECTION 112 STRUCTURAL DESIGN - ALL LOADS A. PER CHAPTER 16 DETAILING INFORMATION CONTINUED ON SHEET 50.1 AND STRUCTURAL DRAWINGS I HOUR RATED DEM151NG WALL (TYPJ FIRE RESISTIVE RATINGS C TABLE 601 ) STRUCTURAL ELEMENTF.R. RATING PER CODE BEARING WALLS (V-A) EXT. WALLS (RI) 1 HOUR INT. WALLS 1 HOUR CORRIDOR WALLS (RI) 1 HOUR OPENING PROTECTION 20 MIN. GUEST ROOM SEPARATION] HOUR OPENING PROTECTION 20 MIN. STAIR 140 4 141 2 HOUR OPENING PROTECTION 90 MIN ELEVATORS 2 HOUR OPENING PROTECTION 90 MIN SHAFTS 2 HOUR OPENING PROTECTION 90 MIN STORAGE 1 HOUR OPENING PROTECTION 45 MIN LAUNDRY (GUEST) 1 HOUR OPENING PROTECTION 45 MIN FLOOR - CEILING 1 HOUR F.R. RATING am' DESIGN NUMBER 11-43.11 ONE 30'x48' AREA OF RESCUE ASSISTANCE EXCEPTION 1. AREAS OF RESCUE ASSISTANCE LOCATED WITHIN A STAIRWAY EXIT ENCLOSURE. PER D SE IG FIRE STOPS (CONGEALED SPACES) SECTION 121.6 1 HR. INSIDE PROTECTION U.L. *U35ro 4. FIREBLOCKING ( BOTH VERTICAL AND HORIZONTAL) 0 HR. OUTSIDE PROTECTION b. CONCEALED SPACES SHALL BE FIRE STOPPED AS FOLLOWS: PER TABLE 602 - 10' INTERVALS BEHIND TRIM FINISHES I HOUR U.l... "1.1305 1 HOUR U.L. OU311 FIRE BLOCKING SHALL CONSIST OF ONE OF THE FOLLOWING: 20 MIN. APPROVED NON COMBUSTIBLE MAT., 1' LUMBER W/ BROKEN LAP JOINTS, 1 23/32' WOOD STRUCTURAL PANEL W/ JOINTS BACKED BY I HOUR U -L. +1U311 23/32' STRUCT. PANEL, OR 2x LUMBER. 60 MIN 2 HOUR U.L. OU301 ELEVATOR 90 MIN FBC-2004 CHAPTER 30 2 HOUR U.L. OU905 90 MIN 2 HOUR U.L. 141.1301 90 MIN THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, BUIBST ITUT I ONS, CLARIFICATIONS, BIDDER5 LISTS, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2643 FAX 401-114-6691. ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 PRINTS ISSUED 4/4/07 FOR PERMIT JOB NO. drawn: TLE 06045.2 checked: CP BUILDING CODES AND LIFE SAFTEY -E I HOUR - 45 MINPLANS" REVIEW I HOUR U.L. 14U305 45 MINCITY OF SANron 1 HOUR CSA - FC 5111 FLOOR -CEILING im CORR 1 HOUR I HOUR ROOF - CEILING 1 HOUR 1 HOUR FOR DETAILS ON ALL FIRE RATED AS5EMf3LIE5 REFER TO SHEET A83/Aa.4 FBC 2003 TABLE 120.1(3) ITEM "21-1.1 GA. - RG 2602 NOTE: SEE PARTITION TAGS AND SCHEDULE 1 FOR COMPLETE LISTING OF UL NUM5ER5 ..,,, . „w» � copyright 2007 VALUE PLACE 1 slope= Y: X where X Is a level plane X V NOTE ■ Y E ■ adjoining slope shallI adjoining slope shall C.0� 30 not exceed 1:20 I not exceed 1:20 °'' - 48 THE ARCHITECT5 AND L, WIL.L NOTNVOIJ_VE17 WITH 15IDDING ANP walk street I � NECaDTiATiON PLEASE DIRE AL.L FIG.11 t " QUE5TION5 CONCERNiNG C) DRAIUINGS, 51-ECIEICATION5, Measurement of Curb Ramp Slopes I "' I I 5U155TiTUTIONS, CL.ARIFICATION5, 15I1DDER5 1-15T5, E3IP DUE DATE, I=TC. 36 min 48 min 36 min I 42 min X 42 min I I NOTE: x :5 15 in TO THE OUJNERS 240 min 12 max fl - - CON5TRUCTiON - NOTE: X s 24 in NOTE: Dimensions shown apply when X < 48 in. REF'i�Si=NTATIVE: JOEL — — — — — — — — r_ Clear Floor Space in Alcoves A� �-6 941-920-2643 FAX 9 2®-2��3 Level Landing a N cane hits the post (a) (b) = or pylon hafore FN I person hits object. 90-Degree Turn Turn around an Obstruction Surface of Ramp _ Level Landing " 9j FIG.7 ag 1 / + /3 1 0 Accessible Route this overhang can be / FIG.10 greater than 12 because 30 24 Horizontal Projection or Run Access Aisle 9 t Passenger no one can approach the Plan Elevation can ` Loading Zones object from this direction ` ange Sales and service counters: Provide a I t minimum 36-inch portion with a maximum 12 max 36-inch height above the finished floor. 2004 FBC 11-7.2 " I - I I _� accessible route (d) I �- I I I o Maximum Rise Maximum Horizontal Projection Objects Mounted on Posts and Pylons I KIK= I Imo_ Slope in mm ft m U U U o U a X 0 0 D o 0 0 0 0 0 0 `° 48 ,I - 30 48 1:12 to < 1:16 30 760 30 9 0 0 0 o 0 0 0 E i` d- 1:16 to < 1:20 30 760 40 12 0 o u 0 0 0 ❑ 0 0 0 rl D B 0 The highest operable part of controls, dispensers, �`' (a) (b) (c) ❑ 0 0 0 u 0 o receptacles, and other operable equipment shall Clear Floor Space Forward Approach Parallel Approach 0 0 0 0 0 0 0 be placed within at least one of the reach ranges FIG, 16 0 0 OU 0 0 a protect shaded area specified in FBC 11-4.2.5 or 11-4.2.6. Electrical / r from crass-traffic and communication receptacles shall not be less Components of a Single Ramp Run than 15-inches above the Floor. FBC 11-4.27.3 and Sample Ramp Dimensions 96 rnin 60 min or 96 min for VANS Maximum (Side Reach FICA b� over Obstruction MiniSpace mfor Wheelchairs um Clear lo�) 252 min 10 max 30 Cane r• Q' (b) Detection Area N — — — — X.48 mih:•_ I r 12 min 36 min 12 min 4' - i 8 min r— - Overhead Hazards 288 min 36 min c 1 segment of ARCHITECT: straight curb: WESLEY A. DARNELL greater than 12 greater than 27 I I CONTACT INFORMATION: LO = R©XANNE ESTES — — Ian _o_ 30 I I E N Washington Wichita, Kansas 671 1 —� 10 max Q ph 31b.262.4100 fx 316.262.0002 well - - - defined edge 0 a C SpaceHi h (d Low •. :• E Clear r Floor o r` Parallel Approach g — `D (a) ` PP Side Reach Limits IRM Elevation FIG,6 • • Side Reach Plan 60 min Dimensions of Parking Spaces Free-Standing Overhanging Objects X (b) (c) (d) (a) T-Shoped Space for o— — —i— —i 60-in Diameter Space 180-Degree Turns long dimension perpendicular to I wt route of travel FIG.3 I c, Wheelchair Turning Space ---� V 32 min segment of ixa 04 X straight curb N u - Z Xo Z v p D (h) / 48 Grating Orientation v 48 q a NOTE: X shall be s 25 in; z shall be �x. When x < 20 in, then y shall > U a z cane range be 48 in maximum. When x is 20 to 25 in, then y shall be 44 in c,4 = r maximum.E ` ,. predominant direction (b) (b) a of traffic Walking Perpendicular to a Wall Maximum Forward Reach ' over an Obstruction w - 1/2 max X clear width any amount — — — — 48 V7LOBBY 4 max` - - — — _ — - 36 min (a) (b) � ��- � I 60 min FIG.15 (9) I _ Curb Ramp at Marked Crossings Gratings I � I � FIG.1 FIG.2 Minimum Clear Width Minimum Clear Width E , I � / — — — — — — — for Single Wheelchair for Two Wheelchairs E CD N 00 48 — 1 I— \ L a7 \ 1 s I 0 F L I GENERAL NOTE PRINTS ISSUED (f) (a) 4/4/01 FOR PERMIT Carpet Pile Thickness High Forward Reach Limit THIS DATA IS PROVIDED AS AN ADDITIONAL RESOURCE TO THE TEAM OF OWNER, CLIENT FIG.13 (p) ARCHITECT, ENGINEER, AND SPECIFICALLY, CONTRACTOR. THIS IS A TOOL TO APPRISE ALL Walking Parallel to a Wall FIG.5 PARTIES OF GENERAL ACCESSIBLE CONDITIONS AS PUBLISHED PER THE ADAAG (AMERICANS X Built-Up Curb Ramp G L Forward Reach a corridor or other N WITH DISABILITIES ACT), AND THE ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. o circulation space o Q FIG.8 THE DIAGRAMS ARE VERBATIM DUPLICATIONS OF THE ADAAG STANDARDS AND ARE NOT >` Protruding Objects INDICATIVE OF ALL CONDITIONS AND CERTAINLY DO NOT FULLY REPRESENT THE ENTIRETY 24 max planting or other 4` any dimension Eco I I OF THE WRITTEN GUIDELINES AS CONTAINED IN THE STANDARDS. THIS DATA IS IN SUPPORT JOB NO. drawn: MAC non-walking surface n'� 1 _ ;n ° `� I OF GENERAL ARCHITECTURAL & ENGINEERING DOCUMENTATION, WHICH IS INTENDED TO BE A m o — — — — — — — — — >� I CONSISTENT WITH ACCESSIBLE CONDITIONS. HOWEVER, THE ADAAG IS NOT A BUILDING CODE 06045.2 checked: CP 0 1 f y y >` ❑ wing walls = 2 I / 1 I AND NOT NECESSARILY REVIEWABLE OR ENFORCEABLE BY TRADITIONAL BUILDING 1 -4-r,7,7, =1 777777777777777=7 down to floor x T I X I AUTHORITIES, THE ADAAG IS A CIVIL STATUTE. THEREFORE, THE ENTIRE TEAM OF OWNER, CLIENT, ARCHITECT, ENGINEER, AND SPECIFICALLY, CONTRACTOR IS RESPONSIBLE FOR ADA SHEEL._ COMPLIANCE TO THE SPECIFIC INTENT OF THE LAW. THIS DATA IS PROVIDED TO ACT AS i. flared side - . - + a - - additional protection not protuding objects hanging on wall — — — — — — — AN ADDED SAFEGUARD TO FULLY FAMILIARIZE THE TEAM WITH EXPECTATIONS ASSOCIATED o , ' , ' . ' required between wing walls with leading edges above 27 in. e 30 6 48 12 WITH THE ADAAG STANDARD AND TO ASSIST THE TEAM IN ACHIEVING FULLY ACCESSIBLE 1 10 - +i CONDITIONS AS REQUIRED BY CIVIL LAW. WE ENCOURAGE THE DETAILED REVIEW BY OWNER IN (e) AND CONTRACTOR. u If X Is less than 48 in, then Example fo Protection around Wall Mounted (C) (d) NOTE: If X > 24 in, then an additional maneuvering NOTE: If X > 15 in, then an additional maneuvering FO a the slope of the flare side Objects and Measurements of Clear Widths Changes in Level Changes in Level clearance of 6 in shall be provided as shown. clearance of 12 in shall be provided as shown. shall not exceed 1:12, (e) FOR QUESTIONS REGARDING ADAAG Additional Maneuvering �a ri (a) (b) CONTACT: Flared Sides Returned Curbs Clearing for Alcoves �i U.S.DEPARTMENT OF JUSTICE .: 1 G 2 CIVIL RIGHTS DIVISION.::µ::�:.:.-�µ..,,.,.,,,::r:.::;:,,;;;;,..�:,:;,,,;.,:;•;,;,,,;,;,;,;;,....��-,..........._. .............a. _ .i.,..,,,..•,i,,,, _. Sides of Curb Rams FIG.4 Cont d(800)514-0301,,,.,,,,,,••,•„i•.•••••,,.•..,,,,.....•..................•,.,.,,.•,.•,..,,•,,,••..•.••.•,.....-._.•..,,K..,.....�,....,..,,,,....•,,,.,,..,,,,,•,...,,...,•,..,,.••...••..,,.._...- FIG"8 Cont d FIG.7 (Cont'd)] ( ) TELEPHONE. P ( ) ( ) .sr:ae^,,,,n,xr^m;:wsccscr:cccP:rcacccca::a!ur:r;ulr;4!�rumunu;F::;^izx✓:^'e;wmua,;;;;zra^,xs;'�u;::Prrvimrvmwu;;:rm°: WWW.USDOJ.GOV/CRT/ADA/ADAHOMl.HTM ...�, copyright a c 2001 VALUE PLACE i' 42 min 12 max alternate 12 max 40 (42 min 48 i 48 min min 32 min 32 min NOTEN 1 36 max E l — — _ / THI; ARrHITI✓CTS AND / 3=NGINI=ER5 WILL NOT Br INVOLVhD IUITH 15IDDING AND 1 Qtoilet paper E \\ �� \` (c) (d) NEC-sOTIATION 1 12 ma i _ — _ — — — — J Sliding Door Folding Door PLEASE DiRECT ALL 54 min "� ,, allESTIONS CONCERNINi SDUBStt1TUTIONS,cl1=ICATIoNS, 42 min 66 min w. wall mounted w.c. cL.ARIr-ICATION5, i31Dpi^R5 1 69 min w. I r. mounted w.c. Side( Walls 32 min 32 min LISTS, BID DUE DATE, ETC. To TNI= OWNERS - FIG.26 CONSTRUCT iON 36 min Two Hinged Doors in Series REPRESErNTATIVE: JOEL PALMER 941-92®-26 •3 FAX 094•�-I--I-i4-6�o9H. X 24 min y X � - 12 min 1210 min 42 min latch I — — — (a) (b) - approach only, I I Detail Hinged Door other approaches 12 fila E I I� 9 48 min 54 min , FI G. 24 s Alternate )Stalls Rear Wall of Standard Stall f Celar Doorway Width and Depth A A """ """" W~" "....... 4 171 qX ( ) _10 32 min 36 min Latch Side Approach - Sliding Doors and Folding Doors I�� alternate door location 54 min (c) d - Extension at Bottom of Run O o I Extension at Top of Run I N _ E - I a E I 1 I I - 1-- Q ,\ I L 1 4 1 E 1 1 E. — 7 floor ace 1 -- - space x 12 ma c (d) (e) Front Approach Slide Side Approach 52 min 56 min w. wall mounted w.c. Sliding Doors and Folding Doors Sliding Doors and Folding Doors UP L 56 min w. wall mounted w.c. (c) (d) 42 min latch w. Flr. mounted w.c. L 59 rain w• fir, mounted w.c. Alternate Locations of Panels with Alternate Locations of Panels with _ approach only, _ 59 min 'i pull side X X push side Center Opening Door Side Opening Door other approaches 24 min X ARCHITECT: 48 min — 24 min � '� � WESLEY A. DARNEEE 3/4 control button diameter Standard Stall FIG. 30 Standard Stall (end of row) I I E - CONTACT INFORMATION: Toilet Stalls >-- I I � I I >-- o 36 min 54 min I 1 I I E �f7 O O ROXANNE ESTES 6 O 10 105 N. Washington Wichita, Kansas 67202 u ph 316.262.4700 fx 316.262.0002 so 40 min 12 In - 12 42 min main entry floor --*1 1 O 20 ° �0 90 toilet paper Note: Y = 54 in minimum if door has closer O BID s o IN o (a) (b) Plan Elevation of Center Handrail��W.,.,.o.,. -' - Note: Y = 48 in minimum if door has closer door closed " o - O Q, o door open 0 O �1 O Note: X is the 12 In minimum handrail extension required at each top riser. Y is the minimum Latch Side Approaches - Swinging Doors LQ emergency alarm -�' A O ® O handrail extension of 12 in plus the width of one tread that is required at the bottorn riser. t octagonal symbol FIG.19 emergency stop _ Forward Reach shall be raised pull side push side but the X is not, a (b) FIG. 29 Hack Wall Side Wall 54 min (a) (b) Grab Bars at Water Closets _ — — — — — — — Panel Detail Car Control Height � 1 1/ max 1 1/2 ma 1 1/2 max 11 min � II 36 min I r---� - I I 1 FIG.23 radius _5 F�1 18 36 min I >- E I I 6p' 60' radius 18 min 1` X > N I I Car Controls radius 18 18 mi 42 min 18 _ �—Ez _ 68 min Note: X = 36 in minimum If Y = 60 in; 80 min lav I u 1 I lav 1 I X = 42 in minimum if Y = 54 in. J S: c L -I I Note: Y ®48 In minimum If door (a) (b) (C) 1 * I o has both a latch and a closer Flush Riser Angled Nosing Rounded Nosing clear clear 1 I clear (b) r cn floor 1 Lo floor 1 floor space 1 space 1 I space Hinge Side Approaches Swinging Doors - ----J 1- ----- _ FICA �1r L.11 E Usable Tread Width and z 48 min pull side X push side "' Examples of Acceptable Nosings 48 min 60 min FIG.28 - r-----� Clear Floor Space at Water Closets � I I I elevation section not to exceed I 18 mirti, 24 preferred E I I I 36 min 36 min 12 min 12 min 2 min 30 min 30 min fountain depth 1 I I I - - - X min �_ f (a) ( I I - Minimum Dimensions of Elevator Cars N V Note: X = 12 in minimum if door c I has both a closer and a latch curb 00 11-73 00 I (a) . X min Front Approaches Swinging Doors, I I 1 a 9 PRINTS ISSUED I— — — — i — — — — _ Note: All door in alcoves shall comply with the clearances for front approaches (c) (d) 13 acceptable 4/4/07 FOR PERMIT Free -Standing Fountain or Cooler Built-in Fountain or Cooler Maneuvering Clearances at Doors 1 wall X 17-1 48 min 10 ry e X min 17 - 1 7 0 - I 32 min E 5 o ao r I � 4 rj' JOB NO. drawn: MAC _ _ L(�n 7__- - - — — I I = = e ' 2 06045.2 checked: CP 01 X '� p vertical guard rail o E E CO I 5 6 8 10 12 14 16 18 12 min rn n co I �° a x D distance in feet ADA SHEET X min FIG.21 X = 36' min if ramp is — o NOTE: equf ment permitted cv less than 30' in length p rl- — — Graph of Timing Equation X = 44' min if ram Is o in shaded area ml 6 max 24 max greater than 30' in length (e) Note: The automatic door reopening device is activated / i (a) (b) Maximum Doorway Depth if on object passes through either line A or line B. railing with extended o yEine A and line B represent the vertical location of the platform r j Spout Height and Knee Clearance Celar Floor Space door reopening device not requiring contact. _ p g p P 9 9 9 o p r FIG. 1.:° E FIG.27 FIG.20IV' Examples of Edge ProtectionOf Drinkin Fountains and Water Coolers FIG. 24 (Cont'd) Hoistway and Elevator Entrances and Handrail Extensions M; , , y;;;,,,, ,;,,,,, ,!.............,,.,,,, u..,,,,,,,,,,.,,,/.,: raj..e......I�„n„/d6,.,u.,....,,.w..,,,,e..,,.w4,,.,w.,,.,.•,..,Luuwe.Iwm.�,.L.ueuu,.,.x�,Mu//�n��xuw....u,.d,.V.,n....-.u..mmmnu((u5la_..c..,.mu,m.vem Q copyright 2007 VALUE PLACE i • 23 max ., 30 42 NOTEN E THE ARCHITECTS ANP ENGINEERS WILL NOT E- E accessible path of travel INvoLvED WITH i5IDDING AND NFGFOTIATION PL.EA6E DIRECT AL I- 48 -_ G2UE6TI0NS CONCEFZNING I- - -i - DRAWIN65, 5PECIrICATI0N5, I I I io 1 1/2 max SUBSTITUTIONS, CLARIFICATIONS, BIDDERS Uj • • _ L 16T6, 51P DUE DATE, ETC. Z a F.- -1 f - - TO THE ODUNI RS CON5TRUCTION ro L _ _ J 16 max REPRESENTATIVE: JOEL J. FIG. 36 PALMER 941-920-2643 FAX _ [Shower36 Seat Qesi27 max 4m7-714-6697. 36gn 27 max 16 min A. '70 30 30 36 19 19 36 I back c NCS CL OECLEARAEKNEE E „ NO :.3zSs y ::k•\k A\`k2k22iii:k:4 : tih C] TT �, FIG.45 Minimum Clearances for N # -Drain Seatingand Tables I I k lav I E E See Plans 1 1/ - 1 1 !1 1/2 i I e I lav I fclear loor I cra Floor I `�' 1 1/ - 1 1/21 1/ E I clear ( E I space I— — — — — — — space) X / / ao I floor I co i x E x civ p L------- I space I ---J 60 min ❑ I E N �, I I C, s Handrail Grab Bar L - - - - - - - J 60 min N N 0 48 min � 00 D 3 � I I ¢ I I E _ NOTE: Floor surface In stall shall not (a) (b) I I I I slope in excess of 1:50 in any direction \ 1 I ► I I 1 1 4- 1 1 /� 1/ 1 1/4 - 1 1/21/2 a (b) NOTE: Floor surface in stall shall not sloe in excess of 1:50 in an direction ) P y I I r- L — L- - - - - J 1 1/4 - 1 1/2 36-in by 36-in Stall 30-in by 60-in Stall FIG. 57 - 30 min`t� Roll-in Shower with Folding Seat 30 6 min FIG.35 Elevation Plans 1 1/ Shower Size and Clearances 36 min * Height to highest operable parts which are essential to (b) = 24 min basic operation of telephone. - Forward Reach Required i 48 min Any width T ARCHITECT: 36 min - lk 12 ma 15 max WESLEY A. DARNELL - CONTACT INFORMATION: ' o X (a) (b) a°afe0l� ROXANNE ESTES 1v -I E Handrail Handrail (d) i 105 N. Washington Wichita, Kansas 61202 D I I o Handrail h 316.262.4700 fx 316.262.0002 L X E I I FIG,39CL 0 p � d- o C) I I Nominal Size and Spacing of _ foot back head Handrails an Grabars C: X optional Me and I `o - - - - - - (b) \ 48 min 00 � ase - N With Seat at Head of Tub L Elevation Side Reach Possible Plan 24 min o + 24 min FIG. 55 FIG. 56 FICA4 ■ r 12 rn i Card Datalog Stacks Mounting Heights and Clearances for Telephones m ■ 12 ma 24 max ■ X ■ ' control r=� E area 36 min E ■ i o, seat 00 8 max d ■ 21 iiiilm( ■ 21 max •E � foot back head MEN � � (Q) (b) With Seat in Tub X E Shelves FIG.38 Closets FIG. 34 a E n Storage Shelves and Closets Grab Bars at Bathtubs F� a 15 back •�� 27 max o py L FIG. 53 FIG. 54 X Food Service Lines Tableware Areas - - -i E clear I lav I E clear (e) o floor floor control r,� lav space I E — o lav — _ — — space I Signage Mounting area 0, clear Location and Height _ ] - - - - - - J -14 space - — _-� X - - - --T--� I II I ° E E 60 min 75 min � � 60 min I ,aShower BOL EControls (a) (b) E 20side back (long) < Shower Head With Seat in Tub With Seat at Head of Tub CD ~ - I I "' ® ®® side Drain L — — — — J ' — —1— — , J NOTE: Shower head and control areu may A.ease be on back (long) wall (as shown) or on FIG.33 PRINTS ISSUED 33 - 44 33 - 44 Theater Seating 33 - 44 33 - 44 either side wall. (b) Clear floor Space at Bathtubs wagon P 4/4/01 FOR PERMIT 30-in by 60-in Stall (c) (d) +. Forward or Rear Access Side Access International (d) Symbol - () International S bol of 18 - - - - TDD Symbol Access for Hearing Lass 17 min r-----T----+ I I I control area w JOB NO. ry drawn: AC 18 _ Ob04S.L checked: CP 'D I clear E E floor 110 v E I I q-- ¢� X -` 1 c a E w o I space C 00 .0 C CD X o •S E 4 � E I E '`' "' E E - - � ADA SHEET 00 4 (b) I'] 1� W _.-.. r ILI 19 ma 33 - 44 33 - 44 33 - 44 33 - 44 - o Display Conditions - International ~�11fI Symbol of Assessibilit seat wall back knee - _ 48 min _ Bleacher Seating y control wall clearance 8 min 6 max clearance l U v FF;;jj a 17 min depth a b a () r .1 Forward or Rear Access Side Access Proportions - International 36-in by 36-in Stall; ?' u,��'' NOTE: equipment permitted in shaded area , „i ,J r o Assessibdit LLJ Eff Symbol f ym y lU„o„/�.I..i...i......YM.......i,.Y.,. ,.,,,..,i,i,,.,,.il.,i.,..i .li.,., ,.li, „i,iii....,...........i.., ..m......ii., �,�.,,,.�,,,... 0 / FIG.46 .,,:,;vv:,,,,,,,,;,,_,;,;;;;,,;;;;;,,;;,;,,;;,;,,,,;.............,_._.,.,...........,....,,,,,:.v,.,... E FIG. 37 FIG.31 FIG.32 Space Requirements for Wheelchair FIG. 43 I Seating Spaces in Series International Symbols Gab Bars at Shower Stall Lavator Clearances Clear Floor Space a Lavatories �;_ '' ��r ,d sit © copyright 2007 VALUE PLACE ° V, / OWNER: VALLAND, LLC r / OWNER: REALS, & PIERINA 2185 N. PARK AVE WINTER PARK, FLORIDA I I 1390 BRISTOLL PARK PLACE LAKE MARY, FLORIDA LOT 3 i 10' MAINTENANCE EASEMENT - N 10301.16 . PER O.R.BOOK 2931, PAGE 0676 V ' / F ASPHALT I EXIST. 1 STORY BUILDING AD5RALT f / E..10136.86 _ --� -- f� WE BENCH MARK PARKING LOT 52 5.5'(P) //// - - coNcrETE o.l' INSIDE � �r./Z _ 7 i J 1, `� LE OF NAIL ,4 PENNY,�/�i ELEVATION..az.aa-__-_-_-_ �% • s r�e••�•�• '•'ti•�• • •�•�e• •eek•• • ear ._ ,,�•�,• r�°air ell } 1� � � I N 10304.85 f PHASING LIMITS AND E 10663.05 /� �c• )l\/ LIMITS OF CLEARING /®I� �! 2 •ie•••e•••••••e•e• •• ••••••••e•reeee••••••ee••e••••••••••e•••••••r rr r•e••••••••r r•e•••••re Yr •e e_• • •r •r •e ee e•••r••e •e e••er H er e••e e•lrr/r• ••e ••ee ee re •••••••e er e••r •• N H ep ee es••ee ee ee•�s•• • \u a • 20' BUILDING SETBACK & 10' MAINTENANCE EASEMENT 1 • LANDSCAPE BUFFER PER LEGAL DESCRIPTION OF LOT 4 .. /�' 35'R • e -1 0.00' - ec O.R.BOOK 2931, PAGE 0676 I • A 1� e _ 0 g P�RCEL om0 m LOT 4 �! .•o 1 4 ` N� - `. NOT INCLUDED Y, -,T N 10229.5I N• ��rw si^Q_^`- _ C2 _ L3yn� /��rm QO0'/ / 10'R - 1.84 23.00' ® hO. �- CONCREtE 2.5' OFF ��/�hQyo CS JUMENT-� ��i10 70.00' 0.00' 28.51' 3 GpU: 250'(D) �/ Oki -Z R/MGN ! ` a d- : • /' , , 7 I 8 1 - li 2 S -T] M �������40 �� i -•• \C�� 1 - - - - Q - --- 20'R 587.9'(P)___ �- -_ - _- --- _ _-D.3o.o' _ Ilel II® 8® 6'01"E 249.3�M) _. ® ® / / • •' / 1 8 I CO • I 30 INGRESS do .EGRESS EASEMENT I ' 3. -6 I`� t,O�Q��Q r / ' 7 �/ • �i\ v 20'R J I I L - - - - , - - - PER LEGAL DESCRIPTION E - LOT a - - - - „ - ---, - �J ` - - - ..' Ec �R.�0�44�'P�E 0067-' :? �%• �"'' Q� �� /rL h ';<:"..'' • 20'R _ 8 10' N ® R°••r•rr•e•e••rr••••ee••aer•eee•••• •e• •••••••r•e••••eee•eee••••seers••i,••••e•••e••••s•e••e•e••••••i� Cop�O� /� �! a 7O j 20� BUILDING SETBACK & J r / 1 1 _ ��� 0��/7��v� b •. 7 L,rP - 1Z' - _ __ - - .,/ �z,�--- LANDSCAPE BUFFER,��'18' czt a3.a5' / : • 57.00 7.25' L6 r R�2 PARCEL B 4 7 I" ,,, LOT 5 G3, ��, N R o 13 PHASE 11 35 R I o 0 10__ �. • v _ AUEA: ±924 A(TPES /' / - • 8 7 PHASE I O N 10119.77 / E 10321.07 J -__ L / r7 • .--....... -•--•-- -� _ - - - !� /-r GS. ��• 121 ROOMS • .� 900.3'(P) 4 STORY o 12' 8 / �ev, ! I .. V�7_7 ,�, ;,�, ?ry' 55.61' •P/l-7 -Tl f`t• �r , �• N 10074.35 ' PHASING LIMITS AND r AW• HOTEL 20' 12' 12' 18'- E LIMITS OF CLEARING / 10095.54 mcA� 7 ' 2' 7 V A C A N T y�,� ,.5, J���• p s,�J'7 3,• 1r�1� ;?,�.�•., 50' BUILDING SETBACK .- r;� 2J� •• `. '•:. •.• a', :� a se•ee•••tosses•••r•e••••ee•oss�••••••s�rer••eeee•ess s•e••e •rsr rr•ri•�•rr � �••�1 / r' 1 .� . ova � r F(:o) 0 0 �� 0 20'R L..._, Pi(Rt�L �71.67' - 10' 23.52' 48.05'' LOT 6 ! �a �� xe ! • Y12-P� -j • 2CR _ 8 5 I e 4 8 11.34 34.67 y c .ter---- ETE o.4 INSIDE ' _ 1oo.0U' N 10034,5 2 25' LANDSCAPE BUFFER . • 34.00' I N N _ - E 10362.27 50'R 1 50'R N 10032,53 - - N L9 50.00' 11.34'15.14' 34.86' 6' v t° E't0U73.Z8 f „ °0° ----------------J ••.e.e......... 37 3 VT 3 : • 5 8 D •� 'I L 3 N!�! ®8 4'�8"W 22u.58 IIS ® - __ _.-. --- -- 1.1 _ _. --. -_ ------ �\ _ --- oo r S89'34'58"W 150.11'(M) (M) N 1,'2-•0-% ,;?. _c y 1 150'(D) µ \-SOUTIIWEST oDRNER N 10000.00 224.11'(P) : in 43'R FOUNTAIN �x; J� o 0 21.68' p EXIT -10 fors o ` 3' rg I'I� `T, 6' CONCFlETE WALL TO REMAIN OND LON E 10000.00 P HAS E I \VIV/ (BY OTHERS) ; f,. STO(�A)TER �I �o I Ila OWNER: MILLER, DONALD J. 3c PAULINE B. S i,, o 15'R rrl I N,a PARCEL D NWL 38.50 I I111p 1 2816 S. FRENCH. AVENUE • W � tri ao SANFORD, FLORIDA r� LOT 7 y - 1, 30.82' I NUT LOT 7 INCLUDED O frl . 46 • a I I0 LOT 7 NOT INCLUDED 37 20 R 1 OWNER: DELTA TRIANGLE CORP ZONING: 5R-1 C 0 JAMIE E. SEAMAN ATTORNEY c� ; 17'R 3 .: , ., I OVERHEAD LINES 1750, E. LAKE MARY BOULEVARD q 4 R 1' r 50'R I (rYPIcnL) - - - - SANFORD, FLORIDA �, ', y •r•eeee•••••••ef�r• ••rr•• ••••tree •• re••e•••• 'e '1,• NI •45'Rs •rr•r• • •e•e•• •ee••••• I / •e•e•e•ee•s•••eeee•e••••reeee• 0•R•••eee•r•••••• J p _40ra 1r+�c<: _ _ - - - - - - - 99.21' 20' BUILDING SETBACK & 42'R D- �' ` - LANDSCAPE BUFFER POWER POLE 1.1' OFF & 7.56' N S',V:-d S89'35'26" W 537.42'(M) 3'- \ 538'(D) .3255' 16.81' 33.87 '22.69 32.86 sv!-.35 107.48' jl ~ -_.•_I _ �..- -' -�- - ----• _-_-� �1 I OWNER: LOY, MATTHEW FT. & PATRICIA D. 2802 S. FRENCH AVENUE SANFORD, FLORIDA OWNER: MILLER, JUANITA LOT 8 211 S. VIRGINIA AVENUE OWNER: SCHUSSIER, IRWIN SANFORD, FLORIDA 3712 MYRTLE SPRINGS ROAD FT. WORTH, TEXAS i I BENCH MARK OF ROUND CONCRETE A VA'TION 45.151 LINE 7TLENGTH LENG-LH DEARING y 16.73' N58*18'21"W y I � ' / OWNER: VALLAND, LLC r / OWNER: REALS, & PIERINA 2185 N. PARK AVE WINTER PARK, FLORIDA I I 1390 BRISTOLL PARK PLACE LAKE MARY, FLORIDA LOT 3 i 10' MAINTENANCE EASEMENT - N 10301.16 . PER O.R.BOOK 2931, PAGE 0676 V ' / F ASPHALT I EXIST. 1 STORY BUILDING AD5RALT f / E..10136.86 _ --� -- f� WE BENCH MARK PARKING LOT 52 5.5'(P) //// - - coNcrETE o.l' INSIDE � �r./Z _ 7 i J 1, `� LE OF NAIL ,4 PENNY,�/�i ELEVATION..az.aa-__-_-_-_ �% • s r�e••�•�• '•'ti•�• • •�•�e• •eek•• • ear ._ ,,�•�,• r�°air ell } 1� � � I N 10304.85 f PHASING LIMITS AND E 10663.05 /� �c• )l\/ LIMITS OF CLEARING /®I� �! 2 •ie•••e•••••••e•e• •• ••••••••e•reeee••••••ee••e••••••••••e•••••••r rr r•e••••••••r r•e•••••re Yr •e e_• • •r •r •e ee e•••r••e •e e••er H er e••e e•lrr/r• ••e ••ee ee re •••••••e er e••r •• N H ep ee es••ee ee ee•�s•• • \u a • 20' BUILDING SETBACK & 10' MAINTENANCE EASEMENT 1 • LANDSCAPE BUFFER PER LEGAL DESCRIPTION OF LOT 4 .. /�' 35'R • e -1 0.00' - ec O.R.BOOK 2931, PAGE 0676 I • A 1� e _ 0 g P�RCEL om0 m LOT 4 �! .•o 1 4 ` N� - `. NOT INCLUDED Y, -,T N 10229.5I N• ��rw si^Q_^`- _ C2 _ L3yn� /��rm QO0'/ / 10'R - 1.84 23.00' ® hO. �- CONCREtE 2.5' OFF ��/�hQyo CS JUMENT-� ��i10 70.00' 0.00' 28.51' 3 GpU: 250'(D) �/ Oki -Z R/MGN ! ` a d- : • /' , , 7 I 8 1 - li 2 S -T] M �������40 �� i -•• \C�� 1 - - - - Q - --- 20'R 587.9'(P)___ �- -_ - _- --- _ _-D.3o.o' _ Ilel II® 8® 6'01"E 249.3�M) _. ® ® / / • •' / 1 8 I CO • I 30 INGRESS do .EGRESS EASEMENT I ' 3. -6 I`� t,O�Q��Q r / ' 7 �/ • �i\ v 20'R J I I L - - - - , - - - PER LEGAL DESCRIPTION E - LOT a - - - - „ - ---, - �J ` - - - ..' Ec �R.�0�44�'P�E 0067-' :? �%• �"'' Q� �� /rL h ';<:"..'' • 20'R _ 8 10' N ® R°••r•rr•e•e••rr••••ee••aer•eee•••• •e• •••••••r•e••••eee•eee••••seers••i,••••e•••e••••s•e••e•e••••••i� Cop�O� /� �! a 7O j 20� BUILDING SETBACK & J r / 1 1 _ ��� 0��/7��v� b •. 7 L,rP - 1Z' - _ __ - - .,/ �z,�--- LANDSCAPE BUFFER,��'18' czt a3.a5' / : • 57.00 7.25' L6 r R�2 PARCEL B 4 7 I" ,,, LOT 5 G3, ��, N R o 13 PHASE 11 35 R I o 0 10__ �. • v _ AUEA: ±924 A(TPES /' / - • 8 7 PHASE I O N 10119.77 / E 10321.07 J -__ L / r7 • .--....... -•--•-- -� _ - - - !� /-r GS. ��• 121 ROOMS • .� 900.3'(P) 4 STORY o 12' 8 / �ev, ! I .. V�7_7 ,�, ;,�, ?ry' 55.61' •P/l-7 -Tl f`t• �r , �• N 10074.35 ' PHASING LIMITS AND r AW• HOTEL 20' 12' 12' 18'- E LIMITS OF CLEARING / 10095.54 mcA� 7 ' 2' 7 V A C A N T y�,� ,.5, J���• p s,�J'7 3,• 1r�1� ;?,�.�•., 50' BUILDING SETBACK .- r;� 2J� •• `. '•:. •.• a', :� a se•ee•••tosses•••r•e••••ee•oss�••••••s�rer••eeee•ess s•e••e •rsr rr•ri•�•rr � �••�1 / r' 1 .� . ova � r F(:o) 0 0 �� 0 20'R L..._, Pi(Rt�L �71.67' - 10' 23.52' 48.05'' LOT 6 ! �a �� xe ! • Y12-P� -j • 2CR _ 8 5 I e 4 8 11.34 34.67 y c .ter---- ETE o.4 INSIDE ' _ 1oo.0U' N 10034,5 2 25' LANDSCAPE BUFFER . • 34.00' I N N _ - E 10362.27 50'R 1 50'R N 10032,53 - - N L9 50.00' 11.34'15.14' 34.86' 6' v t° E't0U73.Z8 f „ °0° ----------------J ••.e.e......... 37 3 VT 3 : • 5 8 D •� 'I L 3 N!�! ®8 4'�8"W 22u.58 IIS ® - __ _.-. --- -- 1.1 _ _. --. -_ ------ �\ _ --- oo r S89'34'58"W 150.11'(M) (M) N 1,'2-•0-% ,;?. _c y 1 150'(D) µ \-SOUTIIWEST oDRNER N 10000.00 224.11'(P) : in 43'R FOUNTAIN �x; J� o 0 21.68' p EXIT -10 fors o ` 3' rg I'I� `T, 6' CONCFlETE WALL TO REMAIN OND LON E 10000.00 P HAS E I \VIV/ (BY OTHERS) ; f,. STO(�A)TER �I �o I Ila OWNER: MILLER, DONALD J. 3c PAULINE B. S i,, o 15'R rrl I N,a PARCEL D NWL 38.50 I I111p 1 2816 S. FRENCH. AVENUE • W � tri ao SANFORD, FLORIDA r� LOT 7 y - 1, 30.82' I NUT LOT 7 INCLUDED O frl . 46 • a I I0 LOT 7 NOT INCLUDED 37 20 R 1 OWNER: DELTA TRIANGLE CORP ZONING: 5R-1 C 0 JAMIE E. SEAMAN ATTORNEY c� ; 17'R 3 .: , ., I OVERHEAD LINES 1750, E. LAKE MARY BOULEVARD q 4 R 1' r 50'R I (rYPIcnL) - - - - SANFORD, FLORIDA �, ', y •r•eeee•••••••ef�r• ••rr•• ••••tree •• re••e•••• 'e '1,• NI •45'Rs •rr•r• • •e•e•• •ee••••• I / •e•e•e•ee•s•••eeee•e••••reeee• 0•R•••eee•r•••••• J p _40ra 1r+�c<: _ _ - - - - - - - 99.21' 20' BUILDING SETBACK & 42'R D- �' ` - LANDSCAPE BUFFER POWER POLE 1.1' OFF & 7.56' N S',V:-d S89'35'26" W 537.42'(M) 3'- \ 538'(D) .3255' 16.81' 33.87 '22.69 32.86 sv!-.35 107.48' jl ~ -_.•_I _ �..- -' -�- - ----• _-_-� �1 I OWNER: LOY, MATTHEW FT. & PATRICIA D. 2802 S. FRENCH AVENUE SANFORD, FLORIDA OWNER: MILLER, JUANITA LOT 8 211 S. VIRGINIA AVENUE OWNER: SCHUSSIER, IRWIN SANFORD, FLORIDA 3712 MYRTLE SPRINGS ROAD FT. WORTH, TEXAS i I BENCH MARK OF ROUND CONCRETE A VA'TION 45.151 LINE 7TLENGTH LENG-LH DEARING L1 16.73' N58*18'21"W L2 146.37' N89'35'57"E L3 34.84' N89'35'57"E L4 88.71' S31 52'00"W, L5 67.00' S00'24'03"E L6 242.00' S89'35'57"W L7 81.00' S00'24'03"E L8 128,00' 500'24'03"E L9 289,00 589'35'57"W CURVE LENG-LH RADIUS DELTA ANGLE Cl 41.00' 165.00' 14'14'14" C2 51.43' 165.00' 17'51'28" C3 71.50' 47.00' 87'09'33" C4 2.33' 47.00 2'50'27" Mj w LTJ O F- 0 W In Z W U J Ed Li z 0 z w 0 Id W F- rn Cl) W a LL O J Q Ed rn w Q w z S- 0 Z Q Ed 0_ F - Q Z 2 (, W z F- 0 z 0 J Q F -- O z In F- Ed TZ In z F - w J 0 z 3 Ee O 1-- Q 0- Z 0 w a O U W co F- O z Q z In 0 z Q z 0 Q 0 w z a Q W CL 0 D� I1 In Z a F - z 0 U 0 Z 3 a Of 0 V) z 1- a� U Z ,t '. o Loy. QW n f� W Q) I',Y H.COQtO �19 WO o NZ U7N4�t� ^ M q Li. 0 W 6-10koW �� w � L L, G7 a Ed J Q ., mLLjx z Z �wF-L ko wNz V) W z V) Z) z In O F- 0 W In Z W U J Ed Li z 0 z w 0 Id W F- rn Cl) W a LL O J Q Ed rn w Q w z S- 0 Z Q Ed 0_ F - Q Z 2 (, W z F- 0 z 0 J Q F -- O z In F- Ed TZ In z F - w J 0 z 3 Ee O 1-- Q 0- Z 0 w a O U W co F- O z Q z In 0 z Q z 0 Q 0 w z a Q W CL 0 D� I1 In Z a F - z 0 U 0 Z 3 a Of 0 V) z 1- " 1 DATE: 3/1/07 PROJECT NO,: 06086 DRAWN BY: RJH DESIGNED BY: SLS CHECKED BY: AJG ENGINEER IN CHA GE: LLOYD t RI9 LLQ P.E. �c 2907 CIV1l7%STYE YPNGINEERING, INC. 2699 LEE f OAD SUITE 450 WINTER PARK, FL 32789 LICENSE No, 27346 SHEET NO. Q F- : 12 (-D J cq J a X u a 2 W ID z 2 O F- V) Z a U W . Q O U � a. C) V) w 0. C.� vw a it ci N o N w Q LQ <r C] <. _ z U lo0 w z Z LL W 0 ■■. z 0- w w F w ♦♦LL� �d " 1 DATE: 3/1/07 PROJECT NO,: 06086 DRAWN BY: RJH DESIGNED BY: SLS CHECKED BY: AJG ENGINEER IN CHA GE: LLOYD t RI9 LLQ P.E. �c 2907 CIV1l7%STYE YPNGINEERING, INC. 2699 LEE f OAD SUITE 450 WINTER PARK, FL 32789 LICENSE No, 27346 SHEET NO. Q F- : 12 MINIMUM LENGTH.(FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). DIP: CL350 SQUARE CUT EDGE - of EXISTING PAVMENT (TYP.) -TRENCH WIUTH VARIES SE NOTE 10 8„ W/ SIZE OF PIPE 12" 14>' FINISHED GRADE. 20" 24" 90" BEND 000000000000 CONCRETE ' CONCRETE BENCHING UUU O O U SEWER g q F] q q q CONCRETE BASE 45' BEND U 0 O D U p O qO OO ASPHALTIC CONC. \ UUUUUUUpUq - CONNECTION. \ WHEN FLEXIBLE P 15 CUT. VEME IT nppoo❑ - �\ SEE NOTE 2 ANGLE MAY VARY--,\ 11-1/4' BEND / V 5 Z w SEE NOTE 4� PLUG OR BRANCH OF TEE PIPE O.D. J ❑ w 0z ?�/ N w F - V1 ^* SELECT MINIMUM LENGTH.(FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). DIP: CL350 PIPE SIZE 4„ 6„ 8„ 10" 12" 14>' 16" 18" 20" 24" 90" BEND 000000000000 CONCRETE ' CONCRETE BENCHING UUU O O U SEWER g q F] q q q CONCRETE BASE 45' BEND U 0 O D U p O qO OO SEE MANHOLE UUUUUUUpUq - CONNECTION. nnnnpnp❑ �AF y�� DETAILS 22-1/2' BEND nppoo❑ \ z_ 11-1/4' BEND 5 Z w PLUG OR BRANCH OF TEE ❑ w 0z 30 x 30 x6 TK. CONC. PAD (FLUSH WITH FINISHED GRADE) - 3" DIA. BRONZE Z" 3" DIA. BRONZE DISC TK. DISC ANCHORED IN ANCHORED IN CONC. PAD 14 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D, ALL AROUND REQ'D. SIZE OF VALVE "a TYPE OF VALVE SERVICE DIRECTION & N0. . a TURNS TO OPEN p "'• I nUUUUL n0000p0o UVUUUUUOVU _ f J CJ J TROWEL -FINISHED w 000000000000 CONCRETE ' CONCRETE BENCHING UUU O O U SEWER g q F] q q q CONCRETE BASE 0� U 0 O D U p O qO OO SEE MANHOLE UUUUUUUpUq - CONNECTION. nnnnpnp❑ �AF y�� DETAILS nppoo❑ \ WATER :'a APPLICABLE VALVE .d: �a' ' RECLAIMED WATER SEWER 5°j oA BOX AND COVER °`'�' \/ ' (SEE FIG. 115) 1 \ < COMMON, o ,� / FILL m z ANCHORS �v°a�o°O o o a -BEDDING ROCK a 3000 P-S.I. MIN. (TO BE APPROVED 60 ad 'Lr� v�o�0rn0n / � CONC. MIN. BY CITY) ❑ 0 0 0 0 0 0 0 PIPE BEDDING o a o 0 o a o \ NOTES: d 00 U d d U d Liu (SEE NOTE 8 k 9) - g°�°�°gyp' �0 0�'/ VALVES 16 INCHES AND LARGER U U U g q U U 0 U U U MANHOLE FRAME &COVER \! ( %\ • *- UNDISTURBED 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. EJU U U d U U U U d U U I (SEE FIGURE 202) ❑ q ❑ d d q SET COVERS FLUSH IN �- FRAMES BEDDED IN MORTAR ` NOTES: � EARTH � ❑ p p WATER ❑ ❑ d PAVED AREAS k AT i. PIPE BEDDIrIG: SELECT COMMON FILL COMPACTED TO 95Y. OF THE MAXIMUM. DENSITY AS PER 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY UUU UUU ELEVATIONS SHOWN IN AASHTO T-180. RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN ❑ O U U U U U U U U U 0 UNPAVED AREAS. 2 COURSES OF BRICK (MIN.) TABLE, n d 0 0 1111 d d d d 4 COURSES (MAX.) 2.. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95Y. OF THE MAXIMUM DENSITY. AS PER AASHTO U U U U U C] U U C T-180. FLOWAULE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE 6" TK. CONC. PAD TJ 0 d U cio o 1'-6" MIN. N 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH r u AFFECTED. SEE SECTION 32.8.4 OF UTILITY MANUAL FOR DESIGN MIX. (FLUSH WITH 3'-0" MAX. 5" 2'-0" YIELDS GREATEST LENGTH OF RESTRAINED PIPE. FINISHED GRADE) INSIDE WA OUTSIDE WALL 3. USE OF TYPE A BEDDING TO BE DQTERMINED IN THE FIELD AS DIRECTED BY THE CITY. � � ! o PRE -PRIMED 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF 2"q POTABLE WATER eNUMlNous EPDXY COATINGS n 'p JOIN! SURFACES 4. 15 MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED ' LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OVTSIDE.DIAMETER OF THE PIPE. REBARS '',.a -t w UNLESS OTHERWISE INDICATED. PER SPECIFICATIONS 4'-0' 5" MIN• a PRE -MOLDED ALL AROUND ; (SEE NOTE 5) PRE -PRIMED PLASTIC JOINT 5. WATER SHALL NOT'BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. JOINT SURFACES SEALER WITH 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE •..• ' PROTECTIVE 6. ALL PIPE TO BE.INSTALLEU WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. p '' { w rn WRAPPER WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR BENCHING PER SPECIFICATIONS-` 1" p- i (WRAPPER TO 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING WATT NOTE: ! - a BE REMOVED) SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. ASSUMPTIONS: Q • > COMPLETED ' e:.• APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: REINFORCEMENT AND JOINT - JOIE WITHO 6" s TYPE OF PIPE:_-_ �>IP IN, 5Q EZE- U7 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED D'( THE CITY. BEDDING DEPTH SHALL -_ � DETAIL TV BE DESIGNED BY SgVEEZE-OUT BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15" AND 6" MINIMUM FOR PIPE DIAMETER 1G' s WORKING PRESSURE: P,S.I. : PURPLE RECLAIMED WATER THE ENGINEER AND L 8" MIN. AND LARGER. s SOIL DESIGNATION:--_----- " •4.- •. W APPROVED 81 THE j 4 LAYING CONDITIONS:_ APPLICABLE VALVE .,' ;'�. �'•.4 •^ ctTY. 9' y^ L 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF UEDDINO ROCK BELOW BOX AND COVER GREEN - SEWER l -I I 1- SECTION JOINT THE PIPE. THE CITY SHALL DETERMINE RI THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS x TO BE COMPLETED BY THE ENGINEER SEE FIG. 115 ---+9--I9"I--• DETAIL REQUIRED 70 REACH A SUITABLE FOUNDATION. ( ) BLUE -POTABLE WATER 10. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE 6. FOR HDPE PIPE OR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN BEDDING ROCK 2" MITI. GRASS SPECIES. PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. 11. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE. VALVES -SMALLER THAN 16 INCHES CASTCONCRETE RETE BASE BASE PRECAST MONOLITHIC OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY. SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. RESTRAINED PIPE TABLE DIPTYPICAL VALVE BOX COVER DETAILS TYPICAL MANHOLE DETAIL TYPE A BEDDING AND OPEN -CUT DETAIL VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 100 CITY OF SANFORD 1999 FIG. 104B CITY OF SANFORD 1999 FIG. 107 CITY OF SANFORD 1999 FIG: 115 CITY OF SANFORD 1999 FIG. 200A RAISED 1-1/2" LETTERS k HYDRANT CORPORATION MARK WITH WOOD CORPORATION T -BRANCH FLUSH WITH 'TOP OF COVER OPERATING PAINTED IDENTI- FITTING VALVE PAD IN STOP (1• MIN.) STOP (1' MIND - "SANITARY° OR "WATER AIR *RELEASE" COVER (SEE FIGURE 115) NUT CAL COLOR & (1" x 3/4• UNPAVED AREAS WITH LOT Hum- x 3/4') "SEWER AIR RELEASE,"OR "STORM WATER" "CITY OF SANFORD" LEFTS AS APPLICABLE FOR CITY MAINTAINED (SEE FIGURE 107) VARIES TYP HOSE NOZZLE AS REQ'0.' _ CURB STOP z FACILITIES ONLY CURB sroP 2 EA. LUT WYE WITH ,Z-� (SEE NOTE 3) t LINE 24 - 6" BRANCH SEWER MAIN FINISHED GRADE 3 E " SQUARE AND PUMPER NOZZLE -_ - SIZE VARIES 6" THICK REIN- O� sq 5' MAX. 6• 45' WYE WITH \ ` \ FACING STREET a s' MAX \ O BEND B" BRANCH / ` �/ SHEAR PAD'+(SEE E 'Ao SERVICE CLEAN-OVi �_ NOTE 2) VALVE PAD E PRo IiTY (SEE NOTE 2) T �\ BACKFILL i (SEE FIGURE 107) TUBING TUBING z �\ \ , 14 GAUGE COLOR CODED 2 - /4 AT 9" Z 3 (1' MIN.) (1' MRI,) LROe ERTY REMOVABLE PERMANENT PLUG (TYP) tl� 'SPLICE BACK / INSULATED LOCATE WIRE O.C. ALL + PLUG (TYP) - c INTO MAIN ��y AROUND 'O SERVICE CLEAN-OUTT__� \j SMGLE MEIER BOK AND INDIVIDUAL METER BOXES h (SEE NOTE 2) LOT i:�F �` LOCATE WIRE �/�/ _ WATER METER UP TO 2" WATER METERS UP TO 2" (BY CITY OF SANFORD) (B7 CITY OF SANFORD) LINE ZI W BUTTERFLY 6. z TYPICAL LOCATION OF ADJUSTABLE CAST COMPACTED -SINGLE SERVICE DOUBLE SERVICE F/ P # U LOCATOR DEVICE - VALVE - 'OF�1D G" a5' 3 ° � / �C IRON VALVE BOX BACKFILL - M J HYDRANT 2 NON -PENETRATING eenD ! j�; ,"', ANCHORING TEE CONTINUOUS COLOR PICK HOLES % o ° ° ° 7/R/ SEE NOTE 3 CODED 14 GAUGE «( SERVICE CLEAN-OUT o / > CORPORATION STOP INSULATED COPPER DOUBLE CHECK PLAN (SEE NOTE 2) o� ! ! 12" NIH. $ FITTING LOCATING WIRE VALVE ~--~ �/ r (NORMALLY OPEN) / ° n TWA 4/� =jz PLAN r ll�/! -- LOCATING WIRE ALONG - /j 1� 1 MAIN (SPLICE SERVICE • i� v v i• , r, r r+�; �/ �(O l7r�VVi�O°(j�., ° ^^ ° O O�3-'J..1/ x,'r.>R/.» in�TCSry i, vi.I WIRE TO MAIN WIRE FINISHED GRADE / WITH WATERPROOF WITH 30' 45' 6" BEDDING ROCK 6' PIPE YOKE BAR ALL COVERS USF "AS" # SLOPE TO METER OR EQUAL. c TERMINAL DEPTH AT \ \ MACHINED 6". PVC 1.UX. MIN, (TYP) - �\ / \ / \ \ %%% WITH RIESTRA HEIRS l�//�(� \� /,_ TIT / / �- r RESILIENT SEAT GATE lr• /rz /.- :>>./Ix/IIa>;.;T:/iLr/� -Iry//%..�-n, VALVE AND BOX CURB STOP MATING ` TYP. AWWA TYPE v SURFACES. TERNMAL DEPTH ( ) (SEE FIGURE 400) CC THREADS ROTATE 6' pvc AS REQUIRED FOR UNDISTURBED BEDDING ROCK NOTES: TYPE "K" FLEXIBLE 30' (f7P.) SPRING LINE SERVICE (3' MIN.) EARTH WATER MAIN COPPER OR CiS i TERMINAL DEPTH (SEE NOTE 1) (TYP.) 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR POLYETHYLENE As REQUIRED FOR - WITH A PERMANENTLY PLUGGED WEEP HOLE. TUBING (1" MIN) SEWER MAIN " (� ~~24" f 3/$" I 1-1/2" MIN. SERVICE (3' MIN.) SADDLE (TYP-) SINGLE DOUBLE 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 NOTES: SERVICE SERVICE NOTES: INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED 1. ALL FITTINGS SHALL BE BRA55 WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. SECTION. PROFILE 2. NO SERVICE UNE SHALL TERMINATE UNDER A DRIVEWAY. N V BE USE 1. PVC EXTENSIONS MAY D ON BOX INSTALLATION. • , 4-3/4" MIN, 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED NOTES: SHALL BE A 12 INCH MINIMUM. 2. ALL WATER SHUT-OFF VALVES THIRTY (30) INCHES AND APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL DE CLEARLY MARKED WITH A MANHOLE FRAME: USF "227" 1. INVERT, OF LITERAL SHAH NOT ENTER SEWER MAIN BELOW SPRING UNE LARGER SHALL BE BUTTERFLY VALVES. SEE SECTION 52.3 2" x 2" x 18 STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARUNG NUMBER OF THE LOT(S) TO BE SERVED. INLET FRAME: USF "1'295" 2. SERVICE CLEAN-OVT SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION OF THE UTILITIES MANUAL. 8-84, KENNEDY K81A OR CLOW MEDALLION F-2545. OR EQUAL. BY THE CONTRACTOR.' 4_ RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE 3. CITY APPROVEU ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH PURPLE COLORED CTS POLYETHYLENE TUBING. ELEVATION AT THE END or EACH SERVICE STUB -OUT. IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES & NON-RESIDENTIAL SERVICES SHALL SECTION 52.7.5 OF THE UTILITIES .MANUAL. 5. POTABLE WATER SERVICES SHA1,L BE PAINTED BLUE (COPPER) OR USE BE 6 INCHES IN DIAMETER AS A MINIMUM. 6. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT BLUE COLORED CTS POLYETHYLENE TUBING. 5. ELECTRONIC LOCATOR DEVICES SHALL BE PLACED ADJACENT To THE STUBOUT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 FOR EACH SERVICE. (SEE SECTION 43.4 OF THE UTILITIES MANUAL). . AND 52.7.3 OF THE UTILITIES MANUAL. STANDARD MANHOLE- FRAME AND COVER SANITARY SEWER LATERAL DETAIL WATER SERVICE CONNECTION DETAIL BUTTERFLY VALVE. AND BOX DETAIL FIRE HYDRANT ASSEMBLY DETAIL CITY OF SANFORD 1999 FIG., 202 CITY OF SANFORD 1999 FIG. 204 CITY OF SANFORD 1999 FIG. 401 CITY OF SANFORD 1999 FIG. 402 CITY OF 'SANFORD 1999 FIG. 405 ,. .- RIGHT OF WAY UNE VARIES .) TEE PRECAST MANHOLE WALL �-- INFLUENT SEWER (SEE NOTE 3) CONCRETE ENCASEMENT s' OF VERTICAL PIPE INLET CONNECTION - DROP PIPE AS REQUIRED (SEE NOTE 1) 90' BEND 1 2" STANDARD DROP DETAIL PRECAST MANHOLE WALL COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITHMANHOLE PVC OR DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER PRECAST MANHOLE WALL STAINLESS STEEL PVC OR BAND DIP STAINLESS STEEL PIPE CLAMP •. RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS CITY OF SANFORD 1 1999 FIG. 201 18" x 18" x 6" PROVIDE BRASS RING & PLUG IN TRAFFIC AREAS. CONCRETE PAD W/ #4 REBAR EACH SIDE -� RISER AS REQ'D ©L- A 45' BENDS �G4� PLUG WYE UNTIL eFj CLEANOUT IS BY LICENSED UNDERGROUND INSTALLED - - UTILITY CONTRACTOR CLEANOUT (TYP.) -� TO GRAVITY SEWER 6" PLUG WYE NOTE: 1. THE SITE DEVELOPER SHALL LEAVE THE CLEANOUT RISER V-4' ABOVE GRADE AND IT SHALL REMAIN SO UN CIL LOT BUILD OU T. 'THE RISER SHALL TFIEN BE CUT AND CAPPED AT FINISHED GRADE WITH A CONCRETE,PAD. 2. ALL CLEANOUTS AND CONCRETE PADS TO BE FLUSH WITH FINISH GRADE. 3. UTILITY CONTRACTOR TO INSTALL & PRESSURE TEST WYE AND INSTALL PLUG. PLUMBER TO REMOVE PLUG, INSTALL CLEANOUT AND CONCRETE PAD. 4. ETCH CURB WITH "S" WHERE LAT RAL CR055E5 UNDER CURB 5. ALL COMMERCIAL AND RESIDENTIAL SINGLE LATERALS SHALL HAVE 6" CLEANOUTS. 6. MAINTAIN A MINIMUM OF 3' CLEARANCE FREE OF ALL PLANTINGS & STRUCTURES AROUND CLEANOUT. 7. CLEANOUT CAPS SHALL BE SLOTTED OR HAVE A RECESSED NUT, SANITARY CLEANOUT DETAIL - LIMITS OF UTILITY EASEMENT DISINFECTION CONCRETE Sue- A) TEMPORARY JUMPER CONNECTION NOTES: DrPA55 ---_ DOODLE CHECK BACKFLOW Before being placed in service, all new water mains shall be chlorinated in accordance with the spadflcations #9 ALUM. CLIPS - 2"METER DOUBLE ASSEMBLY below and the procedures outline in AWWA 0-651 "51andard Procedure for Dlslnfecting Water Mains". 2'-0" MAX. 10'-0" TO CENTER MAX PREVEN1. A temporary jumper connection is required at oil connections between existing All provisions of the Florida Department of Environmental Protection permit shall be complied with. SPACING -� FLANGED IEE 1 SCH. 40 GALVANIZED active water mains and proposed now wglur main Improvements. i (2 REQUIRED) jW ,N• TOP RAIL T PIPE AND FITTINGS 2. The detail above Is to be used for filling any new water main of any size from POST CAP &- PRESSURE GAUGE PROVIDE TEMPORARY existing active water mains and for flushing of new mains up to 8 INCHES IN WATER SYSTEM TESTING: 1 ^- DIAMETER 2.5 FPSminlmum veto, t and for performed al 150 pounds r square inch pressure, unless STRETCHER SUPPORTS AS REQUIRED. ( Y) Pulling bacteriological samples from any �K cnrE • Hydrostatic testingshall be pe q p POST MAIN VALVE i c _ _ new water main of any size. The jumper connection shell be maintained until after filling,/�� 'K` 9 -HE WIRES METER a ern -10) flushing,testingand disinfection of. the now main hos been successful) completed and otherwise approved by the City, for period of not less .than two (2) hours. Testing shall be in CORNER BARS F (SEE NOTES 9-10) T P accordance With the applicable provisions as set forth in Section 13, AWWA Standard C600 for -� 12" O.C. clearance far use from the Florida Department of Environmental Protection (FDEP) and ductible iron pipe and AWWA Manual Number M-23 for PVC pipe. HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS O FABRIC / i other pertinent agencies have been received. The jumper connection shall also be used to PROPOSED I 3 a ROUND 2'0' MIN. maintain a minimum pressure of 20 psi in the new mains offer disinfeciton and until the The testing procedure shall Include the continued application of the specified pressure 'AFITARr SEWER 2'0' NLN. P P P UTILITY I'OTAULE WATER RECLAIMED WATER' (GRAVITY 4 FM,) STORM SEWER paCEPTAULE iD TRUSS BARS LINE• POST 1 FDEP clearance letter is obtained adequate. Thrust blocking and/or restraints shall be to the les syslem, for the two hour period, by way of a pump taking supply from a container VARIANCES Ir - 12" TO 30' `-3 4" HOSEBIBB provided temporarily, as required. Pipe and fittings used for connecting the new pipe to the suitable for measuring water loss. The amount of loss shall ba deferminI by measuring the HORIZ. VERY. HORIZ. VERT. HDRR. VERT. HORIL VERT. (SEE NOTE. 1) ' / volume displaced from said container. Should the lost tall, necessary repairs shall be POTABLE s' c/c TENSION WI W VACUUM BREAKER sxisiing papa shall ba disintactad prior to Instvllatlon in accordance with AWWA C651, 1s' 1O' Ie' to' Ta'. 2' TE RE ABOVE / accomplished by the contractor and the fast repealed until 'Within the eslabllshed limits. The WATER -1 TURNBUCKLE 12' SPOOL PIECE 1992 edition. The lopping sleeve n t exterior f j GRADE o t ppl g a as e o d. he xterio o the main tv be tapped shall be contractor shall furnish The necessary labor, water pumps, gauges and all other items required to 'EE cenERAL ,I - + DOUBLE CHEcr, DR REDUCED 2" SCHD. 80 PVC.-�• 2" SCHO. 80 PVC - disinfected by spraying or swabbing per section 11 of AWWA C651-92. WATER D• s' c/c - _ s' C/o _ _ SEE NO. 4 f PRESSURE ZOIC DETECTOR Conduct the required water distribution system and perform necessary repairs. WATER s' o o ta' m' \ GRADE FLANGED 'Y To eYPAss PRESSURE GAUGE - A">">EMeLY AS REQUIRED er 3. Flushing of 10 inches In diameter and larger water mains m be done through the De -In SANITARr 5' c/c nre CITY --------- -- 9 rg at 9 To' la le �//� �71FI1 II SII - -- valve under very controlled conditions. The following procedures shall be followed: SEWER /� 1/2" PREFORMED JOINT - 1� DOUBLE STRAP SADDLE �I (I H, A. The tie -In vulvas shall be operated and pressure tested in the presence of the 'utility to ' M MATERIAL-UEI'A'EEN PIPE O.S. Q Y. RESIUCNT SCAT VALVES M 3000 PSI CONCRETE ' AnD cor+cRETE Sue O. REQUIRED) company and engineer to verify water tightness prior to 1fe-in. Valves which are not - 2" CORP. STOP - water light shall be replaced with a new valve Installed Immediately adjacent to the L' --JK,> _ 90' FLANGED BEND2" CORPSTOP leaking valve. GENERAL -NOTES - . - RODS ON D.I.P. RISER 12' MIN. jumper B. The temporaryum er connection shall be constructed as detailed. The jumper 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS " 6" 6 4' CONCRETE SLAB WITH' connection shall be used to till the new water main and for providing water for bac- DESCRIBED IN F,O.E.P. RULES OF THE FLORIDA ADMINISTRATION CODE 12 12" NO. 6 A 6, Wr0 x Wlo se MAX, WIRE MESH - SLOPE nr+LINED cnpoE SLOHE EXISTING NEW WATER LINE teriological sampling of the new main as required by the FDEP permit. (F.A.C.). THESE SEPARATION REQIREMENTS SHALL APPLY BETWEEN �r�r ; WATER LINE a e FENCE DETAIL NEWLY PROPOSED UTILITY ONES AND EXISTING OR PROPOSED UTILITY (r AIN �:tcaTE ..ill,,' _ - 1•\``1If`•`z� `` �: j>(J�L /n �:F,:I>,..�+ ` Flushing shall not be attempted during peak demand hours of the existing water LINES. +VALVE a - �`h / �c /�I •,� �. Pi 1�� �,/'�_\ J �• 70' MJ BEND (Z REQUIRED) mains. 2. FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN r - - FLOW . UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 3/8" ADO' P (LAIN rn M MAIn '" ro SERVICE- All downstream rapes in the system must los open prior to .opening the tie -In valve. GATE POST GATE CORNER TRU55 RODS GATE FRAME GATE POST 17-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW -j ( DOAR In ITODDEO IO _� • Provide for and monitor the pressure In the He -in point. The pressure In the existing SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY. TnpuSr LL 1 9O• UL T LL RESTRAINED ADJUSTABLE PIP[ main must not drop below 35 psl. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE - - - ' TO VALVE AS REQUIRED SUPPORT STANDS THRUST COLLAR RODDED TO BY THE cur No7E5;� sv' DEno OR TOTALLY , ' • The tie-in valve shall be opened a few turns only, ensuring a pressure drop across the OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCING / FABRIC GREATER CLEARANCE SHALL BE USED Q CK O J L� li O W F- ha - in W T F -- Z V1 VI W Z M O O t - r U J r-� Ln ZUI W n W U) LN 't 00 0) 0 0LL" � tD W W a a W W U [L X 3 Ot �I W NZ ❑ W Ui Z f J CJ J a Y > x n V w cl� 0� a a w w z_ 5 Z w ❑ w 0z w F - V1 w Q Lc, O z i o u Z O 1-- w 1- N w 1L U ❑ o W ❑ � U U w CL w CL W o v1 ❑ OWi z Q U O N W Q Q Z C7 V) w z h- F - O T_ I- F- 0 ❑ Q I- O Z UJT V) in L o W LLJ QLLJ f J L LL Z ■d Za._ i_I 1 J W � l Z J J J Q T n Z Q RE5TRAINED AS REQUIRED TIE-IN VALVE MUST BE CLOSED AND valve is greater than 10 psi. < Z 1. ALL PIPE AND FITTINGS, MATERIALS, LABOR, AND APPURTENANCES Df THE CITY REMAIN LOCKED. CITY TO PROVIDE O LOCKING MECHANISM. VALVE WILL BE SHALL BE SUPPLIED BY THE CONTRACTOR. ) C. The tie-in valve shall be lacked closed by the utility company until. flushing begins. C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE.. - _ 1- 2. ALL PIPE AND FITTINGS THREE (3) INCITES AND LARGER 511ALL BE OPERATED DY CITY PERSONNEL ONLY. 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. % RESTRAINED JOIN( DUCTILE IR ONN PIPE. .ABOVE GRADE JOIHIS D. The tle-in valve shall be opened only for flushing of the now main. The procedureXXXI x -r ( SHALL BE FACTORY -FLANGED. shall be directed by the utility company and observed by the engineer. 4. ACCEPTABLE VARIANCES- (x (1j/( cD, to ` 3. THREE (3) INCH METERS AND ABOVE SHALL BE ABOVE ,GROUND ! NOTE: E. After flushing, the tie-in valve shall be closed and locked in the closed position by �'- INSTALLAnON> WITH BYPASS. the utility utility company. A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE 3000 P.S.I.. CENTER STOP - LL 1` a, VALVES SHALL DE CHAINED CLOSED. 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS. IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT 12" x 12" x 12 Z 4. The contractor shall provide documentation demonsiratin that the double check backflow LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN- I CONCRETE 5. THE ABOVE GROUND BYPASS LINE SHALL BE SIZED FOR FIRE FLOW ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. P 9 CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS 1'L 6" 6' 12" prevention device has been. tested and is in good working order at the time of installation. }- REQVIREMCNTS. REGAINED. 20' MAX. � 6. ALL FIRE LINES SHALL BE A MINIMUM OF EIGHT (B) INCHES 5. Except as required to flush lines of greater than 8 inches In diameter, the tie-in valve B. WHERE 16 INCH VERTICAL SEPARATION IS NOT ATTAINABLE AT Q - OR AS APPROVED BY THE FIRE DEPT. shall remain closed and shall be locked In the closed y utility company. CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR EN- DOUBLE SWING GATE DETAIL w f position b the utili Com an . Ths / I- ' 7. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE tie-in volve shall remain locked closed until the new system has been cleared for use by CASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL PROTECTION USES AND BLACK FOR ALL OTHER USES. FDEP and all other pertinent agencies. SUPPORT MAY BE REQUIRED. / • lX 1\ n. j e. A GATE YALVE °HALL BE INSTALLED AT THE ASSEMBLY'S , 6. Upon receipt of clearance for use from FDEP and all other pertinent agencies, the 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH j NOTES: O CON ITEDTIOH POINT TO THE MAIN. contractor shall remove the temporary jumper connection. The corporation stops are to be ANY PART OF A SANITARY OR STORM WATER MANHOLE OR l 0' / D. DUAL DOMESTIC -FIRE FLOW MASTER METERS SHALL BE closed and plugged with 2 Inch brass plugs. STRUCTURE. \ Q., I THE COMPOUND TYPE . '' 1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE \I 7. All Installation and maintenance of the Temporary jumper connection and associated FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. V1 i k 10. DOMESTIC WATER MASTER METERS SHALL BE EITHER CUMPUUNU / backflow prevention device, Hffings, valve, etc. shall be the responsibility of the contractor. OR INLINE TURBINE TYPE IT DETERMINED FROM THE UTILNIESPROPOSED2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL USAGE IN ACCORDANCE WITH APPENDIX "D" OF THE U11LItIE5 )) MANUAL. COATING. Z z TEMPORARY JUMPER CONNECTION TEMPORARY JUMPER CONNECTION- WATER SYSTEM TESTING AND DISINFECTION UTILITY MAIN SEPARATION REQUIREMENTS o DUAL DOMESTIC-FIRE/FLOW DOMESTIC WATER MASTER METER ASSEMBLYCHAIN LINK FENCE DETAIL >CITY OF SANFORD 1999 FIG. 501 ) CITY OF SANFORD 1999 FIG. 504A CITY OF SANFORD 1999 FIG. 504B CITY OF SANFORD 1999 FIG. 507 CITY OF SANFORD 1999 FIG. 508 CITY OF SANFORD 1999 FIG. 304 3 `+_✓ti-�"...-.._.^+,_/`+v/'•...�.�`+._.'`.✓''O..•� ..'.:._.� '\.1"��.i moi`.... -i `•-.."�' - ^"+.ri' _Vl 2 A2 i Z DATE: 3/1/07 l PROJECT- NO.. J 06086 DRAWN BY: RJH } DESIGNED BY: l SLS CHECKED BY: AJG ENGINEE�y IN CHARGE: LLOYD W. G�rF�IfiP.E. P E ////// 9 2007 IVIL/S TELE# GINEERING, INC, 2699 LEE„ROAD SUITE 450 WINTER PARK, FL 32789 LICENSE No. 27346 SHEET NO. OF: 12 0 (XMPACI LXI511N0 liUIL 10 95% PROCTOR DENSITY INTEGRAL CURB / SIDEWALK DETAIL NOT TO SCALE FILE: INTEGRAL CURB -SW DETAIL DRIVEWAYS SHALL ALSO CONFORM TO FDOT INDEX 515. `~- 3' VALLEY GUTTER I��1�—•1T -- -III—III—III II _!iH� PAVEI ENT 'II=III=III—III,..III,111111�IIIIIIIII. ,�IIIiIILIH�I� SECTION A -A' N.T.S. , DRIVEWAY CONNECTION CROSS SECTION TYPICAL PARKING AISLE 18' 12' 12 18' DRIVE LANE DRIVE LANE FDOT TYPE "D" CURB PER INDEX #300. 1% MIN. 1% MIN. 1 1/2" ASPHALT TYPE S -III (PARKING STALLS) 6" STABILIZED PAD 2" ASPHALT 'TYPE S -III (DRIVE AISLES) BENEATH CURB (TYP.) 8" LIMEROCK BASE COMPACTED TO 98% OF MAX. STABILIZE TO 75 PSI FBV, DRY DENSITY PER MODIFIED PROCTOR (AASH f0 T-180) COMPACT TO 957. MODIFIED AND MIN. LBR=100 PROCTOR AASHTO T-180 10" LIMEROCK BASE COMPACTED TO 98% OF MAX. DRY DENSITY PER MODIFIED PROCTOR (AASHTO T-180) AND MIN. LBR=100 FOR DRIVEWAY APRON WITHIN SR15-600 RIGHT OF WAY 12" STABILIZED SUBGRADE WITH MIN FBV OF 75 PSI PAVEMENT SECTION DETAIL NOT TO SCALE TO BE ROUNDED7' MIN VARIES- EQUAL TO SIDEWALK WIDTH 7' MIN �I (5' MINIMUM) NORMAL CURB . . .... AND GUTTER E ='t7. PAINT TRAFFIC YELLOW PAINT TRAFFIC YELLOW DROP CURB AT CROSSWALK DETAIL NOT.TO SCALE S 95% PROCTOR DENSITY NOTE: EXPANSION JOINTS SECTION TO EQUAL WIDTH OF S/W TYPICAL SIDEWALK DETAIL NOT TO SCALE EXPANDED METAL GRATE SHALL BE FOLDED CLOSE c AND ENDS HALL BE SECURED IN PLACE (TYP.) TOP VIEW 1/4" FIBERGLASS SKIMMER 1/4"x3/4"x11" ALUMINUM �~ PLATE W/3 1/4' HOLES (TYP) /,,SKIMMER TOP EL. 42.36 3/16" DIA x 1 1/4" 12' GRATE EL. 42.00 TAPCON (TYP.) ' YF. WEIR EL. 40.12 32, DETAIL.'A' -EXPANDED METAL GRATE ..;I_ 6(STAINLESS STEEL) N. T. S. II li[ i, BLEED DOWN _ INVERT EL. 38.50 SEE DETAIL 'A' (THIS SKIMMER BOTTOM SHEET) FOR GRATE TO =11 j 111r iI T._ 4'- COVER BLEED DOWN INVERT EL I' . 38.00 '11 III '.I iii rl III -1I' III li_ 24" RCP OUTFALL INV. 37.50 EL. 37.00 `1 I INV. 36,00 ` 24" RCP Ili �11=1.,_ OUTFALL _ I , � , I � i i�1-f� �f'-'' STRUCTURE -I fr-It:"; II' I 24" X 24" X 4" Q INV, EL. 37.50 INVERT EL. 36.00 lii-i!I !!r CONC. PAD ' ` SECTION A—A' ELEVATION NOTE: 1/4" FIBERGLASS SKIMMER SHALL BE MOUNTED SECURELY TO INLET BOX AS NECESSARY. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ,ENGINEER'S REVIEW. CONTROL STRUCTURE MODIFIED TYPE 'D' INLET NOT TO SCALE PROPOSED 6' PROPOSED 6' BLACK VINYL BLACK VINYL COATED CHAIN COATED CHAIN LINK LINK PROPERTY PHASE LINE TOP OF BERM EL. 43.00 TOP OF BERM EL. 43.00- LINE II 15' MIN. 25 YR/96 HR DHW EL. 41.29 15' TYP. 100 YR/24 HR DHW EL. 41,86 EXIST. GRADE j 15 25 YR/24 HR DHW EL. 41.46 13 1i-- MA/24 HR DHW EL. 40.45 K PAV PROVIDED EL. 41.11 4 MATCH EXISTING GROUND 4 SHGWT EL. 38.50 1 ELEVATION AT PROPERTY LINE I 1 EL. 36.50 EL. 36.50 2 21 1 POND BOTTOM EL. 32.00 POND CROSS SECTION ' NOT TO SCALE 0 a w SECURE HEAVY DUTY GATE— HINGES TO BLOCK WALL WITH 1/2" ANCHOR OR WEDGE BOLTS (TYP) D HANDICAP SIGN FTP -25 HANDICAP ACCESS RAMP CURB RAMP DETECTABLE 5' SIDEWALKBUILDING FACE WARNING PER FDOT INDEX 304 M7aR:: WHEEL STOP —6' BLUE STRIPE 6" WHITE ---______ ;--6" BLUE STRIPE STRIPE 6" WHITE STRIPE in 5' HANDICAP-------- —8" WHITE SYMBOL PAINTED STRIPE NOTE: 4- 5 S.F. WHITE � USE OF PAVEMENT SYMBOL IN HANDICAPPED 6 6" 6" PARKING SPACES IS OPTIONAL WHEN USED THE SYMBOL SHALL BE 5 FI. HIGH AND 2L 2—► 2" 2" WHHiE IN COLOR. 6" 6" HANDICAPPED 6 6 PAVEMENT SYMBOL 12' 5' 12' TYPICAL HANDICAP SPACE NOT TO SCALE I i� TOP OF CURB OR PAVEMENT z Y c a 0 a 1,� LL 0 w 0 w VARIES R 1.5" 1 5" w 6„ PARKING BY - DISABLED PERMIT 1" ONLY 0.5" 1„ PARKING BY 1" =$250FINE __--,,-DISABLED �- ALL LETTERS1 1" SERIES "C" PERMIT, o IT ONLY ° 1.5.. ° 14'-0 x 3 1/2" x 3 Ib/ft o HOT DIPPED GALV. U -CHANNEL POST o BOLTON 1/8" THICK HOT DIPPED GALV. TRAPEZOID ANCHOR AND ° BEND TO APPROX, 45 DEGREES 0 o 0 45' SIDEWALK OR ° NATURAL GROUND ° -F0 P VIEW FOR SIGN POST ANCHORING SEE DETAIL RIGHT FRONT -VIEW NOTES: 1. ALL' LETTERS ARE 1 SERIES "C, PER MUTCD. 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 5. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). D HANDICAP SIGN DETAIL NOT TO SCALE 6" PIPE BOLLARDS 11'- 4 (CONCRETE FILLED) 40 CON i•INUUU� (T (P) SECT.. _. 78" THICK 3000 P.S,I, APRON W/ #4 BARS @ 12" O.C. PLAI PLAN VIEW rN A DUMPSTER PAD DETAIL �F ORD NOT TO SCALE z rul W) R�0 �q r 6J 0 IN Z q , o Ln ❑ w w(ALnrn o o II.- E9[-,BpoU l.- 111, _" _ q W 0Y (� Ul < >w wi0ou VV) z w �d'q w EJ J Q .. I Lu z W � f- L'- rNn N Z w z vi m O 0 O F-• ❑ w V) z LL) U m w w z 0 z w ❑ w x w F- w a O .a a w V) ❑ w vi a a W F- 0 z a w F- a z ca w T- I- I - 0 I- F -O T- I - 0 II -0 z V) I - w w T V) L DE F - w J 0 l O a n. z clw IL O U w m I- O z J J a T V) 0 z a z 0 a U Ll z a f -- w IL 0 a a z a F- z O U 0 z a 0 V1 2 F - 4" CMU CAP BLOCK 2' REINFORCED W/ 1-#5 \—VERTICAL.- A HOR. REBAR (TYP.) 0 2� V #5 REBAR) 4' C -C AND @ C- EACH CORNER & CORNERS (TYP.) FILLED W/ CONCRETE BLOCK. FILL ALL CORNER CELLS (TYP)- TYP)'ENCLOSED.::• WITH 3000 PSI CONCRETE. ENCLOSED.,. `O SIZE AGGREGATE. DUMPSTER PAD ,, 4" CONCRETE SLAB SLOPE PAD TO DRAIN - W10xW10 WWF z 0 3000 PSI 28 DAY —1-#5 ,HOR. I.EBARZ w WOOD DOORS WITH <! ,n STEEL FRAME (n �l •� MIN, 95% OF MODIFIED PROCTOR 6" PIPE BOLLARD 10' (CONCRETE J (TYP) 2-#5 REBAR, c• � a U W CON i•INUUU� (T (P) SECT.. _. 78" THICK 3000 P.S,I, APRON W/ #4 BARS @ 12" O.C. PLAI PLAN VIEW rN A DUMPSTER PAD DETAIL �F ORD NOT TO SCALE z rul W) R�0 �q r 6J 0 IN Z q , o Ln ❑ w w(ALnrn o o II.- E9[-,BpoU l.- 111, _" _ q W 0Y (� Ul < >w wi0ou VV) z w �d'q w EJ J Q .. I Lu z W � f- L'- rNn N Z w z vi m O 0 O F-• ❑ w V) z LL) U m w w z 0 z w ❑ w x w F- w a O .a a w V) ❑ w vi a a W F- 0 z a w F- a z ca w T- I- I - 0 I- F -O T- I - 0 II -0 z V) I - w w T V) L DE F - w J 0 l O a n. z clw IL O U w m I- O z J J a T V) 0 z a z 0 a U Ll z a f -- w IL 0 a a z a F- z O U 0 z a 0 V1 2 F - 4" CMU CAP BLOCK POURED LINTEL BEAM REINFORCED W/ 1-#5 HOR. REBAR (TYP.) 0 2� V „ VERTICAL #5 REBAR, 4' C -C AND @ CORNERS (TYP.) SPLIT FACE 8"x16" CONCRETE+`: BLOCK. FILL ALL CORNER CELLS WITH 3000 PSI CONCRETE. USE "PEA GRAVEL" MAXIMUM `O SIZE AGGREGATE. 4" CONCRETE SLAB REINFORCED W/ 6"xC' - W10xW10 WWF z 0 3000 PSI 28 DAY CONCRETE, 40 KSI STEEL, I I !="l I I -I 11 =5 I I-1 11111 ' i I IT=T1 I IT III II_i (n NATURAL GROUND COMPACTED TO MIN, 95% OF MODIFIED PROCTOR 6" PIPE BOLLARD MAXIMUM DRY DENSITY (CONCRETE FILLED) (ASTM D-1557) (TYP) 2-#5 REBAR, c• � CON i•INUUU� (T (P) SECT.. _. 78" THICK 3000 P.S,I, APRON W/ #4 BARS @ 12" O.C. PLAI PLAN VIEW rN A DUMPSTER PAD DETAIL �F ORD NOT TO SCALE z rul W) R�0 �q r 6J 0 IN Z q , o Ln ❑ w w(ALnrn o o II.- E9[-,BpoU l.- 111, _" _ q W 0Y (� Ul < >w wi0ou VV) z w �d'q w EJ J Q .. I Lu z W � f- L'- rNn N Z w z vi m O 0 O F-• ❑ w V) z LL) U m w w z 0 z w ❑ w x w F- w a O .a a w V) ❑ w vi a a W F- 0 z a w F- a z ca w T- I- I - 0 I- F -O T- I - 0 II -0 z V) I - w w T V) L DE F - w J 0 l O a n. z clw IL O U w m I- O z J J a T V) 0 z a z 0 a U Ll z a f -- w IL 0 a a z a F- z O U 0 z a 0 V1 2 F - DATE: 3/11/07 PROJECT NO.: 06086 DRAWN BY: RJH DESIGNED BY: SLS CHECKED BY: AJG ENGIN;ER IN CHARGE: LLOYD XIGRIF }kH, P.E. WPIXC'. 282 L 007 C VIL/5111 ENGINEERING, INC. 2699 LEE ROAD SUITE 450 WINTER PARK, FL 32789 LICENSE No. 27346 SHEET NO. r1 I i _ J 0 2� V 0 Lm fy z 0 (n a Z `z a U W v C) U a n w W ` lo w I) 1 l LLJ u h V z L L. LUh O w LL 0 z Lu ommm DATE: 3/11/07 PROJECT NO.: 06086 DRAWN BY: RJH DESIGNED BY: SLS CHECKED BY: AJG ENGIN;ER IN CHARGE: LLOYD XIGRIF }kH, P.E. WPIXC'. 282 L 007 C VIL/5111 ENGINEERING, INC. 2699 LEE ROAD SUITE 450 WINTER PARK, FL 32789 LICENSE No. 27346 SHEET NO. r1 I i _ ti FAD FOOTING 6CHEl )ULE MARK SIZE REINF. ® 2'-6" SQ. X 1'-4' DP, MIN. (3) 04 EA. WAY BOTT. © 4'-0' SQ. X 1'-4" DP. MIN. (5) 1*4 EA. WAY BOTT. © 4'-0' 5Q, X 1'-2" DP, MIN. (5) 04 EA. WAY BOTT, STAIR FRAMING SCHEDULE MARK SIZE 0 MC12X10.6 STRINGER I'-6' WIDE X 1'-4' DP, MIN. MCFX8.5 v 2'-0" O.C. (MAX.) 0 W8X15 (4) W12X19 CONT. FOOTING INN 51...HEDULE MARK SIZE REINF. CFI I'-6' WIDE X 1'-4' DP, MIN. (2) 05 CONT, TOP 4 BOTT, CP2 2'-0" WIDE X 1'-4" DP. MIN. (3) 05 CONT. TOP 4 BOTT. GF3 2'-6" WIDE X I'-2" DP. MIN. (3) 05 CONT, BOTT. T.S. 11 I'-0" WIDE X 8' DP. MIN. (2) 2X4 31/2 X 51/2 1.3E LSL THICKENED SLAB (2) 04 CONT. BOTT. MA50N **r L INTEL SCHEDULE MARK SIZE MLI 16" DP, BOND BM. W/ (2) "5 CONT. BOTT, 4 (1) "5 CONT. TOP W/ 8" MIN. BRG. EA. END HEYADER/ EAM/L INTEL SCHEDULE MARK I SIZE BRG, STUDS UNDER EA. END ALTERNATE LI (2) 2X6'5 W/ '/2" PLYWOOD SPACERS (2) 2X4 L2 (2) 2X8'5 W/ 112" PLYWOOD SPACERS (2) 2X4 L3 (2) 2X10's W/ '/2" PLYWOOD SPACERS (2) 2X4 31/2 X 51/2 1.3E LSL L4 (2) 2X12'5 W/ '/2" PLYWOOD SPACERS (2) 2X4 31/2 X 7[1/4 1.3E LSL L5 (2) 13/4 X 91/2 1.55E LSL (3) 2X4 31/2 X 9'/2 1.55E LSL L6 (2) 13/4 X I1 -1/a 1.55E L5L (3) 2X4 3�/2 X IIl/a 1.55E L5L L7[ (3) 13/4 X 111/a 1.55E LSL 4X6 POST W/ (1) 2X4 GLUED 4 NAILED �4 X Ill/a 2.0E PSL L8 (3) 13/4 X '�/2 1.55E L5L GLUED 4 NAILED 51MP50N HWU 5.50/9.5 EA, END 54 X 92 2.0E PSL STRUCTURAL GENERAL NOTES: 1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 'FLORIDA BUILDING CODE, 2004 EDITION', WITH 2006 AMENDMENTS. REFER TO THE THRESHOLD INSPECTION NOTES ON SHEET 80.2 FOR ADDITIONAL REQUIREMENTS. `/-^�^IYv ^/-Y^�"Yv-^�^�Y'Y'v-v i Y'V-v'v ^.r "./^v -Y -v ^�"v"-Y-v-v-Yom/`-v v v ^i--./•-.i-.�-./-^�'y- � y-YY'Yv-^�Y'v v 2. DESIGN CRITERIA AND LOADS: ROOF LIVE LOAD - 20 PSF: SECOND, THIRD AND FOURTH FLOOR PRIVATE ROOMS LIVE LOAD ; 40 PSF: ELECTRICAL ROOM LIVE LOAD = 50 PSF: STAIR AND CORRIDOR LIVE LOAD = 100 PSF: FLOOR DEAD LOAD = 22 PSF: GUARDRAIL DESIGN LOAD = 50 PLF OR 200 LB. LOAD APPLIED IN ANY DIRECTION: SLAB ON GRADE LIVE LOAD = 150 PSF: BASIC WIND SPEED 110 MPH (3 SECOND GUST), EXPOSURE C: INTERIOR PRESSURE COEFFICIENT FOR ENCLOSED 5UILDING5 = 0.18: SEISMIC HAZARD GROUP -I: Av I AND Ag <0.05: SEISMIC PERFORMANCE CATEGORY -A: 5E15MIC/WIND IMPORTANCE FACTOR - 1.0. 3. THE NET ALLOWABLE TOTAL LOAD SOIL BEARING PRE55URE DOES NOT EXCEED 2500 PSF FOR ALL WALL AND COLUMN FOOTINGS BEARING INTO NATIVE UNDISTURBED, NON-ORGANIC SOILS OR INTO A CONTROLLED, COMPACTED, TESTED, ENGINEERED FILL. (REFER TO GEOTECHNICAL REPORT BY PROFESSIONAL SERVICE INDUSTRIES, INC. PROJECT NO. 892-7[ 5032, DATED APRIL 5, 200-1 AND SPECIFICATIONS). ALL FOOTINGS SHALL EXTEND AT LEAST I'-6" BELOW FINAL ADJACENT GRADE. FLOOR SLAB 5U5GRADE PREPARATION SHALL BE PREPARED AS OUTLINED IN THE GEOTECHNICAL REPORT. IF ACTUAL SITE CONDITIONS DO NOT SATISFY THESE REQUIREMENTS COORDINATE ADJUSTMENTS WITH THE ARCHITECT/ENGINEER/5011-5 ENGINEER/OWNERS REPRESENTATIVE. 4. FOOTINGS MAY BE POURED TO NEAT LINES OF EXCAVATfONS PROVIDING VERTICAL LINES OF EXCAVATIONS CAN BE MAINTAINED DURING CONCRETE PLACEMENT. 5. BEAMS, COLUMNS, WALLS AND FOOTINGS CENTER SHALL BE CENTERED UNDER SUPPORTING MEMBERS (TYPICAL UNLE56 NOTED), 6. CHAMFER ALL EXPOSED CONCRETE EDGES 3/4" (VERIFY WITH ARCHITECT). 7[. NO ALUMINUM SHALL BE IMBEDDED IN ANY CONCRETE, 8. ALL STRUCTURAL REGULAR WEIGHT CAST -IN-PLACE CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS (TYPICAL UNLESS NOTED): ALL SLABS ON GRADE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS. ALL CONCRETE SHALL. BE IN CONFORMANCE WITH THE LATEST A.G.I. 301 STANDARDS PUBLICATION. 9, GROUT WHERE INDICATED ON PLANS AT BASE PLATES SHALL BE NON-METALLIC NON-SHRfNK WITH MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI AT 28 DAYS CONFORMING TO A5TM C1107[. 10. ALL REINFORCING BARS SHALL MEET ASTM A 615 GRADE 60, 11, REINFORCING BARS QUANTITIES SHOWN ARE FOR ESTIMATING PURPOSES ONLY. 12. PROVIDE 300 LBS. OF EXTRA BARS OF VARIOUS SIZES USED ON THIS PROJECT TO BE USED AS DIRECTED: INCLUDE LABOR FOR PLACEMENT, 13. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE 3/4' CLEAR FOR SLABS, 2' CLEAR FOR FORMED SURFACES AND 3' CLEAR FOR FOOTINGS (TYPICAL UNLESS NOTED). 14. REINFORCEMENT SHALL BE CONTINUOUS AND LAPPED 30 BAR DIAMETERS (2' - 0' MIN,) EXCEPT AS NOTED AND PROVIDE CORNER BARS OF SAME SIZE AND SPACING, 15, REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH THE LATEST A.C.I. DETAILING MANUAL BY A QUALIFIED AND EXPERIENCED PERSON AND FIRM. PLACE AND SUPPORT REINFORCING WITH ACCESSORIES: MAXIMUM SPACING - 48' CENTERS, USE 3" SBP SUPPORTS AT ALL FOOTINGS. 16. CONTRACTOR SHALL VERIFY THAT ALL REINFORCEMENTS, INSERTS, SLEEVES AND EMBEDDED ITEMS ARE PROPERLY LOCATED AND RIGIDLY SECURED PRIOR TO CONCRETE PLACEMENT. I7[. ALL ANCHORS WHERE NOTED SHALL BE MANUFACTURED BY HILTI, INC. AND INSTALLED PER HILTI SPECIFICATIONS. SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL WITH APPROPRIATE ICBG EVALUATION REPORTS. I8. ALL MESH SHALL MEET ASTM A-185: LAP A MINIMUM OF 8" OR ONE FULL MESH, WHICHEVER 15 GREATER. 19. SLABS ON GRADE SHALL BE 4" MINIMUM THICK WITH 6 X 6-WI.4 X W1.4 W.W.F. AT CENTERS OF SLAB THICKNESS, UNLESS NOTED. 20. HOLLOW LOAD BEARING CONCRETE MASONRY UNITS SHALL MEET A5TM C90, GRADE N SPECIFICATIONS (F'm = 1800 PSI) UNLE55 NOTED: MORTAR TYPE - M OR 5. REFER TO THE REINFORCED CONCRETE MA50NRY NOTES. 21. PROVIDE STANDARD LADDER TYPE HORIZONTAL MASONRY REINFORCEMENT AT EVERY OTHER COURSE AT ALL MASONRY WALLS, 22, STRUCTURAL STEEL BEAMS SHALL MEET ASTM A992 (Fy = 50 KSI MIN.), STRUCTURAL STEEL PLATES, ANGLES AND CHANNELS SHALL MEET ASTM A36 (Fy 36 KSI MIN.), STRUCTURAL TUBING (HSS) - ASTM A500 GRADE B (F = 46 KSI) AND ANCHOR BOLTS - ASTM A301 OR ASTM F-1554, GRADE 36, TYPICAL UNLESS NOTED, SAW CUT JOINT SAW JOINT (RJ) CUT JT. AS SOON AS EQUIPMENT CAN BE PLACED ON SLAB > WITHOUT DAMAGE MESH CONT, �7YF. S4W CUT OJJOINT 112'. -- 11-0 Q LIA O -ULL: w F -V KEYED CONSTRUCTION JOINT (CJ) USE BOND BREAKER AGENT FORMED KEY (NO METAL KEY) CUT MESH AT JOINT T�F. <ErEED CON5T, JOINT 112 = 1'-v (MAY BE USED IN LIEU OF SAW CUT JOINT) 23. STRUCTURAL STEEL COLUMN ANCHOR BOLTS SHALL BE SET WITH A TEMPLATE. 24. ALL COLUMN ANCHOR BOLTS SHALL BE DOUBLE CHECKED FOR PROPER PROJECTION ABOVE CONCRETE AND SHALL BE SECURELY HELD IN P051TION DURING CONCRETE PLACEMENT. 25, STRUCTURAL STEEL. SHALL BE NEW AND MEET THE NINTH EDITION "SPECIFICATIONS FOR STRUCTURAL STEEL 5UILDING5 AND BRIDGES", AND THE 'CODE OF STANDARD PRACTICES FOR STEEL BUILDINGS AND BRIDGES", EXCLUDING SECTION 4.2.1 26, THE STRUCTURAL STEEL FABRICATOR SHALL BE AN A.1.5.C. QUALITY CERTIFIED COMPANY FOR THE CATEGORY OF WORK IN THIS PROJECT OR PROVIDE A QUALITY ASSURANCE PLAN AND SPECIAL INSPECTIONS AS DEFINED IN THE CODE. 27[. ALL STRUCTURAL STEEL FIELD CONNECTIONS SHALL HAVE STANDARD 4.1.5.C. FRAMING CONNECTIONS WITH A325N BOLTS AND WASHERS A5 REQUIRED.- INSTALLED EQUIRED:INSTALLED WITH TURN -OF -THE -NUT METHOD (UNLESS NOTED), ERECTION DRAWINGS SHALL SHOW ALL FIELD WELDS, AS APPROPRIATE. 28. STEEL BEAMS SHALL BE FABRICATED WITH MILL CAMBER UP. 29, ANY SHOP AND FIELD SPLICES WITHIN THE STEEL MEMBERS DESIGN LENGTH MUST BE MADE WITH A FULL PENETRATION WELD AND PROVED ADEQUATE BY NON-DESTRUCTIVE TESTING AT THE CONTRACTORS EXPENSE. 30. WELDING 514ALL CONFORM TO CURRENT A.W.S. "STRUCTURAL WELDING CODE - STEEL' AND 'STRUCTURAL WELDING CODE - SHEET STEEL" SPECIFICATIONS AND BE COMPLETED BY AN A.W.S. CERTIFIED WELDER. 31. FLOOR FORM DECK WHERE SHOWN SHALL BE 9/16 INCH DEEP WHEELING TEN61L FORM TYPE 'TF 50", 26 GAUGE, GALVANIZED OR REVIEWED EQUIVALENT. ERECT PER MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. 32. STEEL DECK MANUFACTURER SHALL BE A MEMBER OF THE STEEL DECK INSTITUTE (S.D,I,), 33. AT STAIR LANDING EDGES AND ALL. OPENING FRAMES IN STAIR LANDINGS PROVIDE ANGLE 3 1/2 X 3 1/2 X 1/4: EXTEND TO SUPPORTS, BLOCK VERTICAL LEG, IF REQUIRED AND FIELD WELD, TYPICAL UNLESS NOTED. 34. ALL EXTERIOR WALL STUDS AND LOAD BEARING STUDS, TOP PLATES, AND BOTTOM PLATES SHALL BE No. I/No. 2 OR BETTER 5 -DRY SPRUCE -PINE -FIR WITH MINIMUM Fb 87[5 P51 (SINGLE USE) AND MINIMUM E = 1,400,000 PSI (TYPICAL UNLESS NOTED OR REVIEWED EQUIVALENT). 35. ALL NOMINAL STRUCTURAL LUMBER 2X8 OR LARGER (U.N.) SHALL BE No. 2 OR BETTER HEM -FIR WITH MINIMUM Fb = 850 PSI (SINGLE USE) AND MINIMUM E 1,300,000 PSI (TYPICAL UNLESS NOTED OR REVIEWED EQUIVALENT). 36. ALL NOMINAL STRUCTURAL EXPOSED FRAMING LUMBER OR LUMBER IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED NO, 2 OR BETTER 5YP (SO. PINE) WITH TREATED VALUES MINIMUM Fb = 1000 PSI (SINGLE USE) AND MINIMUM E = 1,300,000 PSI (TYPICAL UNLESS NOTED OR REVIEWED EQUIVALENT). 37[. ALL SILL PLATES ON CONCRETE FOUNDATIONS OR SLABS SHALL BE FRE55URE TREATED, AND BOLTED TO THE FOUNDATION WITH NOT LESS THAN 5/8" DIA, X 11' GALVANIZED STEEL t30LTS WITH A 2" 90 DEG. HOOK EMBEDDED NOT LESS THAN I' AND SPACED NOT FURTHER THAN 4'-0' O.C. BOLT LAYOUT SHALL BE SUCH THAT EACH PIECE RECEIVES AT LEAST (2) BOLTS AND BOLTS SHALL BE LOCATED WITHIN 12 INCHES OF EACH END (TYPICAL UNLESS NOTED). CENTER BOLTS IN PLATE WIDTH (TYP.) 1/2" DIA. HOT DIP GALVANIZED HILTI KWIK BOLT 3 EXPAN51ON ANCHORS MAY BE SUBSTITUTED FOR EMBEDDED ANCHORS AT INTERIOR WALLS NOT OTHERWISE INDICATED AS SHEAR WALLS, AT THE CONTRACTORS OPTION. 38, THE PERIMETER SILL PLATE ANCHORAGE TO THE CONCRETE FOUNDATION SHALL BE WITH GALVANIZED HILTI HY150 ADHESIVE ANCHORS OR APPROVED EQUIVALENT, SUBSTITUTIONS WITH APPROPRIATE ICBG EVALUATION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR REVIEW AND APPROVAL PRIOR TO USAGE. EXACT INSTALLATION PROCEDURES SHALL BE FOLLOWED AS SPECIFIED BY THE MANUFACTURER, ANCHORS SHALL BE CENTERED IN THE SILL PLATE (t 'i2' TOLERANCE) WITH SPACING AND MINIMUM CONCRETE EMBEDMENT LENGTH AS SHOWN ON THE PLANS. THE GENERAL CONTRACTOR SHALL PROVIDE FOR RANDOM TESTING OF 5% OF THE TOTAL NUMBER OF SILL PLATE ANCHORS FOR MINIMUM 500 POUNDS TENSION FORCE. IF MORE THAN (2) OF THE ANCHORS FAIL THIS TESTING, RANDOM TEST ANOTHER 10% OF ANCHORS. IF MORE THAN (4) OF THE ANCHORS FAIL THIS ADDITIONAL TESTING, ALL ANCHORS SHALL BE TESTED. ALL FAILED ANCHORS SHALL BE PROPERLY REPLACED AND TESTED FOR THE MINIMUM 500 POUNDS TENSION FORCE REQUIREMENT. ALL OF THE ANCHOR TESTING REPORTS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER/OWNER'S REPRESENTATIVE. 39. PARALLAM PSL (PARALLEL STRAND LUMBER) BEAMS SHALL MEET TRUS JOIST SPECIFICATIONS: MINIMUM Fb = 2900 PSI AND MINIMUM E = 2,000,000 P51 (REFER TO PLANS). SU55TITUTION5 SHALL NOT BE MADE WITHOUT REVIEW OF THE ARCHITECT/ENGINEER/OWNERS REPRESENTATIVE. 51MP5ON STRAP W/ 6X6 POST (SEE DTL. 1/54.3) 0 51MP5ON STRAP W/ 6X6 POST (SEE DTL. 1/54.3) "A a SIMP50N STRAP W/ 6X6 POST (SEE DTL. 1/54.3) (1) ROW OF SOLID HORIZ, BRIDGING 2X12 JSTS, e 16' O.C. (MAX.) SIMPSON STRAP W/ 6X6 POST (SEE DTL. 1/54.3) TOUJEF� FLAN NO TH NOTES 1. JOIST BRG. ELEVATION - 149'-41/a" 40. MICROLLAM LVL (LAMINATED VENEER LUMBER) BEAMS SHALL MEET TRUS JOIST SPECIFICATIONS: Fb = 2,600 PSI AND MINUMUM E = 1,900,000 PSI (REFER TO PLANS). SUBSTITUTIONS SHALL NOT BE MADE WITHOUT REVIEW OF THE ARCHITECT/ENGINEER/OWNERS REPRESENTATIVE. 41, TIMBERSTRAND LSL (LAMINATED STRAND LUMBER) BEAMS SHALL MEET TRUS JOIST SPECIFICATIONS: MINIMUM Fb = 2,325 PSI AND MINIMUM E = 1,550,000 PSI (REFER TO PLANS). SUBSTITUTIONS SHALL NOT BE MADE WITHOUT REVIEW OF THE ARCHITECT/ENGINEER/OWNERS REPRESENTATIVE. 42, ALL HEADERS IN EXTERIOR OR INTERIOR BEARING WALLS SPANNING MORE THAN 3'-8' SHALL BE SUPPORTED ON DOUBLE STUDS UNLESS NOTED, 43. ALL EXTERIOR PLYWOOD WALL SHEATHING EXCEPT WHERE NOTED SHALL BE 15/32" C -D EXT. - APA MINIMUM, ALL PANEL EDGES SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING. ATTACH WITH Sd COMMON NAILS AT 6" O.C. MAXIMUM AT ALL TOP PLATES, BLOCKING, BOUNDARIES AND 6" O.C. MAXIMUM IN THE FIELD, REFER TO PLANS. APA RATED 0.5,8. IS AN ACCEPTABLE ALTERNATE, 44. MINIMUM NAILING SHALL CONFORM TO F.B.G. TABLE NO. 2304.9.1: USE COMMON NAILS EXCEPT WHERE NOTED. 45. THE PREFABRICATED WOOD TRUSS MANUFACTURER/SUPPLIER SHALL BE A CURRENT MEMBER OF THE TRU55 PLATE INSTITUTE (TPI) AND PARTICIPATE IN THEIR CERTIFICATION PROCESS. '/Yl-v-^T".�/-YV'v-y-Y^IY-V-Yy-'�^/./•'YV-YY"'Y-V'Y�YY'v"W^/'.�W'Y'V'v-V-^/-WYV'�'YYV'V'V-l., 46, PREFABRICATED WOOD J015T5 (TJI) WHERE NOTED ON PLANS SHALL BE MANUFACTURED AND ERECTED AS SPECIFIED BY ILEVEL BY THE WEYERHAUSER , 1 COMPANY, 4-1. PLYWOOD FLOOR DECK TO BE 23/32' OR 3/4' APA RATED T4G LONG SIDES SHEATHING, EXPOSURE 1, 24' SPAN RATING, 4' X 8' SHEET (MINIMUM 2 SPAN) STAGGERED WITH APPROVED ADHESIVE AND 10d RING SHANK NAILS AT (Cl" CENTERS AT PANEL ENDS/SIDES AND 10" CENTER AT INTERIOR IN THE FIELD (INTERMEDIATE) SUPPORTS (TYPICAL UNLESS NOTED). 48, FOR PLYWOOD ROOF SHEATHING AND WOOD TRU55 NOTES - REFER TO STRUCTURAL ROOF NOTES. 49. PROVIDE I/8" GAP AT ALL PLYWOOD PANEL EDGES AND END JOINTS UNLESS OTHERWISE SPECIFIED BY THE MANUFACTURER. DUE TO CONSTRUCTION CONDITIONS, TEMPORARY EXPANSION JOINTS MAY BE REQUIRED IN FLOORS/ROOF SHEATHING. 50. LIGHT GAGE WOOD FRAMING CONNECTORS AS NOTED ON THE PLANS FOR WOOD JOISTS, COLUMNS, BEAMS AND TRUSSER SHALL BE "STRONG - TIE" CONNECTORS BY THE SIMPSON CO. OR REVIEWED EQUIVALENT. 51, ALL BOLTS, NAILS, SCREWS, ETC, IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIP GALVANIZED PER ASTM A123 OR ASTM A153. 52, HOLES, PIPES, SLEEVES, ETC, NOT SHOWN ON THE DRAWINGS MUST BE REVIEWED BY THE ARCHITECT BEFORE PLACEMENT THROUGH STRUCTURAL MEMBERS, 53, IF MECHANICAL AND ELECTRICAL EQUIPMENT SIZES, WEIGHTS, OR LOCATIONS DO NOT COINCIDE WITH EQUIPMENT SHOWN ON THE PLANS, COORDINATE ADJUSTMENTS WITH THE ARCHITECT/OWNERS REPRESENTATIVE, 54. NO AREA OF THE STRUCTURAL SHALL BE LOADED WITH CONSTRUCTION MATERIALS OR EQUIPMENT THAT EXCEEDS FINAL DESIGN CRITERIA. 55, THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS SOLELY THE CONTRACTORS RESPONSIBILITY TO EXECUTE AND DETERMINE FINAL ERECTION PROCEDURES, SEQUENCING AND TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES WHATEVER SHORING, SHEETING, TEMPORARY BRACING, GUYING OR TIE DOWNS WHICH MIGHT BE NECESSARY. 56, FABRICATORS AND SUPPLIERS SHALL CLEARLY NOTE AND HIGHLIGHT CHANGES MADE IN SHOP DRAWINGS WHICH DO NOT COMPLY WITH THE CONTRACT DOCUMENTS. 57[, SURFACE WATER SHALL NOT BE ALLOWED TO STAND ADJACENT TO OR DRAIN TOWARDS THE FOUNDATION UNDER ANY CIRCUMSTANCES. PAVEMENTS OR GRADED SOIL AT THE PERIMETER OF THE BUILDING, EXCEPT AS REQUIRED AT EXITS OR AS NOTED, SHALL BE SLOPED AWAY AT 1/2 INCHES/FT, MINIMUM FOR THE FIRST 10 FEET, 58. IF DISCREPANCIES EXIST BETWEEN STRUCTURAL PLANS, ARCHITECTURAL PLANS, OTHER PLANS, OR SPECIFICATIONS, THE CONTRACTOR OR SUB -CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR CLARIFICATION FROM THE ARCHITECT AND/OR ENGINEER BEFORE PROCEEDING WITH THE WORK. 59. THE STRUCTURE IS NOT DESIGNED FOR FUTURE EXPANSION. ro 0. CONTRACTOR TO VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT/OWNERS REPRESENTATIVE IMMEDIATELY, C (1) ROW OF SOLID HORIZ. BRIDGING 2X12 JSTS. e 16 ' Q.G. (MAX.) CE NO TH TOWEf;PsF�00F= FLAN NOTES: "+ 1• JOIST BRG. ELEVATION = 158'-9`/2' STRUCTURAL ROOF NOTES: I. ROOF DECKING SHALL BE 19/32" OR 5/8' APA RATED SHEATHING 40/20, EXPOSURE I, MINIMUM 2 SPAN, STAGGERED 4' X 8' SHEETS WITH 10d COMMON NAILS AT 6' CENTERS AT ALL SHEET ENDS/DISCONTINUOUS SIDES/BOUNDARIES AND 6" CENTERS MAXIMUM AT INTERMEDIATE FRAMING MEMBERS (IN THE FIELD). (SEE SHEET 51.5 FOR ADDITIONAL FASTENING LOCATIONS.) USE PLYCLIPS AT M ID5PAN. 2. THE WOOD PREFABRICATED TRUSS MANUFACTURER SHALL FURNISH SHOP DRAWINGS ALONG WITH SUPPORTING CALCULATIONS SEALED BY A LICENSED STRUCTURAL ENGINEER OF THE PROJECT STATE FOR ARCHITECTS REVIEW, 3. DESIGN WOOD TRUSSES FOR THE LIVE LOADS AS STATED IN THE STRUCTURAL GENERAL NOTES PLUS A 20 PSF DEAD LOAD (TOP CHORD - ro PSF AND BOTTOM CHORD - 14 PSF: TRU55 WEIGHT NOT INCLUDED). TRUSSES TO BE SPACED AT MAXIMUM 2'-0" CENTERS. 4. ALL PREFABRICATED WOOD TRUSSES SHALL BE ATTACHED TO BEARING PLATES WITH (1) SIMPSON 'STRONG -TIE" MTS12 FRAMING CONNECTORS AS REQUIRED OR REVIEWED EQUIVALENT. TRUSS SHOP DRAWINGS NOTE: THE WOOD ROOF AND FLOOR TRU55 MANUFACTURER SHALL SUBMIT 5 (FIVE) SETS MINIMUM OF SHOP DRAWINGS FOR REVIEW. THE SHOP DRAWINGS SHALL INCLUDE PLACING PLANS OF ALL TRUSSES CLEARLY LABELED, DETAILS OF TRUSS CONNECTIONS AND ANCHORAGES DETAILS OF METAL CONNECTORS USED AT JOINTS AND ENGINEERING DESIGN DATA. THE ENGINEERING DESIGN FOR EACH TYPE OF TRUSS SHALL INCLUDE: TRUSS LOCATION IDENTIFICATION, ALL LOADINGS AND REACTIONS, WOOD SPECIES AND STRE55 GRADES, MEMBER STRESSES, JOINT CONNECTIONS, CONFIGURATION, TRUSS TO TRU55 CONNECTIONS, BRACING FOR LATERAL STABILITY OF THE COMPLETED FRAMING SYSTEM AND THE PROJECT STATE PROFESSIONAL ENGINEERS SEAL OF THE PERSON RE5PON515LE FOR THE DESIGN OF THE TRU5SES/TRU55 SYSTEM, THE TRUSS MANUFACTURER/SUPPLIER SHALL, SUPPLY DESIGN AND CONNECTION HARDWARE FOR ALL TRU55 TO TRU55 CONNECTIONS. REINFORCED CONCRETE MASONRY NOTES I. ALL CONCRETE HOLLOW MASONRY (CMU) SHALL BE MODULAR TWO HOLE (NOMINAL 8 HIGH X 16 LONG TYPICALLY) UNITS, LIGHT WEIGHT UNLESS NOTED, PLACED IN RUNNING BOND PATTERN. 2. USE LOW LIFT GROUTING PROCEDURES AND PROVIDE GROUT CONFORMING TO ASTM 4-16 WITH MAXIMUM AGGREGATE SIZE OF 3/0" AND A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. 3. MASONRY WALLS SHALL BE REINFORCED WITH NOT LESS THAN I - 06 VERTICALS AT 16 INCHES O.C. MAXIMUM, AT CORNERS, AT EACH SIDE OF OPENINGS (TYPICAL UNLESS NOTED). 4. VERTICAL REINFORCEMENT SHALL BE LAPPED 58 INCHES (MIN,) FOR A "ro BAR. 5. VERTICAL REINFORCEMENT AT JAMBS OF OPENINGS SHALL EXTEND THE FULL HEIGHT OF WALL, UNLE55 NOTED. 6. PROVIDE DOWELS FROM CONCRETE THAT ARE THE SAME SIZE AND SPACING AS MASONRY WALL VERTICALS, UNLESS NOTED. I. HORIZONTAL REINFORCEMENT IN GROUTED CORE FILL BOND BEAMS SHALL BE CONTINUOUS AND LAPPED 30 BAR DIAMETERS (2'-0" MIN.), PROVIDE CORNER BARS OF SAME SIZE PROVIDE STANDARD JOINT REINFORCING AT 16' THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, 6U55TITUTION5, CLARIFICATIONS, BIDDERS LISTS, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2643 FAX 401-17[4-6697[. �4rw„��v�t'��y�l��C�yS•2:i�r.:`1��'{r r�'��{��,�'�`nxw�{n.�e�,C,�; ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E ESTES 105 N. Washington. Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 1,05MMImumIm ~ exm'sum PRINTS ISSUED 4/4/07 FOR PERMIT 08/22/07 ADDENDUM #I CITY CHANGES O.C. CMAXJ 8. ALL REINFORCING SHALL BE PROPERLY POSITIONED WITH CENTERING AND JOB NO. drawn: RDH CAGING DEVICES WITH A MINIMUM GROUT COVERAGE OF 3/4'. L 45,E checked RR GENERAL NOTES, w� gu,�RAL Q,11 LES & DETAILS C 0 f MIiO 1 r "r ,.;i $ t t .,,� ii :.7[.',,F: ;t'ft r S&d... •.x'„. h( EN I EE ►-f�"..r G N, C4NSYLTANTS INC. w 'i. } 0'�f6xx 2,13 4 1 1 N. W E B B ROAD ,,, WICHITA, KS. 6 7 2 0 6 3 1 6 6 6 4 9 6 0 0 ©copyright 2007 VALUE PLACE - - i U N E THRESHOLD INSPECTION NOTES: 1, THRESHOLD INSPECTIONS SHALL BE PROVIDED BY THE OWNER OR OWNER'5 REPRESENTATIVE, 2, THE THRESHOLD INSPECTOR SHALL OBSERVE THE WORK A551GNED FOR CONFORMANCE TO APPROVED DESIGN DRAWINGS, SPECIFICATIONS AND CODE PROVISIONS. 3. THRESHOLD INSPECTOR SHALL BE A PERSON CERTIFIED, LICENSED, OR REGISTERED UNDER FLORIDA STATUTE CHAPTER 411 AS AN ENGINEER OR UNDER FLORIDA STATUTE CHAPTER 4,51 AS AN ARCHITECT. 4. THE THRESHOLD INSPECTOR SHALL BE APPROVED BY THE OWNER, BUILDING OFFICIAL, ARCHITECT AND LICENSED DESIGN ENGINEER AND FURNISH THE CODE REQUIRED REPORTS IN A TIMELY MANNER TO THE BUILDING OFFICIAL, ARCHITECT AND ENGINEER. 5. PERIODIC INSPECTIONS SHALL OCCUR AFTER SUBSTANTIAL COMPLETION OF THE FOUNDATION, EACH FLOOR, AND ROOF, MINIMUM, THRESHOLD INSPECTION PLAN I, RESPONSIBILITY THE SPECIAL INSPECTOR IS RESPONSIBLE TO BOTH THE OWNER AND THE BUILDING OFFICIAL TO VERIFY THAT CONSTRUCTION OF THE STRUCTURAL COMPONENTS IS IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS AND THE STATE MINIMUM BUILDING CODE TO THE BEST OF HI5 KNOWLEDGE AND ABILITY. II, NARRATIVE DESCRIPTION THE SPECIAL INSPECTOR IS RESPONSIBLE FOR SEEING THAT THE WORK 15 EXECUTED IN FULL ACCORDANCE WITH THE PLANS AND SPECIFICATIONS EXCEPT AS VARIATIONS THEREFROM ARE PERMITTED IN WRITING BY THE A d E, HE IS RESPONSIBLE FOR THOROUGH KNOWLEDGE OF THE SPECIFICATIONS, THE BUILDING CODE AND FOR THE EXERCISE OF GOOD JUDGMENT. IT 15 SUGGESTED THE SPECIAL INSPECTOR HAVE THE AUTHORITY TO: A. FORBID THE USE OF MATERIALS, EQUIPMENT OR WORKMANSHIP WHICH DO NOT GONFORM TO SPECIFICATIONS OR WHICH WILL CAUSE IMPROPER CONSTRUCTION RELATIVE TO THE SPECIFICATIONS OR BUILDING CODE. B. STOP ANY WORK WHICH IS NOT BEING DONE IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS AND BUILDING CODE, C. REQUIRE THE REMOVAL OR REPAIR OF FAULTY CONSTRUCTION OR OF CONSTRUCTION PERFORMED WITHOUT INSPECTION AND NOT CAPABLE OF BEING INSPECTED OR TESTED IN PLACE, D. REQUEST INTERPRETATIONS FROM DESIGN A # E. 111, REPORTING INFORMATION THE INSPECTOR'S REPORTS ARE SECONDARY TO ACTUAL OBSERVATION DURING CONSTRUCTION. HOWEVER, THEY ARE OF EXTREME IMPORTANCE IN THAT THEY ENABLE THE BUILDING OFFICIAL TO KEEP IN TOUCH WITH THE WORK WHILE IT IS IN PROGRESS AND WILL BE OF VALUE IN THE FUTURE IN CASE OF CHANGES IN THE STRUCTURE OR ITS USE. THE REPORT MAY CONSIST OF A RECORD OF THE PROGRESS, WORKING CONDITIONS, INSTRUCTIONS GIVEN TO THE CONTRACTOR, DEVIATIONS FROM SPECIFICATIONS WITH REASONS AND 'PROBLEMS ENCOUNTERED WITH SOLUTIONS. THE REPORTS SHOULD BE IN WRITING AND SHOULD BE MADE OUT PROMPTLY AT THE END OF THE PERIOD COVERED, THE REPORTS MAY CONSIST OF ANY OR ALL OF THE FOLLOWING: A. REPORT OF EACH INSPECTION. B. JOBSITE LOG OF AREAS INSPECTED, C. SPECIAL RECORDS (MILL TEST REPORTS, CONCRETE TESTS, ETC,). D. RECORD OF PLACING AND CURING CONCRETE E,PHOTOGRAPHS SUGGESTED INSPECTION REPORT IDENTIFICATION: DATE, SHIFT, TYPE AND LOCATION OF WORK, CONTRACTOR'S REPRESENTATIVE, INSPECTOR. MATERIALS: KINDS, SOURCES, AMOUNTS RECEIVED, REJECTED, USED, WASTED AND ON HAND. FIELD SAMPLES SHIPPED TO LABORATORY. PARTS OF STRUCTURE PREPARED FOR PLACING: EXCAVATION, SHORING, FORMS, REINFORCEMENT, CONSTRUCTION JOINTS, OPENINGS, DOWELS, EMBEDDED FIXTURES. PLACING: WEATHER (TEMPERATURE, HUMIDITY, WIND, SKY, TIMES OF OBSERVATION), ADEQUACY OF ORGANIZATION AND EQUIPMENT. TIMES OF STARTING AND STOPPING PLACEMENT, DELAYS, UNUSUAL BATCHES. KINDS AND VOLUMES OF CONCRETE PLACED, PARTS OF STRUCTURE COMPLETED. TESTS OF CONCRETE: CONSISTENCY AT FORMS, SPECIMENS FOR STRENGTH TESTS (IDENTIFICATION OF SAMPLE, MIX DATA, CURING, AGE OF TEST, SPECIMENS SHIPPED TO LABORATORY). CURING: FORM REMOVAL (FOR VARIOUS PARTS OF STRUCTURE): CURING: DATA AND AGE (IN HOURS) AT BEGINNINGt DATE OF COMPLETION, FORMS REMOVED, SIDES, BOTTOM OF MEMBER (STATE AGE OF CONCRETE). CONDITION OF FORMED SURFACES, DEFECTIVE AREAS REPAIREDt DEFECTIVE SECTIONS REPLACED. SPECIAL WORK: (GROUTING, SPRAYED MORTAR, ORNAMENTAL CONCRETE). GENERAL: (CONDITION OF, OR CHANGES IN, ORGANIZATION, EQUIPMENT, OR METHODS, UNUSUAL FEATURES), PHOTOGRAPHS: PHOTOGRAPHS TAKEN AT FREQUENT INTERVALS TO SHOW PROGRESS OF THE WORK FORM A VALUABLE PART OF THE REGORDS OF CONSTRUCTION, USUALLY PROGRESS PHOTOGRAPHS ARE TAKEN AT REGULAR INTERVALS AND ADDITIONAL PHOTOGRAPHS ARE TAKEN WHENEVER IT IS DESIRABLE TO RECORD SUCH INFORMATION AS THE CONDITION OF AN EXCAVATION SURFACE, FAULTY METHODS OF PLACING CONCRETE, OR UNUSUAL METHODS OF CONSTRUCTION. IV. DETAILED SUGGESTED PREPARATION NOTES A. PREPARATION: 1, VERIFY PERMITS OBTAINED 2. ADEQUATE 5UF ERVI510N/MEN/EQUIPMENT 3. APPROVED PLANS/SPECS/SHOP DRAWINGS ON THE JOB/RE5HORING PLAN/ACTIVITY SCHEDULE 4, SET UP LOG/DAILY DIARY 5. ARRANGEMENTS FOR TESTING HAVE BEEN MADE (o. PRECONSTRUCTION MEETING 1. WATCH/OBSERVE FOR DANGEROUS WORK PRACTICES/METHODS. V, DETAILED 5UGGE5TED INSPECTION NOTES EXAMPLES OF ITEMS THAT MAY BE INSPECTED WHEN DEEMED NECESSARY BY THE SPECIAL INSPECTOR, A, FOUNDATION: I, EXCAVATION/SUBSURFACE PREPARATION/BEARING CAPACITY 2, INDEPENDENT TESTING RECORDS/APPROVALS (DENSITY) 3. PLACEMENT AND SIZES OF ANCHOR BOLTS/REBAR 4. CONCRETE DOVER 5. PROVISION FOR UTILITIES/CONDUIT IN STRUCTURAL ELEMENTS (. MOISTURE PROTECTION 1. SAFETY - EXCAVATION, TRAFFIC MAINTENANCE - EXISTING STRUCTURES - IMPACT B, CONCRETE: PROPER INSPECTION REQUIRES ADEQUATE INSPECTION DURING THE PLACING OF CONCRETE AND ITS FINISHING AND INCLUDES PREPARATIONS PRIOR TO THE START OF CONCRETING SUCH AS PROPER FORMWORK, PLACING OF REINFORCING, CLEANING THE SURFACE OF THE FORMWORK, ETC„ AS WELL AS PROPER PROTECTION AND CURING OF THE FINISHED CONCRETE. I, REBAR: A. CHECK SHIPMENT - MILL INSPECTION/DAMAGE/EXCESSIVE RUST B. SIZE/GRADE/BENDING C. PLACEMENT (LOCATION) D. SUPPORT/TIE/DEGREE OF SUPPORT AND STABILITY DURING POUR E. COVER F. LENGTH AND SPLICES/LAPS/HOOKED BOTTOMS G. APPROVED SHOP DRAWINGS H. CLEAN BEFORE POUR 2. EMBEDDED FIXTURES: A. ANCHOR BOLTS B. INSERTS C. PIPE 5LEEVE5 D. CONDUITS 3, OPENINGS WHICH ARE NOT SHOWN ON THE PLANS, INCLUDING REINFORCING STEEL AROUND SUCH OPENINGS. 4. PLACEMENT: A. METHODS USED FOR TRANSPORTING, HANDLING AND PLACING CONCRETE SHOULD BE REVIEWED FOR AVOIDANCE OF WHATEVER MAY CAUSE POOR CONSISTENCY CONTROL OR SEGREGATION. B. THE NUMBER AND CONDITION OF CONCRETE VIBRATORS SHOULD BE VERIFIED INCLUDING EXTRA STAND-BYS, TO ELIMINATE AIR AND ROCK POCKETS. C. PREPLANNED CONSTRUCTION JOINTS OR EMERGENCY JOINTS SHOULD BE SUBSTANTIATED- JOINTS SHALL BE LOCATED AND MADE SO AS LEAST TO IMPAIR THE STRENGTH OF THE STRUCTURE. JOINTS SHALL BE PROPERLY PREPARED PRIOR TO MAKING THE 5EGONDARY POUR. D. DROP, VIBRATION, CONSOLIDATION E. TESTS CONDUCTED F. WATER ADDED G. AGE H. DISRUPTION TO REBAR I. CLEAN UP DEBRIS PRIOR TO PLACEMENT 5. CURING/STRENGTH: A. SPECIAL PROVISIONS CALLED FOR B. TEST REPORTS VERIFIED C. ADDITIONAL TESTS NEEDED D. FINISHING, REPAIRING SURFACE DEFECTS C. STEEL/STRUCTURAL: I, ERECTION PROCEDURES (SEQUENCE) 2. APPROVED SHOP DRAWINGS 3. MILL TEST REPORTS 4. MARKS/VERIFICATION OF SITE PROVIDED AND SPECIFIED 5. WELD TESTS - INSPECTION/TOUCHINC; UP THE FIELD WELDS WITH PAINT ro, BOLTING - 51ZE/TYPE/TORQUE/EDGE/D15TANCES/WA5HER5 A. TURN -OF -NUT TIGHTENING 7, SURFACE FINISH/SHOP CONSTRUCTION - GALVANIZED OR BARE 8. IDENTIFICATION OF ASTM SPECIFICATION MARK 9. METAL DECK FASTENING/ TOUCHING WITH PAINT AND WELDED IO.WELDING ELECTRODES NOTE: PREFABRICATED STRUCTURAL STEEL COMPONENTS: SPECIAL INSPECTION FOR STRUCTURAL STEEL FABRICATORS WHO ARE CURRENT MEMBERS OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AI5C) AND ACTIVELY PARTICIPATE IN THEIR CERTIFICATION PROCESS, NEED NOT BE PROVIDED. THE CERTIFICATE OF COMPLIANCE SHALL BE PROVIDED AT THE COMPLETION OF FABRICATION. D. MASONRY: I. REINFORCED AND PARTIALLY REINFORCED: A. STEEL PLACEMENT/LAP LENGTHS B. ALIGNMENT OF CELLS TO BE FILLED/SLUMP OF GROUT/CELLS TO BE WET BEFORE POURING C. VERIFICATION OF FILLED CELLS/OBSERVATION HOLES D. MORTAR MIX ADEQUATE Lit ml4,-- A. CONCRETE REST CYLINDER REPORTS B, CHANGES BY THE DESIGN A d E C. SOIL DENSITY TEST REPORTS PRINTS ISSUED 4/4/07 FOR PERMIT v ou o n e-, JOB LNO. A � drawn: RDH 06045.2 checked: RR 00 S, INC. 4.11 N. WEBB ROAD WICHITA, KS. 67206 3 1 6- 6 8 4 - 9 6 0 0 © copyright 2001 VALUE PLACE THE ARCHITECTS AND ENGINEERS WILL NOT BE 1=, WOOD INVOLVED WITH BIDDING AND NEGOTIATION 1. ERECTION PROCEDURES PLEASE DIRECT ALL 2. APPROVED SHOP DRAWINGS QUESTIONS CONCERNING 3. TYPE/SIZE - GRADE -MARK DRAWINGS, SPECIFICATIONS, 4. CONNECTIONS/SPLICING SUBSTITUTIONS, 5. BEARING LENGTHS CLARIFICATIONS, BIDDERS 6. BOLTING - SIZE/TYPE/TORQUE/EDGE DISTANCES LISTS, BID DUE DATE, ETC. 1. SEAT/SIZE, LOCATION, TYPE TO THE OWNERS 8. PRESERVATIVE TREATMENT (PROTECTION) CONSTRUCTION 9. NOTCHES - BORED HOLES REPRESENTATIVE: JOEL 10•APPROVED FASTENERS USED PALMER 941-920-2(943 FAX 11, CONTINUOUS ANCHORAGE 401-714-(0091, 12, DEFLECTIONS/BRACING 13, 5HEARWALL ATTACHMENTS 14. 5HEARWALL HOLDOWN5 NOTE: PREFABRICATED STRUCTURAL WOOD COMPONENTS. SPECIAL INSPECTION FOR PREFABRICATED WOOD TRUSS MANUFACTURE R/SUPPLII=RS WHO ARE CURRENT MEMBERS OF THE TRUSS PLATE INSTITUTE (TPI) AND ACTIVELY PARTICIPATE IN THEIR CERTIFICATION PROCE55, NEED NOT BE PROVIDED, THE CERTIFICATE OF COMPLIANCE SHALL BE PROVIDED AT THE COMPLETION OF FABRICATION. F. MISCELLANEOUS STRUCTURAL COMPONENTS SUCH AS HANDRAILS GUARDRAILS, STAIRWAYS ETC. G, GENERAL OBSERVATIONS: l I, CHECK LOCAL FAILURES: � A. HAIRLINE CRACKS urLUlO B. DEFLECTION /a C. SETTLEMENT D. OVERLOADS DUE TO STORAGE OF MATERIALS E. HONEY COMBING/EXPOSED REINFORCING 5TEEL/RU6T SPOTS H, RECORDS: I. CONCRETE: A. REBAR MILL REPORTS B. SLUMP TEST ASTM 0143 C. COMPRESSION TESTS OF MOLDED CYLINDERS ASTM 031,39 THREE ARCHITECT: SPECIMENS PER 50 CY D. CYLINDRICAL CORES (ASTM C42) WESLEY A. DARNELL, 2, STEEL: CONTACT INFORMATION: ROXAN N E ESTES A, MILL TEST REPORTS B. WELDING INSPECTION REPORTS 105 N. Washington Wichita, Kansas 67202 3, BUILDING OFFICIAL STANDARD REPORTING FORMS, AS MAY BE ph 316.262.4700 fx 316.261.0002 REQUIRED 4. OTHER RECORDS AS MAY BE DEEMED NECESSARY BY THE SPECIAL INSPECTOR SUCH AS: A. CONCRETE REST CYLINDER REPORTS B, CHANGES BY THE DESIGN A d E C. SOIL DENSITY TEST REPORTS PRINTS ISSUED 4/4/07 FOR PERMIT v ou o n e-, JOB LNO. A � drawn: RDH 06045.2 checked: RR 00 S, INC. 4.11 N. WEBB ROAD WICHITA, KS. 67206 3 1 6- 6 8 4 - 9 6 0 0 © copyright 2001 VALUE PLACE :li 0 L- 0 n i i U 0 31'/2" CONC. SLAB - ON MTL; DECK W/ (U LAYER 6X6 _wiAXW1.4 W.W.F. i i '1 0 1 C16) ( D6 (D15 (71� CIO C9 j 1 I YYv `V 'ir`- Ij I 16" TJI 3ro0 i I6° TJI 230 (2) 13/4'X14' 1.55E I I I JSTS. 12' J5T5. 24" I LSL W/ (3) BRG, i s nr (Mld�l) ' rJf (MdX) �4-TIIr7G Fd FNH I (2) I'%4'xlro" 1.9E LVL' IN RIMBOARD SPACE (3) 13/4'x° 1.55E LSL--- PRE -FAB WOOD ROOF TRUSSES m 24" O.0 (MAX.) ___--TAPERED 13/4'x18' 1.9E LVL �w 12' O.C. (MAX.; - 14" DP. v ENDS 140 IONIC _11 M4 I. ADD FLOOR JOISTS AS REQUIRED TO MISS PLUMBING LOCATIONS. 2. REFER TO SECTION 1/53.1 FOR RIM BOARD CHORD SPLICES. 3. REFER TO SECTION 2/54.1 FOR NON-BEARING WALL DETAIL. ® 4. WB = WALL BRACE - REFER TO DETAIL 4/53.1. 5. REFER TO SECTION 5/55.1 FOR TYP, EXTERIOR LINTEL DETAIL. 6. `:J = STAIR FRAMING MEMBER (SEE SCHED. ON SHT, 80.1). 1. G.C. TO ADJUST JST. SPACING UP TO IS' O.C. (MAX.) IN ONE SPACE TO ACCOMODATE BATH EXHAUST FAN, 8. FLOOR JOIST SPACING TO COORDINATE W/ OVERHEAD DOOR. REFER TO II/A5.3. oi8 31/2' CNC. SLAB ON MTL. DECK W/ (1) LAYiER 6Xro-W,1AXW1.4 W.W. i T 14 lell " THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, BIDDERS LISTS, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-26 43 FAX 407-714-6 (o9l. uti¢�t��lr'ie��t`p���`o�#���t�¢�it1�+���'�' �r � w rt t � S. .t'Mrr�' K ..Mi 3 A "t"v, L��I�� �L���E% w��:.;4„}2an,��..., ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: RQXANNE ESTES 105 N. Washington Wichita, Kansas 61101 ph 316.162.4700 fx 316.262.0002 C7) �10) C7)1 (12) (12 (\1 �14J j ! I 229'-9 1/2" j(WALL ELEVATION "A" - 2/55.1) 13'-6' 0" 13'-/0" 13'-ro' 13'-6" 13' 13'-6" i 13'-6" 13/4' ��' 3 -II 3/8 1 63'-6 5/8" 94'-9 I/2' , I ! -CF2 I ----_- ,- ---------------- - ! ------------- ------ ! Q II ! i A A � G j CF2 c/ Fc --F2 �-i----------- -- ---�--------- ------ I III I'I I`I I I -------- -------------___- ----- - _ j _ ISI lil I - III ------ ___--- ----- ------ -- ( a C,-- �J----------- - - - - -I - - - - 52. C r- - r- - ,- - - -I!I - r P---- -----� HSS 4' SQ. X 1/4" 5%, COLUMN& ci � I ;I 111 Q II lil lil III � " - f A T.O. SLAB EL, 1�0'-w" I; I I I I I I ; W/ 10 x /4 x 0'-10" BA5E fR dl C 1 I I FrCB)\\SI' I 4" CONC. &LAB w/ (1) LAYER I I I ! &'-6 I/4" 5'-9° , I ! I I I I' I W/ (4) 3/4°� HILT[ Hl 150 X 10' ©I I I 105 ! 52. L 2. I I 6X6-W1.4XW1.4 W.W.F. OVER 10 I I I. I I I (PIT) I' I I ! I I I I I MIN. CONC. EMBED (MK'd "Cl' L', _j L �x f I;I II I(I -- ISI I ISI II I'I ON PLAN) - REFER TO 2/53.1 _ d) MIL, VAPOR BARRIER AND 4 I - � DTL. 15/54,2 ; j d U 1. ���I I F: `n I I GRANULATED SAND (TYPJ I I cti cri I I I I ^ r- -- I I Ui 1 1 1 I 1 I I FOR COL. SPLICE DETAIL) � � 1 r� Is I I I G 1 a � � 3 IID G- I; I -� ►-- I I i I I I I I� f-- I! I I� I I� I ;'i �I G� � J©j �n 52. I D III ll I'I F [L I'I © Y2-_52. ,II li_ _ _ GFS (� ----- -- --------�j --- ---�.L CF3- _ _ -- ----11 -- -� I I - -��-� ----�} ---; -- ----1 -� T - -�� -- --- -i1 ---- ---' -- --- --� Z U - -� -. ' -I U 4 i O r L1 ---,---------I---------;------ -----------------------------}-- Z I _�� -- ----' ---------- ,------------------------- <1 _ i ----- -I __ (WALL ELEVATIO 1' I' - 2/65.1J - f ---------I-- 1 (WALL ELEVATIO i"AI" - 2/55.1) ` I I uu lU'------L1---------------------------------I- - ----------------------- - - - - - - - - - - - - - - - - - - -+- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - -i- - - �! -I -----�'.1----- -- , -------ijr----- ---til- - -----�'�----- -- -- ---- ---- -- �--- ---- ! ---- - ---- ---I -- ---- ---- --- -- --- -- c--- -- ---- -- �- CF3 GF3 _1,r CF3 REFER TO J/52.1 4 ,� <z I I O L� 0 0 I I I I II I I 3 3 I I ARCHT L. FOR PRINTS ISSUED I RECEssE 5LA5 ! 114x6 POs W/ (3) 2x4 ISOLATED coNc. 1 I I I I I I I I I u I w ROLL -IN i (u 2x4 GLUED 4 I PAD WASHER I I 52. I 4/4/01 FOR PERMIT I I 1+I STUDS -I 1 1 1 I I'1 1 1 1 I I_-_� I! I SHOWER (5EE NAILED �� 1 1 I I I f + I 1 08/12/07 ADDENDUM #I CITY CHANGES 1 1'1 �' I'I I III III ARCHT'L,) S T.O. SLAB EL. 100'-0" H I ;1 4" CONC. SLAB w/ (I) LAYER Ir 6X6-W1.4XWI.4 W.W.F. OVER 10 A , I MIL. VAPOR BARRIER AND 4 I � ISI � i { 11 � � I'I 52. I�I I I � I�I I I I I I I 1 I 52 52 I' I I j I III I I I GRANULATED SAND (TYP.) I JOB NO. drawn: RDH 0A I I!I lil III II III lit + I lil II I,I I I'I- - - - - - - � 1, O I �----------1'---------_.---_.._-I'--------I--------I I I B I------ - I----- I- --- - I 06045.2 checke&RR 111 � �1 I I- ------ ------------- ;--____-_.._ -- '------� r ----- --------- 1-- ------- ! --------- ---------j 61 a - �- - _ CF2 ! - - - - _ - J- ' B B �, cF2 ! SECOND FLOOR FRAMING PLAN ---- L- - ---J ------ ------F OTtNANDFOUNDATIONPLAN (WALL ELEVATION "A' - 2/55.1) s - - - - - - - - - - - - - - ! - - - - -1- - _! (WALL ELEVATION 'A" - 2/55.1) IAN COORDINATE WALL FRAMING W/ SHOWER / TUB CONTROLS (TYP. ALL FLOORS) ® CF2 ! -I------------------ - i CF2 I Lnl Mv .. CF2 I 'AW. -ORD .- _Q (5) 2X STUD 1 FROM FNDN. TO ROOF Nol ITN -FOUNDATION ATIOI A y t ° - I-��-,-- - - - - - �I� H%' - 1'-�' E N,;}C 1 N E Rf N;,G -IL_ PLAN NOTES: CO,NSUI.TANTS� INC. 52. I. REFER TO ARCHT'L SHEET A6.1 FOR COLUMN DIMENSIONS 41'-5 1/2" 25'-4 1/2' 27' -II 1/2' AND STUD WALL PLACEMENT AT STAIRWELL. 2. T.S. = THICKENED SLAB (REFER TO SECTION E/52.1).. 41 1 N. W B B R Q A D 94'-9 1/2" (WALL ELEVATION °A" - 2/55.1) 3. WALL ELEVATION "A", "Al" 4 "B" INDICATE TYPICAL WALL WICHITA, K S . 6 72 06c co ri ht 2007 VALUE PLACE FRAMING AND CONNECTIONS. 3 1 6- 6 8 4 - 9 6 0 0 O pi g (D C1 C> 3 �\ 1 7) 8 10 �1� 1 ?_ 13 �� 15 1 l 17 18 � I � ' I I i i j I NOTEN ■ SEE DTL. 1 i A i ! I SEE= DTL. I I e I i I I 3/54,1; S4. I 3/54.1 1 H THE ARCHITECTS AND I A PRE -FAB VALLEY , j ( ; ; 4 i ' ENGINEERS WILL NOT BE f TiRUSSES W 24" o.c, I L4 L4 I L4 i L4 I L4 L4 (� ! i , F I PRE -FAG VALLEY I I I I " INVOLVED NV NEGOTIATION H BIDDING AND 1 Y -F, - I 1 ! ' I TRU58E8 � 24 O.C. I L3 ! I L3 j L3 I L3 f I PLEASE DIRECT ALL L3 L3 I I I I I I I I I I I I I I I I I L3 3 QUESTIONS CONCERNING j DRAWINGS, SPECIFICATIONS, 1 I I I I I 1 1 1 1 1 1 1 I I I I I I I I 11 1 1 1 1 1 I I I I I I SUBSTITUTIONS, I I I ! CLARIFICATIONS, BIpDERS (2)13/4 X 14 1.55E LS HOIST I I I I I it I BEAM (MAX, ALLO ,POINT I ( _ _ I LIStS, BID DUE DATE, ETC. TO THE OWNERS C -I I I I I I pgL. TAPER D B KG, I - -I I I I I II LOAD ; 5500 lbs.) A 2Xa JaTS. 24" ` .G. 84. I I II I I I - 1-71 I I I I I I I I I I I I CONSTRUCTION (TYP. 0 RID s 4 I 1 1 I I I I I I I I I I L 4. (MAX.) W1 DBL. XV5 I I I I I I I I 1 1 1 1 1 1 I I I I I I REPRESENTATIVE: JOEL VALLEYS U.N I 1 -_ _ _ I 401-114-&6131.R41- EA. 51DE OF OP NINCx I I 1 � 1 PALMER 941-920-2(043 FAX 1 1 1 I I I I I 'I I I I I TT aTL. 1/54.2 1 -, I-- I I __-! _.I i ,�« Ilk 4. D! BLKG. . SIDE ' I' I I ' I I 1 1 1 4. I i w LL 1 I I 4 1 1 1 1. 1 j I I I I I I RIDGE 'ENT (TY ) I - G I 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I 1 4. P -FRES WOO 'ROOF TRU$ S 24'' C. 1 O O ! ! (Y O O L2 L3 L3 I L3 i L5 - i L3 I I L3 I L3 L2 I L2 I ( I L2 ( L2 L2 { L2 L3 i L3 I I L31 I I I! L3 I ( I IL31 1i I I IL31 I I L3 L2 I L2 L2 i L21 Elmo ME' L2 L3 L3 I L3 i L5 - i L3 I I L3 I L3 L2 I L2 I ( I L2 ( L2 L2 { L2 L3 i L3 I I L31 I I I! L3 I ( I IL31 1i I I IL31 I I L3 L2 I L2 L2 i L21 _ UIQ Cl I I " 1 I I 1 I I I I I I I I I I D I 1 I I � c 4 4• HD W/ - I m E E 6X6 POST -i - X w v ! (5EE DTL - -' I I I I I I 4. PR -F B OD ROOF TRUS 5 m 24' O, (MAX.) s ! 4. 1 c i ��� I I Air - I I 4. LL = 50 PLP 4 rel t>_ p A I I I I I I I I I I I I I I I 25 I I I � 1 w1� '?, I- 1 1 1 1 1 1 1 1 1 �; -- I ��' 1 4• I 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 11 1 1 1 1 1 I I I I i L LJ_�, I I I I I I; 11 1 1 1 1 1 I I L3 I L3 a L3 I I I I I I 3 i L3 L3 1 L3 L3 ; REFER TO 50.1 F ` FOR TOWER ' L �_"K 3�I�I' IIII.II �. ,'�'� Ifii(ij lI IIIIIIIII II c�II 3IIIIIIIII II IIIIIIIII II G!IIIIIIIIIIIII -_ II IIIIIIIIIIII -II II IIIIIIIIIIII -CI1 'IIiiII{IIiII;I,;jiI !1 I1 �III`IIIIIIIIIII -I5�I1�IIIIII ^~j3 -I •-.� II1II �. �I �II IIIIIIII 1 i-vy IIIIIIIIIII -.tenII IIIIIIIII tiII I!�I�i!f'Ic!,iI!i, II II IIIIIIII ..�5II �3IIIIIIIII .-..I i..r�IIIIIIIII-w-•�II- ..0,�i�YII!IIIII 1 �Av5�X. t.IIIIIIIIII -). IIIIIIIIIII -I �Ii�IIII!I'�IjiiIII1 1 1 IIIIIIIIIII I III1III1�III 1 31 /IIIIIIII!II 514.IIIIIIII1II 1 1 II1IIIIIIII 31 .fI1IIIII1III 1 fi!jI`I'I!�f{ II 1IIIIIIIIII'1 II III1IIIIIIIIIII I_I1 1IIIIIIIII I1IIII1IIII -.r�I II1�I1IIIIIII ,iLf--1 1IIIIIIIlI �-"I 1IIIIIIII C -I III�IIIIII •^ - _.I IIII(IIII -1�;��I;�i!!�i!';1 1 IIIIIIIII -,I . IIIIIIIII 1 IIIIIIIIIII _Y1 IIIIIIII ,_ 1 IIIIIIII,I1 AIIIIIIII ^I IIIIIIIIIIIIII I rI�I1IIIIIIIII JI IIIIIIIII �IIIIII1 �I 1v IIIIIII II �IIIIIIIIII1I 1I1tIi{''6:I;!Ij1IGt, II IIIIIIIIII II II IIIIIIIIIII II IIIIIIIIII II IIIIIIIIIIIII 4 .I1 IIIIIIIIII ,PRE -FAB VALLEY PRE -FAB VALLEY' 4. TRUSSES 24" O.0L4 L4 TRu55E5 tv 24 O.0 :1 -- __ �5�I IIIIIII -K,I 3 42I�. IIIIIIII FIIII RBADI 3 IIII M I I. NIII11IIiI'i 8 G PcjLB�3CA3 , NL4 SEE bTL. 4 tL4 D SEE DTL. HD W/ 6X6 POST (SEE DTL. MASTER TRUSS J 4. 2/54.3 0 ARC HITECT: PREFAB VALLEY WESLEY A. DA RNEe�r D TRUSSES 24" o,c, NOf z11TH ,f=LAN_ CONTACT INFORMATION: PLAN NOTES: RaXANNE ESTES I. REFER TO SECTION 11$4.1 FOR ROOF TOP PLATE CHORD SPLICES. 105 N. Washington Wichita, Kansas 6 7 2 02 2, REFER TO SECTION 2/54.1 FOR NON-BEARING WALL DETAIL. 'l8" ph 316,261.4700 fx 316,262.0002 3. REFER TO SECTION 4/55,1 FOR TYP. EXTERIOR LINTEL DETAIL. 4. WOOD ROOF TRUSSES SHALL SPAN FROM EXTERIOR WALL TO INTERIOR WALL (MAXIMUM TRU55 LENGTH 28'-(o"). LOADS SHOWN ON PLAN ARE ADDITIONAL TO TYPICAL TRU55 LOADS SPECIFIED IN STRUCTURAL GENERAL NOTES AND STRUCTURAL ROOF NOTES DUE TO TOWER FRAMING OVERBUILD. ro. ALL LOADS ARE UNFACTORED, GO (D4 70 - 10 �2 3- 16" TJI 360 16" TJI 230 JSTS. w 12" J6T5.v 24" 31iz CONC. SLAB O.C, (MAX.) O.C. (MAX.) ON MTL. DECK W/ ON MTLDECK W/ R(1) LAYER L5 L5 Lr0 L5 L5 L5 roX(o-U14XW1.4 W.W.' (oX(0-W14XW1.4 W.W L4 3. L4 L4 L4 L4 L4 L4 Bio' TJI 230 STS. 16' O.C. (MAX 16' TJI 230 JST5 I(o" O.C_ (M3W I(SEE NOTE 01) (5EE NOTE "1) WB(b' TJI 230 JST5.itv 24' O.C. (MAXI "'0 . " ..- 0TL. 1/4.2 J,F I I I I 1:77 ( I I I I �`W WBliM4 2 L4 I F -F -I+ L4 IFF I I LL4 L5 L5 I 1 11 1 1 L51 I I I I IIIL6 I' ":I IL5 L5 L5 L41 1 1, 1 1 L4 : 4 Lg E ' i 1 I I I I II I I I I I I I l I I I I ; I I I I I I I I I E I I ( I I I I I I I 1 1 1 1 I 1 1 1 1 1 I LLLL4L4 L5 L -a 3 L4 L4 IL4 I J I PRIM ISSUED GL 1 4/4/07 FOR PERMITUJIU-J-] I LL �ILL I I IL=1v lJI 230 JST5. 'W 24' D.G. (M-v.(o„ TJI 23 STS. 16O.C. (MAX16O.0 AX.) 1,'6" TJI 230 JSTS. 1(oO.0 J 1XM(A(o' TJI 230 JSTS. a24. O.G. (MA08/22/07 ADDENDUM #I CITY CHANGES SEE NOTE WI)(SEE NOTE,SEE NOTE #;) J LL U L4 L4 L4 L4 JOB NO. drawn: RDH L4 L4 06045.2 checked RRA L5 L5 � L5 L5 I L5 - 00 Mg- L5 N(PN 1 L5 I1 ir r; i y,, F� THIURTII,LOOR FRAMING PLAN T fFOUf;;�THFLOOh SAIN11TU No TN �- ,, - -�✓ F�A� I NG; FLAN .r �: PLAN NOTES: tia" - 1 -0" I. ADD FLOOR JOIST$ A5 REQUIRED TO M155 PLUMBING LOCATIONS, FC„_ 2 REFER TO SECTION 1/53,1 FOR RIM BOARD CHORD SPLICES, COORDINATE WALL FRAMING 3. REFER TO SECTION 2/84.1 FOR NON-BEARING WALL DETAIL. E ill W/ SHOWER /TUB CONTROLS 4 WB = WALL BRACE - REFER TO DETAIL 4/53.1, C, ! StQLTANTS INC. (TYP. ALL FLOORS) 5. REFER TO SECTION 5/85.1 FOR TYP, EXTERIOR LINTEL DETAIL. ` (o. 0 = STAIR FRAMING MEMBER (SEE SCHED. ON SHT. 50.1). 1. G.C. TO ADJUST J5T. SPACING UP TO 18" Q.C. (MAX.) IN ONE SPACE TO 411 N. W E B e ROAD ACCOMODATE BATH EXHAUST FAN, WICHITA, K S . 67206 Q copyright 2007 VALUE PLACE 3 1 6 - 6 8 4 - 9 6 0 0 1 2 3 4 5 6 7 8 \ \'G I"1 12 �3 �4 6�j) 16 17 18� C ? 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I I _L I I I I I I I I I I I ND W/ 4xro I I I I I I I ` I HD W/ 4xh I �Q HD W/ 4Xr� I I ,yH_,D W/ 4x(o I I ' I I I I I I I I I I I I I I I I I I I I I I 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 HD W/ 4x(o I I POST I I I I I I I POST I X POST 1 I I TI 05T i, 1 I ( 1 I I I I I I I I 1: I I I I I I I I I 1 I I I 1 POST I N P05T I POST I I 1 POST I I I I I I POST 4xio I I I I I ,1 � 1► I � I I I� 1 I. 1 I I I I D W/ 4x(o I I I - I HD W/ 4x6LL OST I I I 1 i I t I I I I I I i I I I POST ,•. I 1 ( I I I I I I I I I i I I I I I Q I � I . ....:. . ...., .... I I _ IIII II III I I -ill I� ''l11 Illllllllll III I I I I II I � 3 HD (SEE D/64.2)-/1_ _ _ _ _ _ _ _ _ _ - HD (SEE D/54.2) COI � FLOOF� NO tN r/ / 1 N FLAN PLAN NOTES: 1. RWALL INDICATED ON PLAN IS TO BE PLACED BETWEEN SECOND FLOOR AND THIRD FLOOR. SEE ELEVATION 2, REFER TO SHEARWALL SCHEDULE ON SHEET 51.5, 3. HD = HOLDOWN AT 5HEARWALL (SEE PLAN d SCHEDULE AND DETAIL THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINCxS, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, BIDDERS LISTS, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2643 FAX 401-114-(0(091. u� ���P,�uALUE "e'�i���i���.*ai�?�7•+�r",�.`�i�rx"M"tt�at�dF��'d��}{��ta4��u.."'�"� tp .7,,.1;, r$ s'l l . a, In.Y� :, h ..�'kMla (?ti•u, •.. rd ...I:.T e rrY HD W/ 4x(o POST Ce e -7 HID W/ 4x(o POST ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E ESTES 105 N. Washington Wichita, Kansas 67202 ph 316,262.4700 fx 316.262.0002 13 0 9 f Q 5) �' -� /// I i I i I I I j I u 4 1 i 4 11 I I i ( I I ? 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I I LSL POST � ��I LSL POST -'------_-_ JOB NO. drawn: RDH LJ-------- Hp --/14� -Hp---- Np--- --- -- ----------zl� (2) HE) W/ — _ i-_ _ ---- 4 -NP ----I I I,I I'I H W/4x6I I----- 4 ± 4 I LSL P05T 06045.2 r�---------------�'------s P ST I Z-------------� checked RR i ----J ----ND--- `- -HD-- -- L ----- L ---- ; J---HD---—HD----� ; C��R�Qa AM ING&FOOTING AND �+ \ 1 — — — — — —i— — — : ` �.` ff ff I �ARWALL PLANS FfQST FLOOFP...,SH A UJ L CITY X SANK"RD NDUS-SDS2.5 W/ NO TI --I,, r-1 F) lie",P HILTI HY150 0 X 1112 " MIN. CONC. EMBED I/g11 /JjY PLAN NOTES: II- 0 I'M 5HEARWALL INDICATED ON PLAN 15 TO BE PLACED BETWEEN L J L —I FOUND ATION/CxROUND FLOOR AND SECOND FLOOR, SEE ELEVATION 2. HD = HOLDOWN AT SHEARWALL (SEE PLAN, SCHEDULE AND DETAILS 1/52.1 d 2/52,1). 3. REFER TO SHEARWALL SCHEDULE ON SHEET 51.5. ENGINEERIJ,C CONSULTANTS, I�IC. a , 7.:iff�•;'},y'' ., 411 N. WEBB ROAD WICHITA, KS. 67206 © copyright 2007 3 1 6- 6 8 4 - 9 6 0 0 VALUE PLACE ( 1 ) 2 (3)18 l 4 i60 17 / \ / , T E � { , F f;;� A INSf=L PLAN NOTES: /a = 1,-f0. I. p= SHEARWALL INDICATED ON PLAN IS TO BE PLACED BETWEEN FOURTH FLOOR AND ROOF. SEE ELEVATION 2. REFER TO 5HEARWALL SCHEDULE ON SHEET 51.5. C8) �0 1 (11D2 �3 14� 16 1 c7)) 1 d t � i I \-27 1-lV \eI L-1— V/VR.4/ THlf;RID FLOOR 5HEAIZL< Ff�At**011Ne PLAN I/8 " a 11-01 PLAN NOTES: I. 0= SHEARWALL INDICATED ON PLAN 15 TO BE PLACED BETWEEN THIRD AND FOURTH FLOORS. SEE ELEVATION 2. REFER TO SHEARWALL SCHEDULE ON SHEET 51.5. 3. HD = HOLDOWN AT 5HFARWALL (5EE PLAN, SCHEDULE, AND DETAIL 7/55.1) A THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, 5U55TITUTION5, GLARIFIGATION5, BIDDERS L15T5, BID DUE DATE, ETC. TO THE OWNERS CON5TRUCT I ON REPRESENTATIVE: JOEL PALMER 941-920-2 43 FAX 401-114-io9&91, .,.... . �r...... G I I v m �.��^�. ..`�a.�Y i>.w�s� .�ef ,.�Su,&e,� .r+�^J.�r�✓ ,t .i ,�,h G, l ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 W U PRINTS ISSUED 4/4/07 FOR PERMIT JOB NO.drawn: RDH } 06045.2 checked: RR - R,? F0 RTH FLOOR FRAMING PLAN SRVIE SEAftW LJ LANS L L SA�ffl,-OTRu E N, GI N E E> R I NG CC�NSUI.TANTS, 14C. 411 N. WEBB ROAD WICHITA, KS. 67206 Q copyright 2001 3 1 6 — 6 8 4 — 9 6 0 0 VALUE PLACE J Q Z f� N PRINTS ISSUED 4/4/07 FOR PERMIT JOB NO.drawn: RDH } 06045.2 checked: RR - R,? F0 RTH FLOOR FRAMING PLAN SRVIE SEAftW LJ LANS L L SA�ffl,-OTRu E N, GI N E E> R I NG CC�NSUI.TANTS, 14C. 411 N. WEBB ROAD WICHITA, KS. 67206 Q copyright 2001 3 1 6 — 6 8 4 — 9 6 0 0 VALUE PLACE -';'t t '� CN N U i SHEAF WALL SCHEDULE MARKS \ \ v \ \ v v �Q N \ +15.3 5HEATHING TYPE/a' GYP. BRD. - 15/32' APA RATED 15/32' APA RATED 15/32" APA RATED 15/32' APA RATED '5/32" APA RATED '5/32' APA RATED I F-1- T- 7 -I- ' -I- T- 7 -I_ r (1) FACE SHEATHING - EXT, SHEATHING - (1) SHEATHING - (1) SHEATHING - (1) SHEATHING - (1) SHEATHING - EA. FACE FACE FACE FACE FACE FACE BLOCKED OR UNBLOCKED UNBLOCKED BLOCKED BLOCKED BLOCKED BLOCKED BLOCKED BLOCKED NAILING AT ALL PANEL EDGES TOP 4 BOTT. PLATES d 6d COOLER NAILS 8d m 6" O.C. 8d 10 (0' O.G. 8d e 4" D,G. 86 v 3' O.C. 8d e 2' O.G. 8d �Q 4' O.C. BLOCKING, UNLE55 NOTED. NAILS Q 12'* O.G. MAX. IN m 4" O.C, STAGGERED ON DBL, THE FIELD (ALL PANEL EDGES TO BE BLOCKED WITH STUDS 2" OR WIDER FRAMING U,N.) -------- ---------1--------- � - - - � - - - ---44.5--------------- T I x: EXTERIOR PLYWOOD TO BE NAILED v ro" O.C. AT - - - - - - - I -I - I INTERMEDIATE SUPPORTS PER F,B.C. 2304.9.1, I MAX. SPACING OF SIMPSON A34 FRAMING ANCHORS AT (3) ,@ 4'-0" O.C. J ROOF BLOCKING TO WOOD PLATE AT TOP OF SHEAR WALL (EA. BLKG. I�° O.G. 1I --I I LI_ L 1 _I_ 1 _I_ L 1 _1_ L - I I�I I _I_ L 1 _I_ L _ _ _ _ _ _ -211 1 _ �^ 1_ l _I_ ------ PANEL) ------ ------ ------ ------ MAX, SPACING OF 5/ (P GALV, ANCHOR B0LT5 (WOOD PLATE 40' O.C,-----48" OC. 32" O.C, 32" O.0 ON DBL. SILL Ido' O.C. TO FNDN,) 21/2" MIN, PROJECTION ABOVE CONCRETE - i PL. SIMP5ON STRAP TIES AT EA. END, BETWEEN FLOORS, HHDQ14-5D52,5 W/ HHDQ14-5D52,5 W/ UNLESS NOTED, ( REFER TO EL E V. 1/55.1) - - - - - - M5TC40 MSTC� 8 A 4Xh P05T A 4X6 POST ------ SIMPSON HOLDOWN5 AT EACH END,AT FOUNDATION, UNLE55 ------ ------ ------ PHD2-51D53 HHDQII-5DS2.5 W/ (2) HDIQA W/ A (2) HD14A W/ A 311/2 "X71/4" NOTED. (REFER TO DETAILS 1/52,1 4 2/52.1) A 4X(o POST 31/2'X-1'/4' 1.3E LSL POST 1,3E LSL POST 5/ 11/, HILTI HY150 X 1"0 HILTI HY150 X (2) lis"d� HILTI HY15O (2) 1"4, HILTI HY150 HOEDOWN ANCHORS ------ ------ ------ 7" MIN. CONIC. 123/x" MIN. CONIC, X 111/4" MIN, CONC. X 1231/a" MIN. GONG, EMBED, EMBED. EMBED. EMBED, REMARKS DBL. STUDS 4 DBL. SILL PL. REQ'D. NOTE: SEE TYPICAL ELEVATION 1/55.1 FOR REFERENCE. WALL oFENINI.Ci FF�EGGUF_�E (C4C) LOCATION PRESSURE (per) I WITHIN 4'-(o" OF BUILDING CORNFR +24.4 per -3210 per ALL OTHERS +24.4 per -20.4 p5r WIND LOAD INFORMATION: I. BASIC WIND SPEED: 110 MPH (3 SEC. GUST). 2. WIND IMPORTANCE FACTOR: I.O. 3, WIND EXPOSURE: C. 4. INTERNAL PRESSURE COEFFICIENT: ±0,18 (DESIGNED AS ENCLOSED), 71 I +15.3 _44, Ej j I i 4 -I-L _I_L1_L1 ! I_L1 I_L1-1 L1il-L I I I I I I I I I I I I I I I I 1 I I I I I I I I I I l I 17 - 53.4 \ F_ FT - -F T-1 T -1-I- -1 F, T -1-f T' 1 _._ -I \ +12.9 � .I \� -53.4 \ N17 +12'9 11 11 +12'9 II _ -14.5 11 -34.5 1II *12.9 +12.9 - -53. \ +12,9 REFER TO NOTE 3 FOR ADDITIONAL FA5TEtNERS. 1 (TYP, v ALL SHADED AREAS.) +24.4 +944 PLANS THE ARCHITECT5 AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, BIDDERS LISTS, 531D DUE DATE, ETC, TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2043 FAX 401-1-14-6613-1. 611 ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.261.4700 fx 316.262.0002 W U I �Q N \ +15.3 - 44.5 ` V I F-1- T- 7 -I- ' -I- T- 7 -I_ r -I- T -I- T- I- +- -I- -I ' �- --I- -I- T- I -I-1- -n 1 L I 1 I +15.3 I -2 1.7 i -------- ---------1--------- � - - - � - - - ---44.5--------------- T I - - - - - - - I -I - I I J 1I --I I LI_ L 1 _I_ 1 _I_ L 1 _1_ L - I I�I I _I_ L 1 _I_ L _ _ _ _ _ _ -211 1 _ �^ 1_ l _I_ 1 1 l I► _ _fi _I_ _I_ L - 1 -I- L -. _IJ 1 I I _ i 71 I +15.3 _44, Ej j I i 4 -I-L _I_L1_L1 ! I_L1 I_L1-1 L1il-L I I I I I I I I I I I I I I I I 1 I I I I I I I I I I l I 17 - 53.4 \ F_ FT - -F T-1 T -1-I- -1 F, T -1-f T' 1 _._ -I \ +12.9 � .I \� -53.4 \ N17 +12'9 11 11 +12'9 II _ -14.5 11 -34.5 1II *12.9 +12.9 - -53. \ +12,9 REFER TO NOTE 3 FOR ADDITIONAL FA5TEtNERS. 1 (TYP, v ALL SHADED AREAS.) +24.4 +944 PLANS THE ARCHITECT5 AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, BIDDERS LISTS, 531D DUE DATE, ETC, TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2043 FAX 401-1-14-6613-1. 611 ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.261.4700 fx 316.262.0002 W U PRINTS ISSUED 4/4/07 FOR PERMIT JOB NO. C drawn: RDH 06045.2 checked: RR v" I E1ASYEDULE +24.4 -2 -32 ro �0. -326S. +,. t=_ oo UJfN �0� U'i�: QTY OF iso TN , N.T.S. LOALD ING� FLAN PLAN NOTES: I. (0 = PRE55URE5 ACTING TOWARDS BUILDING SURFACES, 2. (-) = PRESSURES ACTING AWAY FROM BUILDING SURFACES. 3. ROOF SHEATHING TO BE ATTACHED W/ 10d IQ 4" O.G. 15D ALL PANEL EDGES 4 INTERMEDIATE SUPPORTS AT ALL SHADED AREAS PER F.B.G. 2304.9.1. E C KI N_,C S, Ilk. 411 N. WEBS ROAD WICHITA, KS. 67206 3 1 6 - 6 8 4 - 9 6 0 0 © copyright 2007 VALUE PLACE �Q N \ ` V PRINTS ISSUED 4/4/07 FOR PERMIT JOB NO. C drawn: RDH 06045.2 checked: RR v" I E1ASYEDULE +24.4 -2 -32 ro �0. -326S. +,. t=_ oo UJfN �0� U'i�: QTY OF iso TN , N.T.S. LOALD ING� FLAN PLAN NOTES: I. (0 = PRE55URE5 ACTING TOWARDS BUILDING SURFACES, 2. (-) = PRESSURES ACTING AWAY FROM BUILDING SURFACES. 3. ROOF SHEATHING TO BE ATTACHED W/ 10d IQ 4" O.G. 15D ALL PANEL EDGES 4 INTERMEDIATE SUPPORTS AT ALL SHADED AREAS PER F.B.G. 2304.9.1. E C KI N_,C S, Ilk. 411 N. WEBS ROAD WICHITA, KS. 67206 3 1 6 - 6 8 4 - 9 6 0 0 © copyright 2007 VALUE PLACE I' v Fc-; _P DBL. 2X4 STUDS m 12' ION Q 1CF21 O.C. (MAX.) (ALTERNATE: 3X4 STUDS) - TYP. FROM SEE ARCHT'L. FNDN. TO 31RD FLOOR NO, X 11" GALV. A. BOLTS IV STUD COL. (SEE LINTEL 4'-0" O.G. MAX. (TYP. U.NO.) SCHEDULE) REFER TO PLAN FOR OR HILTI DNI -12 P8 W 16" O.C. COL. SIZE, BASE fE 2 DROP TOP OF FTG. ANCHOR BOLTS PRESSURE TREATED R AT EXTERIOR EDGE IN N.S. GROUT 04 X 3'-9' DWL.'5 FOR FINISH GRADE �r I(o" O.G. MAX. � * � �� ap OR PAVING AS REQ'D DROP TOP OF FTG. m 4 X 3 -`� OWL. S EXT. POOR SLAB m 24' OC = AT EXTERIOR EDGE LOCATIONS EL. 100'_0' EL. I00'_0" FOR FINISH GRADE — OR PAVING AS REQ'D I I � CONC,FLOOR SLAB Z�1w (1) 114 CONT. EONS I EO�(a �4 �z ( I I z PARRI R AND 4POR � u�i ? � X ( I Q LL I—I— _ GRANULATED SAND a — 1 �. I I- `A m u 4 (TYP.) � SEE PLAN a SCHED. SEE PLATRENCH FTG. BEYOND 04 VERTS N a (REINF. NOT SHOWN FOR FOR SIZE a REINF. SCHED. FOR CLARITY) 2'-0" O.C. � SIZE 4 REINF. 5EE PLAN F SIZE 4 RE I (",4 6ECTION F-NC)N,-rF"*�&ECTION FNEDN., c 5 E C T I C \J2.1 1/2" — I'-0" t/2.1 I/2" 1'-0 " NOTE: 1. REFER TO 5/54,2 FOR BUILT-UP DBL. 2X4 STUD DETAIL. 2. 5/s"O HILTI HY150 GALV. ANCHORS x 21/2' -- 8" DP. BOND BM. W/ (2) "5 MIN. CONG. EMBEDMENT. MAY BE USED CONT. '@ 4'-0" O.G. (MAX.) AS AN ALTERNATE FOR ANCHOR BOLTS VERTICALLY - TYP. SHOWN, (REFER TO NOTE 038 FOR TESTING REQUIREMENTS) 5X5X3/a ANGLE WITH 3/4',' X 1'-4" LONG ANCHOR BOLTS a 2'-0" O.G 8" CMU W/ a6 VERTS IN (VERIFY WITH ELEVATOR SUPPLIER) I SOLID GROUTED CORES W/ DWL'5 INTO FNDN. WALL CONC. FLOOR SLAB (SEE I5/54.2 FOR SPACING) EL.100'-0' SHEARWALL5: 5/'4, GALV. HILTI KWIK 2X STUDS 16" O.C. MAX. 8 ;;-:r;i;.;a (SEE SHEARWALL SGHED. 4 BOLT 3 EXPANSION ANCHORS x 4" FL_ 4 EDGE BAR ALL AROUND L\ MIN. GONG. EMBED. (VEE SHEARWALL u "4 X 4'-0" 2-0 PLAN FOR LOCATIONS DBL. SCHED. FOR SPACING) OPNG. EXTEND 2'-8" BEYOND ( +'S HORIZ. a f)< III 24" O.G. STUDS ARE REQUIRED FACE OF OPNG. I'-0" 12" O.C. I < <,� ISOLATION JOINT ­ (TYP. GALV. HILTI DNI 12 PS WALL SHEATHING (SEE '� Ido' O.G. MAX. OR 1/z'� GALV. HILTI KWIK (TYP') S VERT. a 1-- CONCRETE FLOOR — ARCHT'L 4 5HEARWALL BOLT 3 EXPANSION ANCHORS x 31/2' MIN. 12' O.C. (1) 04 CONT. SLAB SCHEDJ CONC. EMBED. ,fo 48' O.C. MAX. 4" MIN. CONC, FLOOR SLAB 2X PRE55URE TREATED 1`12 CONT. CONT. f (SEE PLAN) (SEE SHEARWALL SGHED. FOR DBL. SILL I WATER5TOP } PLATE LOCATIONS) � ,-�n..._., CLEAR 3' (2) 04 CONT, BOTT, CLEAR0 3' CLEAR (3" CLEAR TYP,) All I' 0" " 05 Q 'a O.C. EA. WAY (F.CUT AT OPENINGS) REFER TO MECHANICAL FOR SUMP PUMP PIT LOCATION T***rf=. T 1C<EN SLArr---�5EGTION FNLDN.1/2'= 1'-0" 62.1 1/2' = 11-0" X2.1 ISOLATION JOINT - (5EE ARGHTV (0114— CONT. I)"4CONT, �s X SEE ARCHT'L FOR SIZE REFER TO ARCHT'L FOR TRENCH DRAIN DIMENSIONS a GRATING 1-6 I-6 04 e 12 " O.G. ---i F-- 04 w 12" O.C. EA. WAY TOP 4 BOTT. 3/4' CHAMFER (SEE ARCHT'L.) z 4 e E 4 (3) 04 CONT. BOTT. SECTION a NDN. ISOLATED CONCRETE PAD 1/2" = 1'-0" (3) STUDS W/ 12d m 16" O.G. STAGGERED EA, SIDE 51MP50N HOLDOWNS AT EACH END OF SHEAR WALLS- (REFER TO PLANS 4 SCHEDULE) ANCHOR SILL PLATE CONC, FLOOR SLAB v—CONT. BAR Q SLAB EDGE ADD (2) 04 X 3'-9' DWLS. V 12' O.G. CNTR'D v ANCHOR DTL,- 51MP50N 551.5 2X4 5TUD5 SIMPSON 553 DBL 2X4 5TUD5 NOTE: INTERIOR 5TUDS11 ONLY (I OF COL. 150LATION JT. ,o COL. CONC. FLOOR SLAB 100'-0" �r E -TRENCH FTG. BEYOND (REINF. NOT SHOWN FOR CLARITY) e FN ID N, 1/2" = 1'-0" cl� OF COL, 4 FTG. —REFER TO PLAN FOR COL. SIZE, BASE fE 4 ANCHOR BOLTS I' N,S, GROUT _ EL SEE PLAN 4 SCHED. FOR SIZE 4 REINF, CTION oo FNE)N.. 117 e _ 1' - 0' WOOD POST (SEE SCHED.) - EDGE NAIL SHEARWALL SHEATHING TO POST AT HOLDOWN5 SIMF50N HOLDOWN AT EACH END OF SHEARWALLS- (REFER TO PLANS 4 SCHEDULE) ANCHOR (SEE SHEARWALL SCHEDJ PBL. SILL PLATE (SEE SHEARWALL SCHEDULE) CONC. FLOOR SLAB CONT. BAR fD SLAB EDGE ADD (3) 04 X 4'-0" DWLS, e� 12" O.G. CNTR'D IV ANCHOR �40LID 1�)OUJN E�)TL_, .. NOTE: REFER TO SHEARWALL le = I._0 SCHEDULE FOR POST SIZE. 2x4 STUDS ADD 51MP50N NAIL STOPPER fE.'s ID PLUMBING 4 CONDUIT LOCATIONS THRU SHEARWALLS (TYP.) LDETAIL ELEVATION lo) FLUtl%*15INCx/ELEC. LINA PENETRATION I/2e = I'_0N IMF­� mr" CTION a NDN. 2X4 STUDS Q 16' O.C. CONT. PRESSURE 6, TREATED fE W/ 5/g',P X 11" GALV. A. BOLTS tv 2 I(o" O.C. (MAX,) EL. 100'-4' z��w _01 .Q U1 Z X iL�_' 1/2' = I'-0' I 6X6 POST SIMPSON CB&�o (3) 04 TIES fD TOP �lw 4" O.G. 1-2 "4 VERT 6. 12" O.G. (MAX.) 8, SEE PLAN a SCHED. FOR SIZE 4 REINF. '-N&EGTION o9D NE)N. X2.1 1/ ' = 1'-0' 8" DP, BOND f3M. W/ (2) "5 CONT. 8' CMU WALL (ABOVE RECESS) 8' DP. BOND BM. W/ (2) 05 CONT. '0 4'-0' O.G. I' (MAX.) - VERTICALLY - TYP. WALL BEYOND ADD (1) % VERT, IN (5) I I f SOLID GROUTED CORES ADJACENT LADDER RECESS (EXTEND TO SECOND FLOOR BOND BEAM) I I tt I� CONC. FLOOR SLAB—� i REFER TO — SECTION F/82,1 FOR REINF, Fdffivii ri ii u �Q �t IL 9 1/2'2 I/2" (� ( I w SECTION oa) NN. 1/2 a = I' - 0. x ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 61101 ph 316.161.4100 fx 316.161.0001 W SHEARWALLS: 5/8'4' GALV. HILTI KWIK u DBL. 2X4 STUDS tv I(o"BOLT 3 EXPANSION ANCHORS x 4' O.C. (MAX.) (ALTERNATE: MIN. GONG. EMBED. (SEE SHEARWALL F. 3X4 STUDS) - TYP. FROM SCHED, FOR SPACING) %JT FNDN. TO 3RD FLOOR NO GALV. HILTI DNI 12 P8 ,a 16" O.G. MAX. OR I�?"� GALV, HILTI KWIK BOLT 3 EXPANSION ANCHORS x 31/2' MIN. THE ARCHITECTS AND WALL SHEATHING -- CONCEMBED. -Q 48" O.G. MAX. ENGINEERS WILL NOT BE (SEE ARCHT'L a . INVOLVED WITH BIDDING AND SHEARWALL SCHED.) NEGOTIATION OPTIONAL CONST. JOINT PLEASE DIRECT ALL (1) "4 DONT. QUESTIONS CONCERNING 04 X 3'-9" DWL's CONC, FLOOR SLAB DRAWINGS, SPECIFICATIONS, tv 24" O,C,N-6HEARWALLS: SUBSTITUTIONS, 2,_m" EL 100,_0„ CLARIFICATIONS, BIDDERS LISTS, BID DUE DATE, ETC. �ip _ TO THE OWNERS t0 CONSTRUCTION REPRESENTATIVE: JOEL = PALMER 941-920-2643 FAX 40-1-114-(0(091, PLAN a SCHED. z�ISEE rOR SIZE 4 REINF. IMF­� mr" CTION a NDN. 2X4 STUDS Q 16' O.C. CONT. PRESSURE 6, TREATED fE W/ 5/g',P X 11" GALV. A. BOLTS tv 2 I(o" O.C. (MAX,) EL. 100'-4' z��w _01 .Q U1 Z X iL�_' 1/2' = I'-0' I 6X6 POST SIMPSON CB&�o (3) 04 TIES fD TOP �lw 4" O.G. 1-2 "4 VERT 6. 12" O.G. (MAX.) 8, SEE PLAN a SCHED. FOR SIZE 4 REINF. '-N&EGTION o9D NE)N. X2.1 1/ ' = 1'-0' 8" DP, BOND f3M. W/ (2) "5 CONT. 8' CMU WALL (ABOVE RECESS) 8' DP. BOND BM. W/ (2) 05 CONT. '0 4'-0' O.G. I' (MAX.) - VERTICALLY - TYP. WALL BEYOND ADD (1) % VERT, IN (5) I I f SOLID GROUTED CORES ADJACENT LADDER RECESS (EXTEND TO SECOND FLOOR BOND BEAM) I I tt I� CONC. FLOOR SLAB—� i REFER TO — SECTION F/82,1 FOR REINF, Fdffivii ri ii u �Q �t IL 9 1/2'2 I/2" (� ( I w SECTION oa) NN. 1/2 a = I' - 0. x ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 61101 ph 316.161.4100 fx 316.161.0001 W u n. _J v- nrs o PRINTS ISSUED 4/4/01 FOR PERMIT JOB NO. drawn: RDH 06045.2 checked: RR P"LANS REVSEGTION �"D tw;111Y OF SANFORD E N G`I N �E I N.`G C0NSULTANTS, INC. t 411 N. WEBB ROAD WICHITA, KS. 67206 © copyright 1001 3 1 6 - 6 8 4 - 9 6 0 0 VALUE PLACE t� DBL. 2X4 STUDS Q k (ABOVE 3RD FLOOF DBL, 2X4 5TUD5 e 1< (BELOW 3RD FLOOF (l) 10d AT TOP 4 BC FLANGE 'a EA. J5T, CONT. 11/4' X 1(0' 1.3E RIM BOARD (SEE D 1/53.1 FOR SPLICE) 1s/3z' PLYWOOD (SEE SHEARWALL SCNED. od Q K/' O.G. /4" GYP -CRETE /4' T4G PLYWD, DECK (SEE 5/53.1) 16' DP, TJI JST. (1) ad EA. SIDE OF TJI (11/2' MIN. FROM END) CONT, DBL. 2X4 fE - STAGGER 5PLIGE5 4'-0" MIN. 4 LAP a CORNERS (TYP.) WD. LINTEL - REFER TO PLAN 4 SCNED, SECTION FLOOR �31 I/2" ° 1'-0" NOTE: 1. REFER TO 2/54.2 , 3/54.2 , 4/54.2 FOR BLKG. IN JOIST SPACE AT COLUMN LOCATIONS. (TYP.) 2. 3X4 STUDS MAY BE USED IN LIEU OF DBL. 2X4 STUDS (TYPJ 5/a" GYP BD, - REFER TO SHEARWALL SCHEDULE2X4 STUDS Q 16' O.C. SWT 61.5 FOR NAILING (ABOVE 3RD FLOOR) I(Od 6 ro" O.C. DBL. 2X4 STUDS 1a) 16' O.C. (BELOW 3RD FLOOR) 3/4' GYP -CRETE SIMPSON LU62(o J015T 3/4' T4G PLYWD, DECK HANGER (TYP.) 2X J015T5 (SEE 1�' DP. TJI JST. PLAN) '5/32' PLYWOOD (SEE SHEARWALL SCHED.) CONT. 11/4' X 16' 1.3E LSL RIM -BOARD (SEE DTL. 1/53.1 FOR SPLICE) (1) ad EA. SIDE OF TJI (11/2" MIN. FROM END) CONT. DBL. 2X4 fE SECTION FLOOR NOTE: 1/2' I. REFER TO 2/54.2 , 3/54.2 , 4/54.2 FOR BLKG. IN JOIST SPACE AT COLUMN LOCATIONS. (TYP.) 61MP50N DSP 0 DBL. 2X 5TUD5 CONT. 4 31/2X3i2XI/4 - SHOP WELDED TO CHANNEL EL. 108'4/a" e SECOND FLOOR EL. 117'-7" 0 THIRD FLOOR EL. 121'-0-/8" a FOURTH FLOOR DBL. 2X4 fE W/ i(od m (0' O.C. - BRACE m COL. LOCATIONS PER DETAIL 4/63.1 4 MK'd "WB" ON PLAN H65 COL. BEYOND (SEE PLAN) 31/2" CONC. SLAB ON MTL. DECK EL (SEE SECTION 51MP50N LSTA 3ro CENTERED 0 RIM -BOARD SPLIC ARCHT'L) o CHANNEL (SEE PLAN) WF. BM. (SEE PLAN) FL00f;R 1/2" = v-0 C' -1-1-1 r)HEATHING ARD DBL. 2X4 5TUD5 9 I(o' O.C. (ABOVE 3RD FLOOR) DBL. 2X4 STUDS Q 12" O.C. (BELOW 3RD FLOOR) SHEATHING 4 ATTACHMENT REFER TO SHEARWALL SCHEDULE - 5HT. 51.5 CONT, 11/4' X 16' 1.3E LSL RIM BOARD (SEE DTL. 1/53.1 FOR SPLICE) EL. 108'-11/a" '-) SECOND FLOOR EL. IIS' -7" W THIRD FLOOR EL. 127'-0-1/e" �w FOURTH FLOOR &ECTION l(od a ( 1 O.C. (2) ROWS OF 10d tv (4) 10d (MIN.) 0 BLKG. PLUS (1) BEAD OF ADHESIVE DBL. 2X4 STUD5 V Iro' O,C. 3/4" T4G PLYWD. DECK 2X 6TUD5 3/4' GYP -CRETE DBL. 2X4 STUD5 a 12" O.C. AT BUILDING ENDS, REFER TO EL, 109'-ro5/a' 1W SECOND FLOOR SCHEDULE EL. 109'-O/B" v SECOND FLOOR SNEATHIN( %`0 3RD FLOOR: "� THRU BOLTS I�' O.C. EL. 119'-01/2" Q THIRD FLOOR EL, 128'-63/8" fu FOURTH FLOOR NAILING 4 PLANS FOR 2X FLOOR JOISTS EL. 128'-(o3/g' a FOURTH FLOOR (3) 16d @ BLKG. 2Xa BLKG. m 4'- 0" O.C. 3/a" GYP -CRETE CONT. DBL -(1) 10d AT TOP I (SHT. 51.5) FOR SHEATHING AND 51MPSON L Z16' DP. TJI JST. BLKG. 2x4 BLOCK w/ (2) ad IN WEB 4 BLOCK (TYP,) LZ TJI BLKG. m 4'-0" O.C. DECK (MAX,) - (U BAY CONT. DBL, 2X4 fE e FLOOFR -S' DP. BOND BM. O.G. (2) ROWS OF 10d tv MIN. (3) 10d m BLKG. PLUS (1) BEAD OF ADHESIVE 2. 3X4 5TUD5 MAY BE USED IN LIEU OF DBL. 2X4 DBL. 2X4 STUD5 V Iro' O,C. 3/4' T4G PLYWD. DECK (ABOVE 3RD FLOOR) 3/4" GYP -CRETE DBL. 2X4 STUD5 a 12" O.C. AT BUILDING ENDS, (BELOW 3RD FLOOR) EL, 109'-ro5/a' 1W SECOND FLOOR CONT. DBL. 2X4 fE 4TH FLOOR= %"4, THRU BOLTS ip 32" O.C. EL. 119'-01/z' w THIRD FLOOR %`0 3RD FLOOR: "� THRU BOLTS I�' O.C. SHEATHING AND EL, 128'-63/8" fu FOURTH FLOOR NAILING 4 PLANS FOR 2X FLOOR JOISTS LOCATION (TYP.) (3) 16d @ BLKG. 2Xa BLKG. m 4'- 0" O.C. 3/a" GYP -CRETE (MAX.) TO FIT TIGHT -(1) 10d AT TOP I \___�51MP50N 2X JST. (SEE PLAN) \ LU52:o EA. JST. (TYP.) - WOOD LINTEL (SEE PLAN 4 SCHEDJ W/ SIMPSON HWU 5,50/9,D EA, END - NOTCH DBL. fE Na' MAX. -ADD (3) 2X'a BELOW DBL, fE. AT HANGER LOCATION &ECTION FLOOFR NOTE: 1/2" I'-0" (2) ROWS OF 10d tv I. REFER TO 2/54.2 , 3/64.2 , 4/54.2 FOR BLKG, IN J015T SPAGE AT COLUMN LOCATIONS. (TYP.) 2. 3X4 5TUD5 MAY BE USED IN LIEU OF DBL. 2X4 STUDS (TYP.) r- I- 3. REFER TO 4/53.1 FOR ALTERNATE WALL FRAMING .7- � Q N AT BUILDING ENDS, n AT SNEARWALLS: REFER TO SHEARWALL 4TH FLOOR= %"4, THRU BOLTS ip 32" O.C. SCHED (5HT. 51.50 FOR %`0 3RD FLOOR: "� THRU BOLTS I�' O.C. SHEATHING AND 2ND FLOOR: %�'O THRU BOLTS 6 16" O.C. NAILING 4 PLANS FOR (NON-SI-IEARWALL6: 1(od '4D 8" O.C.) LOCATION (TYP.) REFER TO SHEARWALL SCNED 3/a" GYP -CRETE -(1) 10d AT TOP I (SHT. 51.5) FOR SHEATHING AND 3/4" T4G PLYWOOD i EL. (SEE B/53.1) 2X J5T. (SEE PLAN) NAILING 4 PLANS FOR LZ LOCATION (TYP.) DECK 2X STUD5 lb" O.C. II All �&EGTION DBL. 2X4 f1? W/ 111 A 6" O.C.- - BRACE e COL. LOCATIONS PER DETAIL 4/53.1 4 MK'd "WB' ON PLAN EL. 10a' -111/a' a SECOND FLOOR EL. 117'-7' v THIRD FLOOR EL. 121'-01/a" m FOURTH FLOOR DBL. 2X4 STUDS 'a I(o' O.C. -� (ABOVE 3RD FLOOR) DBL. 2X4 5TUD5 S 12' O.C. (BELOW 3RD FLOOR) 000 own 0-1=0 111111 -CONT. DBL. 2X TOP fE -SEE SHEARWALL SCHED. 4 PLAN FOR LOCATIONS DBL. STUDS ARE REOUIRED FLOOD'_ 5IMP50N D5P m DBL. 2X STUDS (2) II/4"xV' 1.3E LSL - RIM BIRD. W/ %"4) HILTI HY150 x 5" MIN. EMBED, INTO CONT, z� 31/2 X31/2 XI/4 - GROUTED BLOCK V 24" O.C, (MAX.) SHOP WELDED TO BM. 31/2" CONC. SLAB ON MTL. DECK EL. (SEE ARGHT'L) TJI BLKG. Q 2'-0" O,C,- GHANNEL (SEE - (I) BAY PLAN) MASONRY LINTEL - - REFER TO PLAN 4 SCHE D. WF. BM, (SEE PLAN) SECTION a FLOOR 1/2' = 1'-0' H55 4X4X1/4 H55 3X3X1/4 X 3'-0" FULL PEN WELD HSS 4X4X1/4 o�. -0 TJI JST. (SEE PLAN) 2X STUDS Q 16 ° O.C. 4TN FLOOR: 5/a',� THRU BOLTS v 32° O.C. /�3RD FLOOR: %'(P THRU BOLTS Q Uo" O.C. _2ND FLOOR: 5/8"O THRU BOLTS a 16' O.G. 3/4' GYP -CRETE - I(od ro' O.C. 3/4' T4G PLYWOOD DECK CONT. 431/2X31/2X1/4 - SHOP WELD TO CHANNEL 3112' CONC. B DECK ON CHANNEL_ (SEE PLAN) SHEATHING 4 ATTACHMENT (SEE ARCHT'L) 2X J5T. (SEE PLAN)- 51MPSON LU52(o J5T. HANGER 2 (TYP.) WOOD LINTEL (SEE PLAN 4 SCHEDJ W/ SIMP60N HWU 5.50/9.5 EA. END - NOTCH DBL, f1? lya° MAX. 2X4 STUDS m I&' O.C. (ABOVE 3RD FLOOR) DBL. 2X4 5TUD5 m 1(0' O.C. (BELOW 3RD FLOOR) SECT - (1) BAY (3) 13/4" X II -/a" 1.D5E LSL W/ 5/a"0 HILTI HY150 X 5" MIN. EMBED INTO GROUTED BLOCK fD Iro" O.C. INTERIOR WALL (SEE ION FLOOfP,....�_ ARGHT'L) (2 ) Sia , IP T' BOLTS L, STL. R - WELD TC H65 COL (SEE PL. SL. 2X4 R TYFIGAL CORNER TAIRWELL WALL � G (FLAN VIEW) 1. m " MK'd "WB" ON PL,4N -� SHEATHING 4 ATTACHMENT REFER TO SHEARWALL SCHEDULE ON SHT 51,5 CONT. DBL, 2X4 R. J -STAGGERED SPLICES 4'-0" MIN. -REFER TO 1/54.1 FOR TYP. SPLICE I(od (o' O.C. CONT. 431/2 X31/z X I/4 (SHOP WELD TO BMJ 31/2' CONC. SLAB ON MTL. DECK CHANNEL (SEE PLAN) WF, BM. (SEE PLAN) SHEATHING 4 ATTACHMENT (SEE ARGHT'L) 11 jqq� WWmIllilill U0111111111M.W ELEVATOR/ SHAFT - S" BOND BM. W/ (2) 05 CONT. I:o d Q :a ' O.C. (4) 10d (MIN) W BLKG. PLUS (1) BEAD OF APHE61VE -3/4" GYP -CRETE -3/4' T4G PLYWD. DECK EL. (SEE 5/53.1) IMPSON MIT 3516 EA. JST. 1Fo" DP. TJI J5T. (2) V4"xl&" 1.3E LSL RIM BIRD. W/ HILTI HY150 x "a' MIN. EMBED INTO GROUTED BLOCK 6 24' O.G. (MAX.) 2X STUD WALL (SEE ARGHT'L) low THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUE5TION5 CONCERNING DRAWINGS, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, 5IDDER5 1_I5T5, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2ro43 FAX 407-774-669-1. iiVfiV ,bra ,, AR(HITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 Am (2) ROWS OF 10d tv u 21/2' O.C. STAGGERED INTO (3) 13/4" LSL r- I- ELEVATOR SHAFT .7- � Q N (4) loci (MIN.) w n N BLKG. PLUS (1) _ I BEAD OF ADHESIVE (TYP,) -(1) 10d AT TOP I i EL. (SEE B/53.1) 2X J5T. (SEE PLAN) BOTT, FLANGE 6 LZ EA. J5T. - 511-11-50N LU52(o J5T, -S' DP. BOND BM. HANGER (TYP,) W/ (2) 1*5 CONT. 16' DP. TJI J5T. (TYP.) (2) 11/4'xl6' 1.3E L5L RIM 2x4 BLOCK w/ (2) ad IN BRD. W/ 5/8'P HILTI WEB 4 BLOCK (TYP.) HY150 x 5' MIN. EMBED INTO GROUTED BLOCK =L. (SEE ARGHT'L) TJI BLKG. Q 2'-0" O.C. Q 24' nC_ (MAX_) SECT - (1) BAY (3) 13/4" X II -/a" 1.D5E LSL W/ 5/a"0 HILTI HY150 X 5" MIN. EMBED INTO GROUTED BLOCK fD Iro" O.C. INTERIOR WALL (SEE ION FLOOfP,....�_ ARGHT'L) (2 ) Sia , IP T' BOLTS L, STL. R - WELD TC H65 COL (SEE PL. SL. 2X4 R TYFIGAL CORNER TAIRWELL WALL � G (FLAN VIEW) 1. m " MK'd "WB" ON PL,4N -� SHEATHING 4 ATTACHMENT REFER TO SHEARWALL SCHEDULE ON SHT 51,5 CONT. DBL, 2X4 R. J -STAGGERED SPLICES 4'-0" MIN. -REFER TO 1/54.1 FOR TYP. SPLICE I(od (o' O.C. CONT. 431/2 X31/z X I/4 (SHOP WELD TO BMJ 31/2' CONC. SLAB ON MTL. DECK CHANNEL (SEE PLAN) WF, BM. (SEE PLAN) SHEATHING 4 ATTACHMENT (SEE ARGHT'L) 11 jqq� WWmIllilill U0111111111M.W ELEVATOR/ SHAFT - S" BOND BM. W/ (2) 05 CONT. I:o d Q :a ' O.C. (4) 10d (MIN) W BLKG. PLUS (1) BEAD OF APHE61VE -3/4" GYP -CRETE -3/4' T4G PLYWD. DECK EL. (SEE 5/53.1) IMPSON MIT 3516 EA. JST. 1Fo" DP. TJI J5T. (2) V4"xl&" 1.3E LSL RIM BIRD. W/ HILTI HY150 x "a' MIN. EMBED INTO GROUTED BLOCK 6 24' O.G. (MAX.) 2X STUD WALL (SEE ARGHT'L) low THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUE5TION5 CONCERNING DRAWINGS, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, 5IDDER5 1_I5T5, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2ro43 FAX 407-774-669-1. iiVfiV ,bra ,, AR(HITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 Am PRINTS ISSUED 4/4/07 FOR PERMIT JOB NO. drawn: RDH TOENAIL BLKG. 06045,2 checked RR TO JST. II DP, TJI J5T, -- "PLANS .A�R;�,BN DBL. 2X4 BLKG, GLUED SEI'IIONr 4 NAILED t,) 4'-0" O.C. (MAX.)1Y 0 A x 51MP5ON H2.5A 1w EA. BLKG. S. 0 ME=MBER TO DBL. 2X fE. K:1 EC II II f, L GNATFLOOF� C �` ( '� I 1/2 I� o� E N �1,C_i I hJ �r Ew,:R I N,r C I I O I� TO 5/53,1 C(�►t�SU,LTANTS, INC. 411 N. WEBB ROAD WICHITA, KS. 67206 © copyright 2007 VALUE PLACE 3 1 6 - 6 8 4 - 9 6 0 0 u P-IIIIIII r- I- .7- � Q N n N PRINTS ISSUED 4/4/07 FOR PERMIT JOB NO. drawn: RDH TOENAIL BLKG. 06045,2 checked RR TO JST. II DP, TJI J5T, -- "PLANS .A�R;�,BN DBL. 2X4 BLKG, GLUED SEI'IIONr 4 NAILED t,) 4'-0" O.C. (MAX.)1Y 0 A x 51MP5ON H2.5A 1w EA. BLKG. S. 0 ME=MBER TO DBL. 2X fE. K:1 EC II II f, L GNATFLOOF� C �` ( '� I 1/2 I� o� E N �1,C_i I hJ �r Ew,:R I N,r C I I O I� TO 5/53,1 C(�►t�SU,LTANTS, INC. 411 N. WEBB ROAD WICHITA, KS. 67206 © copyright 2007 VALUE PLACE 3 1 6 - 6 8 4 - 9 6 0 0 IOd 4" O.C. MAX. AT BLOCKING 2X OR I1/4' 13E L5L F3LOCKING EVERY OTHER TRUSS SPACE AND TO FIT TIGHT AGAINST TRUSSES 4 TOE NAILED 5/8' PLYWOOD - _ DECK (TYP.) EL. TRU55 BRG. (1) 61MP60N 5P4 AT EA. DBL. STUD ---i TO DBL. TOP fE. SEE ARCHT'L SHEATHING 4 ATTACHMENT — REFER TO SHEARWALL SCHEDULE 5HT.51.5 SEE 12 ARCI IN — (I) 51MP50N A34 MIN. IrPER BLKG. PANEL (SEE SHEARWALL 5CHED.) PRE -FAB WOOD TRUSS —(U 51MP5ON MT5 12 CONNECTOR Q EA. TRUSS DBL. 2X4 fE - SEE 1/54.1 FOR TYP. ROOF R SPLICE DBL. 2X4 STUDS �SECTION - 0 O 1/2" = II -011 NOTE: ROOF DECKING MUST BE NAILED TO BLOCKING, PLYWOOD DECK 2X4 BRACE W/ SIMPSON LU24 EA. END - (3) 16d 2X6 BRACE to V _O" O.C. (MAX.) SIMPSON GBG EA. BRACE 51MPSON A34 CONNECTOR (SEE SHEAR WALL 5GHED.) (1) 6IMP60N LTP4 EA. BLKG. PANEL (U.N. ON SHEARWALL SCHED.) 10d NAIL5 @ 4" O.G. 2X BLKG. Q EVERY - OTHER JST. SPACE - CUT TO FIT TIGHT 4 TOENAIL DROPPED GABLE - END TRUSS W/ INFILL VERT5. 10 16' O.C. (MAX.) 10d NAILS 6" O.0 FULL LENGTH OF TRUSS TRU55 @ SHEAR WALLS NOTE: TRUSS DESIGNED FOR 5.4 kips HORIZ. FORCE El e TYP. 1 E2 w ALTERNATE -� �—BOUNDARY NAILING (SEE SHEAR WALL SCHEDULE) f15/3x' PLYWOOD (SEE SHEAR WALL SCHED.) SECTION 00 INTERIOR SHEARWALLSII_O° 2X4 J5T5. 19 24" O.C. SIMPSON LU24 ONE END PLYWOOD (TYP.) (1) 5IMP50N LTP4 m EA. BLKG, PANEL (UN. ON SHEARWALL SCHED.) IIDd NAILS fD 4' O.G. CONT. 2X W/ (2) II'od 9 EA. JST. 2X BLKG, m EVERY OTHER JST. SPACE - GUT TO FIT TIGHT 4 TOENAIL DROPPED GABL END TRUSS W/ INF VERT&. Q 16' O.G. (MAX.) SIMP60N GBC EA. BRACE SIMPSON A34 2X4 JSTS, A 24' O,C. &IMPSON LU24 ONE END 2X4 e EA. BRACE PLYWOOD DECK / — (3) 16d BLKG, EA. SIDE OF RIDGE VENT - CUT TO FIT TIGHT 4 TOENAILED PRE -FAB PICsCaY-BACK TRU55 SIMPSON U24 PRE -FAB TRUSSES tv 2 4' O.G. .S 8'-0" O.G. SECTION a ROOD (SEE SHEARWALL TRUSS SCHED.) o. 2X6 BRACE ma SIMPSON GBC _�- TOP DBL. FE DETAIL 1 /a" = 11-0" SIMP50N A34 (SEE SHEARWALL 5CHED.) TRUSS mo , a 2X6 BRACE- 51MP50N GBC ' 16d Q 6O.C. CONT. 2x12 (MAX.) DBL. TOP fE E� ET741L 1�t4jl 1 1/2 1'- 0 NOTE: AT LOC's. WHERE PLUMBING LINES PENETRATE DBL TOP fE 4 WHERE TRUSSES DO NOT FALL DIRECTLY ABOVE 5HEARWALL6. REFER TO SECTIO H/: IOd'w4'G w BLKG. p�,�.�� 2X6 BRAC O.G. SIMPSON BRACE SIMPSON H2.5A AT EA. TRUSS - SLOT DECK FOR ATTACHMENT EL. 136'-6613/4" REFER TO \�_PRE-FAB WOOD TRU55 SECTION A/54.1 5ECTION e 00f= tf. II C-il YI11�1�1f-, /TVL-i � SIMPSON H2.5A IV EA. PIGGY BACK TRU55 (TYP.) CONT. 2X6 W/ (2) Ihd iD EA. TRU55 (TYP.) 2X4 J5T, m 24' O.C. w/ (2) 16d EA. END -- (1) SIMP50N $P4 AT EA, STUD TO DBL. TOP fE 5.ECTION NOTE:/a" = 1'-O" WOOD ROOF TRU55E5 SHALL SPAN FROM EXTERIOR WALL TO INTERIOR WALL. (MAXIMUM TRU55 LENGTH = 28'-6o') REFER TO SECTION B/54.1 DROPPED GABLE END TRUSS W/ INFILL VERT5 Q 16" O.G. (MAX.) BOUNDARY NAILING (2) I(od EA. VERT. 4 J WEB MEMBER I PREFER TO SECTION E/54,1 � 00 NOTE: COORDINATE PLUMBING VENT LOCATION. DO NOT CUT TRUSS BOTT, CHORD. SIMPSON H2.5A AT EA. TRU55 - SLOT DECK FOR ATTACHMENT 2X BLKG. EVERY OTHER TRU55 SPACE -CUT TO FIT TIGHT 4 TOENAILED SOD BY TRUSS SUPPLIER SSECTION o9i) fROOF -ON PRE -FAB TRUSS EL. 131'-101/4' TRUSS BRG. EL. 136'-63ia II (1) SIMPSON MTS 12 CONNECTOR A EA, TRU55 BRG. (TYP.) BLKG. EA. SIDE OF RIDGE VENT - CUT TO FIT TIGHT 4 TOENAILED PRE -FAB PIGGY -BACK TRUSS CONT. 2X - FIT TIGHT TO 2X6 STRUT EA. SIDE 4 TOENAIL (2) 2x6 STRUT w/ (12) 16d EA. END (ONE EA. SIDE) (4 LOCATIONS BETWEEN 5HEARWALLS - SEE PLAN) PRE -FAB WOOD ROOF TRUSS T17 MASONRY LINTEL REFER TO PLAN 4 SCHED. 4'-0' MIN, DBL. 2X SPLICE /_TOP fE 2X FRAMING SPL ICE SIMPSON L5TA24 ON —V EXTERIOR FACE CENTERED AT SPLICE 701 SPLICE TYP. AT ALL EXTERIOR WALLS UNLESS NOTED SIMP50N STC ALT. TRUSSES 4'-0" MAX. O 17— -._ PRE -FAB TRUSS OR 2X4 0 45' O.C. PiPT11JFFN TR115,SFS N -LOAD ;G. WALL 10- al Zzleffial NON-BRG. WALL. 2 16" DP. BOND BM. W/ (2) 05 CONT. TOP 4 BOTT. - CUT TO SLOPE (S' MIN. DEPTH) STEP BOND BEAMS 4 LAP 4'-0' MIN. (3) ROWS OF IOd 10 2Ya' O.C. STAGGERED (3) 2XIO's W/ 5/a'm x 1'-2' GALV, A. BOLTS m 8" O.C. - EMBED 1' MIN. (COUNTERSINK NUT IN TOP 2X) 2 12'-0" MIN. CLEAR ABOVE Li 4th FLOOR (VERIFY W/ ELEVATOR SUPPLIER) I WD. BM. (SEE PLAN) CTION f 0 0 (2) 51MP50N - MT512 TIES EA. END (TYP.) T'�IDETAIL �._ PLAN VIEW CONN. 1/a"= I' -rte" EN<C"t'I,N EE RI N_G CU.NSU,LTAN'TSP INC. 411 N. WEBB ROAD WICHITA, K s 67206 © copyright 2001 VALUE PLACE_ 3 1 6- 6 8 4 - 9 6 0 0 SOLID 2X BLKG. (MATCH DEPTH OF TRUSS BOTT. CHORD) 44X31 X% (LLV) W/ (3) 3/4',� THRU BOLTS EA. E ANo ,1 PL THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, BIDDERS LISTS, DID DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2643 FAX 4071-114-6613 1. PRINTS ISSUED 4/4/01 FOR PERMIT JOB NO. A C drawn: RDH 06045.2 checked; RR ZOS TI�NyING i ca o �•, z j PRINTS ISSUED 4/4/01 FOR PERMIT JOB NO. A C drawn: RDH 06045.2 checked; RR ZOS TI�NyING BLKG, EA. SIDE OF RIDGE VENT - CUT (MAX.) SIMPSON HOLDOWN DBL, 2XIO TREATED fE W/ !/a"( HILTI HY150 ANCHORS X 5' TO FIT TIGHT 4 TRUSS W/ (3) I%d MIN. EMBED INTO BOND BM. TOENAILED LVL JETS. 10 12' O.C. SIMPSON HDUS-5D52.5 24' O.C. (MAX.) PRE -FAB PIGGY -BACK (MAX.) (SEE PLAN) w/ 5/s" PLYWD. DECK SIMP60N L6SU28 a 2X JSTS, SIMPSON U26-2 a DBL. 2X JSTS, (W/ SLOPED SEAT) TRUSS (TYP.) (1) SIMPSON END REFER TO CONNECTOR 2X JSTS. (SEE PLAN) SECT, A/53.1 (I) SIMPSON A34 2X STUDS WD. BM. (SEE PLAN) -, BELOW SIMPSON H2.5A CONN. 5TER TRUSS �N. TO ROOF) 0 EA, PIGGY -BACK 16" O.C. (MA, PSON HDUS-5D525 IOd m 4" O.C. w BLKG.---\ TRUSS 5R6. (TYP.) GONNECTOF %a'O BOLT (TYP, EA. 2X BLKG. EVERY )OR) - EL, (SEE 5/53.1) OTHER TRUSS SPACE ° W DF. BOND BM. W/ (2 ) AND TO FIT TIGHT AGAINST TRUSSES SIMPSON LTP4 05 CONT, -m TOP 4 AT AND TOENAILED ' TRUSS TO TRUSS 4'-0" O.G. (MAX.) - p 6x6 (W=554") NAILED OVER ��----CENTER DBL. STUD FOR ALIGNMENT VERTICALLY - TYP. WOOD RIME30ARD COL. BELOW BEAM CONT, 2x6 w/ POST BRG, LOCATION (2) trod W EA. -- TRUSS Idyl, /a" - 1-011 WD. 5M, (SEE PLAN) z N 8" DP, BOND BM. W/ (2) 05 4 CONT. Q TOP 4 AT 4'-0' O.C. 2X4 STUDS (MAX.) VERTICALLY - TYP, , — CONT, 2X4 W/ (2) I � Irod lw EA, STUD 12'-0" MIN. CLEAR ABOVE 4TH FLOOR (VERIFY W/ ELEVATOR REFER TO SUPPLIER) SECTION C/S4.1 5IMP50N ' HCaLBA EA. END (W 3%') SIMPSON LU24--/ + 16d Q 8" O_C_ (1)#6VERT QI MAX. 4 (1) AT F CORNER (1) 06 VERT, Q CORNERS 4 J� (2) "6 VERTS. ELEVAT0fP,-,,. SHAFT f NF, FL AN -0. NOTES: I, PROVIDE JOINT REINFORCING 0 16" O.G. (MAX.) 2, 8" DP, BOND BEAMS W/ (2) "5 CONT. Q 4'-0' O,G. (MAX.) - VERTICALLY (TYP.) SECTION ROOF F I I (U Oro VERT V 16' MAX. 4 (1) AT EA, I CORNER I I I I I I (1) 06 VERT. Q CORNERS 4 JAME35 L ADD (1) "6 VERT. IN — (5) 50LID GROUTED CORES ADJACENT LADDER RECESS GABLE END—, TRUSS w/ INFILL VERTS e 16" D.C. (MAX.) WOOF-) BM. (SEE PLAN) DBL. 2X10 TREATED fE W/ S/8"41 HILTI HY150 ANCHORS X 5" MIN. EMBED INTO BOND 5M, Q 24' O.G. (MAX.) 2X8 TREATED R W/ 5/a"(P X II" GALV, A. BOLTS 1W 12" O.C. - EMBED, I" MIN. 011 2 Fllllffi_jL�__jll0mLmjLmW_jjll lir�,r.�,��u,��L4JL!a (2) Oro VERTS, I I I } I I J GABLE END TRUSS w/ INFILL VERTS m 16' O.G. 5/a" PLYWD, DECK (MAX.) SIMPSON HOLDOWN (TYP.) TRUSS W/ (3) I%d N� PRE FAB WOOD LVL JETS. 10 12' O.C. SIMPSON HDUS-5D52.5 v � o ROOF TRUSSES (MAX.) (SEE PLAN) w/ 5/s" PLYWD. DECK 6IMP50N LBVI.81/9.5 EA, (TYP.) (1) SIMPSON END REFER TO CONNECTOR STUD TO TOF SECT, A/53.1 (I) SIMPSON A34 2X STUDS -, BELOW MIN. PER BLKGs, 5TER TRUSS �N. TO ROOF) PANEL 16" O.C. (MA, PSON HDUS-5D525 IOd m 4" O.C. w BLKG.---\ 4 BOTT. OF fR, W/ GONNECTOF %a'O BOLT (TYP, EA. 2X BLKG. EVERY )OR) - EL, (SEE 5/53.1) OTHER TRUSS SPACE ° AND TO FIT TIGHT AGAINST TRUSSES - SIMPSON AND TOENAILED n GGQ665D82.5 SIMPSON THAI -2 (MAX.) p 6x6 (W=554") NAILED OVER ��----CENTER DBL. STUD HANGER BY WOOD RIME30ARD COL. BELOW BEAM TRUSS SUPPLIER POST BRG, LOCATION WOOD (SEE PLALA N) Idyl, /a" - 1-011 2X TOP PRE -FAB WOOD ROOF TRUSS (1) SIMPSON CONNECTOR STUD TO TOP ELEVATOR SHAFT PLAN NOTE: FIELD VERIFY LADDER RECESS LOCATION 2X STUD5 Q IC " O.C. CMA; (1) SIMPSON CONNECTOF STUD TO LEI 2X& LEDGEF (3) 16d 0 E/ PLAN MASTER TRUSS SIMPSON HOLDOWN 2X4 BRACE tv EA. TRUSS W/ (3) I%d N� EA, END SIMPSON HDUS-5D52.5 v � o TOP 4 BOTT. OF fR, W/ 2X TOP (1) 5/5'0 BOLT ITER TRUSS (1) SIMPSON CONNECTOR STUD TO TOF 4T EAVE. 2X STUDS -, BELOW 5TER TRUSS �N. TO ROOF) 2X STUDS im 16" O.C. (MA, PSON HDUS-5D525 (1) SIMPSON 4 BOTT. OF fR, W/ GONNECTOF %a'O BOLT (TYP, EA. STUD TO LEI )OR) EL, (SEE 5/53.1) 2Xro LEDGEf FRONT OF BLDG. –STUD COL. AT WINDOW 4 DOOR HEADERS ADD 3/4' O.S.B. SHIM 4 2X FBLKG. CUT TO FIT TIGHT BETWEEN STUD COLUMNS - FULL WIDTH OF STUD CC (2) 12d TOP 4 E TJI JST. 5EYON 344 4 REFER TO SEC A/83.1 —STUD COL, AT WINDOW 4 DOOR HEADERS DETAIL 1/2" = 1'-011 (3) 16d a E/ - ENDS OF BLDG. E TAIL 1/2" = 1'-0".� 1/2' = 1'-0' (1) 12d 4 BOT RIP fflol �)F BLDG. WOOD BM, (SEE PLAN) W/ (U SIMP60N 1_6TA36 EA, END EL. (SEE ARCH EL. (SEE 5/53.1) a NO Pj 9 a D 1/2' = I' -O' a 3/4' O.S.B. 4 2X BLKG. TO FIT TIGHT BETWEEN D GOLUMN5 - EA. SIDE u - FULL WIDTH OF D COLUMN, PRE -FAB WOOD ROOF TRUSSES R TO THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, BIDDERS LISTS, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE:, JOEL PALMER 941-920-2( 43 FAX 407-7-14-669-1. f, sic a �t ,��� � � � } �,v�1��kw"�' �l.f. � , i a� du�y:�,��.✓�hda t.n,."•ry. r, ....,r'9. a..w+. �,�C.1,:i.c„°� �a. ..,?.ra;_ 4..rr.1 a 12d m 16' O.C. STAGGERED EA. SIDE 12d @ 16" O.G. STAGGERED EA. SIDE 4 EA, PLY 11/2, 11/2° (2) 2X STUDS (3) 2X STUDS (MAY BE USED IN LIEU OF (1) 3X STUD) 5ulLT-Uf=2X COLUMNS/STUDS W Y N� W v � o �:)N 1'� � PRINTS ISSUED 4/4/07 FOR PERMIT JOB NO. drawn: RDH 01045.2 checked RR II t r v.f � • 1 AMING S ENGI;NEERIN,.G �,e4� ard�1 ! „b t ir.. 1 C5,,. , r r1�:.1� a ,S ,!q,, J;LTANTS, I TC. �:, 411 N. WEBB ROAD WICHITA, KS. 67206 ©copyright 2007 VALUE PLACE 2X6 STUDS Q 16' D.C. I(od a" O.G. CONT, 2X12 W/ (2) 16d m EA. JST, PLYWOOD DECK SIMPSON L5TA3sa WOOD J5T. (SEE PLAN) (STUD TO STUD) -CENTER ON RIM50ARD 51MP5ON H3 EA. J5T. DBL. 2Xro STUDS ID Iro' O.C. SECTION FLOOR DBL. 2X6 STUDS 10 16" O.C. 5/8" PLYWOOD DE CONT. 4X6 BOTT. e. W/ 5/8'0 THRU BOLTS m 32' OC. W/ WASHERS EA. END 51MP50N 1-18 tv EA. STUD L. 2X6 BLKG. 2' O.G. W/ P5ON Wro-2 EA. PRE -FAB WOOD ROOF TRU55E5 SECTION REFER TO SECTION 5/54.1 DROPPED GABLE END MASTER TRU55 W/ INFILL VERT5 16' O.C. w. REFER TO SECTION A/54.1 I/2 • = 11-0. PRE -FAD WOOD HANGER ROOF TRU55 BY TRU55 SUPPLIER (SEE PLAN) SECTION GOOF NOTE: ROOF DECKING MUST BE 1/z" - I -0" NAILED TO BLOCKING CONT. 2X12 W/ (2) 16d to EA. BLKG. SIMPSON LSTA30 --- (STUD TO STUD) -CENTER ON RIMBOARD SECTION DBL. 2X6 STUDS — '� 16" O.G. 15/32' PLYWOOD W ad 0 4' O.C. AT PANEL EDGE& 11/4" 1.3E LSL BLKG. - m EA. TRU55 SPACE SIMPSON L6TA30 (STUD TO STUD) -CENTE=R ON BLKG, SHEATHING 4 ATTACHMENT REFER TO SHEARWALL SCHEDULE - SHT. 51.5 (T�&E 2X6 5TUD5 m 16" O.C. l6 d a' O.G. 10d 4" O.C. Q EA. BLKG. 2X12 BLKG. Q 24" D.C. TOENAILED EA, END \ZWOOD JST. (SEE PLAN) 51MP50N H3 � EA. JST. CONT. DBL. 2X4 fE. (SEE I/S4.1 FOR SPLICE) DBL. 2X(o 5TUD5 Q 16' O.G. f=LOCf;R- 1/2 1 1 -oil CONT. 4X W/ / 3/8"0 X 7" LAG BOLTS v 16" O.C. SEE 12 ARC' PRE -FAB WOOD TRUSS REFER TO SECTION A/54.1 DBL. 2X4 5TUD& e fro" O.C. CTION F.,.,OOF- 15/32' PLYWOOD W/ 15/32" PLYWOOD W/ ad 4" O.G. ad Q 4' O.C. SIMPSON MSTC40 STRAP 6X6 POST - CENTERED ON RIMBOARD FLAN 51MP50N M5TC40 STRAP - CENTERED ON RIMBOAf X6 POST E)ETAIL FLOOR 1'-0 2X BLKG. EVERY - OTHER JST. SPACE CUT TO FIT TIGHT 4 TOENAILED CONT. 2X12 W/ (2) 16d fl EA. J5T. CONT. DBL. 2X4 TOP FE. (SEE 1/54.1 FOR TYP. SPLICE) 15/32' PLYWOOD W/ — ad 4' O.G. 51MP50N H8 m EA. BRACE 2X6 BLKG. CUT - TO FIT TIGHT 4 TOENAILED ad Q 4' O.G.---' CONT 2Xa W/ — (2) 16d Q EA. 5TUD DBL, 2X6 STUDS IC " O.G. (1) SIMPSON Ha - 0 EA. DBL. STUD DBL. 2X4 fE. - SEE 1/54.1 FOR TYP, ROOF SPILCE 15/32' PLYWOC ad fD 4" O.0 6X(o POST SECTION 10d 0 4" O.C. BLKG, (1) SIMPSON A34 V EA. E5LKG. PANEL r%" PLYWOOD DECK WOOD J5T. (SEE PLAN) SIMPSON MT516 EA, J5T TO STUD 2X6 5TUD5 'D 16' O.C. F�OOF. BOUNDARY NAILING 10d Q 4" O.G. INTO BRACE / 2X4 BRACE �w 4'-0" O.C. W/ SIMPSON LU24 EA. END 1(od 4" O.C. I i� `----2X6 BRACES 4'-0' O.C. MAX. (TYP.) II I 51MP50N GBG 11�L EA. BRACE DBL. 2X4 5TUD6 16' O.G. SECTION lil@ fROOF )5T PLYWOOD W/ PLAN- 8d w 4" O.G. SIMPSON HDU0-5D52.5 W/ (U "/8"4) ALL THREAD TOP 4 BOTT, D COL. ETAIL LOW ROOD 2X BLKG. EVERY - OTHER JST. SPACE CUT TO FIT TIGHT 4 TOENAILED CONT. 2X12 W/ (2) I(od fi) EA. J5T. CONT, DBL. 2X4 TOP fR, (SEE 1/54.1 FOR TYP. SPLICE) 15/32" PLYWOOD W/ — ad 4' O.C. �- C3I 16d /--2X4 tv EA. BRACE 51MP50N U24 PRE -FAB TRUSSES 24" O.C. SECTION IS/32' PLYWOOD W/ ad 15) 4' O.G. CONT. TAPERD 4 W/ %"( THRU BOI 16' O.C. W/ WASHE (3) 2X6 BLKG. W/ SIMPSON U2� EA. END - EA. SPACE 1g/32" PLYWC adm4'0. 6IMP50N HDUa-5D52.5 W/ (U 5%'0 ALL THREAD TOP 4 BOTT. 10d o 4" O.C. s) BLKG, (1) SIMPSON A34 EA. BLKG. PANEL 2X12 J5T. 1W 16' O.G. Ne" PLYWOOD DECK WOOD J5T. (SEE PLAN) SIMPSON LU210 1W EA. JST. 51MPSON LTSIro EA. J5T TO STUD 2X(o 5TUD5 m 16" O.C. FROOF 1/ '=1'-O' z NAIL L 1/2' = 11-0. &Xro POST mmo L I h NOTEN THE /_Rc',HITECT5 ,.AND - ENC; IINEEi?';� UJILL P k:JT E -31E I i�(VOI.VCD WITS -I 31PF_ NIG AND NEGOTIATION. PLEA3r D(PEGT ALL r,UE. 3T ION5 DIFZAUJING5, SC�i:c Ir-lrv;�^Tfr>id5, <CLAIRIFICATION5, L 15T7, BID DUE DA'1"f", ETC, TG' THE Oi_'JNEIRR" CONSTRUCTION "r-�EPe•',E=SENTATI\/E: JOEL P,!�LI"1Er'>: g.�.I..��20•.2r•�', r AX ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 61202 ph 316.262.4100 fx 316.262.0002 p: 1/2 , V- 0' 6X6 POST MP5ON HDU0-5D&2.5 (1) _/a"O ALL THREAD DP 4 BOTT. REFER TO PRINTS ISSUED SECTION H/54.3 4/4/01 FOR PERMIT PRE-FA5 WOOD ROOF TRUSS 6X P05T (F. CUT 7800 Ib. (UP/DOWN 10 A5 NECESSARY TO roX POST TO TRUSS) FIT TIGHT) W/ THRU BOLTS TO TRU55 _ JOB NO. drawn: RDH VERTICAL 12" O.C. 06045.2 checke& RR � IL LOW � T j� I L LO.W. /' ROOF FRAMING SECTIONSmm [DETA .� 1'2111 yF "AF NOTE: POST LOAD 15 UNFACTORED ' gym A "ON , I 6 off J � a � ! �M i � �,Ft§f'7�eY✓' � r' 0 E 411 N. WE ROA w 1 c H f T n, K s. 6 7 2 0 6 ©copyright 2001 YALUE PLACE r= _D t'V � rn � 1` to I 1/2 , V- 0' 6X6 POST MP5ON HDU0-5D&2.5 (1) _/a"O ALL THREAD DP 4 BOTT. REFER TO PRINTS ISSUED SECTION H/54.3 4/4/01 FOR PERMIT PRE-FA5 WOOD ROOF TRUSS 6X P05T (F. CUT 7800 Ib. (UP/DOWN 10 A5 NECESSARY TO roX POST TO TRUSS) FIT TIGHT) W/ THRU BOLTS TO TRU55 _ JOB NO. drawn: RDH VERTICAL 12" O.C. 06045.2 checke& RR � IL LOW � T j� I L LO.W. /' ROOF FRAMING SECTIONSmm [DETA .� 1'2111 yF "AF NOTE: POST LOAD 15 UNFACTORED ' gym A "ON , I 6 off J � a � ! �M i � �,Ft§f'7�eY✓' � r' 0 E 411 N. WE ROA w 1 c H f T n, K s. 6 7 2 0 6 ©copyright 2001 YALUE PLACE r, CD Sia' PLYWD. (TYf .) SIMPSON A34 CONN. (PER SHEAR WALL SCHEDULE) 2X BLKG. EVERY OTHER TRU56 SPACE 10d v 4" O.C. TOP OF f2 F II III III II II III III II III III III III III III III III 2X BRG. STUDS (SEE III I I ( III III 6CHED. AND STRUCTURAL III III III II GENERAL NOTE 042) III III III III III III III III III III III I_ _ 11 L _ _ 111 _ _111 4TH FLOOR II II ---------I-I DBL. P Ill— —711—==mT=1 I III III I II III III II III III III III III III III III 111 III III III III 111 111 111 III III III III III III III I I II_r-LI L__111—_1 3RD FLOOR II -----_---II II II —_—_—_—_ -I -I- DBL. fE �I— -[I'I- — TTIT ITI- —I I III III III l II III III III II III III SHEATHING AND III I l I III III IIIATTACHMENT PER III III III III III SHEAR WALL SCHEDULE III 111 III III III III III 111 111 111 III III 111 III I FI I— _AIL —1L1_ _Ill _IL 2ND FLOOR II II DBL. fE i— -ri-r- — Tri— —ITr [VT II III 111 111 I 111 III I (2) 2X STUDS FULL III III I I F1 SIMPSON STRAP TIES HEIGHT (MIN. AT 111 III I I 1 ill 11 IOR HOLDOWNS EA. END END OF EXTERIOR III III III I I 1 III OF SHEAR WALL (PER WALL OPENINGS I III III III III SHEAR WALL SCHED.) III III III III III - CENTERED ON JST. SPACE (SEE 6/55.1 4 SILL fE BOLTING PER 111 III III III III 7/55.1) SHEAR WALL SCHEDULE I I III III I I ( III SILL FE (REFER TO (SEE SHEAR WALL 5CHED, I I III III III III SHEARWALL SCHED. FOR FOR DBL. SILL fE III III III I DBL. SILL fE LOCATIONS) LOCATIONS) �iL� ul� _111 L L L SIMPSON HOLDOWN EA. END OF SHEAR WALL (A$ NOTED SHEAR PANEL LENGTH ON SHEARWALL SCHEDULE) - -SEE PLAN FOR LOCATION) SEE DTL'5. 1/52,1 AND 2/52.1 (]::)ELEVATION 1@ UJ A L L NOTE: N.T.5. 1. REFER TO ELEVATIONS 2/55.1 4 3/55.1 FOR TYPICAL WALL FRAMING CONNECTORS (NOT SHOWN FOR CLARITY). DBL. KING STUDS REQ' AT LINTELS GREATER THAN 2'-0' WIDE (1) SIMPSON 51`4 -EA. DBL STUD OR SINGLE STUD TO DBL. TOP fF (1) SIMPSON MT512 1v EA. TRU55 TO DBL. TOP fE (1) SIMP60N L5TA12 EA. STUD OR DBL. STUD TO HEADER `1PSON ACE4 MAX. - EA, DE, 4 EA. END OF HEADER DBL. KING STUDS REO'D AT LINTEL,' GREATER THAN 2' WIDE FOR MINIMUM NUMBER) ETAIL F -,OO LINTEL REFER TO 4/51 DETAIL a) RDC LINTEL (TYP. 2X BRG. 6TUD� 5CHED. 4 5TRU GENERAL NOTE REFER TO DTL FOR BLKG. IN, SPACE AT COL LOCATIONS REFER TO 5/5! DETAIL �w FLO, LINTEL (TYP. WALL 'A" - DBL. 2X4 STUDS �w (ABOVE BIRD FLOOR) WALL 'Al' - 2X4 STUDS I(o' C (ABOVE 3RD FLOOR) WALL 'A° - DBL. 2X4 5TUD5 (BELOW 3RD FLOOR) WALL 'Al' - DBL. 2X4 STUDS (BELOW 3RD FLOOR) HEADER (PER PLAN) TYP. (1) SIMPSON MTS12 AT EA. TRU55 TO DBL. TOP PLATE (1) 51MP50N 5P4 - EA, DBL, STUD OR SINGLE STUD TO TOP fE (2) 2X STUDS FULL - HEIGHT (MIN.) AT END OF EXTERIOR WALL OPENING$ ROOF EL ARD V LSTA12 - EA, TTOP BL, STUD TO REFER TO 4/85.1 FOR DETAIL 'a) ROOF OF fE tv C J ti END OF HEADER 2X BRG. STUDS (5EE �Q t-4� STA12 STUD 5CHED, 4 STRUCTURAL (OR GENERAL NOTE 042) N 5TC28 STUD DBL. 2X 5TUD5 (I) 51MP60N O.C. REFER TO DTL. 2/54.2 �.I FOR --ROOF 'F °; SPACE AT COLUMN LOCATIONS , STUD OR D L INT 61MPSON A (SEE SIDE 4 EA. �TURAL SIMPSON L "42) TO RIMBO SIMPSON M TO STUD) 2/54.2 4TH FLOOR 15T, UMN I I I I I i : i DBL. R J.`�-- SIMPSON M: STUD TO STI �.I FOR SPANNING F �R lro" O.C. S(MPSON L° STUD TO R11 3RD FLOOR la' 16" C I I I I I I I I I DBL. fR �— SIMPSON Mf STUD TO STi SPANNINGx F 51MP5ON L: RIMBOARD 2ND FLOOR IT !u (2) 2X STUDS FULL - HEIGHT (MIN.) AT END OF EXTERIOR WALL OPENING$ ROOF EL ARD V LSTA12 - EA, ff BL, STUD TO REFER TO 4/85.1 FOR DETAIL 'a) ROOF CE4 MAX. - EA. LINTEL (TYP. C J ti END OF HEADER 2X BRG. STUDS (5EE �Q t-4� STA12 STUD 5CHED, 4 STRUCTURAL (OR GENERAL NOTE 042) N 5TC28 STUD DBL. 2X 5TUD5 O.C. REFER TO DTL. 2/54.2 FOR BLKG. IN J5T. I °; SPACE AT COLUMN LOCATIONS , -TC25 - aD IMBOARD REFER TO 5/55.1 FOR DETAIL Q FLOOR LINTEL (TYP. ,TA9 - EA. ABOARD DBL. 2X STUDS ,TC28 - ,ID :INBOARD HEADER (PER PLAN) TYP. ,TA9 STUD TO DBL. 2X STUDS m 12' O.C. ^)IMP50N L5TA9 STUD O RIMBOARD L L L L L SILL P (REFER TO SHEARWALL 5CHED. FOR DBL. SILL FE LOCATIONS) W74LL ELEVATIONI "A" a "Al" FLOOR TRU55 5EAR�NG WALL N.T.S. NOTE: I. REFER TO ELEVATION 1/55.1 FOR SHEARWALL HOLDOWN INFORMATION (NOT SHOWN FOR CLARITY). SIMPSON M5TC28 STUD TO STUD SPANNING RIMBOARD 51MP50N STRAP TIE STUD TO RIMBOARD (SEE 2/55.1 4 3/55.1) (OR 51MP50N M5TC28 STUD TO STUD) 6IMP6ON ACE4 MAX.- EA, 51PE 4 EA, END OF HEADER 4 5CHED. FOR MINIMUM NUMBER) ETAIL FLOOF.. LINTEL (2) 2X STUD5 Fl, HEIGHT (MIN.) A END OF EXTERI WALL OPENING: DBL. 2X STUDS 12' O.C. BIMP50N STRAP TIE- �:ENTERED ON RIM50ARD - SEE PLAN 4 5CHED. STUD COLUMN (SEE 2/55.1 4 3/55,1) FO A i r. Al I , OR, �V_00 1/2. 1, 0. Sul GABLE END TRUSS W/ INFILL VERTS, ,w 16" O.G. (MAX. (1) SIMP50N MT512 AT EA. TRUSS VERT. TO DBL, TOP PLATE (1) SIMPSON 6P4 - EA. DBL. STUD TO TOP PLATE TOP OF fE tv ROOF (1) SIMPSON L5TA12 - EA, DBL. STUD TO ROOF LINTEL 51MP50N ACE4 MAX. - EA. SIDE 4 EA. END OF HEADER 51MP50N L5TA12 STUD TO RIMBOARD (OR 5IMP50N M5TC20 STUD TO STUD) 4TH FLOOR I •I DBL. fR 11-I-q-51MIMSON M5TC28 - _ STUD TO STUD SPANNING RIMBOARD 5IMP50N 1_5TA9 - EA. STUD TO RIMBOARD 3RD FLOOR DBL. R 6IMP60N M6TC28 - STUD TO STUD SPANNING RIMBOARD SIMPSON LSTA9 - EA. STUD TO RIMBOARD r-- 2ND FLOOR iIMP50N LSTA9 STUD 'O RIM50ARD L L L L L WALL ELEVATION "B•• SILL ff? (REFER TO SHEARWALL 5CHED. FOR DBL. SILL fR LOCATIONS) ENDWALL N,T,5. NOTE: I. REFER TO ELEVATION 1/55.1 FOR SHEARWALL HOLDOWN INFORMATION (NOT SHOWN FOR CLARITY), WOOD P05T (5EE PLAN) WOOD POST (SEE PLAN) IMPSON OLDOWN OF 4 BOTT. 3EE PLAN) rim THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, BIDDERS LI5T5, BID DUE DATE, ETC, TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2643 FAX 40 14-(,(.91. r , }�' I �C,ya veil „t ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 61102 ph 316.262.4700 fx 316.262.0001 PRINTS ISSUED 4/4/07 FOR PERMIT JOB No. drawn: RDH 06045.2 checked: RR PLAN � L�ELEVATIONS STI D 1 6 , S` N" it -0 RD E N G yl N uR I N,..G CONSULTANTS, INC. 411 N. WEBB ROAD WICHITA, KS. 67206 © copyright 2007 VALUE PLACE V C J ti W �Q t-4� N PRINTS ISSUED 4/4/07 FOR PERMIT JOB No. drawn: RDH 06045.2 checked: RR PLAN � L�ELEVATIONS STI D 1 6 , S` N" it -0 RD E N G yl N uR I N,..G CONSULTANTS, INC. 411 N. WEBB ROAD WICHITA, KS. 67206 © copyright 2007 VALUE PLACE y 13/4-, 13'-6' _ 13' -Io' I '-9 5/ 9'-8 3/0' ' � A 5TAIR5 232 STUD 10 a30 C J t U PIA nun 3 4 5 6 7 8 9 1 Q EFER TO 5HEEy y 13 M-1 FOR HWH 229'-9 I/2' ``� VENTING-,: DETAIL 6' 13'-6' 13'-6' U 13'-�a" 13'-6" 13'-6'_401 13'-ro' 14'-81/2" 15'11 1/2" 1®'I-2" 16' 1®' S'-1" 5'-I' A A A AI A I• e 5'-1' 17FI -EL[ STUDIO I STUDIO STUDIO - - - STUDIO STUDIO STUDIO _1 - : __ C I : - DOUBLE DOUBLE DOUBLE 'I DOUR! -E �'=` 1�OUB!_E .E :1 DOUBT ELUI ' _ - _ _ _ ' STUDIO STUDIO � � STUDIO 10 � � —r' , � -1 STUDIO � 222 � � rt (- � 22D � 218 � � 214 212 � 210 A A , ._ J 22A I D , II D 15-3 ;I _ _ I - _ 208 0 o CEJ C( [ L J D 1 �_ _I�__ D f __1 [_ C o m, EI —all 60 ED FrM-- I I nm . MINIM CooRpINATE 1WALL FRAMING To IN,qURE CLEAR PLUMPING CH,45E. SEE 5HE T A4.1 (TYPICAL ALI PLUMBING WALL$) F.Q.G. _ FJ )0) _ (( STUDIO (%- - 5T=10 (� STUD 10 1- STUDIO A-] ! i 231 C 1_J1 i '� C 229 j ZZ -I C 1 C i r I SECOND FLOOR PLAN H�NaION 1 2 3 4 1 3/4' la I r" �I IE- -- SEE kOTE 14 1 I A STAIRS 132 HI I Il�lll: � �llf"�5TUD �11 .3-0 '° a� SE NOTE 14 - -- - 32 z i X 1 U_ PIA n 1. U 13 -6 13 -6 1 A A 6TUD 10 STUD to 2a 26 C r A III— ... _ .-1 rn A Munn MINIo I CORRIDOR 244 Bir STUDIO - STUD 10 C I ! - AU -3 - DO2BLE ° C� ® V all n. n_—In F E.C. J U'I%��?■■■■■�' J L11, ■■■i■■ii■■nii■ ME.., r• s r• ® ® r• CC ® V _ J STUD I O POUF3LE STUDIO 213 _SLEEPER! I D E I 215 AU -1 �1 AU -3 �10 - 5 -1' 8'-5" 5'-1" l+'4 10' A 5'-I':; Ali `p' 5 (6) 8 I I SEE NOTE 147 13'-6' 13'-6" 13'-6' 13 16'110' 10'-2' I �I O I ® I I STUD II� ( C TUD 10 I . STUD J DOUBLE DOUBLE _ DOUBT C � sT�P10 F_122__1C � _Rli�l _._C �� 11 li�I 1 D °- MINIM _1111�1�■'al'I�J_�!� mo -11 i■III� -r_• r i • i ��i7�1--■ I I ■--I�rr-ice rTrii7 I�-■ 1 - - ■■u■�■�IIIII � � IIIII��1�■�lal■ui■■■IIII■`� ■ aIrlc 4 u 9 10 11 229'-91/2' 4"2� CORRIDOR 244 Mlnlrn L -E- 5TUP IO C C STUDIO DOUBLE 1 211 j El P A m • 14 3IILIIM 15 10, 13'-6' 16 17 18 I ® i 13'-6' 13'-r0' 1 3/4" Em - THE ARCHITEGT5 AND . I ENGINEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION 9'-S 3/8' 3'-9 5/ ' PI -EASE PIREGT ALL 0 QUESTIONS CONCERNING ® A ® 00 ® A6.1 DRAWINGS, SPECIFICATIONS, SUBSTITUTIONS, 1 CLARIFICATIONS, f31Di7ER5 ....� 5TAIR5 LISTS, BIP PUE DATE, ETC. L 200 TO THE OWNERSbluQ10'_ 5 1 UL)10 STUDIO f- STUDIO r, 205 ISI I■■I -. - ., :I hell I■■I ' on ■\t ■■■■ - I - - I I �■■■ilii ;, �� �� I ■--I�riir Mug --■ I� 'lll—���JJJ' ',`�■1■�—'' I /■Y■■ ■■VIII II ■■■��' '1.•�■■1■■■ so 1111no 0 �■■�' ■■■A - ORION■■■■■■■ �■■■■■�I■►�■ - , ■■.! O I■■■■■■ , ■■■■■ I■ ■ a MISS 5L l STUD I O r - STUDIO (� v 5'-I- 0 �r m r I. I ARCHITECT: WESLEY A. DARNELL f CONTACT INFORMATION: ROXANNE ESTES j 105 N. Washington Wichita, Kansas 67202 ph 316.261.4100 fx 316.262.0001 12 13 14 15 16 17 18 I Imo— SEE NOTE 14 � � _ ��" am; Wquj r 1■■■■■■■� N I� INEEN ON • 1 MIN ■■■N ■ .I■■■■ r • NT 7PI� „ "' ■■■■■ 1 r • :. 1 ■ �n�n'il� ■I■■■■■ 1■■■omI■�� ■I■■■■■ ut�z�JLI 71 .r *.w iM1 ■�1 ■■■■ III■ I■■■■■ r. , r— s■■/rl`'] 1■■■■■ °',ir� I NONE MEN sure Nall 1■■■OO ■■■■■I� ■ ;.i�r ■■ �.Ir �: NOON■ NN■ ■[ l' 1■■1:1�_ 1■■�� �■ ���'1 ■■■■�■ �J■■■IMS3SSI .� `` ■■■ ll — Eli 11imp 1■■■■fL r....r.....r_N..� II ��■ II 1■■■■� ■■■■■s uz-acs . ♦ . m MEN • r i� 1 ■■II■1 ■■IUtil■Gci ■■salL� -'■■■I - I - { Chi° ' � I CJ C.� I I --�-.. ❑ j - STUD 10 _. STUp 1O STUDIO (� STUD 10 I STUD 10 I - - - 1 - 1 rr� !! % II -- :=J 133 131 C SIJ ' (J _ C IZ9 127 l C 125 �`! B/A3 3 B/A3 3 [ II - - �- I l t_ -.._.._.._ �. Q Lj I `-" L'--' __ ! (I - StUDIO ��1 i I 1 STUp10l J A-1 I A A A (� ( 1 DOUBL j �: 1 O L ;4[ _J ( �C J AU -3 OSTUDIO ACC t_1 LJ ( ACC 119 L___ / - STUDIO 1, _ D-1 E i D............- 121 — I � — = C J p / ICE AU -2 AU -2 i 13`1 A r7A AU -3 RYE 5 1 5 1 0 5 1 i I IAI IA A- SEE NOTE 14 2' &'-O'\-A -1'-9 1/4" 5 -1 1 40'- L 0' - I1 AFIRST FLOOR PLAN SEE NOTE 14 � ------ �—��—�—�� 1ie " _ �' S TYPICAL SUITE DESIGNATION 000 SU 25'-4 I/2' D.S. TO CONCRETE STUDIO DATA --- ITE No. - - GENERAL 1. PLAN NOTES- ALL EXT. DIMENSIONS ARE FROM FACE OF SLAB TO ACCESSIBLE - �, x _�--PLAN TYPE - REF. BHT. A4.1 HEARING IMPAIRED ACCESS - FACE OF SLAB. INTERIOR DIMENSIONS ARE FROM 1. FACE OF STUD To FACE OF STUD UNLE66 OTHERWISE 9. F.E.C. DENOTES FIRE EXTINGUISHER CABINET LOCATION. 8 I NOTED. SEE PTL. -f/A33 SECOND LEVEL 2. SEE SHEET A8.1 FOR PARTITION TYPES 10. SEE SHEETS ,462 FOR WINDOW TYPES NOTE: 3. SEE SHEET A8.1 FOR FINISH SCHEDULE 4 MATERIAL TYPE 11. STORAGE SHELVING TO BE BY OWNER SEE COVER SHEET FOR FL. 5.0-1.5 - 2 12. 4'-6' X 4'-0' SLIDING WINDOW - TYPE 'A" PRODUCT APPROVAL NUM�3ER5- 4. -SEE SHEET A8.2 FOR DOOR 5GOEDULE 13. >3ATTERY POWERED VISUAL DOOR ANNUNCIATOR TO BE 9-83/8 95/ 5. SEE SHEET A4.1 FOR LASE SCALE GUEST ROOM PLANS OWNER SUPPLIED AND OWNER INSTALLED 6. SUITES AU -3 ARE DESIGNATED FOR HEARING IMPAIRED 14. ALIGN TRENCH DRAIN TO RECEIVE DOWN SPOUTS - VERIFY SHEAR WALL SIZE -I. INTERIOR TRIM - FIRE STOPPING REQUIRED IN SPACES COORDINATE D.S. OPENING AND OUTFALL TO PARKING LOT IN AND LOCATION W/ STRUCT. 121 CREATED BEHIND ARCHITECTURAL TRIM 10'-0 O.C. MAX. FE ILD - 5 E E PTL. 9 A33 - TYPICAL AT ALL LOCATIONS WITH , D.S. TO CONCRETE nlll ■I Ir— ■ FTC1■ ■■Ii nii7� Iri�ii■■■■ "'"GI I ■I ' j1� �... NOON■ r! NOON■1■■�� I 7■�1 ■■■■� r. • I: !1 ■■= I■ir■■t Ill 1■■m■I 1■■■n1I� �ll■■■ 1 I':■■■x+'110 — - It■0■i�l0 ■■lid:■�I ■■ ..... - No son II■--, ri - - �i I-- I ■--I�rr7� �iiit�l--■ �■■mp iom 1111111111 + I LTJ �' �■0 11 _1111 IN II - r[ 110 ■■1 NOON■CII IIS NOON■ =.Ora[ ■.1 NOON■ [II IIS SEEM 11 poll[ 01r■■■� MEN ■■■■■��' I.�MEN milo.■■■■■��■■■■ LIr ( I��Ol.li I S 10910 C X111 `r �. .11l g 1(d�10 `�. STUDIO J STUD IO D r �A A A A I THE NOTE 14 6-1'-6" STUDIO DATA I STUDIO 5/P 3/4 ACG. 5/5 1 TOTAL 1. I I q I 8 I EE NOTE 14 28 SECOND LEVEL 18 A I 2 [A THIRD LEVEL Q I I 11 - 2 31 FOURTH LEVEL 5-I 5-1 5-1 9-83/8 95/ A TOTAL �' A"goi 2 5 121 PERCENTAGES 60gv 35gv 1�0 4gp A6.1 �- C jI STAIRS J TUDIO POUi3LE L _J - ;I nlll ■I Ir— ■ FTC1■ ■■Ii nii7� Iri�ii■■■■ "'"GI I ■I ' j1� �... NOON■ r! NOON■1■■�� I 7■�1 ■■■■� r. • I: !1 ■■= I■ir■■t Ill 1■■m■I 1■■■n1I� �ll■■■ 1 I':■■■x+'110 — - It■0■i�l0 ■■lid:■�I ■■ ..... - No son II■--, ri - - �i I-- I ■--I�rr7� �iiit�l--■ �■■mp iom 1111111111 + I LTJ �' �■0 11 _1111 IN II - r[ 110 ■■1 NOON■CII IIS NOON■ =.Ora[ ■.1 NOON■ [II IIS SEEM 11 poll[ 01r■■■� MEN ■■■■■��' I.�MEN milo.■■■■■��■■■■ LIr ( I��Ol.li I S 10910 C X111 `r �. .11l g 1(d�10 `�. STUDIO J STUD IO D r �A A A A I THE NOTE 14 6-1'-6" J5TUD I O STUDIO (r�� 103, 101 �[l I PRINTS ISSUED �. 4/4/07 FOR PERMIT A L5' -I" 5'-1' 6%72/07 ADDENDUM#I -CITY COMMENTS 1 SEE NOTE 14 II _ ACCESS 115LE 5TUD 105 STUDIO DATA I STUDIO 5/P I ACG. 5T ACG. 5/5 1 TOTAL 215, 211, 315, 311, FIRST LEVEL 18 8 2 - 28 SECOND LEVEL 18 11 - 2 31 THIRD LEVEL 18 11 - 2 31 FOURTH LEVEL 18 12 - 1 31 TOTAL -12 42 2 5 121 PERCENTAGES 60gv 35gv 1�0 4gp 100 0 J5TUD I O STUDIO (r�� 103, 101 �[l I PRINTS ISSUED �. 4/4/07 FOR PERMIT A L5' -I" 5'-1' 6%72/07 ADDENDUM#I -CITY COMMENTS 1 SEE NOTE 14 II _ ACCESS 115LE 5TUD 105 MARC NO. OF DESCRIPTION ROOM NO. UNITS 215, 211, 315, 311, AU -1 5 BATH W/ TUB 41-1 AU -2 2 ROLL -IN SHOWER 121,123 AU -3 12 HEARING IMPAIRED 121 123 125 215 21-1, 2415,1,27 35, JOB NO. drawn: TLE 06045.2 checked: CP © copyright 2007 VALUE PLACE i -- iw■ i - N A- At4-1/ A -L --,On O FOURTH FLOOR PLAN THIR"D FLO(a)"I'S' N.L ON NOTE: VERIFY SHEAR WALL SIZE 1/8 ■ _, 1 c, on SEE COVER SHEET FOR r -L. B.C.IS. PRODUCT APPROVAL NUMBERS. AND LOCATION W/ STRUCT. y .t<..w. g...k .. .v k rz,m .> '` A61F_....,ia��F"`"<�,";,�„✓t�?x.�a.. f;,.e �.]<*,i„q�a`, 'F'f:xe4e dv,� �ir£mh_.:`�'''�''. .,s�'�r; `'eu�;`w�Ly.'".�Li]' +.�ert1. '� ''_..i..s��`:w' �W3•� �, .ss. a:,'Z.r )r�r]i:: ;� � :.�'�,.,...,� y THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, 131DIDER6 LISTS, BID DUE DATE, ETC_ TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-c320-2643 FAX 401-114-roro9i. ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E ESTES 105 N. Washington Wichita, Kansas 61202 ph 316.262.4700 fx 316.262.0002 PRINTS ISSUED 4/4/01 FOR PERMIT JOB NO. drawn: TLE 06045,2 checked: CP THIRD AND FOURTH FLOOR PLANS h. - © copyright 2007 VALUE PLACE DOWN SPOUT GUTTER T VALLEY—) OVER FRAMING, SEE STRUCTURAL DRAWINGS AND 42.1 DOWN SPOUT RIDGE I I DOWN 5POUT-�-, GUTTER ELEVATOR ROOF VENT REF. 3/A1.3 �R F—VALLEY r— — r— RIDGE VENTI REF. 1/A1..3 – L — — J ASPHALT COMPOSITION SHINGLES OVER FRAMING, SEE STRUCTURAL DRAWINGS AND A2.1 VALLEY—) DOWN SPOUT TO GUTTER �II • GUTTER II DOWN SPOUT I I 0 X X i v Z U CT) 0 0 Q 0 y U N — 0 0 o _ 0 E G O. V V CUT ROOF SHEATHING BACK ON EACH SIDE OF Fl --r l--.rr SHIN ROO 2X EX -01 f; VALLEY ro: 12 RIDGE TTER li DOWN 5POUT5 �� GUTTER „ T� VALLEYS ■ NOTEN 1 THE ARCHITECTS AND ENGINEER5 WILL NOT 5E INVOLVED WITH i5IDDINCa AND GUTTER a II NEGOTIATION -r PLEASE DIRECT ALL f-- RIDGE DOWN SPOUT QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SURSTITUTIONS, 6 CLARIFICATIONS, BIDDER$ 1-16T6, 1511D DUE DATE, ETC. TO THE OWNER$ CONSTRUCTION C—VALLFY PALMER 91920-2643 FAX 401-1-14-669-1. RIDGE VENT GUTTEF p FIRM REF I/A13 Q DOWN SPOUT . f 6:12 s CRICKET_..: RIDGE VENT -- REF. I/AI.3 J ASPHALT COMPOSITION 5PIN(:2rLES—/ 7 'I. ASPHALT COMPOSITI SHINGLES —A , , , OVER FRAMING, SEE TRUCTURAL DRAWINGS AND A2.1 I T�:: I I VAl_1_EY—) E—VALLEY I 2 � � 1.12 1.12 � PROVIDE ROOF MOUNTED DIVERSION PAM5 E VALLEY I AT EACH VALLEY- I 1 TYPICAL ALL 4 DORMER GABLESro: 12 OVER FRAMING, OVER FRAMING, 6:12I 5EE STRUCTURAL DRAWINGS AND A2.1 F- 5EE STRUCTURAL. ORAWINCi5 AND A2.1 I 0 + DOWN DOWN SPOUTS NOTE I. ATTIC TO 5E FULLY SPRINLKERED, AS REQUIRED BY NFPA 13 SYSTEMS. 2. ATTIC TO HAVE THROUGHOUT R-30 INSULATION (MIN.) 1 3. ALL SOFFIT MATERIAL TO 5E VENTED 'HARDIPLANK' INCLUDING GAE3LE EVES_ :.,.. � SHINGLE CAP OVER CONTINUOUS VENT ":�)NTINUOUS ROOF .NT SEE SPECS. -OT, REF. TO ROOF PLAN )R LOCATIONS_ -TINGLES, FELT AND SOF SHEATHING PROVIDE FRAMING AS REQ'D- - SEE MANUFACTURES WRITTEN SPECIFICATIONS. — FINISH OVER DRYWALL: FLANGE WITH JOINT COMPOUND PER MANUFACTURES SPECIFICATIONS. RIDGE VENT ®TL. NOTE: ATTIC LOCATED IN F EC -UAL. ATTIC ACCE55 DOOR 15 1 MINIMUM ONE HOUR FIRE RATED ATTR ACCESS PAN " I _ " 11/2 ® 1 0 O = f®ROvI�E LOCK SY f®ANEL MANN. zEFAB. WOOD ROOF :USS FIEF. STRUCT. DOOR FASTENED TO FRAME WITH MIN 3 1/2 SCREWS AT ALL FOUR SIDES. INSTALL PER MANUFACTURES SPECIFICATIONS nRE A55EM5LY ROC 6:12 6:12 —1 RIDGE I — GUTTER GUTTER DOWN SPOUTEl (-- RIDGE 6:12 6:12 ❑ lei Q U NOTE: F REFER t0 MECHANICAL. AND I PLUM5lNG FOR VENT PIPING ,,,,,.,,,,.,.,,„,,,.,,,.m.m.,,,✓.�,�.,..,;,.,jai,�,,,,„,,,n,,,rt„":.,n,euaLB�:v"..::- AINT TO MATCH ROOF AND - TIGHTENED COLLAR -A5HING, SET IN CEMENT AT OOF, CAULK CONTINUOUSLY T PIPE SPHALT COMPOSITION HINGLES ON FELT OVER ROOF HEATH ING O VENT FLASHING ATTIC VENTILATION FORMULA SECTION: ATTIC VENTILATION REQUIRED: -HOTEL 1/300 RULE ATTIC VENTILATION CIBC 1202.2) PITCHED ROOF FOOTPRINT: 15T FLOOR FOOTPRINT = 10,660 50. FT. 10,660 SQ. FT. DIVIDED 5Y 300 SQ. FT. = 35.53 SQ. FT. 35.53 5Q. FT. MULTIPLY 5Y 144 SQ, IN. - 5,111 SQ. IN. PITCHED ROOF AREA TOTAL SQ. IN. VENTILATION REQUIRED = 5,11-1 SQ. IN. ATTIC VENTILATION "ZOVIDED: 450 L.F. TEXTURED PERORATED "HARDIPLANK' SOFFIT WITH CONTINUOUS VENTED SOFFIT PANEL 6.5 SQ. IN. N.F.V.A. PER FOOT ICBG* 4838 - 2952 5Q.IN. TOTAL 5Q. IN. PROVIDED AT LOW POINT- 2,952 SQ. IN. �i 211 LIN. Ft. OF RIDGE VENT (REF. SPEC. IF[CAT ION5) WITH 15.8 50. IN. NP.V.A. PER FOOT IC150” 4838 = 3,333.8 SQ. IN. TOTAL SQ. IN. PROVIDED AT HIGH POINT= 3,333.8 50. IN. PITCHED ROOF TOTAL SQUARE INCHES OF VENTILATION PROVIDED = 6,2855 SQ. IN. :"^iis ,iii y ... y .� . '” .. Y :.. r e .....e „,.;,iY f, i'y"' ', - „" s;e„-,ii v ee ,.4, iii, ” ,� ,•m,,,.,. r 'k /,,,m.,,, ...., ,"„ti of u„,m, u. ” : /,J " i,'/,. ,m.:,,„>� "..:,r.,�wJ, """, .m„a •:,;e .,u..l,�e a ,” , ,,,,,.n.,,iei G"eu.,,i,",v,� ..,,�,�.... ....,..... .. .. BRIDGE J I— UTTER DOWN SPOUT GUTTER 7\\ \ IA I 4 • OWN SPOUT 70 CO*U77ER BELOW \ \\ I I Q ARCHITECT: GUTTER 11 I I WESLEY A. DARNELL CONTACT INFORMATION: GUTTER p PTA9/A33 DRAINS THRU SIDEWALK (TYPICAL ALL LOCATIONS) ROXANNE ESTES I SPOUT 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 ROOF CURB - ROOF CRICKET G.I. SADDLE FLASHING OVER ROOF FELT. ALL JOINTS SOLDERED, MIN. 4' FLANGES UP CURS AND ON ROOF, CLEAT TO ROOF. SHEATHING ON WOOD STUD FRAMING VENT TO PROVIDE MINIMUM OF 432 SQ INCHES OF VENT AREA- CORDINATE WITH MECHANICAL ROOF VENT WITH / %ILT- IN BIRD SCREEN AND GRAVITY CONTROLLED BACK DRAFT DAMPER IN ALWAYS OPEN POSITION - SEE MECH. REQUIRED HOISTWAY VENTING 15 A MINIMUM OF 432 SQUARE INCHES MFcy NET VENTING. COORD INATE ROOF HOOD TO MEET THIS REQUIREMENT G.I. FLASNINCa WITH R1=CEIVER PRINTS ISSUED 4/4/07 FOR PERMIT R 8/12/01 ADDENDUM #I - CITY COMMENTS 2 10/05/07 ADDENDUM #2 - CITY COMMENTS Jog No. drawn: TLE 06045.2 checked: CP ROOF PLAN AND ROOF DETAILS r_ { Q copyright 2007 VALUE PLACE OZ$ o L r� PRINTS ISSUED 4/4/07 FOR PERMIT R 8/12/01 ADDENDUM #I - CITY COMMENTS 2 10/05/07 ADDENDUM #2 - CITY COMMENTS Jog No. drawn: TLE 06045.2 checked: CP ROOF PLAN AND ROOF DETAILS r_ { Q copyright 2007 VALUE PLACE TR 455 BRG EL. 136' — 6-3/4' FOURTH FLOOR OL FLOOR JST. BRC - EL. 121' — 0-1/8' THIRD FLOOR OIL FLOOR JST. BRIG EL. Ill' - i' SECOND FLOOR 06 FLOOR JST. BRG EL. 108' — 1-1/8' EL. 99' - 6' G�■■i■ i ■'■i�■� � -- al/4 'HARDIPLANK' LAP SIDING WITH 11 EXPOSURE Af3OVE TRIM BOARD WEATHER WRAP (TYVEK COMMERCIAL WRAP)— INSULATION. RAP)— INSULATION: SEE DETAIL 2/A8.1 CONT. STRIP FLASHING E3ATH EXHAUST VENT SEALANT ■ ■ ■vs® m Maw Em Em ® Arqh ■ ■%W 1/g' : 1' — 0 GENERAL NOTE I. 'JAMES HARD IE' SIDING PRODUCTS ARE THE PREFERRED EXTERIOR CONCRETE SIDING. SUBSTITUTIONS ONLY WITH OWNERS WRITTEN AUTHORIZATION 2. PROVIDE AN ALTERNATE PRICE/DEDUCT WHERE AN ALTERNATE FOR THE PRE -PAINTED hARDIE SIDING, TRIM AND SOFFIT IS INDICATED 0 © ■ 0111111 —■I ■■■■ SII S EMERGENCY LIGHT FIXTURE ELEVATION MATERIAI-5 O WALLS: 103/4' EXPOSURE 'HARDIPLANK' LAP SIDING: SELECT CEDARMILL TEXTURE: SEE COLOR SCHEDULE - ALTERNATE PROVIDE HARDIPLANK 8' EXPOSURE PRE -PAINTED, COLOR 'WOODSTOCK BROWN' JH30-30. p WALLS: -f' EXPOSURE 'HARDIPLANK' LAP SIDING: SELECT CEDARMILL TEXTURE: SEE COLOR SCHEDULE- ALTERNATE PROVIDE HARDIPLANK 6' EXPOSURE PRE -PAINTED, COLOR 'NAVAJO BEIGE' JH30-10. O 'HARDITRIM': SMOOTH TEXTURE: j X 4': COLOR 'GALCIER WHITE'- ALTERNATE aPROVIDE HARDITRIM J'X4' PRE -PAINTED, COLOR 'ARCTIC WHITE' JH10-20. 'HARDITRIM' FASCIA: SMOOTH TEXTURE: COLOR 'GLACIER WHITE' - ALTERNATE OPROVIDE HARDITRIM FACIA PRE -PAINTED, COLOR 'ARCTIC WHITE' JH10-20. ROOF: COMPOSITION SHINGLES O ALUMINUM GUTTERS AND DOWN SPOUTS Q HOLLOW METAL DOORS PAINTED TO MATCH ADJACENT WALL COLOR -TRIM TO f9E WHITE O GLASS / ALUMINUM DOORS O SEE DETAIL I/A2.1 FOR TRIM AROUND BATHROOM EXHAUST VENT 10 RIDGE VENT: SEE ROOF PLAN A/AI3 d DETAIL i/AI3 it THRU-WALL HVAC UNIT TOP OF TOWER EL. 160'-0' - %Nf x A 'a a I T +w — Ir 1 { f hI ♦ -a- 12 MECH. LOUVERS: SEE MECH, DUGS. FOR SIZE, ALSO REF. STRUCT. DWGS. FOR HEADER SIZE AND LOCATION. PAINT LOUVER AND TRIM TO MATCH ADJACENT SURFACE 13 NYLON DOOR CANOPY COLOR: BLACK 1`1 NOT USED 15 MOLDED PLASTIC SHUTTER INTEGRAL COLOR — COLOR: BLACK 16 30' DIA. PLASTIC IMITATION GABLE VENT, INTEGRAL COLOR: COLOR TO MATCH ADJACENT SURFACE: SEE SPECS 1� ENTRY PORTICO 18 SLIDING: WINDOW TYP.: SEE SPECS 19 j X On WIDE 'HARDITRIM': SMOOTH TEXTURE: COLOR "GLACIER WHITE': SEE DETAIL i/A2.1 (NOTE: DIM. TO BTM. OF TRIM 15 APPROX. - G.G. TO VERIFY IN FIELD TO KEEP FROM CUTTING SIDING AS MUCH AS POSSIBLE) — ALTERN6JE PROVIDE PREPAINTED COLOR 'ARCTIC WHITE' JHIO-20 20 KNOX BOX — VERIFY SIZE, LOCATION, AND TYPE WITH LOCAL FIRE DEPARTMENT ugut : V a, Alti, THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, BIDDERS LISTS, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2643 FAX 40 -1 -1 -I4 -4P69 -I. ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 PRINTS ISSUED 4/4/07 FOR PERMIT JOB NO. 06045.2 EXTERIOR ELEVATIONS : r a drawn: TLE checked: CP Q copyright 2007 VALUE PLACE �o !V �e �1 1 PRINTS ISSUED 4/4/07 FOR PERMIT JOB NO. 06045.2 EXTERIOR ELEVATIONS : r a drawn: TLE checked: CP Q copyright 2007 VALUE PLACE TRU55 BRCz EL. 136' - 6-3/4' 6 FOURTH FLOOR EL. 125' - 6-3/8' FLOOR JST. t3RG EL. 12-l' - 0-1/8' THIRD FLOOR EL. 119' - 0-1/2" FLOOR JST. P3RG EL. 11-1' - -I' SECOND FLOOR EL. 1®9' - 6-5/5' alk FLOOR J5T. t3RG 13 81/4 'HARDIPLANK" LAP SIDING WITH 7' _ TOP OF TOWER r6 EXPOSURE A50VE TRIM a EL. 160'-0" 50ARD 0 - SCREENED VENT _ X 81X10' OPENING---_ - WEATHER WRAP k EHIND _ SIDING THEN COUNTER q FLASHED OVER TOP Or - 10 F10 I ::_:.:.:::::::.___. ___.---.--- _----_ I SIGN 5Y OWNER/VENDOR FI_ASHING5 �- p .-I.11.11.-....................... --... -. _1111.. __._ 1__1.11.._... ELEVATOR VENT THRU --- J -BOX FOR WALL QALY. STEEL FLASHING x ROOF: SEE DETAIL _._..- -.._ 111.1. - ......................... 3/AL3 / _._.-_ _. _-------____-- SIGN. TYPICAL PAINTED __ __..- TH ENDS. 13Y GC p _ _ 1111 ................................ la INSULATION: SEE DETAIL _1,1.1.1_. _W _ 2/A8.1 - 6� .............. ........... .........._.........._1.111.. — .. - .. _. ..__.p ------.-...-1111..-1.1..-. — ......... ..........111 ..................._1-.._ ........ _._... _ � I X a" 'HARDIPLANK" TRIM 50ARD _ _.. .. ._ _.__.___, 1_111_ .. 12 I � -- — —_ - L1CxI L _WAITi-AC .. I�'— - --- --- —� I SEALANT - /4__....._-_._� ..- �.-__.-.._ _. _ _. _ __- - __. - - -- - a - -- - '/e EYP. BOARD m�v cp - XT. SHTNG. (5EE 0 IL 2 _ : m 2 —18 _w- �� 2 _= 5TRUCT) X ._... .__.__._ 1__11.1 _ ._..... a _ -..__ .w-__ .- == ._._ _ _T 3 --_.. a _ - 2 __=a _ 2 _ 4 51DING WITH 4" LAP 19 _. ___- . _--_. I9 _ _ __1111. 11 __ --- _ . _ _ 19T ___ ___1111._...-_1111... __ ___ _ _ _-- EXPOSURE 4 ...1.111- .....................-... ----__........................__ 4 ----.__------_-----_-.----..____. _.._...._._..........._............_ _ 1111._ __. 4...... __ .._......._.. 19 Q _ 1111_ _ __- _. -__. ____._______ _. _ _ 0""', ___ ___..-_ __._ - _.._._ a _ WOOD STUD WALL��. _ . 1 15 - -_ - i - - - - .... -_ a= X ----- VAPOR RETARDER x g ..._. _ -- _-- _ ........_ _--_--... ..__. __-__11,11___.. _, __ 11 _ - - W Y __... _ - - WEATHER WRAP (T VEK m. m_�- ....�a COMMERCIAL WRAP) .__________-_.._______- EL. 105' - 1-1/5' _ \ 6! �.. _ I -- ,k TOP OF SLAB _......._._.. _.__-____..._......__ r EL. 100, - 0' EXTERIOR TOP OF SIDEWALK EMERGENCY LIGHT EL. 99' - 6' FIXTURE ROLLED ROOFING MATCH STANDARD ROOF SHINGLE COLOR - INSTALL PER I-1ANUFAGt� GALVANIZ 2X RIM JO TAPERED 2x BLOCK 2x BLOCK 3/4' PLYW 2x FRAMIN 20 GAUGE METAL TF COLOR W1 COUNTER WALT_ COI` SEALANT HARD IE P SEALANT 6 END ELEVATION 1/01 = 11 .- O 11 OTRIM BAND I 1 00 SIGN BY OWNER/VENDOR J -BOX FOR WAL� SIGN. TYPICAL 50TH ENDS. 51 GG VD TALL NOTE: ii COORDINATE DOWN SPOUTS WITH A/AI3 iI . SECTION AT TOWER_ w va• - i I - m COLOR SCHEPULE 1 al COLOR: 'C/M GREEN' PRODUCT *IC33W153 GALLON FORMULA: G2-15, NI -8Y3% WI -2Y32 O COLOR: '5W6148" PRODUCT OK33WI51 GALLON FORMULA: 1-I-3+1, R3-1+1, Y3-25 O3 COLOR: '5W6328 FIREWEED PRODUCT 1<33W153 O COLOR: 'WHITE' PRODUCT OK33WIOO PACKAGE COLOR WHITE GENERAL NOTA , I. 'JAMES HARDIE' SIDING PRODUCTS ARE THE PREFERRED EXTERIOR CONCRETE SIDING. SU55TITUTION5 ONLY WITH OWNERS ; WRITTEN AUTHORIZATION 2. PROVIDE AN ALTERNATE PRICE/DEDUCT WHERE AN ALTERNATE FOR THE PRE -PAINTED hARDIE SIDING, TRIM AND SOFFIT 15 INDICATED GALVANIZED FLASHING CRICKET TOP OF TOWER EL. 160'-0' ELEVATOR VENT THRU ROOF: 51=E DETAIL 3/A1.3 E1111®0w rte■ SUM ® 11011■Ar■ 1,8I a 11 a O" FOURTH FLOOR EL. 128' - 6-3/8" FLOOR J5T. BRG EL_ 121' - 0-1/8" THIRD FLOOR EL. 119' - 0-1/2" FLOOR JST. BRCg EL. Ill, - -I" FLOOR J5T. 5F;r-a 6 EL. 108' - 1-1/8" IV TOP OF 61 -AB EL. Oil \ TOP OF SIDEWALK EL_ 99' - 6" CRICKET ROLLED ROOFING OVER 300 FELT ON -1/16' 0.5.5. OVER 2x FRAMING B 16' O.C. WITH SIMPSON VTC2 CONNECTOR AT EVERY OTHER JOIST GALVANIZED FLASHING AROUND 15A5E OF TOWER AT ROOF LINE - G.G. TO COORDINATE FLASHING WITH SIDING AND STEPPED WITH ROOFING INSTALLATION GALVANIAZED GRAVEL STOP AROUND PEREMETER OF ROOF ! TOWER. ROOF • PLAN. AM % 1/6' = 1' - ON (OVER STRUCTURAL FRAMING) THE ARCHITECTS AND ENGINEERS WILL NOT 5E INVOLVEID WITH 51DDING AND NEGOTIATION PLEASE DIRECT ALL QUE5TION5 CONCERNING DRAWINGS, SPECIFICATIONS, 5U5STITUT IONS, CLARIFICATIONS, BIDDERS LISTS, RID DUE DATE, ETC. To THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2643 FAX 40-1-1-14-6691. ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 ELEVATION MATERIALS F-NNN41 �j WALLS: 103/4" EXPOSURE 'HARDIPLANK' LAP 51DING: SELECT CEDARMILL TEXTURE: 12 MECH. LOUVERS: SEE MECH. DWG5. FOR SIZE, ALSO REP. 5TRUCT. DW35. FOR HEADER � o C3, � SEE COLOR SCHEDULE - ALTL=RNATE PROVIDE HARDIPLANK 5" EXPOSURE SIZE AND LOCATION: PAINT LOUVER AND TRIM TO MATCH ADJACENT SURFACE N 2a PRE -PAINTED, COLOR 'WOODSTOCK BROWN' JH30-30. WALLS: -1' EXPOSURE 'HARDIPLANK' LAP SIDING: SELECT CEDARMILL TEXTURE: 13 NYLON POOR CANOPY COLOR.- SLACK SEE COLOR SCHEDULE- ALTERNATE PROVIDE HARDIPLANK 6' FXP05URF: PRE -PAINTED, COLOR "NAVAJO ESEIGE' JH30-10. 14 NOT USED Q 'HARDITRIM': SMOOTH TEXTURE: j X 4": COLOR 'GALGIER WHITE'- ALTERNATE 15 MOLDED PLASTIC SHUTTER: INTEGRAL COLOR - COLOR: 51 -ACK HARDITRIM j'X4" PRE -PAINTED, COLOR 'ARCTIC WHITE' JH10-20. OPROVIDE "HARDITRIM' FASCIA: 5MOOTH TEXTURE: COLOR "GLACIER WHITE' - ALTERNATE "ARCTIC 16 30' DIA. PLASTIC IMITATION GABLE VENT, INTEGRAL COLOR: COLOR TO MATCH O PROVIDE HARDITRIM FACIA PRE -PAINTED, COLOR WHITE" JN10-20. ROOF: COMPOSITION SHINGLES ADJACENT SURFACE: SEE SPECS a6 ALUMINUM GUTTERS AND DOWN SPOUTS 1� ENTRY PORTICO Q HOLLOW METAL DOORS PAINTED TO MATCH ADJACENT WALL COLOR -TRIM TO BE WHITE IS 5L ID INC WINDOW TYP.: SEE SPECS Q GLASS / ALUMINUM DOORS 19 X 8' WIDE 'HARDITRIM'. SMOOTH TEXTURE: COLOR "GLACIER WHITE': SEE DETAIL 1QA2 (NOTE: DIM. TO BTM. OF TRIM IS APPROX. - G.G. TO VERIFY IN FIELD TO KEEP FROM SEE DETAIL 1/A2.1 FOR TRIM AROUND 5ATHROOM EXHAUST VENTS. GUTTING SIDING AS MUCH AS POSSIBLE) - ALTERNATE PROVIDE PREPAINTED COLO 'ARCTIC 20 WHITE" JHIO-20 SIZE, LOCATION, AND TYPE WITH LOCAL FIRE DEPARTMENT 10 RIDGE VENT: SEE ROOF PLAN A/A1.3 4 DETAIL I/A1.3 KNOX 5OX - VERIFY I1 THRU-WALL HVAC UNIT THE ARCHITECTS AND ENGINEERS WILL NOT 5E INVOLVEID WITH 51DDING AND NEGOTIATION PLEASE DIRECT ALL QUE5TION5 CONCERNING DRAWINGS, SPECIFICATIONS, 5U5STITUT IONS, CLARIFICATIONS, BIDDERS LISTS, RID DUE DATE, ETC. To THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2643 FAX 40-1-1-14-6691. ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 PRINTS ISSUED 4/4/07 FOR PERMIT Qj 8/22/07 ADDENDUM #1- CITY COMMENTS JOB NO. drawn: TLE 06045.2 checked: CP EXTERIOR ELEVATIONS IN" © copyright 2007 VALUE PLACE u F-NNN41 � o C3, � N PRINTS ISSUED 4/4/07 FOR PERMIT Qj 8/22/07 ADDENDUM #1- CITY COMMENTS JOB NO. drawn: TLE 06045.2 checked: CP EXTERIOR ELEVATIONS IN" © copyright 2007 VALUE PLACE TOP OP TOWER 1=L. = 160'-0' 4 JOIST pfa's. m - )a.w_a in HARPIE PLANK TRIM HARDIE PLANK TRIM &HOW PASHEP FOR CLARITY CiALV_L. STEP FI-ASHING SHOWN DASHED FOR CLARITY TRU66 BFB. EL. - 136'-63%, FOURTH FLOOR F.F.E.= 1281-63lo' THIRD FLOOR F.F.E. = 119'-011/2' SECOND FLOOR F.F.E. = 109'-6 F745, AROUND FLOOD DOUBLE BOTTOM PLATES AT SHEARWALL5 ONLY: SEE STRUCT. FOR LOCATIONS FUNDING F�RO�S�S�SE�C1' 7, xml 'HARDIPLANK' TRIM WITH MITERED CORNERS 6x6 WOOD COLUMN 'HARDIPLANK' LAP 51QING WITH 103/4' EXP05URE ON EXTERIOR SHEATHING ON WD. STUD FRAMING GALVANIZED FLASHING CRICKET 'HARDIPLANK' LAP SIDING SHIM PER SPECS. CAP RECEIVER CAP FLASHING E3A5E FLASHING 'ROLLED' ROOFING OVER ROOF: SHEATHING 4' CANT STRIP TRIPLE HEADER (BEYOND) - 'HARDIPLANK' SOFFIT PANEL - Y PAINTED 'WHITE" M<33WI00 FLA5HING AND SEALANT AS REQUIRED n ENTRY SE 2 I1/z " 1 1 - COMPOSITION SHINGLES OVER PLYWOOD DOUBLE BOTTOM PLATES AT 6HEARWALL5 ONLY: SEE STRUCT. FOR LOCATIONS SRG T USS . R EL. - 136'-63/ ' 4 J�� F=OURTH FLOOR T F.F.E.= 128'-631e" J THIRD FLOOR IV F.F.E. = 119'-0li2 r6,, SECOND FLOOR fi.1=.E. 109'-6�ie 31DEWALK DOUBLE 150TTOM PLATE5 AT I SHEARWALL5 ONLY: SEE STRUCT. FOR LOCATIONS VHJ BUILDING CROSS SECTION_ 3/16' a 1' A O' ROLLED ROOFING 4 30LE3 FELT OVER DECKING----- E COYER SHEET FOR FL. 5.C -16.!i METAL FLASNINGc— RODUCT APPROVAL NUMOER5. ' .,....,c;:es-::as;;xrw::rw::warr;;;; szu;- x.�;:,,;;,;e,;;x;,; rv,,,;nas,;;,mcx:c:: mwr„ uume;;:ze;:a,r,.,>•,,,,,°°^;rrmm:;, ... SHINGLES FASCIA COLUMN PREFAB. WD TRUSSES — a�vrG ur � -, II - - 2 1/2' TYP. J SHEATHING ON WD. STUD FRAMING: SEE STRUCTURAL 5/4' 'HARDIPLANK' TRIM - 'WHITE" OK33WI00 — COLUMN BRG. EL: 100'-4' 10 IIN ENTRY SECTION- ENTRY SECTION- ENTRY COLUMN SECTION ENTRY SECTION I I ON 11/2 1 1 ON 6 11/2 ON -^1- J111- I^- I^- -^l'* -^- -/\l- -,^- -^- A�Uli �njjJ Al COMPOSITION SHINGLES OVER 'HARDIPLANK' 61DING OVER BASE FLASHING OF BHI=ATHING (SHOWN DASHED) - PAINTED 'WHITE' OK33WICO 'ROLLED' ROOFING 4 30LE3 FELT OVER DECKING ` GALV. DRIP E=DGE OVERFRAME TO ACCOMODATE 2x8 TRIPLE HEADER A 1:12 PITCH HARDIPLANK' FASCIA BASE FLASHING AND SEALANT OVER METAL CHANNE SUS FASCIA 'WHITE" METAL FLASHING "K.33WI00 G.I. COLUMN CAP NOTCH JOISTS OVER BEAM WITH DRIP - PTD. TO GALVANIZED DRIP EDGE MATCH TRIM - A[-[- JOINTS LLJOINTS SOLDERED 2Xg "HARDIPLANK" FASCIA - 'WHITE' 6/4' 'HARDIPLANK' %33W100 TRIM - 'WHITE" �K33W100 WOOD 15EAMS: SEE STRUCT. COLUMN: SEE ALUMINUM GUTTER AND DOWNSPOUT STRUCTURAL 'HARDIPLANK' LAP HORIZONTAL BLOCKING d 16" O.C. (BEYOND) - 61DING WITH 103/4' TAPER AS REQUIRED TO ACCOMMODATE EXP05UR-E - SEE ROOF PITCH. 13'r3' SHEET A2.1 FOR COLOR CONCRETE COLUMN WOOD L5L - TAPER AS REQUIRED - SEE (3A5E - SEE STRUCT. STRUCT. 'HARDIPLANK' SOFFIT PANE=L - PAINTED "WHITE" 014'33WI00 DOUBLE BOTTOM PLATES AT SHEARWALLS ONLY: SEE STRUCT. FOR LOCATIONS THE ARCHITECTS AND ENGINEERS WILL NOT 15E INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SUF35TITUTIONS, CLARIFICATIONS, 13IPPER5 LISTS, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE- JOEL PALMER 941-920-2643 FAX 401-714-6691. <kk\kkk`kkk: � g ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 10.5 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 DECKING ON ROOF TRUSSES a 24" O.G. — GALVANIZED DRIP EDGE 'HARDIPLANK' FASCIA - 'WHITE' �o N "K33W100 'HARDIPLANK" SIDING OlOVERSASE 'HARDIPLANK' TRIM BOARD - FLASHING (SHOWN DASHED) - PAINTED 'WHITE" 'WHITE" +"iC33W100 *K331W100 12' "HARDIPLANK' LAP SIDING WITH GALV. STEEL SASE FLASHING AND 103/4' EXPOSURE OVER SHEATHING — 5FALANT F —"ROLLED" ROOFING OVER 30LE3. ASPHALT OVER PLYWOOD DECKING - LAP JOINTS PIER 'I-IARDIiPLANK" SOFFIT PANEL - PAINTmn-- MANUR REQUIRFMENT5, PROVIDE 'ROLLED" 'WHITE' OK33WIOO ROOFING TO MATCH SHINGLES SYSTEM PREFAB WD. TRU55E5 m 24' O.C. - 2XI2 k3EAMS - TAPER PER STRUCTURAL. 5EF STRUCT. PREFAB WD. OVER FRAME W/ 2X TO ACCOMMODATE A TRUSSES AT 1:12" P TCH - SI=T= RUCT ND A3.1 SHIM PER SPECS. 24' O.C. - SEE 2 STRUCT. —'HARDIPLANK" 501'FIT PANEL - PAINTED FLA5HINC.; AND SEALANT AS 'WHITE" #K33W100 REQUIRED DOUBLE BOTTOM PLATES AT 6HEARWALL5 ONLY: SEE STRUCT. FOR LOCATIONS SRG T USS . R EL. - 136'-63/ ' 4 J�� F=OURTH FLOOR T F.F.E.= 128'-631e" J THIRD FLOOR IV F.F.E. = 119'-0li2 r6,, SECOND FLOOR fi.1=.E. 109'-6�ie 31DEWALK DOUBLE 150TTOM PLATE5 AT I SHEARWALL5 ONLY: SEE STRUCT. FOR LOCATIONS VHJ BUILDING CROSS SECTION_ 3/16' a 1' A O' ROLLED ROOFING 4 30LE3 FELT OVER DECKING----- E COYER SHEET FOR FL. 5.C -16.!i METAL FLASNINGc— RODUCT APPROVAL NUMOER5. ' .,....,c;:es-::as;;xrw::rw::warr;;;; szu;- x.�;:,,;;,;e,;;x;,; rv,,,;nas,;;,mcx:c:: mwr„ uume;;:ze;:a,r,.,>•,,,,,°°^;rrmm:;, ... SHINGLES FASCIA COLUMN PREFAB. WD TRUSSES — a�vrG ur � -, II - - 2 1/2' TYP. J SHEATHING ON WD. STUD FRAMING: SEE STRUCTURAL 5/4' 'HARDIPLANK' TRIM - 'WHITE" OK33WI00 — COLUMN BRG. EL: 100'-4' 10 IIN ENTRY SECTION- ENTRY SECTION- ENTRY COLUMN SECTION ENTRY SECTION I I ON 11/2 1 1 ON 6 11/2 ON -^1- J111- I^- I^- -^l'* -^- -/\l- -,^- -^- A�Uli �njjJ Al COMPOSITION SHINGLES OVER 'HARDIPLANK' 61DING OVER BASE FLASHING OF BHI=ATHING (SHOWN DASHED) - PAINTED 'WHITE' OK33WICO 'ROLLED' ROOFING 4 30LE3 FELT OVER DECKING ` GALV. DRIP E=DGE OVERFRAME TO ACCOMODATE 2x8 TRIPLE HEADER A 1:12 PITCH HARDIPLANK' FASCIA BASE FLASHING AND SEALANT OVER METAL CHANNE SUS FASCIA 'WHITE" METAL FLASHING "K.33WI00 G.I. COLUMN CAP NOTCH JOISTS OVER BEAM WITH DRIP - PTD. TO GALVANIZED DRIP EDGE MATCH TRIM - A[-[- JOINTS LLJOINTS SOLDERED 2Xg "HARDIPLANK" FASCIA - 'WHITE' 6/4' 'HARDIPLANK' %33W100 TRIM - 'WHITE" �K33W100 WOOD 15EAMS: SEE STRUCT. COLUMN: SEE ALUMINUM GUTTER AND DOWNSPOUT STRUCTURAL 'HARDIPLANK' LAP HORIZONTAL BLOCKING d 16" O.C. (BEYOND) - 61DING WITH 103/4' TAPER AS REQUIRED TO ACCOMMODATE EXP05UR-E - SEE ROOF PITCH. 13'r3' SHEET A2.1 FOR COLOR CONCRETE COLUMN WOOD L5L - TAPER AS REQUIRED - SEE (3A5E - SEE STRUCT. STRUCT. 'HARDIPLANK' SOFFIT PANE=L - PAINTED "WHITE" 014'33WI00 DOUBLE BOTTOM PLATES AT SHEARWALLS ONLY: SEE STRUCT. FOR LOCATIONS THE ARCHITECTS AND ENGINEERS WILL NOT 15E INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SUF35TITUTIONS, CLARIFICATIONS, 13IPPER5 LISTS, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE- JOEL PALMER 941-920-2643 FAX 401-714-6691. <kk\kkk`kkk: � g ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 10.5 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 FRAM]✓ `1a FOR 1:12 PITCH RIDGE — — PRINTS ISSUED 4/4/01111 PERMIT m t 8/12/07 ADDENDUM #1- CITYCOMMENTS T 2 10/05/07 ADDENDUM #2 - CITY COMMENTS _ JOB NO. drawn: TLE 06045.2 checked: CP BUILDING SECTIONS c1p 01, .... . .. .... .,;, u Q copyright 2001 VALUE PLACE �o N FRAM]✓ `1a FOR 1:12 PITCH RIDGE — — PRINTS ISSUED 4/4/01111 PERMIT m t 8/12/07 ADDENDUM #1- CITYCOMMENTS T 2 10/05/07 ADDENDUM #2 - CITY COMMENTS _ JOB NO. drawn: TLE 06045.2 checked: CP BUILDING SECTIONS c1p 01, .... . .. .... .,;, u Q copyright 2001 VALUE PLACE D I .a3s I ' WOO) TRU$ TRUSS BRCa. STM I361-63i,�' CEIL ASSE REF. STUD I 'CEIL ASSE FOURTH FLOOR _Ej 3/AS NFP.E.= 281-63/a' I f I EXT. RATED WALL ASSEMBLY REF. I 9/A8.4 I THIRD FLOOR ®� ,433 �� 4#100�. .. N G rF RATED WALL ASSEMBL.Y REF. � IJ f~ 1/A83 N " - Or � STUDIO DOUBLE ' ® CE IL ING/FLOOR I ' ASSEMBLY REF. 3/A8.3 iTrTiTrTrrr�TrTiTiTww_rT___r � �rrrrr_rrrr_rrr__r_� '�.• �_rrr _r r__r_____� ? ♦ $ 1!'!!'1 ��willii%R4S!±SLTEr�llr�rlrr IIII I I I 1 I • --- - -- — - - -- '���' DOUBLE BOTTOM PLATES A SHEARWALLS ONLY: SEE STRUCT. FOR LOCATIONS — y O L N N 071 THE ARCHITECTS AND ENGINEERS WILL NOT E3E INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SUE3STITUTIONS, CLARIFICATIONS, KIDDERS LISTS, E30 DUE PATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2643 FAX 401-114-6691. 1 UIE ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 PRINTS ISSUED 4/4/07 FOR PERMIT JOB NO. drawn: TLE 06045.2 checked: CP BUILDING SECTIONS IT © copyright 2007 VALUE PLACE � IJ f~ N " - Or � PRINTS ISSUED 4/4/07 FOR PERMIT JOB NO. drawn: TLE 06045.2 checked: CP BUILDING SECTIONS IT © copyright 2007 VALUE PLACE J TYP. EXT, WALL. AT STAIR TOWER 1 ,Am A� i OUTRIGGER5 TO yrs ca SUPPORT FLYING RAFTER AT RAKE v. 30" PIA. IMITATION GABLE VENT IN GABLE END STUD - I WALL -- 12 ` .............._ "HARP IPLANK' LAP SIDING WITH -1' EXPOSURE 5LIDING WINDOWS JRE AS SCHEDULED �9 m FOURTH FLOOR FF.E.= 128'-6 3/8� 'HARD IPLANK' LAP SIDING WITH 1' EXPOSURE THRU-WALL MECH. PTHC UNIT - SEE MECH. PU*S. THIRD FLOOR Alk FFrz.= 119'-0 1/2" 'HARD IPLANK' LAP 511DING WITH 103/4" EXPOSURE SECOND FLOOR OIL FrE, 109'-6 S/8" 1 -HR RATED EXT. WALL PER 9/A8.4 GROUND FLOOR FF.E.= 100'-00' UNDER SIDEWALK - SEE FIRST FLOOR 1' PERIMETER PLAN FOR FOUNDATION LOCATIONS INSULATION TV® PVT W ®i 1 AT WIN W/ GABLE 6 MIL. VAPOR BARRIER ON 4" GRANULAR FILL TYP. EXT. WALL AT O BLDG. MID SECT. FLYING RAFTER O TYP. EXT.. WALL� CEILING/ROOF ASSY. REF. 4/48.3 CEILING/FLOOR A55Y. REF. 3/A8.3 CEILING/FLOOR A66Y. REF. 3/A8.3 CEILING/FLOOR A58Y. REF. 3/48.3 THE ARCHITECT5 AND EN6;IN3=ER5 WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE PIFZFCT ALL QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, BIpDER5 LISTS, 511D DUE PATE, ETC. TO THE OWNERS CONSTRUCT ION REPRESENTATIVE: JOEL PALMER 941-1320-2643 FAX 401-114-669;1. ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 67201 ph 316.262.4700 fx 316.262.0002 PRINTS ISSUED 4/4/01 FOR PERMIT 1 8/22/07 ADDENDUM #I - CITY COMMENTS 10/05/07 ADDENDUM #2 -CITY COMMENTS JOB NO. 06045.2 WALL SECTIONS drawn: MAC checked: CP © copyright 2007 VALUE PLACE d- ri yrs ca d v. PRINTS ISSUED 4/4/01 FOR PERMIT 1 8/22/07 ADDENDUM #I - CITY COMMENTS 10/05/07 ADDENDUM #2 -CITY COMMENTS JOB NO. 06045.2 WALL SECTIONS drawn: MAC checked: CP © copyright 2007 VALUE PLACE CONTINUOUS RIDGE I-- COMPOSITIO VENT - DTE. 1/A1.3 S�t1N(a_ N- INSULATION R-30 (MIN.) (2) LAYERS OF 3/a" F.G. GYP. 13D. ATTACHED TO BTM. CHORD OF TRU65 - PER PTL. 4/A83 WOOD TRU55 PER STRUCTURAL. GENERAL- NOTE: 1. 'JAMES I-IARDIE" SIDING PRODUCTS ARE THE PR1=ERRED EXTERIOR CONCRETE 51DING. W55TITUTION5 ONLY WITH OWNERS WRITTEN AUTHORIZATION 2. PROVIDE WEATHER WRAP, TYVEK COMMERCIAL WRAP OR APPROVED EQUAL, OVER EXTERIOR SHEATHING PRIOR TO THE INSTALLATION OF SIDING.', INSTALL PER MANUFACTURES SPECIFICATIONS_ PROVIDE ALL MANUFACTURES ACCESSORIES TO FULLY FLASH AND COUNTERFLASH AT ALL WINDOWS, DOORS AND EXTERIOR OPENINGS. PROVIDE A WEATHER TIGHT BARRIER AT ALL SURFACES_ COORDINATE FLASHING WITH WINDOW, POOR, VENT ETC. MANUFACTURES. TRUSS BRCz_ r6 TRUSS BRG. EL.- 136'-63/4' ' EL- = 136'-63/4' - ACOUSTICAL CEILING � o SYSTEM. (TYPICAL ALL LEVELS) (2) LAYERS OF 5/g' - - F.C. GYP. PD. ATTACHED TO BTM. CHORD OF TRU55 1 — HR. RATED 3/4' GYP. CRETE TOPPING ROOF/CEILING ON 3/4' T4G PLYWOOD I A55EMBLY DECKING-: ON 2X8 JOIST PER STRUCT. 1w 16, O.G_ 1 HR. RATED FLOOR ASSEM5LY (TYPICAL) FOURTH FLR. F.F.E.= 128'-63/8' 13/4' RIM J018 NOTE: SEE COVER SHEET FOR FL. PRODUCT APPROVAL NUMBERS _1.,. I F h 2x WOOD NAILER EA_ d ONE HOUR FIRE RATED SIDE FLOOR A55EMBLY PER 3/A8.3 WITH 34' GYPCRETE TOPPING - 3/4' GYP. CRETE TOPPING (2) LAYERS OF F.C. GYP. I ON 3/4' T4G PLYWOOD BD. ATTACHED TO I DECKING ON 16' DEEP UNDERSIDE OF JOISTS. I TJI JOISTS PER DETAIL TYP. 3/A5.3 (TYPICAL) THIRD FLR. F.P.E.= 119'-01/2' 1 -HR CORK PARTITION N — - G — �; 50LID CORE 20MIN,- - - MASONITE DOOR IN TIMELY FRAMES I STRUCTURAL �DHEATHINCz ATTACHED TO WOOD STUDS PER SHEARWALL SCHEDULE - 5EE SHEET 51.1 I TYP. I 2x4 STUDS - TYP. SECOND FLOOR - - -L_L 1� SECOND FLR. IV FF.E.=hx9'-6r,/a' r F.F.E.= 109'-65%' -7- 5V 7 — 3/8' F.C. GYP. 1✓3D. ON 1/2' RESILIENT CHANNELS - EXTEND TO UNDERSIDE OF PLYWOOD DECKING - - —1 - TYP. i V STRUCTURAL 5HHEATHING ATTACHED TO WOOD II I I I II III STUDS - EXTEND TO .V UNDERSIDE OF PLYWOOD GDoNc I B c�N' CONC. 5LA15 ON GRADE I GRADE SEE PER STRUCTURAL STRUCT. DWGS. GROUND FLOOR - - GROUND FLR. F.F.E.= 100'-00' - F.F.E.= 100'-00" TYP. SHEARWALL F E nATYP. CORRIDOR SECTION nR WALL SECTION 3/m 1 11 ON 'A . FOR 2 HR FIRE RATED ASSEMBLY REFERENCE 7/A8.4. FOR I HOUR FIRE RATED A65EMBLY REFERENCE 4/A8.3. INSULATION: SEE DETAIL 2/A8.1 5/8' F.C. GYP. BD. ON 2x4 STUDS PER STRUCTURAL W/ I✓XT_ SHEATHING 4 'HARDIPLANK" SIDING HOARDS NOTE:,( 1=XTENP SIDING BELOW CAST IN PLACE TRENCH FINISH FLOOR I'. DRAINS NOT ALLOWEp NOTEN PROVIDE GALv. IN ULATION -30 (MIN) FLASHINCG STARTER TRENCH DRAIN THE ARCHITECTS AND STRIP WITH DRIP FINISH FLOOR AT COVER - SHOULD BE EXPANSION JOINT ENGINEERS WILL NOT BE NGLES-0 EDGE. CAULK WITH 0'-0' RECE55ED AT LEAST 4' 4' INVOLVED WITH BIDDING AND 15+' FEL ON PLY OOD 5EALANT k3EHIND ��a" - SEE SPECS_ -'��`- "'� NEGOTIATION SKIN 58 FLASHING � PL1=A5E DIRECT ALL 24 D.G. EXPANSION JOINT '�` k' PROVIDE 'END OUTLETS' IF QUESTIONS CONCERNING FINISH ELEVATION OF _ CATPr)°Q ,r ° REQ'D. TO ALLOW DRAWINGS, SPECIFICATIONS, ATS IT VENT DEEB SIDEWALK WHERE IT r r' r F SUBSTITUTIONS 4' CONC. SLAB /\��\\_ _ \'T\ ATTACHMENT TO SEWER CLARIFICALIONS BIDDERS GALV. RIP MEETS THE PERIMETER //' //\//� AND DRAIN FITTINGS - E GE FOUNDLION fS TO 8E\ INSTALL PER LISTS, BID DUE DATE, ETC. 2x SUB FAST A 6' 15ELOW THE FINISH NOTE: �,/' // // MANUFACTURER5 5PEG5. TO THE OWNERS FLOOR EXCEPT AT PROVIDE NF -)5 "DURA \\/ '' Q \�\\/ CONSTRUCTION CHANNEL ORAIN5 ANP /- � 717 �-1 �/ // ,� REPRESENTATIVE: JOEL ENTRIES AND DOORS. / '/z" REBAR STAKES � SEE CIVIL DRAWINGS. REQUIRED HARDWARE OR \j\\ // / PALMER 941-9200-2643 FAX APPROVED EQUAL -IN5TALL 24' O.G. EACH SIDE PER MANUFACTURERS ' \\/\�\j\�\� ' OF TRENCH DRAIN A5 MAXIMUM CROSS 41a 1-174-6���. f SPEC IFI CAT I ONS PER MANUFACTURERS % >.. SLOP IS 2qp SPECS. - TRENCH DRAIN 11/2° 0 1 0" EXTEND DOWNSPOUT 1'-0' I 1-1 P INTED 'H RDIPLAN ' FAS( TEXTU D _PERFOF 11_ - DANK' SOFT .WF CONTINUOU VENTED 5 AT GL HITE' K3, HAI TRIM TED m IPLANK' LAP SIDING TYP. EAVE DETAIL. 1 11/•2' IN I' - ON (SHOWN AT 2 HOUR CEILING IN STAIR SHAFT) ----- -------------J INTO TRENCH DRAIN TO RENCH DRAIN 5EE TERMINATE 9/A33 1/2" ASPHALT --THICKENED EDGE EMPREGNATED CURB AT 31DEWALK EXPANSION MATERIAL 3/4' GYP. CRETE LOPPING ON SEE CIVIL DRAWINGS 3/4' T4G PLYWOOD DECKING ASPHALT PAVING SEE STRUCTURAL ON 16' DEEP TJI JOIST PER SEE CIVIL DRAWINGS DRAWINGS FOR DETAIL 3/A83 NOTCHING (IF ANY) TYPICAL PERIMETER DETAIL AT FINISHED FLOOR PER EXTERIOR WALL AND SIDEWALK SCHEDULE 2 3/41 � 1' - O N PROVIDE 2x4 BLOCKING AT 16' O_C-L TO SUPPORT ' FC GYP BD - ZII. BOX BEAM GUEST ROOM 2x StUD WALL CQRRIDOR SIDE BATH SIDE "Na' F.C. M.R. GYP. PD. 29. SLOPE(REFER t0 SEALANT (12/A5.2) —� a 4 qf SHOWER PAN a 4 p ..4 yj 4. FLOOR FIN16H d DEPRE55>=D PER SCHEDULE FLOOR SLAP - SEE 5TRUGT. NOTE: FLUSH FLOOR SURFACE WITH EDGE OF SHOWER UNIT ROLL -IN SHOWER DETAILS 0/2" = j' _ ON FIRST FLOOR ONLY 1'-1 1/4" x 3'-1 1/4" 1' x 1 1/4' STL. TE" ANGLE CONT. GRATE - REF. TO SPEC. (PEDESTRIAN TRAFFIC) - 1 111 \ --I 1V1_14_ l 1_ THICKNESS ON ALL SIDES WASHER DRAIN DETAIL 5 1' 1' - ,a' +• WASHER PAD ONLY ISOLATED SLAB a FC MOISTURE RE515TANT GYP. PD. SURFACE LAYER SEALANT AT JOINT NOTED AS 2ND LAYER ON PARTITION SCHEDULE SHT. No' FC MOISTURE RE615TANT GYP. ESD. SEALANT AT JOINT N." FC GYP. BD. MOISTURE RE519TANLPER RATED ASSEMIBLY PART. P-9 ON SHT. A8.1 PLASTIC SHOWER SURROUND 2x4 STUD WALL WITH SOUND BATT INSULATION (SEE— STRUCT. DWGS. AND PARTITION SCHED- 5HEET FOR 5IZF AND SPACING) NOTE: ALL DRAIN PENETRATIONS TO FSE SEALED TIGHT. 5EE SHT. 2/A5A FOR PENETRATION DETAILS GYPCRETE NOTE: TYPICAL ALL UNITS WITH TU85 FLOOR CEILING SYSTEM SEE 3/A83 DRYER VENTS (6) FILL CAVITY W/ NON-COMBUSTIBLE SOUND INSULATION - TYPICAL (1) LAYER OF 5/e' GYP. 15D. ON 2X4 WD_ FRAMING AT 16' O.C� NOTE: FLOOR STRUCTURE SHOWN DIAGRAMATICALLY - FIELD;;M LOCATE AND VERIFY COORDINATE WITH SOFFIT LOCATION 2'-2" SOFFIT AT LAUNDRY, a 4" MAX. FIRE EXTINGUISHER CAP INET - 5EE SPECS. SEC. THRIDTUB/SHOWM"RRIDORSIDE1X. o `ION of R ' WITH NT OVER • ION PTAC 'HARDY LANK' LAP SIDING ALUM. DOWN SPOUT TRENCH GRATE � z iI ALIGN TRENCH DRAIN TO - J RECEIVE DOWN 5POUT5 - - - - COORDINATE D.S. OPENING AND OUTFALL TO PARKING LOT IN FIELD - SEE DTL. 1/A1.1 - TYPICAL AT ALL LOCATIONS WITH D.5. TO CONCRETE BLDG. SILL I" Zl II - ON n� I. z O U r0 �O 0 RESILIENT CHANNEL -i FIRE RATED GYP. BD. tL TREATED SILL w PLATE ON 5EALER 1} CORRIDOR SIDE --- —F.R E STUD FRAMING REF_ STRUCT. DU445. TOP OF EXTINGUISHER TO BE 5'-0' A.F.F. - VERIFY WITH FIRE MARSHAL BEFORE INSTALLATION ROOM SIDE 2ND LAYER OF GYP. PD. IF READ. FOR A STRUCTURAL SHEARWALL, (REF. STRUCTURAL DWGS.) FIRE RATED GYP. 5D. WALL TYPE -PER PLANS J ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E ESTES 105 N. Washington Wichita, Kansas 67201 ph 316.261.4700 fx 316.262.0002 W U Q H �l ti PRINTS ISSUED 4/4/07 FOR PERMIT JOB Na. drawn: TLE 06045.2 checked: CP CONC. FOOTING WALL SECTIONS AND DETAILS PER STRUCTURAL OVROOM SIDE a� ..>,0 F �d SECTIONS AT FIRE EXTINGUISHER CABOM��'' 11/2 N I• 0' �i/a .f (SEE FLOOR PLANS FOR LOCATIONS) @c copyright 2007 VALUE PLACE - � o PRINTS ISSUED 4/4/07 FOR PERMIT JOB Na. drawn: TLE 06045.2 checked: CP CONC. FOOTING WALL SECTIONS AND DETAILS PER STRUCTURAL OVROOM SIDE a� ..>,0 F �d SECTIONS AT FIRE EXTINGUISHER CABOM��'' 11/2 N I• 0' �i/a .f (SEE FLOOR PLANS FOR LOCATIONS) @c copyright 2007 VALUE PLACE m 01 BATHROON SIDE PLUME3INC% CHA5E 2X6 2X4 WD. STUDS 3 3/4' J 1 L- 1 3/4' OFFSET FRAMING 1 1-1/2' P3A--} P38 --r I I Fill 1'' 0 3/4' 3A STUDIO 1/4 A 11 STUDIO A-1: SEE DETAIL 1/A4J FOR OFFSET FRAMING AT DEMISING WALL STUDIO A -z: TYPICAL 2X4 FRAMING AT EXTERIOR WALL STUDIO A-3: 2X6 FRAMING AT PLUME31NG WALL. ttl A/A8.2 X33 3/8' 11 4" l- 1'-2 1/2' 3®1/z° u�l� l�51-05/1 F. 3/4' P3A P35 STUDIO DOUBLE 1�4' 0 11 A ON 5TUDIo DOUBLE D-1: SEE DETAIL 1/A4.1 FOR OFF51=T FRAMING AT DEMISING WALL 5TUD IO 1DOU5LE ID -3: 2X6 FRAMING AT HALL 134 # 234 WALL P3A P3B P3A P35 ACC® STUDIO SLEEPER 144 N o 11 a ON BATH -TUB ROOMS: 215, 211, 315, 311, 4 411 3/4° PS P3A P3A Jim -- --. - - n ACC. STUDIO l44 ° 1 ON ROLL -IN -SHOWER ROOMS: 121 4 123 ACC. STUDIO F-1: SEE DETAIL 1/A4.1 FOR OFFSET FRAMING AT DEMISING WALL PB m 0 Q P3A— P3A c� I.l) P3A PSB NOTE: PROVIDE WHIRLPOOL ITEi NO. ET0W5RXMQ. (24X26 -1/8D) REFRIGERATOR AT ACC. ROOMS FOR APA CLEARANCE (RM NO. 121 123, 215, 211, 315, 311, AND 411 NOTE: PROVIDE WHIRLPOOL. ITEr NO. ET4WSKXMQ REFRIGERATOR Il NON -AGC. ROOMS NOTE: REF. 5TRUCT. DWGS FOR P35 SHEARWALL LOCATIONS (TYP.) ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,„,,,,,,,,,,,,,,,,,,,,,,,,,,,,,:,::::,::;::::::.:;::;,,:.;:;,.:;:::;:;:::;:;;:;:::,,. i err„:aimauu,��uuuruuirura.;uU�ri��a�a�u�wm�u�u,,,,,,,,,,,,,,,,,,,,,,,,—,,,,,u,.,,...a,,.���.a�:�u.�:ur:�:aab��R,����:�����,ua,,,,,:,,.�::«,�u,�.:,,�,,��„ NOTE: SEE SHEETS AU AND AI.2 FOR WINDOW LOCATIONS, DIMENSIONS, AND TYPES NOTE: ALL DIMENSIONS ARE FROM FRAMING TO COMPONENT UNLESS OTHERWISE NOTED NOTE: NOT ALL C0E-KN1=R GUARDS ARE SHOWN ON THE DRAWINGS_ PROVIDE CORNER GUARDS ON A�-I- OUT511DE COMERS WITHIN THE BUILDING. CEILING MOUNTED LIGHT FIXTURE CORNER GUAF COURTESY HOUSE PI No LINE OUT, EMERG 911 ACCESS OUT ONL VERIFY MOUNTING H3: WITH MANUFACTURER NOTE R1=F_ DIMENSIONS OF MI=cH_ WALL PENETRATIONS ON 5/A2.1 AND MECH. OWGS 144 DETERGENT p ISPENSER DETEFr4ENT DI5PEN5ER TO SE INSTALLED E3Y GENERAL CONTRACTOR MOP SINK 1'-6'X3'-0” TRENCH DRAIN - FULL GRATE WITH COVER THE ARCHITECTS AND ENGINEERS WILL NOT 5E INVOLVED WITH 51DDING AND NEGOTIATION PLF=A5E DIRECT A" GUE6TION5 CONCERNING DRAWINGS, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, BIDDERS LISTS, SIP DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2543 FAX 40-1-774-11 1. ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 F� u -O!� FINNIN-NiW TO INSULATE 4/4/07 FOR PERMIT FROM AIR INTAKE Q8/22/07 ADDENDUM #1 - CITYCOMMENTS 5Y LOUVER 6"Q rn s d Coll rNIN-01 PROVIDE WEATHER STRIP AROUND 1DRYER PRINTS ISSUED TO INSULATE 4/4/07 FOR PERMIT FROM AIR INTAKE Q8/22/07 ADDENDUM #1 - CITYCOMMENTS 5Y LOUVER JOB NO. drawn: TLE 06045.2 checked: CP ENLARGED FLOOR PLANS © copyright 2007 VALUE PLACE BOTTOM OF MOTION SENSOR TO ALWAYS BE FLOOR TRU55---_ LOCATED TO BED 51DE OF WINDOW MOTION SENSOR: 0 VERIFY WITH - PREFERREP LOCATION FOR PTAG ELECTRICAL _ ELECTRICAL RECEPTACLE 15 GENTERI G.G. TO PROVIDE GABLE TIES AND BUNDLE PTAG CORDS IN A CONSISTENT MANNER LEAVING ONLY 4" OF SLACK 4'-0 5/all _ BELOW THE PTAG UNIT- CONFIRM VERTICAL WINDOW ROUGH -IN DIMEN514 RFQUIREMENT3 AND BUILDING CODE REQUIRFMENT5 WILL ALLOW PREFERR LOCATION. REFER TO 5/A8?. ELECTRICAL LOCATION A5 5HOWN BEI IS AGGEPTASLE IF FREI I=RRFD LOCA CANNOT SE AGHIEVED. WINDOW AS SCHEDULED - SEE PLAN FC LOGATI ON THRU-THE-WAl ¢ i `9Illml I PTAG Off— - VINYL SASE PTAG RECEPTACLE TO BE LOCATED TO THE LEFT AND AS CLOSE TO PTAG UNIT AS P05515LE WITH LONG SIDE OF SOX HORIZONTAL. CONFIRM THAT THE PTAG POWER CORD WILL REACH REGEPTACLE FROM RIGHT ENP OF PTAG UNIT TYPm STUDIO 1 -3 N q II a o" 1 CAULKING TO MATCH COLOR OF LAM. TOP -- T 4'-0 5/8' FOR INSTALLATION. - - - -- - 11101 SURFACE 26 JA -F � JIB: VINYL BASE ® OT � PLACE AN LABEL MASTER SWITCH CLOSEST TO DOOR (TYP.) c1 in m _ -� 2' -II 3/4" .� " - - - - - - - BELOW THE PTAG UNIT- CONFIRM VERTICAL WINDOW ROUGH -IN DIMEN514 RFQUIREMENT3 AND BUILDING CODE REQUIRFMENT5 WILL ALLOW PREFERR LOCATION. REFER TO 5/A8?. ELECTRICAL LOCATION A5 5HOWN BEI IS AGGEPTASLE IF FREI I=RRFD LOCA CANNOT SE AGHIEVED. WINDOW AS SCHEDULED - SEE PLAN FC LOGATI ON THRU-THE-WAl ¢ i `9Illml I PTAG Off— - VINYL SASE PTAG RECEPTACLE TO BE LOCATED TO THE LEFT AND AS CLOSE TO PTAG UNIT AS P05515LE WITH LONG SIDE OF SOX HORIZONTAL. CONFIRM THAT THE PTAG POWER CORD WILL REACH REGEPTACLE FROM RIGHT ENP OF PTAG UNIT TYPm STUDIO 1 -3 N q II a o" 1 CAULKING TO MATCH COLOR OF LAM. TOP -- O TYP, STUDI BLOCKING REC�UIRI;D IL TA -3 OF MIRROR 4 LIGHT FIXTURE TO f3E CENTERED TA -44 ON SINK (TYP.) TA -10 MIRROR TO BE MOUNTED l_3 I" ABOVE BACKSPLASH MIN. GAULKING TO MATCH a COLOR OF LAM. TOPr77- _ TA -I 8 MINIMUM 0 J -BOX FOR RANGE HOOD U5E PROVIDE BLOCKING FOR CABINETS WIRE CLOSET SHELF BY _ -6" 2'-6' 2'-0 5/8" DRILL HOLE IN 10" OR AS CLOSET MAID WHITE VINYL_ _ -9L�- CABINET FOR COATED. USE MIN. 5 EA. BY GODS WALL CLIPS SCREWED TO 4'-0 5/8°NON-VENTED RANGI✓ �9 -�- '-g /8" MI GROWAVE F. WALL ® 1.2" O.G. ANGLE HOOD. PROVIDE IX6 NOM. -' - 2 -11 3/4 OUTLET. TIE UP _ � � - g 11 EXCESS CORD SMOKE SHELF TO BE INSTALLS - - - - - - I3LOGKINC UNDER GABINET - DETECTOR AT EXTREEM SHELF EN l FOR INSTALLATION. REF WALPL SITE EXTERIOR - - - - -� - - - Gpp�K PEEPHOLE: SEE _ 5 -8 �_ 31-3 3/4 / �q 3'-2 1/4" U p -F, 5/ " 3 –0 5/8 I DETAIL A/A8.2 SINK InQ - _Ir NOTE: _ L f� _ 63 —=n PLACE AND BLOCKING VINYL LABEL , jI III _ I IIJI II u - I •9 t1 I MASTER ®_ BASE _® - 8 I h I- _� I L -INT \ SWITCH INV h I III I0 �3A5 CLOSEST TO r DOOR (T --(P) - – _ 11' JBOX FOR RAN5E-CENTER ON 1336 5824 TO RANGE-5EE NOTE 5 • ALL3 TYPm STUDIO BATH/NTRY WALL TYPm4 STUDIO KITCHEN/TV WALL ON � o � v O TYPm,STUDIO BATH WIRE CLOSET SHELF BY CLOSET MAID WHITE VINYL COATED. USE MIN. 5 EA. WALL CLIPS SCREWED TO WALL ® 12" O.G. ANGLE SHELF TO BE IN5TALLE[7 AT EXTREEM SHELF END OPPOSITE EXTERIOR WALL. MOTION SENSOR TO ALWAYS BE MOTION 5EN50R: WINDOW BLOCKING VERIFY WITH EQLIIRED — PREFFRR= LOCATION FOR PTAG ELECTRICAL " ELEC•rRIGAL RECEPTACLE`- IS CENTERED O.G. TO PROVIDE GABLE TIES AND BUNDLE PTAG CORDS IN A CONSISTENT MANNER LEAVING ONLY 4" OF SLACK BELOW THE PTAG UNIT. CONFIRM VERTICAL WINDOW ROUGH -IN DIMENSION REQUIREMENT5 AND BUILDING CODE REQUIREMENTS WILL ALLOW PREFERRED LOCATION. REFER TO F/AB-2. ELECTRICAL LOCATION AS 5HOWN BELOW 15 A4GFF'TAS1 e IF PREFERRED LOCATION CANNOT E31- ACHIEVED. WINDOW AS SCHEDULED - SEE PLAN FOR LOCATION THRU-THE-WALL III I o PTAG PREFERRED LOG. VINYL BASE TUDIO BATH PTAG RECEPTACLE TO BE LOCATED TO THE LEFT AND CLOSE TO PTAG E3 UNIT A5 P05518LE WITH LONG 510E OF BOX TYPm HORIZONTAL. CONFIRM THAT THE PTAG POWER CORD WILL _ REACH RECEPTACLE FROM RIGHT END OF PTAG UNIT 3�" '� ON TYPm STUDIO DOUBLE J -BOX FOR RANGE HOOD USEV 3,� " _ >✓ _ O N PROVIDE BLOCKING FOR CABINETS 3/6 NON -VENTED RANGE _6 21`61 2'-8 5/8' DRILL HOLE IN 3 18 3018 HOOD. PROVIDE IX6 NOM. CABINET FOR 10" OR A5 - - MICROWAVE DIRECTED BLOCKING UNDER CABINE GENERAL NOTES: 1. ALL DIMENSIONS FROM FRAMINGx TO COMPONENT UNLESS OTHERWISE NOTED. 2- PROVIDE CAULK AT ALL CABINET, COUNTERTOP, AND BACK SPLA5H LOCATION5 WHERE MEETS INSTALLATION SURFAGl=3. CAULKING MUST f3E LEVEL OR SLIGHTLY COYED AT JOINT. UTILIZE BACKER ROD WHERE JOINT EXCEEp5 1/4,. TOOL AND FINISH JOINTS- LEAVE NO VI51€3LE GAPS. TYPICAL ALL LOCATIONS, 3. PROVIDE CAULK AT ALL CABINET END PANELS WHERE MEETS INSTALLATION SURFACE5. IF JOINT EXCEEDS J' WIDE INSTALL TRIM MOLDINCs TO MATCH CABINET FINISH AND CAULK. 4. PROVIDE ADDITIONAL FRAMING FOR OUTLETS AS REQUIRED TO MOUNT IN POSITIONS AS SHOWN. 5. PROVIDE INSTALLATION KIT WITH COOK TOP, CUT OUT COUNTER FOR COOK TOP TO MAX TOLERANCE, SECURE CABLE TO SACK OF CABINET BEHIND SHELF. INSTALL SECURELY. 6. CAULKING; TO MATCH COLOR OF LAMINATE TOP. 1. ALL ACCESSIBLE BLOCKING TO BE WOOD BETWEEN STUDS 8. PROVIDE VINYL IBA5E AT BOTTOM OF ALL EXP05ED PORTIONS OF CAE5INET5 A5 WELL AS AROUND WALLS. VINYL BASE TO BE FURNISHED FROM ROLL STOCK fNSTALLED IN THE LONGEST Lr=NrxTH5 FOBB15LE WITH INSIDE AND OUTSIDE CORNERS SECURED TIGHTLY TO WALL SURFACES. T 4'-0 5/8' FOR INSTALLATION. - - - -- - 11101 SURFACE 26 JA OUTLET. TIE UP EXGE55 CORD. � BY CODE VINYL BASE ® OT � PLACE AN LABEL MASTER SWITCH CLOSEST TO DOOR (TYP.) c1 in m _ -� 2' -II 3/4" .� " - - - - - - - TA -8 6' -Il EXGE55 CORD. t BLOCKING UNDER GABINET - 41-05/0, r� O TYP, STUDI BLOCKING REC�UIRI;D IL TA -3 OF MIRROR 4 LIGHT FIXTURE TO f3E CENTERED TA -44 ON SINK (TYP.) TA -10 MIRROR TO BE MOUNTED l_3 I" ABOVE BACKSPLASH MIN. GAULKING TO MATCH a COLOR OF LAM. TOPr77- _ TA -I 8 MINIMUM 0 J -BOX FOR RANGE HOOD U5E PROVIDE BLOCKING FOR CABINETS WIRE CLOSET SHELF BY _ -6" 2'-6' 2'-0 5/8" DRILL HOLE IN 10" OR AS CLOSET MAID WHITE VINYL_ _ -9L�- CABINET FOR COATED. USE MIN. 5 EA. BY GODS WALL CLIPS SCREWED TO 4'-0 5/8°NON-VENTED RANGI✓ �9 -�- '-g /8" MI GROWAVE F. WALL ® 1.2" O.G. ANGLE HOOD. PROVIDE IX6 NOM. -' - 2 -11 3/4 OUTLET. TIE UP _ � � - g 11 EXCESS CORD SMOKE SHELF TO BE INSTALLS - - - - - - I3LOGKINC UNDER GABINET - DETECTOR AT EXTREEM SHELF EN l FOR INSTALLATION. REF WALPL SITE EXTERIOR - - - - -� - - - Gpp�K PEEPHOLE: SEE _ 5 -8 �_ 31-3 3/4 / �q 3'-2 1/4" U p -F, 5/ " 3 –0 5/8 I DETAIL A/A8.2 SINK InQ - _Ir NOTE: _ L f� _ 63 —=n PLACE AND BLOCKING VINYL LABEL , jI III _ I IIJI II u - I •9 t1 I MASTER ®_ BASE _® - 8 I h I- _� I L -INT \ SWITCH INV h I III I0 �3A5 CLOSEST TO r DOOR (T --(P) - – _ 11' JBOX FOR RAN5E-CENTER ON 1336 5824 TO RANGE-5EE NOTE 5 • ALL3 TYPm STUDIO BATH/NTRY WALL TYPm4 STUDIO KITCHEN/TV WALL ON � o � v O TYPm,STUDIO BATH WIRE CLOSET SHELF BY CLOSET MAID WHITE VINYL COATED. USE MIN. 5 EA. WALL CLIPS SCREWED TO WALL ® 12" O.G. ANGLE SHELF TO BE IN5TALLE[7 AT EXTREEM SHELF END OPPOSITE EXTERIOR WALL. MOTION SENSOR TO ALWAYS BE MOTION 5EN50R: WINDOW BLOCKING VERIFY WITH EQLIIRED — PREFFRR= LOCATION FOR PTAG ELECTRICAL " ELEC•rRIGAL RECEPTACLE`- IS CENTERED O.G. TO PROVIDE GABLE TIES AND BUNDLE PTAG CORDS IN A CONSISTENT MANNER LEAVING ONLY 4" OF SLACK BELOW THE PTAG UNIT. CONFIRM VERTICAL WINDOW ROUGH -IN DIMENSION REQUIREMENT5 AND BUILDING CODE REQUIREMENTS WILL ALLOW PREFERRED LOCATION. REFER TO F/AB-2. ELECTRICAL LOCATION AS 5HOWN BELOW 15 A4GFF'TAS1 e IF PREFERRED LOCATION CANNOT E31- ACHIEVED. WINDOW AS SCHEDULED - SEE PLAN FOR LOCATION THRU-THE-WALL III I o PTAG PREFERRED LOG. VINYL BASE TUDIO BATH PTAG RECEPTACLE TO BE LOCATED TO THE LEFT AND CLOSE TO PTAG E3 UNIT A5 P05518LE WITH LONG 510E OF BOX TYPm HORIZONTAL. CONFIRM THAT THE PTAG POWER CORD WILL _ REACH RECEPTACLE FROM RIGHT END OF PTAG UNIT 3�" '� ON TYPm STUDIO DOUBLE J -BOX FOR RANGE HOOD USEV 3,� " _ >✓ _ O N PROVIDE BLOCKING FOR CABINETS 3/6 NON -VENTED RANGE _6 21`61 2'-8 5/8' DRILL HOLE IN 3 18 3018 HOOD. PROVIDE IX6 NOM. CABINET FOR 10" OR A5 - - MICROWAVE DIRECTED BLOCKING UNDER CABINE GENERAL NOTES: 1. ALL DIMENSIONS FROM FRAMINGx TO COMPONENT UNLESS OTHERWISE NOTED. 2- PROVIDE CAULK AT ALL CABINET, COUNTERTOP, AND BACK SPLA5H LOCATION5 WHERE MEETS INSTALLATION SURFAGl=3. CAULKING MUST f3E LEVEL OR SLIGHTLY COYED AT JOINT. UTILIZE BACKER ROD WHERE JOINT EXCEEp5 1/4,. TOOL AND FINISH JOINTS- LEAVE NO VI51€3LE GAPS. TYPICAL ALL LOCATIONS, 3. PROVIDE CAULK AT ALL CABINET END PANELS WHERE MEETS INSTALLATION SURFACE5. IF JOINT EXCEEDS J' WIDE INSTALL TRIM MOLDINCs TO MATCH CABINET FINISH AND CAULK. 4. PROVIDE ADDITIONAL FRAMING FOR OUTLETS AS REQUIRED TO MOUNT IN POSITIONS AS SHOWN. 5. PROVIDE INSTALLATION KIT WITH COOK TOP, CUT OUT COUNTER FOR COOK TOP TO MAX TOLERANCE, SECURE CABLE TO SACK OF CABINET BEHIND SHELF. INSTALL SECURELY. 6. CAULKING; TO MATCH COLOR OF LAMINATE TOP. 1. ALL ACCESSIBLE BLOCKING TO BE WOOD BETWEEN STUDS 8. PROVIDE VINYL IBA5E AT BOTTOM OF ALL EXP05ED PORTIONS OF CAE5INET5 A5 WELL AS AROUND WALLS. VINYL BASE TO BE FURNISHED FROM ROLL STOCK fNSTALLED IN THE LONGEST Lr=NrxTH5 FOBB15LE WITH INSIDE AND OUTSIDE CORNERS SECURED TIGHTLY TO WALL SURFACES. `n T 4'-0 5/8' FOR INSTALLATION. - - - -- - - - - SURFACE 26 JA OUTLET. TIE UP EXGE55 CORD. � BY CODE VINYL BASE ® OT � PLACE AN LABEL MASTER SWITCH CLOSEST TO DOOR (TYP.) - INY�1} . _ _ FB NO- 1-17-5 � _ -� 2' -II 3/4" .� - - - - - - - - TA -8 6' -Il EXGE55 CORD. t BLOCKING UNDER GABINET - 41-05/0, r� BRACKETS, HARDWARE 15Y SHOWER SOLUTIONS TA -4 FOLDING SHOWER SEAT, SURFACE MTD. TA -4 _ - REF. BR41DELY NO. 9569-00000(10 TA -4A E8500P FB NO. E8500A-18 4E8500P MEL CAP SN1=LF NOT TA -10 FRAMED MIRROR, SURFACE MTP. - - I 51-3 1/2' GOOK TOP 11/2' S' -I' i'-1 1/4" BRADLEY NO. 181-024360 SHELF THROUGH CASEWORK SUPPLIER TA -II SINK �� REF. -I GRAE3 BAR, (ACCE86151-F TUR) - B NO. 8120-001300 SMOKE DETECTOR TA -6 GRAB 133AR (ACCE5515LE TUB) - 5 NO. 8120-001240 TA -12 BLOCKING REOUIRED TA -6A GRAB 5AR (TU13) SURFACE MOUNTED HEAD / TUB ft -11=00 :'ANT MOUNTED BRADLEY NO. 250-150000 `� ------- III I n I . -11 AQ JAI --g� VINYL BASE sB24--153 e I II I III I II I (- _ COO KTOP 6 9 1/8 4'-,B 1/2 3/ _ 4'--t 1/4' I u ' I _ = 1. ALL CALCULATIONS FOR MEMBRANE PEEPHOLE: SEE PROTECTION FOR FIRE RATED WALLS HAVE 0 cv DD SINK I X41 I DETAIL A/A&.2N E 3'-0 5/8" BEEN MADE ON THE BASIS OF 100 SQUARE `n 8 = BRADLEY FB = FRANKLIN BRASS BLOCKING = _ _ = REQUIRED � - - - - � 8— a - - - - n 4g n I I TT_ = I I I I—I I I IJ I I I rr -TII III e ''� TA --IA GRAB BAR, SURJ=ACE MTD. (TOILET) SURFACE I I Ir � � I "I I I 1 � 5' 3/p VINYL BASE ® OT � PLACE AN LABEL MASTER SWITCH CLOSEST TO DOOR (TYP.) - INY�1} . _ _ FB NO- 1-17-5 � _ -� 2' -II 3/4" .� - SHOWER ROD (NON-ACCE55115LE) CRESCENT ROD MODE TA -8 6' -Il II 11 II II SE r JBOX FOR RANGE -CENTER ON 1536 51324 RANGE -SEE NOTE 5. F TO INCHES OF OPENING IN 100 SQUARE FEET OF MEMBRANE SURFACE. OUTLET SIXES SHOWN IE. DUPLEX (2X4) OR DOU15LE DUPLEX (4X4) WILL MEET THIS REQUIREMENT. DO 1 NOT SU56TITUTE LARGER ELECTRICAL BOXES WITH REDUCERS FOR ANY OF THE OUTLETS SHOWN UNLE65 VERIFIED WITH LOCAL CODE OFFICIALS AND DOCUMENTED IN WRITING.. TYPm STUDIO DOUBLE KITCHEN/TV WALL n12 LG. STUDIO DOUBLE BATH/ENTRY WALL HIRE: CL05ET SHELF 13Y OL05ET MAIO HHITE VINYL 3/-' 11 BOX 8 = BRADLEY FB = FRANKLIN BRASS PANEL CABINET FOR TOILET PAPER HOLDER, (SURFACE MOUNTED) TA --IA GRAB BAR, SURJ=ACE MTD. (TOILET) SURFACE FB NO 55,055 MOUNTED MICROWAVE 5' 3/p NDN -VENTED RANGE TA`0 GRA15 BAR, SURFACE MTD. (TOILET) FB NO- 1-17-5 OUTLET, TIE UP _ -� 2' -II 3/4" .� HOOD. PROVIDE IX6 NOM. SHOWER ROD (NON-ACCE55115LE) CRESCENT ROD MODE TA -8 GRAB BAR (SHOWER/2-WALL) SURFACE EXGE55 CORD. 2 g i - BLOCKING UNDER GABINET - 41-05/0, r� BRACKETS, HARDWARE 15Y SHOWER SOLUTIONS TA -4 FOLDING SHOWER SEAT, SURFACE MTD. TA -4 _ - FOR INSTALLATION. - - - - - - BR41DELY NO. 9569-00000(10 TA -4A E8500P FB NO. E8500A-18 4E8500P MEL CAP SN1=LF NOT TA -10 FRAMED MIRROR, SURFACE MTP. - - I 51-3 1/2' GOOK TOP 11/2' S' -I' i'-1 1/4" BRADLEY NO. 181-024360 SHELF THROUGH CASEWORK SUPPLIER TA -II SINK �� 0 GRAE3 BAR, (ACCE86151-F TUR) - B NO. 8120-001300 WHITE LECz(REMO TA -6 GRAB 133AR (ACCE5515LE TUB) - 5 NO. 8120-001240 TA -12 BLOCKING REOUIRED TA -6A GRAB 5AR (TU13) SURFACE MOUNTED HEAD / TUB MOUNTED BRADLEY NO. 250-150000 `� B NO. 8120-001120 III I II . -11 AQ JAI --g� VINYL BASE sB24--153 e I II I III I II I (- ' 13 LG STUDIO DOUBLE BED/BATH WALL 14 LG STUDIO DOUBLE KITCHEN/TV WALL N ON ROOM 0415 ONLY 3/8 ROOM #415 ONLY AGC-,E550F', l E5 8 = BRADLEY FB = FRANKLIN BRASS ALL AGGE55ORI ES TO BE POLISHED CHROME TA -I TOILET PAPER HOLDER, (SURFACE MOUNTED) TA --IA GRAB BAR, SURJ=ACE MTD. (TOILET) SURFACE FB NO 55,055 MOUNTED B NO. 8120-001360 TA -2 SHOWER CURTAIN ROD, SURFACE MOUNTED TA`0 GRA15 BAR, SURFACE MTD. (TOILET) FB NO- 1-17-5 B NO. 8120-001420 TA -3 SHOWER ROD (NON-ACCE55115LE) CRESCENT ROD MODE TA -8 GRAB BAR (SHOWER/2-WALL) SURFACE r-5 NO. 190-ra55 5' CHROME CURVED ROD, FIXED MTD. 5 NO. 8120-0591836 r� BRACKETS, HARDWARE 15Y SHOWER SOLUTIONS TA -4 FOLDING SHOWER SEAT, SURFACE MTD. TA -4 TOWEL BAR, 5U54fiACE MTD. (18') - FB NO.E8500A-18 4 BR41DELY NO. 9569-00000(10 TA -4A E8500P FB NO. E8500A-18 4E8500P MEL CAP SN1=LF NOT TA -10 FRAMED MIRROR, SURFACE MTP. PROVIDED 5Y BATH ACC. SUPPLIER, O.C. TO PROVIDE BRADLEY NO. 181-024360 SHELF THROUGH CASEWORK SUPPLIER TA -II TUB SEAT (REMOVABLE) TA -5 GRAE3 BAR, (ACCE86151-F TUR) - B NO. 8120-001300 WHITE LECz(REMO TA -6 GRAB 133AR (ACCE5515LE TUB) - 5 NO. 8120-001240 TA -12 FB NO. SF -595 PAPER TOWEL DISPENSER, SURFACE TA -6A GRAB 5AR (TU13) SURFACE MOUNTED HEAD / TUB MOUNTED BRADLEY NO. 250-150000 B NO. 8120-001120 ROOM #415 ONLY ALL GRAB BARS SHALT_ HAVE A CIRCULAR CR055 5ECTION WITH A DIAMETER OF 1 1/4" MINIMUM AND 2 INCHES MAXIMUM. THE SPACE BETWEEN THE WALL AND THE GRAB BAR, WHEN INSTALLED, SHALL BE 1 1/2" G.G. TO PROVIDE TA -2 TA -3 TA -4 TA -4A MATCH COUNTER BLOCKING IN WALLS D �� FOR SUPPORT OF ALL TOP P LAM TO TA -5 TA -6 to -6A TA --IA TA-�13 TA -a WALL -HUNG EQUIPMENT ALL EXPOSED SUPPLIED WITH SUPPLIED WITH SUPPLIED WITH SURFACES BATH / SHOWER BATH / SHOWER BATH / SHOWER 21_64 F LINE OF WALL �— — — — TA -I SHALL NOT PROJECT �-� —� BEYOND FRONT EDGE OF `t f—LINE OF WALL WATER CLOSET AT PUBLIC U�1 2 2� ¢`g��r _� I'-0' 2'-6" 2,_0„ _0„ " 3'-0" 12' TOILETS, EMPLOYEE up -A \ _ _ TOILET AND ACCESSIBLE ® jot - 2' -4 1/2" - 1 - - - - -I�, I� - - GUEST ROOMS. - - -L— tu �_ ---- L- -�� �--I ----- F r -- ---- 1 --- C -1 TOWEL 1=3AR, SB UAGE I--(s_--�-1 _ I - ,L L - - ,- , MTD. (18') - FB NO. L - - - - - _ BACK WALL I SIDE WALL TOILET SEAT m m ___TOILET SEAT m m 6 TUB HEIGHT HEIGHT 316 TOILET PAPER SHOWER HOLDER CURTAIN ROD SURFACE MTD, SURFACE MTD AGGE551BLE ONLY 5HOWrR CURTAIN ROD SURFACE MTD RADIUS TYPE FRONT ELEVATION SECTION TOWEL TSAR MEL GLAD SHELF SURFACE 4 TOWEL BAR MOUNTED SURFACE MOUNTED GRAB BAR (TUB) SURFACE MOUNTED HEAD/TUB GRAB BAR (TOILET/2-HALL) SURFACE MOUNTED GRAB BAR (TOILET/244ALL) SURFACE MOUNTED GRAB BAR (SHOWER/2-14ALL) SURFACE MOUNTED ONE PIECE TA -9 SUPPLIED WITH BATH / SHOWER cSl LINE OF WALL —� -- m FOLDING SHOWER BEAT SURFACE MOUNTED TA -10 TA -11 2'-0' SUPPLIED WITH I� BATH /SHOWER MIRROR TO BE MOUNTED I" ABOVE 5ACK5PLA5H MIN. A y - MIRROR TUB SEAT SURFACE REMOVABLE MOUNTED PAPER TONE DISPENSER SURFACE MT! THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH OIDDINCF ANID NEGOTIATION PLEASE DIRECT ALL. QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, 131DDER5 LISTS, 51D DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2643 FAX 407-7-f4-Gar097. W U H P-mIl GRAB BAR GRAB BAR (TUB) (TUB) SURFACE SURFACE MOUNTED MOUNTED S 1 DE/'TUB FOOT/TUB GRAB BAR (TUB) SURFACE MOUNTED HEAD/TUB GRAB BAR (TOILET/2-HALL) SURFACE MOUNTED GRAB BAR (TOILET/244ALL) SURFACE MOUNTED GRAB BAR (SHOWER/2-14ALL) SURFACE MOUNTED ONE PIECE TA -9 SUPPLIED WITH BATH / SHOWER cSl LINE OF WALL —� -- m FOLDING SHOWER BEAT SURFACE MOUNTED TA -10 TA -11 2'-0' SUPPLIED WITH I� BATH /SHOWER MIRROR TO BE MOUNTED I" ABOVE 5ACK5PLA5H MIN. A y - MIRROR TUB SEAT SURFACE REMOVABLE MOUNTED PAPER TONE DISPENSER SURFACE MT! THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH OIDDINCF ANID NEGOTIATION PLEASE DIRECT ALL. QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, 131DDER5 LISTS, 51D DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2643 FAX 407-7-f4-Gar097. W U H P-mIl J n "- v- � o a4 r� PRINTS ISSUED 4/4/01 FOR PERMIT loe No. drawn: TLE 06045.2 checked: CP INTERIOR ELEVATIONS NON -ACCESSIBLE r:% Of © copyrighk 2007 VALUE PLACE BOTTOM OF FLOOR TRU55--. MOTION SENSOR: VERIFY WITH ELEGTRI GAL�� SOMME 4'- 0 5/8" MOTION SENSOR TO ALWAYS BE LOCATED TO BED 51 DE OF WINDOW WINDOW AS SCHEDULED - SEE PLAN FOR LOCATION - PTAG, INSTALLER - ® o TO PROVIDE WIRE J TIE AND BUNDLE ( - - - CORD NEATLY VINYL. BASE PTAG REGEPTAG! E TO DE LOGATEP TO THE LEFT AND A5 .JUUX f -Cf< F�NSE-GENTLK ON RANcSE-SEE NOT J -BOX FOR RANGE HOOD USE FVIDE B OGKING FOR CABINETS NON -VENTED RANGE HOOD. 2'-6" 3'-9" 3'-2 5/8' PROVIDE IX6 NOM. BLOCKING=�-D �Q=1'[L BLOCKING UNDER CABINET FOR INSTALLATION. C I/ - !L 2,-0" REQUIRED SWITCH FOR HOOD LIGHT AND FAN i (LIGHT SWITGH ON RIGHT AND FAN 4 -3 3/4" SWITGH ON LEFT) ;- _ _ _ REF. - - - - I4'-3 a/8' 1'-1 5/ 11,11-6 3/8 1 I/4 r -I I -----J I I 'k --[J � �n LI�W�� 5INK 1�-1 I IFI I _ � ; b — I L S -' I TOP S' SI8" I I -1tt - I IIS -I 11 D WH TE VINYL 542 HG3 G1_05E TO PTAG UNIT AS POSSIBLE WITH LONFi SIPS OF CiOX COATED. USE MIN. 5 EA. WALL GLIP5 5GREl^IEI7 TO DOORS TO SLIDE BACK INTO GAB. FOR HG ACCE DUPLEX DEDICATED REACH RECEPTACLE FROM RIGHT EHORIZONTAL. CONFIRM THAT THE NP of PTAG UN� ILL ACC.STUDIO BED/BATH WALL EX� SHELF � OPPOSI E EXTERIOR INSTALLED AT AT II ACCm STUDIO KITCHEN/TV WTO THE MICROWAVE 3�' j' Qj' y �/8' = 1' _ Tjj' IMPORTANT -THE BOTTOM SHELF OF THE MICROWAVE CANNOT Bar ACCs STUDIO WINDOW WALL ABOVE 46" AFF TO BE AGGE55IBLE FOR SIDE REACH MOTION SENSOR TO ALWAYS BE WIRE CLOSET SHELF BY CLOSET MAID WHITE VINYL GENERAL NOTES: ' I. ALL PIMENSIONS FROM FRAMING TO TOILET PAPER HOLDER, (SURFACE MOUNTED) COMPONENT UNLE55 OTHERWISE NOTED. 2. PROVIDE CAULK AT ALL CABINET, 10" OR AS COUNTERTOP, ANP PACK SPLASH TA -11 LOCATIONS WHERE MEETS INSTALLATION SHOWER CURTAIN ROD, SUMACS MOUNTED SURFACES. CAULKING MUST BE LEVEL OR GRAF3 F3AR, SURFACE MTU. (TOILET) 91-IGHTI-Y COVED AT JOINT. UTILIZE Fla NO. 1-1-1-5 SACKER ROD WHERE JOINT EXCEEDS BY CODE TOOL AND FINI614 JOINTS. LEAVE NO SHOWER ROD (NON-ACCE551BLE) CRESCENT ROD MODE,TA-8 VISIBLE GAPS. TYPICAL ALL LOCATIONS. 3. PROVIDE CAULK AT AL1- CABINET END F13 No. 190-5135 5' CHROME CURVED ROD, FIXED PANELS WHERE MEETS INSTALLATION MTD. B NO. 8120-0591836 5URFAcES. IF JOINT EXCEEP5 �, WIDE BRACKETS, HARDWARE BY SHOWER SOLUTIONS INSTALL TRIM MOLDING TO MATCH CABINET DETEGTOR FINISH AND CAULK 4. PROVIDE ADDITIONAL- FRAMING FOR 5RADELY NO. 9569-000000 OUTLTB AS RFQUIiP TO MOUNT IN fi E8500P POSITIONS AS SHOWN. 1 5. PROVIDE INSTALLATION KIT WITH COOK TOP, I PEEPHOLES AT CUT OUT COUNTER FOR COOK TOP TO MAX BRADLEY No. -181-024360 '/Z' TOLERANCE. SECURE CABLE TO SACK ' �l OF CAPINET BEHIND SHELF. INSTALL TUB SEAT (REMOVABLE) SECURELY. b. CAULKING TO MATCH COLOR OF LAMINATE j DETAIL A/A8.2 TOP. 1. ALL ACCESSIBLE 151-OCKIW4 TO BE WOOD ;J NOTE: BETWEEN 5TUD5 I a_ PROVIPI= VINYL F3A8E AT BOTTOM OF ALL PAPER TOWEL DISPENSER, SURFACE EXPOSED PORTIONS OF CAk31NI=T8 AS WELL -0� AS AROUND WALLS. VINYL BASE TO BE k MOUNTED BRADLEY NO. 250-150000 1=URNIPHEP FROM ROLL STOCK IN8TALLFP IN LABEL THE LONGEST LFNGTNS POSSIBLE WITH 'IY INSIDE AND OUTSIDE CORNERS SECURED TIGHTLY TO WALL SURFACES. r COATED. USE MIN. 5 EA. WALL CLIPS SCREWED TO LOCATED TO BEDSIDE OF WINDOW WALL a 12" O.G. ANGLE SHELF TO BE IN5TALLEP AT J -BOX FOR MOTION 5EN5OR: EXTREEM 51—ELF ENP oPPa31TE EXTERIOR WALL.—PROV I D, VERIFY WITH I;I EGTRICAL _ 4'-0 5/8" �- WINDOW AS SCHEDULED - SEE PLAN FOR LOCATION PTAG, INSTALLER ® - TO PROVIDE WIRE TIE AND BUNDLE o CORD NEATLY VINYL BASE PTAG RECEPTACLE TO BE LOCATED TO THE LEFT ANP A9 GL05E TO PTAG UNIT A5 P055IBLE WITH LONG 51_0E OF 60X HORIZONTAL. CONFIRM THAT THE PTAG POWER CORD WILL REACH fREGEPTAGLE FROM R16HT ENP OF PTAG UNIT ACC, STUDIO SLEEPER— ELECTRIC PANEL NON-VENTED RANGE HOOD. PROVIDE IX6 NOM. BLOCKING -� UNDER CABINET FOR INSTALLATION. — SWITGH FOR HOOD LIGHT AND FAN I-. --I LOCKING (LIGHT SWITCH ON RIGHT AND FAN ; REQUIRED SWITGH ON LEFT) F SOFA SLEEPER �� I -----------I 4'-6' (o, 1 " 1'-10' 6A. 4'-6" ACC. STUDIO SLEEPER. _N I _ 1 -O� OWNER TO PROVIDE PORTABLE /8 1 id FI 5N IM. VISUAL DOOR ENUNCIATOR I. ALL CALCULATIONS FOR MEMBRANE PROTECTION FOR FIRE RATED WALLS HAVE BEEN MADE ON THE BASIS OF 100 SQUARE INCHES OF OPENING IN 1¢0 SQUARE FEET OF MEMBRANE SURFACE. OUTLET SIZES SHOWN IE. DUPLEX (2X4) OR DOUBLE DUPLEX (4X4) WILL MEET THIS REQUIREMENT. DO NOT SUI75TITUTE LARrsER ELECTRICAL BOXES WITH REDUCERS FOR ANY OF THE OUTLETS SHOWN UNLESS VERIFIED WITH LOCAL CODE OFFICIALS AND DOCUMENTED INWR (TING_ SEE DTL 3/A5.1 FOR LAYOUT AT HEA INE IMPAIRED SUITES ACCs STUDIO SLEEPER & SACO, S/S BATH, 3/8" 1' — ON ' � 1' _ O' TU13 TA -8 TA -4 � 1 uo TA -1 TA -9 A3.3 2'-0' 2% SLOPE TOWARDS ROLL IN SHOWS B = BRADLEY FB = FRANKLIN BRASS T TA -1 TOILET PAPER HOLDER, (SURFACE MOUNTED) 21-11 GRAB BAR, SURFACE MTD. (TOILET) 0 10" OR AS > 61 TA -11 TA -2 SHOWER CURTAIN ROD, SUMACS MOUNTED o DIRECTED GRAF3 F3AR, SURFACE MTU. (TOILET) 2'-3 3/4' Fla NO. 1-1-1-5 31- 5/8" BY CODE TA -3 SHOWER ROD (NON-ACCE551BLE) CRESCENT ROD MODE,TA-8 GRAB BAR (SHOWER/2-WALL) SURFACE REF. F13 No. 190-5135 5' CHROME CURVED ROD, FIXED SMOKE MTD. B NO. 8120-0591836 BRACKETS, HARDWARE BY SHOWER SOLUTIONS TA -a DETEGTOR TA -4 TOWEL BAR, SURFACE MTD. (18') - FB NO.E8500A-18 4 I I 5RADELY NO. 9569-000000 DOUBLE E8500P TA -10 - °' TA -4A PEEPHOLES AT BRADLEY No. -181-024360 I- �l ACG. SUITES: SEE TUB SEAT (REMOVABLE) SHEL1- THROUGH CASEWORK SUPPLIER �j- DETAIL A/A8.2 TA -5 GRAF3 RAR, (ACCE6615LE TUB) - B NO. 8120-001300 NOTE: TA -6 GRAF3 5AR (ACCE55113LE TUB) - B NO. 8120-001240 TA -12 PAPER TOWEL DISPENSER, SURFACE PLACE AND -0� MOUNTED BRADLEY NO. 250-150000 LABEL TO MASTER U VINYL 1 INV SHITCH BASE ASE CLOSEST T `4 I- DOOR (TVP.) ...i* I. ALL CALCULATIONS FOR MEMBRANE PROTECTION FOR FIRE RATED WALLS HAVE BEEN MADE ON THE BASIS OF 100 SQUARE INCHES OF OPENING IN 1¢0 SQUARE FEET OF MEMBRANE SURFACE. OUTLET SIZES SHOWN IE. DUPLEX (2X4) OR DOUBLE DUPLEX (4X4) WILL MEET THIS REQUIREMENT. DO NOT SUI75TITUTE LARrsER ELECTRICAL BOXES WITH REDUCERS FOR ANY OF THE OUTLETS SHOWN UNLESS VERIFIED WITH LOCAL CODE OFFICIALS AND DOCUMENTED INWR (TING_ SEE DTL 3/A5.1 FOR LAYOUT AT HEA INE IMPAIRED SUITES ACCs STUDIO SLEEPER & SACO, S/S BATH, 3/8" 1' — ON ' � 1' _ O' TU13 TA -8 TA -4 � 1 uo TA -1 TA -9 A3.3 2'-0' 2% SLOPE TOWARDS ROLL IN SHOWS BLOCKIN REQUIRE TA -2 TA -6A r; OF MIRROR 4 FIXTURE TO BE ON SINK (TYPJ MIRROR TO BE 1" ABOVE BACIKSPLASH MIN. 0 HC. VANITY SEE 14/A52 FOR X ` CLEARANCE15 L '4'=1® 3/4' -6 ACC. S/S BATH 4b" 3 11 = ON TU13 2% SLOPE TA CENTERED ON SINK o TOWARDS � TA -10 ROLL IN �y PEEPHOLE: MIRROR TO WNER To PROVIDE SHOWER SEE DETAIL BE 1' ABOVTA-4A PORTABLE V15UAL E CONTROL. BACKSPLASH MI DOOR ENUNCIATOR A/A8.2 LOCATIONS %\1 STROBE LIGHT 0 SMOKE - - - - ' DETECTOR N/ _241 FIRE ALARM ® X — —a MINI -HORN Z 8 NOTE: LAYOUT s AT HEARING T'a'_8 ccl IMPAIRED SUITES — 4'-1 1/8" '-6 5/8 ACC. STUDIO BATH ACC. STUDIO BATH ACC.' STUDIO ATH HEARING IMPAIRED STUDIOS 0" ROLL -IN SHOWEIR 3/8' 1' _ OR ROLL-N SHOUZR 3/g' 1' - AU -2 ROLL. -IN SHOWER � � 3/ ' - - ON ROOMS PE51ONATEP AS AU -3 5EE SHEET AI J AND A1.2 ALL GRAB BARS SHALL HAVE A GIRGULAR OR055 SECTION WITH A DIAMETER OF 1 1/4" MINIMUM AND 2 INCHES MAXIMUM. THE SPACE BETWEEN THE WALL AND THE GRAB BAR WHEN INSTALLED SHALL BE 1 1/2" G.G. TO PROVIDE TA -2 TA -3 TA -4 TA -4A MATCH COUNTER TA -5 T,4-6 T,A-6A TA-�A TA -i13 TA -8 BLOCKING IN WALLS TOP P -LAM TO FOR SUPPORT OF ALL ALL EXPOSED SUPPLIED WITH 5UPPLIED WITH SUPPLIED WITH 2'-6. WALL -HUNG EaUIPMENT SURFACES BATH / SHOWER BATH / SHOWER BATH / SHOWER ' -- all � n Nq - = L=---� 1 LINE OF WALL TA -I SHALL NOT PROJ-GT—LINE OF WALL BEYOND FRONT EDGE OF 12'ro WATER CLOSET AT PUBLIC 2 -2 �4^ �� ' \� 2'-0' '-0' - - - TOILETS, EMPLOYEE d0 cfel` 2 21u'Iz - i 1 4-3 3/ r USE FOR CABINETS - - 5'-0 1/2' 1' 3/4 �/ 11 3/$' 1/4 F1f- 1 U U 2_4 /8" _��T - o COOK Q® LLJ IL -MN j 51r1�` --- ---� ❑ n oTOP CI 4-05/8 �___= 1 UPLEX --_ I i I� i I I I IDEDICATED F1 I I I I O HE JBOX FOR RANGE -CENTER 842 HC55 IGROWAVE — DOORS TO SLIDE BACK INTO ON RANGE-5EE NO GAB. FOR HG ACCESS ACCs STUDIO SLEEPER KITCHEN/TV WALL. 3,� N o 11 - ON IMPORTANT -THE BOTTOM SHELF OF THE MICROWAVE CANNOT BE ABOVE 46" AFF TO BE AGGE551BLE FOR SIDE REACH TA -2 B = BRADLEY FB = FRANKLIN BRASS T TA -1 TOILET PAPER HOLDER, (SURFACE MOUNTED) 21-11 GRAB BAR, SURFACE MTD. (TOILET) 0 TA -5 > 61 TA -11 TA -2 SHOWER CURTAIN ROD, SUMACS MOUNTED TA -9 GRAF3 F3AR, SURFACE MTU. (TOILET) 2'-3 3/4' BLOCKIN REQUIRE TA -2 TA -6A r; OF MIRROR 4 FIXTURE TO BE ON SINK (TYPJ MIRROR TO BE 1" ABOVE BACIKSPLASH MIN. 0 HC. VANITY SEE 14/A52 FOR X ` CLEARANCE15 L '4'=1® 3/4' -6 ACC. S/S BATH 4b" 3 11 = ON TU13 2% SLOPE TA CENTERED ON SINK o TOWARDS � TA -10 ROLL IN �y PEEPHOLE: MIRROR TO WNER To PROVIDE SHOWER SEE DETAIL BE 1' ABOVTA-4A PORTABLE V15UAL E CONTROL. BACKSPLASH MI DOOR ENUNCIATOR A/A8.2 LOCATIONS %\1 STROBE LIGHT 0 SMOKE - - - - ' DETECTOR N/ _241 FIRE ALARM ® X — —a MINI -HORN Z 8 NOTE: LAYOUT s AT HEARING T'a'_8 ccl IMPAIRED SUITES — 4'-1 1/8" '-6 5/8 ACC. STUDIO BATH ACC. STUDIO BATH ACC.' STUDIO ATH HEARING IMPAIRED STUDIOS 0" ROLL -IN SHOWEIR 3/8' 1' _ OR ROLL-N SHOUZR 3/g' 1' - AU -2 ROLL. -IN SHOWER � � 3/ ' - - ON ROOMS PE51ONATEP AS AU -3 5EE SHEET AI J AND A1.2 ALL GRAB BARS SHALL HAVE A GIRGULAR OR055 SECTION WITH A DIAMETER OF 1 1/4" MINIMUM AND 2 INCHES MAXIMUM. THE SPACE BETWEEN THE WALL AND THE GRAB BAR WHEN INSTALLED SHALL BE 1 1/2" G.G. TO PROVIDE TA -2 TA -3 TA -4 TA -4A MATCH COUNTER TA -5 T,4-6 T,A-6A TA-�A TA -i13 TA -8 BLOCKING IN WALLS TOP P -LAM TO FOR SUPPORT OF ALL ALL EXPOSED SUPPLIED WITH 5UPPLIED WITH SUPPLIED WITH 2'-6. WALL -HUNG EaUIPMENT SURFACES BATH / SHOWER BATH / SHOWER BATH / SHOWER ' -- all � n Nq - = L=---� 1 LINE OF WALL TA -I SHALL NOT PROJ-GT—LINE OF WALL BEYOND FRONT EDGE OF 12'ro WATER CLOSET AT PUBLIC 2 -2 �4^ �� ' \� 2'-0' '-0' - - - TOILETS, EMPLOYEE d0 cfel` 2 21u'Iz - i 1 4-3 3/ r USE FOR CABINETS - - 5'-0 1/2' 1' 3/4 �/ 11 3/$' 1/4 F1f- 1 U U 2_4 /8" _��T - o COOK Q® LLJ IL -MN j 51r1�` --- ---� ❑ n oTOP CI 4-05/8 �___= 1 UPLEX --_ I i I� i I I I IDEDICATED F1 I I I I O HE JBOX FOR RANGE -CENTER 842 HC55 IGROWAVE — DOORS TO SLIDE BACK INTO ON RANGE-5EE NO GAB. FOR HG ACCESS ACCs STUDIO SLEEPER KITCHEN/TV WALL. 3,� N o 11 - ON IMPORTANT -THE BOTTOM SHELF OF THE MICROWAVE CANNOT BE ABOVE 46" AFF TO BE AGGE551BLE FOR SIDE REACH TA -2 B = BRADLEY FB = FRANKLIN BRASS T TA -1 TOILET PAPER HOLDER, (SURFACE MOUNTED) TA --IA GRAB BAR, SURFACE MTD. (TOILET) TA -5 Qd a C-4 TA -11 TA -2 10 ACC. S/S BATH 3/91 1 ON TU5 1� ACC. S/S BATH / C C E S S C� I E S 5 G H F—D V L F— B = BRADLEY FB = FRANKLIN BRASS T TA -1 TOILET PAPER HOLDER, (SURFACE MOUNTED) TA --IA GRAB BAR, SURFACE MTD. (TOILET) FB NO 850813 Qd a C-4 13 No. 0120-001360 TA -2 SHOWER CURTAIN ROD, SUMACS MOUNTED TA-ri5 GRAF3 F3AR, SURFACE MTU. (TOILET) Fla NO. 1-1-1-5 B NO. 8120-001420 TA -3 SHOWER ROD (NON-ACCE551BLE) CRESCENT ROD MODE,TA-8 GRAB BAR (SHOWER/2-WALL) SURFACE F13 No. 190-5135 5' CHROME CURVED ROD, FIXED MTD. B NO. 8120-0591836 BRACKETS, HARDWARE BY SHOWER SOLUTIONS TA -a FOLDING SHOWER SEAT, SURFACE MTD. TA -4 TOWEL BAR, SURFACE MTD. (18') - FB NO.E8500A-18 4 5RADELY NO. 9569-000000 E8500P TA -10 FRAMEID MIRROR, SURFACE MTD. TA -4A FB NO_ E8500A-18 4EO500P MEL GAD SHELF NOT BRADLEY No. -181-024360 PROVIDED [3Y F3ATH ACG. SUPPLIER, G.C. TO PROVIDE TA -II TUB SEAT (REMOVABLE) SHEL1- THROUGH CASEWORK SUPPLIER WHITE LEGS/SL=AT TA -5 GRAF3 RAR, (ACCE6615LE TUB) - B NO. 8120-001300 FB NO. SF595 TA -6 GRAF3 5AR (ACCE55113LE TUB) - B NO. 8120-001240 TA -12 PAPER TOWEL DISPENSER, SURFACE TA -6A CrRAE F3AR (TUl3) SURFACE MOUNTED HEAD / TUI3 MOUNTED BRADLEY NO. 250-150000 B No. x120-001120 TA -9 5UPPLIED WITH BATH / SHOWER TOILET AND A06E551BLE -' -' - e9 2'-4 1/2' r- - -1 IQ�`1 �-1 - - - - - LINE OF GUEST ROOMS. ® - L ------I L -----I I--� r �, �� 1 r I-��- ------ - ------- WALLS ►n TOWEL BAR, 5U�ACE I- - - - - - -1 = I'- 'L BACK WALL) = I'- 'L SIDE WALL � Q MTD. (18) - F13 No. L. - - - - - A 0 - - 2118 3' m _ _ TOILET SEAT m m _ _ TOILET SEAT d - - - - u pi HEIGHT X 0i HEIGHT m m 6 `---TUB Q Q ' } } FRONT ELEVATION SECTION TOILET PAPER 5HOWER SHOWER TOWEL BAR MEL GLAD SHELF GRAB BAR GRAB BAR GRAB BAR GRAB BAR GRAB BAR GRAB BAR FOLDING HOLDER GURTAIN ROD GURTAIN ROD 5URFAGE TOWEL BAR (TUB) (TUB) (TUB) (TOILET/2-WALL) (TOILET/2-WALL) (SHOWER/2-WALL) SHOWER SEAT SURFACE MTD. SURFACE MTD SURFACE MTD MOUNTED SURFACE MOUNTED SURFACE SURFACE SURFACE SURFACE MOUNTED SURFACE MOUNTED SURFACE MOUNTED SURFACE MOUNTED ACCESSIBLE ONLY RADIUS TYPE MOUNTED MOUNTED MOUNTED ONE PIECE 51DE/TUB FOOT/TUB HEAD/TUB TA -10 TA -I1 2'-0' SUPPLIED WITH BATH / SHOWER i j IM RROR TO BE MOUNTED I' ABOVE 13AGK5PLA5H MIN. 4 E c' - MIRROR TUB SEAT 5URFAGE REMOVABLE MOUNTED NOTE: THE ARCHITECTS AND 1ENGINEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, 5PECIFICATIONS, 5Uf35TITUTION5, CLARIFICATIONS, BIDDERS LISTS, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2643 FAX 40�--174-ro69-f. ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 61202 ph 316.262.4700 fx 316.262.0002 PRINTS ISSUED 4/4/01 FOR PERMIT JOB NO. drawn: TLE 06045.2 checked: CP INTERIOR ELEVATIONS -ACCESSIBLE E-\Iq�t Of m v 1 �• A PAPER ABU DISPENSER SURFACE cQ copyright 2001 VALUE PLACE T Qd a C-4 a �D PRINTS ISSUED 4/4/01 FOR PERMIT JOB NO. drawn: TLE 06045.2 checked: CP INTERIOR ELEVATIONS -ACCESSIBLE E-\Iq�t Of m v 1 �• A PAPER ABU DISPENSER SURFACE cQ copyright 2001 VALUE PLACE 11-0 5/8" 3140" OF MIRROR 4 LIGHT FIXTURE TO BE CENTERED ON SINK (TYP.) �i BOTTOM OF MIRROR TO 5E MIN. I" A50VE BACK OF SINK TA -12 Ab QZ eZ Z .r m c4 6► q y to-rtB a i (L cn i cv m �L TA- I ", u VINYL r BASE P -LAM COUNTER 1'-0" WIDE - CENTER ON PARTITION — PROVIDE CYLINDER LOCK (KEYED 50TH SIDES) - FOLD -DOWN HC P -LAM COUNTER 361L x 18' DP. CENTERED IN OPNG. 7-7 I 1 E ---PROVIDE BLOCKING IN WALL FOR DETERGENT I I DISPENSER AS REQ'D. I I J — J F_ MICROWAVE REF. I I I I LAUNDRY TUE3 SINK VINYL I BASE VINYL E5A5E PROV DE INSULATION ON VINYL BASE DRAIN TO CONFORM TO ADA VINYL BASE - PUBLIC RESTROOM PUBLIC RESTROOM PUBLIC RESTROOM PUBLIC RESTROOM RESIDENT LAUNDRY STAFF LAUNDRY, PROVIDE 1`3LOGKING IN NOTE: PROVIDE GAULK AT AT ALL CABINET, COUNTERTOP AND BAGK5PLASH LOCATIONS WHERE MEETS INSTALLATION SURFAGE5. GAULKINO MUST BE EY IGHT Y COVED AT JOINT. UTILIZE BAGKE ROD HERE JOINT EXGEED5 W FIN. PIM5. LEVEL OR 5L L L R W ALL FOR D -S REa' T 1/4". TOOL AND FIN15H JOINT5. LEAVE NO V15113LE 6AP5. TYPICAL ALL LOCATIONS DISPENSER A5 REQ'D. 3'_0" 3'-0 155/256' GC To INSTALL DISPENSE a'-6' SHELF UNITS MICROW VE — 1�-3" ERIFY W/ UNI I -III SII I I I o COMMERCIAL I I I —__— I L—JLUJ -"ao I I r�--� DRYER �- In I `z \ ® I _ II IIII II-- L ------I f— —— —{Fl ct�� REFRIGERATORS I . FOLDING TA5LE� II � SHELF UNIT F-- IIS----�I II i J I TRIM COMMERCIAL ------IIII-----II DRYER -------------I FRP PANEL BEHIND I r IIII III ASNER, CALK AT o SIIIII }3A5E � DRYE DOOR TO BE VINYL JIIL -1 L -1 ON LEFT SIDE MOP BASIN ONLY III �II� SII I STAFF LAUNDRY ° o I, o° -- d 5'-O' OVERHEAD DOOR HOOD: RECESSED IN CEILING: COLOR WHITE LAUNDRY TUB S c� n OFFICE ON IF FRONT PANEL 15 NOT PROVIDED THEN PIPES ARE TO BE INSULATED TO PROTECT FROM DURNS H.C. BATH. SINK SECTION ° j' _ ON 51M. KITCHEN -EVER HDWR. SERVICE COUNTER A.F.F. L VINYL BASE J PTAC STAFF LAUNDRY S3/g° = 1 - 0 �5/8" TYPE 'X' GYP5P OVER �fi511 PKIT r-WANINPI A I1�f 0};PT,4NT 1. ALL CALCULATIONS FOR MEMBRANE PROTECTION FOR FIRE RATED WALLS HAVE BEEN MADE ON THE BASIS OF 100 SQUARE INCHES OF OPENING IN 100 SQUARE FEET OF MEMBRANE SURFACE. OUTLET SIXES SHOWN IE. DUPLEX (2x4) OR POU5LE DUPLEX (4X4) WILL MEET THIS REQUIREMENT. DO NOT SUBSTITUTE LARGER ELECTRICAL BOXES WITH REDUCERS FOR ANY OF THE OUTLETS SHOWN UNLESS VERIFIED WITH LOCAL CODE OFFICIALS AND DOCUMENTED IN WRITING 3ACKSPLASH x 3'-O'L �WRITINCrt TOP_ 2' -10" A.FF. UOOD STUD WALL A5 SCHEDULED 'LYWOOD AND 0LA5TIC LAMINATE =NQ PANEL BEYOND 3/4" PLYWOOD WITH BLASTIC LAMINATE 3ECURE PANEL WITH WD. SCREWS AND GROMMETS AT 5' O.C. TOP AND E3OTTOM i P -LA SERVICE COUNTER TOP CONT. PIANO HINGE PROVIDE BLKNG IN WALL. FOR TOP SUPPORT ti PROVIDE (2) FOLDING 13RACE9 SIM. TO STANLEY "446 PROVIDE 5LKNG IN WALL FOR BOTTOM SUPPORT P -LAM GLAD 3/4' PLYWOOD WITH 11/2" EDGE WD STUD WALL AS VINYL E3ASE SCHEDULED NOTE: PROVIDE BLOCKING AS REQUIRED FOR SHELF TO HANG VERT. WHEN DOWN H.C. ACCESSIBLE WRITING TOP DETAIL. ,,, ° e II .. 00 APPROXIMATE 10'x10" HOOP VERIFY 51ZE W/MANUFACTURE # CORD INATE W/STRUCTURAL 5/8' TYPE 'X' GYPBD OVER RE61LENT CHANNELS FURR WOOD 11' k3EAM AS REQUIRED OVERHEAD \ PROVIDE MANUFACTURES STANDARD OPERAPLE DSECTIONCL05URE PANELOOR 11 1_1/2° NOTE: ALL DIMENSIONS ARE FROM FRAMING TO COMPONENT UNLE55 OTHERWISE NOTED. GENERAL NOTES: 1. ALI_ DIMENSIONS FROM FRAMING= TO COMPONENT UNLESS OTHERWISE NOTED. 2. PROVIDE CAULK AT ALL CA51NET, COUNTERTOP, AND BACK SPLASH LOCATIONS WHERE MEETS INSTALLATION 5URFACE5. CAULKING MUST 15E LEVEL OR SLIGHTLY COVED AT JOINT. UTILIZE BACKER ROD WHERE JOINT EXCEEDS 1/4'. TOOL. AND FINISH JOINTS. LEAVE NO VISIBLE GAPS. TYPICAL ALL LOCATIONS. 3. PROVIDE CAULK AT ALL CABINET END PANELS WHERE MEETS INSTALLATION SURFACES. IF JOINT EXCEEDS J" WIDE INSTALL TRIM Mot -DING TO MATCH CABINET FINISH AND CAULK.. 4. PROVIDE ADDITIONAL FRAMING FOR OUTLETS AS REQUIRED TO MOUNT IN POSITIONS AS SHOWN. 5. PROVIDE INSTALLATION KIT WITH COOK TOP, CUT OUT COUNTER FOR COOK TOP TO MAX 1/2' TOLERANCE. SECURE CABLE TO BACK OF CABINET BEHIND SHELF. INSTALL SECURELY. 6. CAULKING TO MATCH COLOR OF LAMINATE TOP. 1. ALL ACCESSIBLE BLOCKING TO BE WOOD BETWEEN STUDS 8. PROVIDE VINYL BASE AT BOTTOM OF ALL EXPOSED PORTIONS OF CABINETS AS WELL AS AROUND WALLS. VINYL BASE TO BE FURNISHED FROM ROLL STOCK INSTALLED IN THE LONGEST LENGTHS POBBIBLE WITH INSIDE AND OUTSIDE CORNERS SECURED TIGHTLY TO WALL SURFACES i VINYL BASE CONCRETE BASE COMMERCIAL WASHER. PTL. 5/A3.3 WASHER DOOR TO BE STA LAUNDRY ONS �D ON RIGHT SIDE \ FLOOR ABOVE FRAME AS REQUIRED OVERHEAD 5/8' TYPE "X' DOOR HOOD GYPBP OVI=R RE51LENT CHANNELS V_V���CEILING 5/8" TYPE "XGYP51D OVER RESILENT CHANNELS OVERHEAD DOOR SECTION 2 1-1/2° If - ON 5'-0' 3'-1" ' o PROVIDE SLOGKINO AND TA -4A SHELF BLOGKING TO SUPPORT 2 WALL 5AFF-5 `' FDDIS GURTA INT j (---HEADPLATE OVERHEAD DOOR JAMB 1 3' + I ON _ 17 OFFICE ELEV. THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, 6PECIFIGATION5, SUBSTITUTIONS, CLARIFICATIONS, [31DPFRS LISTS, 51P DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: ,JOEL PALMER 941-920-2643 FAX 407-114-6691. ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 1®A5-3 �O e"J W m� z VINYL BA5E c� n OFFICE ON IF FRONT PANEL 15 NOT PROVIDED THEN PIPES ARE TO BE INSULATED TO PROTECT FROM DURNS H.C. BATH. SINK SECTION ° j' _ ON 51M. KITCHEN -EVER HDWR. SERVICE COUNTER A.F.F. L VINYL BASE J PTAC STAFF LAUNDRY S3/g° = 1 - 0 �5/8" TYPE 'X' GYP5P OVER �fi511 PKIT r-WANINPI A I1�f 0};PT,4NT 1. ALL CALCULATIONS FOR MEMBRANE PROTECTION FOR FIRE RATED WALLS HAVE BEEN MADE ON THE BASIS OF 100 SQUARE INCHES OF OPENING IN 100 SQUARE FEET OF MEMBRANE SURFACE. OUTLET SIXES SHOWN IE. DUPLEX (2x4) OR POU5LE DUPLEX (4X4) WILL MEET THIS REQUIREMENT. DO NOT SUBSTITUTE LARGER ELECTRICAL BOXES WITH REDUCERS FOR ANY OF THE OUTLETS SHOWN UNLESS VERIFIED WITH LOCAL CODE OFFICIALS AND DOCUMENTED IN WRITING 3ACKSPLASH x 3'-O'L �WRITINCrt TOP_ 2' -10" A.FF. UOOD STUD WALL A5 SCHEDULED 'LYWOOD AND 0LA5TIC LAMINATE =NQ PANEL BEYOND 3/4" PLYWOOD WITH BLASTIC LAMINATE 3ECURE PANEL WITH WD. SCREWS AND GROMMETS AT 5' O.C. TOP AND E3OTTOM i P -LA SERVICE COUNTER TOP CONT. PIANO HINGE PROVIDE BLKNG IN WALL. FOR TOP SUPPORT ti PROVIDE (2) FOLDING 13RACE9 SIM. TO STANLEY "446 PROVIDE 5LKNG IN WALL FOR BOTTOM SUPPORT P -LAM GLAD 3/4' PLYWOOD WITH 11/2" EDGE WD STUD WALL AS VINYL E3ASE SCHEDULED NOTE: PROVIDE BLOCKING AS REQUIRED FOR SHELF TO HANG VERT. WHEN DOWN H.C. ACCESSIBLE WRITING TOP DETAIL. ,,, ° e II .. 00 APPROXIMATE 10'x10" HOOP VERIFY 51ZE W/MANUFACTURE # CORD INATE W/STRUCTURAL 5/8' TYPE 'X' GYPBD OVER RE61LENT CHANNELS FURR WOOD 11' k3EAM AS REQUIRED OVERHEAD \ PROVIDE MANUFACTURES STANDARD OPERAPLE DSECTIONCL05URE PANELOOR 11 1_1/2° NOTE: ALL DIMENSIONS ARE FROM FRAMING TO COMPONENT UNLE55 OTHERWISE NOTED. GENERAL NOTES: 1. ALI_ DIMENSIONS FROM FRAMING= TO COMPONENT UNLESS OTHERWISE NOTED. 2. PROVIDE CAULK AT ALL CA51NET, COUNTERTOP, AND BACK SPLASH LOCATIONS WHERE MEETS INSTALLATION 5URFACE5. CAULKING MUST 15E LEVEL OR SLIGHTLY COVED AT JOINT. UTILIZE BACKER ROD WHERE JOINT EXCEEDS 1/4'. TOOL. AND FINISH JOINTS. LEAVE NO VISIBLE GAPS. TYPICAL ALL LOCATIONS. 3. PROVIDE CAULK AT ALL CABINET END PANELS WHERE MEETS INSTALLATION SURFACES. IF JOINT EXCEEDS J" WIDE INSTALL TRIM Mot -DING TO MATCH CABINET FINISH AND CAULK.. 4. PROVIDE ADDITIONAL FRAMING FOR OUTLETS AS REQUIRED TO MOUNT IN POSITIONS AS SHOWN. 5. PROVIDE INSTALLATION KIT WITH COOK TOP, CUT OUT COUNTER FOR COOK TOP TO MAX 1/2' TOLERANCE. SECURE CABLE TO BACK OF CABINET BEHIND SHELF. INSTALL SECURELY. 6. CAULKING TO MATCH COLOR OF LAMINATE TOP. 1. ALL ACCESSIBLE BLOCKING TO BE WOOD BETWEEN STUDS 8. PROVIDE VINYL BASE AT BOTTOM OF ALL EXPOSED PORTIONS OF CABINETS AS WELL AS AROUND WALLS. VINYL BASE TO BE FURNISHED FROM ROLL STOCK INSTALLED IN THE LONGEST LENGTHS POBBIBLE WITH INSIDE AND OUTSIDE CORNERS SECURED TIGHTLY TO WALL SURFACES i VINYL BASE CONCRETE BASE COMMERCIAL WASHER. PTL. 5/A3.3 WASHER DOOR TO BE STA LAUNDRY ONS �D ON RIGHT SIDE \ FLOOR ABOVE FRAME AS REQUIRED OVERHEAD 5/8' TYPE "X' DOOR HOOD GYPBP OVI=R RE51LENT CHANNELS V_V���CEILING 5/8" TYPE "XGYP51D OVER RESILENT CHANNELS OVERHEAD DOOR SECTION 2 1-1/2° If - ON 5'-0' 3'-1" ' o PROVIDE SLOGKINO AND TA -4A SHELF BLOGKING TO SUPPORT 2 WALL 5AFF-5 `' FDDIS GURTA INT j (---HEADPLATE OVERHEAD DOOR JAMB 1 3' + I ON _ 17 OFFICE ELEV. THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, 6PECIFIGATION5, SUBSTITUTIONS, CLARIFICATIONS, [31DPFRS LISTS, 51P DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: ,JOEL PALMER 941-920-2643 FAX 407-114-6691. ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 PRINTS ISSUED 4/4/01 FOR PERMIT J09 NO.drawn: TLE 06045.2 checked:IrP INTERIOR ELEVATIONS ` 6VI% Ir (�c copyright 2007 VALUE PLACE e"J W PRINTS ISSUED 4/4/01 FOR PERMIT J09 NO.drawn: TLE 06045.2 checked:IrP INTERIOR ELEVATIONS ` 6VI% Ir (�c copyright 2007 VALUE PLACE x 0 x i i d y E V L 0 CD 2T 0 0 0 0 O v Q 0 0 o E - 0 - o 2 0 V Cn WIro' RAPIDS CLOSE END W/ 1/4" PL. ,9 OFF - STRINGER SEAM -- SEE 5TRUCT. PAINT EXPOSED STEEL UNDER LANDINGS AND BOTTOM OF STAIRN AND STRINGERS STAIR AT LANDING 1I/2 1 ,1 A ON NOTE: STAIRS SHOWN DIAGRAMMATICALLY - SEE STRUCT. 3/f6' RADIUS 2' CONC_ FILL IN 12 GA. STEEL PAN 3x3x1%.' CLIP ANGLES WELD To STRINGER AND ANCHOR TO FLR i WITH EXPANSION ANCHORS 211,11' ' i CLOSE END WITH � 114' PL. Q i FLOOR FINISH AS i SCHED. T.O. GONG. i EL. - 100'-0" Al. FLOOR A RINGANCHORING. 11/211 11 ON NOTE: 6TAIR6 SHOWN DIAC-0RAMMATIGALLY - SEE STRUCT. Ah.1 1 1/2O.D. HANDRAIL, PAINTED I I WIRE MESH FABRIC WELDED TO 3/4' ANGLE I WELPEP TO 1 1/2" OD. GUARD RAIL, PAINTED I I BTL. STRINGER, PAINTED PAINTED ANGLE - I SEE 5TRUCT. CONG. LANDING SLAB ON FORM DECK - SEI= STRUCT. v A., X BEAM - SEE 5TRUCT: STL. STRINGER PAINTED IT EXPOSED EEL RISERS, iTRINGER5 4 ,RD RAILING FLR. 1 -IN. REF SCHEDULE ANGLE -5EE 5TRUCT.— SLAB ON FORM DECK - SEE 5TRUCT_ PROVIDE GALV. BREAK MTL. J015T5 - PAINT EXPOSED METAL WD STUD WALL (2) LAYERS OF PAINT BOT. OF 5/8" F.C. GYP. BD. STEEL STAIR EA. SIDE STL COL. SEE STRUCTURAL. STAIR AT LANDING 0/2� ,{ A ON LANDING AT WALL. I I'/,I _ 11 0I NOTE: STAIR6 SHOWN DIAGRAMMATICALLY - SEE STRUCT. ;TI=: STAIRS SHOWt�T DIAGRAMMATICALLY - SEE STRUCT, PLUME3ING (2) LAYERS OF GYP BD. TO CHASE WALL PROVIDE 2 -HR. WALL CON�I�lJ2.Z.a.tION 1281 cm -51D. — SOUND BATT INSULATION — 2x4 WD. STUDS I III iii NOTE: STAIRS SHOWN DIAGRAMMATICALLY - SEE 5TRUCT. ADDITIONAL 5TUD AS RHaUIRED 11/2' GYP51D. FIRI= BLOCKING AT 10' MAX. HORIZ. AND VERT. No," GYPBD. ON RESILIENT CHANNELS AT 24" O.C. O TYP. STAIR WALL OFFSET. 1'xl'x1l8' DIA. s1 WIRE MESH FASRIG 5 � N STAIR AT. TOP LANDING 1/ 1 1 la 1 ON NOTE: .5TAf 6 SHOWN IAGRAMMATI ALLY- 5EE STRUCT. II 4 </' a. WD STUD LAYERS GYP. 13D SIDE ANGLE - STRUCT. CONC. Li ON FOR SEE STRI BEAM 6TRUCT. WD JOI$1 STRUCTURAL LANDING GUARDRAIL 11/2 of LANDING AT WALL 1'/2 � _ I � / _ z NOT _ � STAIRS SHOWN pIAGRAMMATICALLY 5EE 6TRUCT. NOTE: STAIRS SHOWN DIAGRAMMATICALLY - 5EE 5TRUCT. SET STUD WALL BACK BY 13/16" TO ALLOW FOR BREAK MTL. U__ SECURED TO P4 ADJACENT WALL SURFACES TO COVER ANY 1 OPEN GAPS BETWE=EN STAIR LANDINGS AND ! WALLS. SET STUD WALL BACK 15Y 1/8' TO (- ALLOW FOR FINISHES. STAIR ® FIRST u) 1L NOTE: STAIRS SHOWN DIAGRAMMATICALLY - SEE ISTRUCT. 2' CONC. FILLED 12 GA. STAIR PAN PROVIDE GALV. BREAK MTL. 5ECUREP TO ADJACENT WALL SURFACES TO COVER ANY OPEN GAPS P4 pETWEEN STAIR LANDINGS AND WALLS. STAIR m SECOND 0w — THIRD — ON I ;'� i r�►' s��,r I.h H � V ASSEMBLY; DOOR BEYOND • :11111291111::SIi1111i..:m -. I111i...7:2:5::: _!!!!!_!!!!!!!:::{{ :::::::::::::::: :...•:...11::::::::::::::::::::::::::m:::::: I'M:::i:.......:::::::::� .........:........ .. 272..22.7 !it !'!;II;;i;!;;'.;;;;;;;ii;11:::=:::_:•::•::1:::::721322SC7� �:::::;2 ■ � �- SCHEDULED ::•:::::::: .:.:............. ...7,72,8•••• .....2.5.2227m:,nn NIH::711;1 u. ...2,2.2•••• ...==.:::::_:_::::....._...!... i!i!lliii!!{!!:::::::::::::::::::11{{1!1=!!!!ufflusi 21!22122{:11:1!2:!21!!1 1 7777::: •••772:::::::L•: ..::...:........... - ...112211111111::•::............••••••1•••••:••••s::;:I;lilll:: !;;111:::is.•••.7:............... , ::_::::::L•::::::L:::1111:L::::::::::::::::::::=:LI....: ...2::m n:::2:::::••:•'•••••••••••• ...S7.SISS:S::: M! ..... ::::::::::::::................. SIS ...7.....f.....m...... FIROVIDE - a r • WALL 777;7!III::::::Il.................i.{572nf::::::::L• i;i;;{.!.....;;{;; BRACKET I I I OO- Ak . mm 11/2 1 STL. PIPE .—. r LANDING• CONC. DECK H In i EMTL. ■ IN .2 -HR STAIR PARTITION ELI- NIP mim! TYPE - -—, pill JOISTS E STAIR m SECOND 0w — THIRD — ON I ;'� i r�►' s��,r I.h H � V ASSEMBLY; DOOR BEYOND • :11111291111::SIi1111i..:m -. I111i...7:2:5::: _!!!!!_!!!!!!!:::{{ :::::::::::::::: :...•:...11::::::::::::::::::::::::::m:::::: I'M:::i:.......:::::::::� .........:........ .. 272..22.7 !it !'!;II;;i;!;;'.;;;;;;;ii;11:::=:::_:•::•::1:::::721322SC7� �:::::;2 ■ � �- SCHEDULED ::•:::::::: .:.:............. ...7,72,8•••• .....2.5.2227m:,nn NIH::711;1 u. ...2,2.2•••• ...==.:::::_:_::::....._...!... i!i!lliii!!{!!:::::::::::::::::::11{{1!1=!!!!ufflusi 21!22122{:11:1!2:!21!!1 1 7777::: •••772:::::::L•: ..::...:........... - ...112211111111::•::............••••••1•••••:••••s::;:I;lilll:: !;;111:::is.•••.7:............... , ::_::::::L•::::::L:::1111:L::::::::::::::::::::=:LI....: ...2::m n:::2:::::••:•'•••••••••••• ...S7.SISS:S::: M! ..... ::::::::::::::................. SIS ...7.....f.....m...... FIROVIDE - a r • WALL 777;7!III::::::Il.................i.{572nf::::::::L• i;i;;{.!.....;;{;; BRACKET I I I OO- Ak . mm 11/2 1 STL. PIPE .—. r LANDING• CONC. DECK i EMTL. ■ .2 -HR STAIR PARTITION ELI- NIP mim! TYPE - -—, JOISTS E r II BEAM PER — THIRD -FLOOR, 11 i I I I I . ���AAa� ■ ■ PROVIDE INTrf i D i I1 � � WALL 5 PROVIDE INTERMEDIATE WALL 5EE STRUCT.____1 BRACKET SECOND •- w e PROVIDE • J. 1 ;11:11-- ,5,,,,,,,,7,111221111111,111 11111 111 l;utf7nftfn , ! !! ...!1:771 i.,min2mm7== 11122•l;ii; if 777 ;;1 1;;!;;2221112!!12!E li!!!!11!l11111111l22„ 217„111 —� RAILING TO f3LOCf 15'111122211�111111221��illlilllllllillllllllllllllllll 7777: unaunn u,ne••:•..-us»s1,s111s2AREA !21111:::,:::::........, f a 2522;2..„at{„ssslist: '{{i{(211111Ei111121f2al,su:n:,na.n::fs:::s: 5OW 5TAI . i7il7:Samnmin 1 , t .:;;2: ,7 n5t,mma,1,22111,1211112t12l1! Il12{{{{{{i112111,f1„a,5„mf„::,::2::2:::• ::::...f3fI it's 1. 5,5 11 2111!! •••;n nmm15LSl1!!!i!!!Illl!!!l11;1.,an ifs amen , i;7f121,sn1 ...{!11111111lIIl111111113111112,Iam5, :• 2 {{•• ...2!!1»mmnal{I!!illltilllllpltllilt1111; ....................� . :, _ ,WWI !;!i;;�='1•••1:2:::............22:572......'=:212 2......::::::_:::::::::::L':L:::::L: ►".�.� _ _ iin FOUNDATION CROSS ., INSULATION O _-I (--GONG. FNPN. PER 5TRUCT. R OFF I■ ■ NOTE: STAIRS SHOWN DIAGRAMMATICALLY - SEE 5TRUCT. m t i PROVIDE GALV. BREAK MTL_ SECURED TO ADJACENT WALIP4 SURFACES TO COVER ANY OPEN GAPS BETWEEN STAIR LANDINGS AND WALLS_ a STAIR -FOURTH cnFLOOR PLAN. '44 a a I I all m' SECTION II NSUVY21LAT1MnI''_N ON � g , 11 _ ON CONC. FNDN. - SEE 5TRUCT. NOTE: STAIRS SHOWN DIAGRAMMATICALLY - 512E 5TRUCT. THE ARCHITECTS ANP ENGINEERS WILL NOT BE INVOLVED WITH 131PPING AND NEGOTIATION PL>=A5E DIRECT ALL GUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, 5U135TITUTION5, CLARIFICATIONS, I31DDER5 LISTS, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 94.1-920-264.3 FAX 40-1-1-14-669-1. ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 67201 h 316.262.4700 fx 316.262. 0002 I.h H i ELI- NIP mim! a STAIR -FOURTH cnFLOOR PLAN. '44 a a I I all m' SECTION II NSUVY21LAT1MnI''_N ON � g , 11 _ ON CONC. FNDN. - SEE 5TRUCT. NOTE: STAIRS SHOWN DIAGRAMMATICALLY - 512E 5TRUCT. THE ARCHITECTS ANP ENGINEERS WILL NOT BE INVOLVED WITH 131PPING AND NEGOTIATION PL>=A5E DIRECT ALL GUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, 5U135TITUTION5, CLARIFICATIONS, I31DDER5 LISTS, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 94.1-920-264.3 FAX 40-1-1-14-669-1. ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 67201 h 316.262.4700 fx 316.262. 0002 PRINTS ISSUED 4/4/07 FOR PERMIT A8/22/01 ADDENDUM #1- CITYCOMMF-NTS 06045.2 checked: CP STAIR PLANS, SECTIONS, AND DETAILS 0XV111 Q copyright 2001 VALUE PLACE I I.h H PRINTS ISSUED 4/4/07 FOR PERMIT A8/22/01 ADDENDUM #1- CITYCOMMF-NTS 06045.2 checked: CP STAIR PLANS, SECTIONS, AND DETAILS 0XV111 Q copyright 2001 VALUE PLACE I FIRST FLOOR F :IN6 •HME LIER G;ENEf;�,)AL ELEVATOR NOTES: THE ELEVATOR AND ELEVATOR ROOM ARE BASED ON AN 'OT15' LVM2500 SYSTEM_ PLASTIC LAMINATE FOR CAB 15 "BEIGE PAMPAS 41710-60' PAINT FOR DOOR IS 'REAL WHITE, EW -0" PAINT FOR FRONT OF CAB 15 'PURITY, EW -I' LADDER DETAIL. 14 Q 11 -O ELEY. DOOR E3Y ELEV. -I MFR. COORDINATE INSTALLATION OF SILL W/ FIN. FLOOR EL. PRIOR TO PLACEMENT FINISH SILL BY ELEV. MFR CONT. L4x4x5/16 CONTINUOUS W/ 3/4' ANCHORS AT 32" O.G. FASCIA BY ELEV. MFR x ENT 1'-1 1/4' IPtR ELEY. SUPPLIER UPPER FLOORS. OELEV. PLAN I441 IN 11 — ON BOLTS INTO BLOCKING W/IN WALL 4CHOR - 2 Hf,?- RATED CMU RE TO WALL BLOCK WALL V CLIP ANGLES )CATIONS) 'IT LADDER ELEVATOR GUIDE RAIL BEYOND !a' STEEL RAILS CMUI WALL FASC ELI=) COV ELEN FRAP ELEN ELEN BY E MFR 5LA5 EDGE ANGLE (REF. TO 5TRUCT.) O WALL SILL, 1 m CMU WALL 51LL TERr JAME EL..3=1 BY E MFR CMU WALL FINISH FLOOR (REF_ TO SCHED.) FLOOR SYSTEM REF. TC 5TRUCT. CMU BLOCK WALL 2x4'a m IWO.C. 5/5, GYP13D. 2x HEADER HEAD O JAMBS. O ELEVATOR OPNG. PAINTEEP C-sYPE31D OVER BLOCK SUTTON TYP. ELEVATOR. TOWER SECTION. r THE ARCHITECTS AND ENG=INEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SUB5TITUTIONS, CLARIFICATIONS, 5IDDER5 LISTS, BID DUI~ DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2643 FAX 40-1-114-669-1. `�..... M.:. ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 W U Q� pC J •:4 'E'EL RUNG WITH I I SLIP FINfSN a ;. PIT LAPPNR ANCHOR I D ALL WELDS I� )TH, PRIME AND I r EXPAN510N ANCHOR 4 BOLT ' ' ..I .a )E1R 13Y I OR FACTURE WATERPROOFING MEME3RANE 4 PROTECTION 133OARD CONTINUOUS WATER q 'la : 4" t3AiRiRIER SEAL a 47 0 1•a o :q 4 d . .•a LADDER DETAIL. IN : II — 00 CMUI WALL FASC ELI=) COV ELEN FRAP ELEN ELEN BY E MFR 5LA5 EDGE ANGLE (REF. TO 5TRUCT.) O WALL SILL, 1 m CMU WALL 51LL TERr JAME EL..3=1 BY E MFR CMU WALL FINISH FLOOR (REF_ TO SCHED.) FLOOR SYSTEM REF. TC 5TRUCT. CMU BLOCK WALL 2x4'a m IWO.C. 5/5, GYP13D. 2x HEADER HEAD O JAMBS. O ELEVATOR OPNG. PAINTEEP C-sYPE31D OVER BLOCK SUTTON TYP. ELEVATOR. TOWER SECTION. r THE ARCHITECTS AND ENG=INEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SUB5TITUTIONS, CLARIFICATIONS, 5IDDER5 LISTS, BID DUI~ DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2643 FAX 40-1-114-669-1. `�..... M.:. ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 W U PRINTS ISSUED 4/4/07 FOR PERMIT 1 8/22/07 ADDENDUM #1- CITY COMMENTS 2 10/05/01 ADDENDUM #2 - CITY COMMENTS JOB NO. drawn: TLE 06045.2 checked: CP REF. ELEVATOR LOBBY PIANS, SECTIONS, AND DETAILS ZF JAL -1 ' © copyright 2007 VALUE PLACE Q� pC J az PRINTS ISSUED 4/4/07 FOR PERMIT 1 8/22/07 ADDENDUM #1- CITY COMMENTS 2 10/05/01 ADDENDUM #2 - CITY COMMENTS JOB NO. drawn: TLE 06045.2 checked: CP REF. ELEVATOR LOBBY PIANS, SECTIONS, AND DETAILS ZF JAL -1 ' © copyright 2007 VALUE PLACE C7 i i N E L SC), U O 0 0 0 N o - 0 0 CJ O 'v E i= 0 o _ 47 U U V) VARIES OIL REF. SCHD. ONE HOUR FIRE RATED ASSEMBLY PER 3/A8-3 WITH 34" GYPCRETE TOPPING MINIMUM 3 1/2' GLASS F15FR MIN R30 IN5ULALTION OR APPROVED EQUAL INSULATION: SEE DETAIL 2/A8.1 5/a' F.C. GYP. BD. ON 3'/2' WOOD STUDS 'HARDIPLANK' LAP 61DING ON 5TRIIGT. SHEATHING WITH BUILDING WRAP AND BATT INSULATION WALL BASE REF. FIN. SCHD. FIN. FLOOR REF. FIN. SCHD. FIN.I=LR I 1001-01 P1 EXT. WALL ASSEMBLY UL DESIGN NO. 056 FLOOR/CEILING A66EMPLY TJI MCMILLEN TRU55 J015TS: A55EMBLY F NER-200 SEE DETAIL: 3/A8.3 ONE HOUR FLOOR ASSEMBLY PER 3/A8-3 WITH 3/4' GYPCRETE TOPPING --i MINIMUM 3 1/2' GLASS FIBER MIN R30 INSULALTION OR APPROVED EQUAL 31/2' SOUND BATT INSULATION 5/a" FG. GYP. BP. ON 3'/2' WD. STUD CMU BLOCK WALL SEE STRUCTURAL WALL PASE REF. FIN. SCHD. FIN. FLOOR REF. FIN. SCHD. 12- P6 TTP. 2 HR RATED ELEVATOR/5TORAGE WALL UL DESIGN NO. U905 SIMILAR TO P6 EXCEPT D PARALLEL TO WALL SEE DETAIL: 6/A8.4 2x8 WD. J015T WITH 3/4' T 4G PLYWOOD DECK AND 3/4" GYPCRETE TOPPING (2) LAYERS OF 5/e" F.C. GYP. PD. MINIMUM 3 1/2" GLASS FIBER MIN R30 INSULALTION OR APPROVED EQUAL 31/2' SOUND BATT INSULATION SUITE 51PE 5i8' GYPBD. STUDS SOUND BATT VARIES 5OUNP BATT 1/2' RESILIENT FINISH 2x4 WD. STUDS CHANNEL 1/2' 5ZE5ILIENT INSULATION \ / CHANNEL REF. SCHD. F�- �5E A4 WALL BASE 111/2' GYPBD. FIRE / \ I OHE HOUR FLOOR 2x4 WE). STUDS s 1 LAYER /a \z / GYPBD. _ _ T ASSEMBLY PER ADDITIONAL. STUD 2X4 WOOD RESILIENT CHANNELS \ / STUDS 3/AO-3 WITH 3J' AS REQUIRED PSA / ' FIN. FLR SOUND F3ATT 6B 1001-0' 4 GYPGRETE TOPPING COORDINATE 6B /\ FRAMING WITH 1/2" GYPBD- FIRE UA PLUMBINGRESILIENT / \ C-cYPBD. MINIMUM 3 1/2" GLASS BLOCKING AT 10' CORRIDOR WALL ----- STRUCTURAL TYP. SUITE PARTITION WALL - 1 HR. A55EM5LY UL DESIGNP3A FIBER MIN R30 MAX. HORIZON. FOR MAX. NO. U311 RATING WITH STC RATING DF 5 0 OR 2X6 AT PUBLIC RESTROOM/STAFF P P 3 - - - - - - - - - - - INSULALTION OR AND VERT. FLOORICEILINCa ASSEMBLY UL *U305 MECHANICAL-ELECTRICAL/GUE5T 1/z APPROVED EQUAL. r,/a' GY . ON " PBD AT CORRIDOR: IBC 2003 P3B TTP. SUITE PARTITION WALL AT 1 -HOUR LAUNDRY RESILIENT CHANNIELS AT 24' O.C. STC: 56 SHEATHING - RE: P2 STRUCTURAL 31/2' SOUND BATT CORRIDO F.G. GYP. k3D. INSULATION UL *U311 SIDE ON 3'/zD ' WOO1-HOUR STUD F.C. GYP. 13p. STC: 59 ON V/211 WOOD SEE DETAIL: I/A8.3 FIN. SCHD. FIN. FLOOR REF. FIN. SCHD. P7 TTP. 2 HR. RATED ELEVJCORRIDOR WALL UL DESIGN NO. U905 --� _.--&EE-PE-ZA11,e-6/ FIN. FLOOR REF. FIN. SCHD. ' 100'-0' P8TTP. INTERIOR DEMISING WALL AT BATHROOM UL PE51GN NO. U305 5EE DETAIL: 2/453 NOTES: 1. SEE INTERIOR ELEVATIONS AND FINISH SCHEDULE FOR FINISHES, TRIM ,AND PANELING. 2. SEF FLOOR PLANS AND ENLARGED PLANS FOR LOCATIONS OF VARIOUS PARTITION TYPES. 3. IN 50ME INSTANCES 60ME PARTITION TYPES SHOWN HERE WILL BE SHEARWALLS WITH OSB SHEATHING EVEN THOUGH THEY ARE NOT CALLED OUT AS SHEARWALLS IN THE SCHEDULE - SEE STRUCTURAL PLANS FOR LOCATIONS AND NAILING INFORMATION. 4. IF ANY DISCREPANCY IS FOUND BETWEEN PARTITION TYPES SHOWN ON THE ARCHITECTURAL PLANS AND 5HEARWALL LOCATIONS INDICATEP ON STRUCTURAL PLANS, THE STRUCTURAL PLANS SHALL GOVERN. 5. REF. STRUCTURAL PLANS FOR NUMBER OF STUDS AND SPACING AND SPACING REQUIREMENTS 6. REF. STRUCTURAL PLANS FOR SHEAR WALL LOCATIONS. WHERE SHEAR WALL OCCUR, PLYWOOD SHEATHING SHALL BE ON THE ROOM SIDE -1. ALL PARTITIONS TO BE FULL HEIGHT U.N.O 8. 3TC RATING BASED ON 15TH. ED. GYPSUM ASSOC. FIRE= RESISTANCE DESIGN MANUAL AND SOUND, NOISE AND YIBRATION CONTROL BY LYLE F. YERGES. 9. ALL PENETRATIONS TO BE CAULKED WITH FIRE SEALANT ON ALL REATED CORRIDORS AND PARTY WALLS.. 10. MOISTURE RE61STANT IN ALL WET AREAS �/a" GYPBD. STUDS SOUND BATT MINIMUM 1/2' RESILIENT FINISH 2x4 WD. STUDS CHANNEL 1/2' 5ZE5ILIENT ADDITIONAL STUD \ / CHANNEL / F�- �5E A4 WALL BASE 111/2' GYPBD. FIRE / \ I REF. FIN. SCHWALL 134SE REF. D. s 1 LAYER /a MAX. HORIZON. FIN. SCHD. GYPBD. _ _ T FIN. FLOOR REF. FIN. FLOOR REF. 2X4 WOOD RESILIENT CHANNELS -' FIN. SCHD. FIN. SCHD. STUDS PSA UL *U311 ' FIN. FLR SOUND F3ATT 6B 1001-0' 4 INSULATION COORDINATE 6B JA% FRAMING WITH P2TYP. CORRIDOR WALLP TYP. INTERIOR PARTITION WALL (OMIT I LAYER �'a' PLUMBINGRESILIENT CHANNEL AND INSULATION) C-cYPBD. REF' CORRIDOR WALL ----- STRUCTURAL TYP. SUITE PARTITION WALL - 1 HR. A55EM5LY UL DESIGNP3A MAX. HORIZON- ORIZON.AND FOR MAX. NO. U311 RATING WITH STC RATING DF 5 0 OR 2X6 AT PUBLIC RESTROOM/STAFF P P 3 SPACING 2 X CrtR1=ATER LAUNDRY AND 6 FRAMING FLOORICEILINCa ASSEMBLY UL *U305 MECHANICAL-ELECTRICAL/GUE5T 2x4 WP. 5TUD5 AT CORRIDOR: IBC 2003 P3B TTP. SUITE PARTITION WALL AT 1 -HOUR LAUNDRY 60 TAESLE -120.1 (3) ITEM *22-1.1 5HEARWALL CONDITION - 1 HR RATING STC: 56 SHEATHING - RE: SEE DFTAIL: 3/A83 WITH STC RATING OF 50 OR GREATER STRUCTURAL 5/a" GTPF3D. SEE DETAIL: 2/483 P 3 UL DESIGN NO. U311 UL *U311 SEE DETAIL: 1/483 2x8 WD. JOIST WITH 3/4' T4G PLYWOOD DECK AND 3/4' GTPCRETE TOPPING VARIES VARIES (2) LAYERS OF 5/a' F.C. REF. SCHD.REF. ScHp. MINIMUM3 1/2" GLASS ONE HOUR FLOOR FIBER MIN R30 FC. GYP. PD Y PER 3/48-3 P. ON A55EML INSULALTION OR APPROVED EQUALL 31/2' WD. STUD WITH 3/4' GYPCRETE TOPPING 31/2' SOUND i3ATT MINIMUM 3 1/2' GLASS INSULATION 31/2' SOUND FIBER MIN R30 2ND LAYER OF g/e' M.R. BATT INSULALTION OR CFYP. BD. INSULATION APPROVED EQUAL 6B 1/2" RE5ILIENT 613 PTD 5A5E LAYER OF 5/8' M.R CHANNEL NOTES 54,(2 F.C. GYP. BD. 5TAIR5 132, 232 332 432' 1 Al No' FC. GYP. BD. ON I PTD 2ND LATER OF 5/a' M.R 31/2' WP. 5T 1 GB GYP. RD. EA. SIDE I GB I PTD 00/6WT I N/A 1/2" RESILIENT CHANNEL BASE LAYERS OF $/a' M.R. FC. GYP_ 0D. ON 51/2' WD. SHOWER SURROUND STUD EA. SIDE 31/2' SOUND BATT SHOWER/TUB UNIT INSULATION CMU BLOCK WALL - 5HOWER SURROUND WALL BASE PER FIN. SCHD. SEE STRUCTURAL 6N0WER/TUB UNIT FIN. FLOOR REF, WALL BASE REP. FIN. SCHD. FIN. SCHD. FIN. FLOOR REF. FIN. SCHD. P7 TTP. 2 HR. RATED ELEVJCORRIDOR WALL UL DESIGN NO. U905 --� _.--&EE-PE-ZA11,e-6/ FIN. FLOOR REF. FIN. SCHD. ' 100'-0' P8TTP. INTERIOR DEMISING WALL AT BATHROOM UL PE51GN NO. U305 5EE DETAIL: 2/453 NOTES: 1. SEE INTERIOR ELEVATIONS AND FINISH SCHEDULE FOR FINISHES, TRIM ,AND PANELING. 2. SEF FLOOR PLANS AND ENLARGED PLANS FOR LOCATIONS OF VARIOUS PARTITION TYPES. 3. IN 50ME INSTANCES 60ME PARTITION TYPES SHOWN HERE WILL BE SHEARWALLS WITH OSB SHEATHING EVEN THOUGH THEY ARE NOT CALLED OUT AS SHEARWALLS IN THE SCHEDULE - SEE STRUCTURAL PLANS FOR LOCATIONS AND NAILING INFORMATION. 4. IF ANY DISCREPANCY IS FOUND BETWEEN PARTITION TYPES SHOWN ON THE ARCHITECTURAL PLANS AND 5HEARWALL LOCATIONS INDICATEP ON STRUCTURAL PLANS, THE STRUCTURAL PLANS SHALL GOVERN. 5. REF. STRUCTURAL PLANS FOR NUMBER OF STUDS AND SPACING AND SPACING REQUIREMENTS 6. REF. STRUCTURAL PLANS FOR SHEAR WALL LOCATIONS. WHERE SHEAR WALL OCCUR, PLYWOOD SHEATHING SHALL BE ON THE ROOM SIDE -1. ALL PARTITIONS TO BE FULL HEIGHT U.N.O 8. 3TC RATING BASED ON 15TH. ED. GYPSUM ASSOC. FIRE= RESISTANCE DESIGN MANUAL AND SOUND, NOISE AND YIBRATION CONTROL BY LYLE F. YERGES. 9. ALL PENETRATIONS TO BE CAULKED WITH FIRE SEALANT ON ALL REATED CORRIDORS AND PARTY WALLS.. 10. MOISTURE RE61STANT IN ALL WET AREAS �/a" GYPBD. GYPCRETE TOPPING SOUND BATT MINIMUM INSULATION FINISH 2x4 WD. STUDS / ADDITIONAL STUD \ / AS REQUIRED / F�- �5E /\ 111/2' GYPBD. FIRE / \ I 15LOCKINC-T AT 10' / \ MAX. HORIZON. �f AND VERT. _ _ T 5/a " T . G PPP O ' N 1/ a RESILIENT CHANNELS AT 24" O.G. PSA UL *U311 LIVING/SLEEPING 1 -+-JOUR 6B SEE DETAIL: I/A53 6B 5/8' GTPBP. ON 1/21 6B RE51L IENT 68 OWT CHANNELS AT 24" 8'-D" O.C. KITCHEN LVT-2 VINYL COVE 11/2' C�iP�3D.FIRE-------- ----- BLOCKING g 10' - - MAX. HORIZON- ORIZON.AND 6WT ANDVERT. \ / ADP. 5TUD AS \/ BATH LVT-2 VINYL COVE GB 2x4 WP. 5TUD5 \ INSULATION SOUND 60 BATT 05 GWT SHEATHING - RE: 8'-0" STRUCTURAL 5/a" GTPF3D. P 3 UL *U311 1 -HOUR 3TC: 59 SEE DETAIL. 1/A83 VARIES REF. SCHD. (1) LAYERS 5/8' FC. GYP. BD. ON 3'/2' WOOD STUDS FIRE RIDE AP SIDING -c ATHING )RAP AND FIN. P9TYP- CORRIDOR WALL AT BATHTUE3 CONDITION VARIES OIL CORRIDOR WALL ASSEMBLY UL REF. SCHD. DESIGN NO. U311 SEE DETAIL: 1/483 OR Pil TAIRRWETLLLL WRAED A LL ' ASSEMBLY - UL P 9A TRUSSES RUN PARAIMILAR TO P9 LLEL To WALL PT FLOOR DESIGN NO. U356 AND OMIT RESILIENT CHANNEL AND SEE DETAIL: 9/48.4 .a 2X BRACING FOR PARTITION 6 16" O.G. VARIES OL REF. SCHD. ONE HOUR FLOOR ONE HOUR FLOOR ASSEMBLY PER ASSEMBLY PER WITH 3/4' 3/AO-3 WITH 3/4' YARIES REF. SCHD. MINIMUM 3 1/2" GLASS FIBER MIN R30 INSULALTION OR APPROVED EQUAL. 3" SOUND BATT INSULATION (2) LAYERS OF 5/8' FC. GYP. BD. ON 3'/2' WD. STUD EA. SIDE II-uL - WALL BASE REF. V FIN. SCHD. FIN. FLOOR REF. FIN. SCHD. FIN. FLR. OL 100'-0' P4TYP. 2 HR PARTITION AT STAIRWELL/SUITE WALL UL DESIGN NO. U301 SEE DETAIL: 1/A8.4 P4AAT ELEV. EQUIP. ROOM VARIES REI=. SCHD. THE ARCHITECTS AND ENC�INI=ERS WI!!!r NOT 13E 2x8 WP. JOIST WITH 3/4' INVOLVED WITH BIDDING AND T4G PLYWOOD DECK NEGOTIATION --- � 3i4' GYPGRETE PL>✓ASE DIRECT ALL TOPPING QUESTIONS CONCERNING DRAWIN635, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, BIDDERS (2) LAYERS OF Sia' LISTS, BID DUE DATE, ETC. F.C. GYP BD. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL 31/2' SOUND BATT PALMER 941-920-2643 FAX INSULATION 40-I --I-f 4- Oro97. (2) LAYERS OF g/s' FC. GYP. 13P. ON 31/2' WD. STUD CONT. EA. gm NON SIDE a WALL BASE REF. FIN. SCHD. FIN. FLOOR REF. FIN. SCHD. FIN. FLR. 1/n1 1001-01 Id 1 I P5TYP. 2 HR. PARTITION AT STAIRWELL/COORIDOR WALL UL DESIGN NO. U301 FLOOR/CEILING ASSEMBLY AT CORRIDOR: IBC 2003 TABLE -120. (3) ITEM *22-1.1 SEE DETAIL: 3/A83 GYPCRETE TOPPING GYPCRETE TOPPING I LAYFR dF '/e' MINIMUM ROOly FINISH 5r_.,,HEDULE MINIMUM 3 1/2' 6;LA55 � a rn FIBER MIN R30 NO. ROOM NAME F�- �5E NORTH MATERIAL FINISH �AALLS SOUTH EAST MATERIAL FIN15H MATERIAL FIN15H ASST MATERIAL FIN15H GE I l� I NC MATERIAL HI=16HT REM�R � ALL OUE5T SUITES LIVING/SLEEPING GARPET VINYL COVE 6B SWT 6B SWT 6B SWT 68 OWT OB/6WT 8'-D" NOTES I, 3 KITCHEN LVT-2 VINYL COVE 68 GWT 65 OAT 68 6WT 60 6WT OB/GAT 8'-O" NOTES 2, 3 BATH LVT-2 VINYL COVE GB GWT GB GWT 60 GWT 05 GWT GB/GAT 8'-0" NOTES 2 3 STAIRS 5TAIR5 100, 200, 300, 400" 1 SLD. GONG. VINYL 68 PTD 65 PTD 6B PTD 613 PTD 6B/6WT N/A NOTES 54,(2 5TAIR5 132, 232 332 432' 51-0. CONC.1 VINYL I 6B I PTD I GB I PTI? 1 GB 1 PTD I GB I PTD 00/6WT I N/A NOTE5 5*, b ELEVATOR GAB ELEVATOR CAB L\/T-I VINYL PLAM PLAM PLAM PLAM LSC T-4.5" GROUND FLOOR 134 HALL LVT-1 VINYL 60 6WT 615 OAT 613 SAT 6B 6WT ACT -1'-10" REF: TILE PATTERN A/Ab.2 135 REGISTRATION LVT-I VINYL G5 OW 65 GWT OB GWT GB GWT GB/GWT 136 VENDINO AREA LVT-I VINYL 613 OAT GB OAT GAT PTD ACT 0 OFFICE GARPET VINYL GB 6WT GB OAT 6B GWT 6B GWT GB/GWT 6'-O" 138 ELEVATOR EQUIP. ROOM 5LD. CONC. - 60 PTD GB PTD GB PTD GB PTD 6B/PTD 13N REST ROOM LVT-I VINYL 68 FRP/6WT 6B FRP/6WT 65 FRP/6WT 65 FRF/OAT OB/6WT 6'-O" NOTES 2, 3, 46" FRP WAINSCOT 140 MEGH/ELEG. ROOM 5LD. GONG. - OB Pro GB PTD GB PTD GB PTD GD/PTD 141 DRYER LVT-I VINYL 6B SAT 6B 6WT 6B 6WT 65 6WT 60/6WT 142 GUEST LAUNDRY LVT-I VINYL OB GAT OB OAT 6B 6WT 613 OW 68/GWT 143 5TAFF LAUNDRY LVT-I VINYL 68 6WT 65 OAT 66 6WT OB GWT OB/GAT 144 CORRIDOR-,FT/L\/T-1 VINYL 613 6WT 6B OAT 65 OWT GB 6WT ACT '1'-10" 5ECON FLOOR 234 HALL LVT-I VINYL OB OWT GB GWT GB OAT 68 OAT AGT 240 ELECTRIC ROOM LVT-I - 68 PTD 65 PTD 65 PTO 63 PTD 65/1PTD 244 CORRIDOR GARPET VINYL 6B GA7 6B 6W7 6B 6W7 68 6WT AGT T' -IO" THIRD FLOOR 534 HALL I LVT-I VINYL GB GWT GB 6WT OB OAT 613 OAT ACT 340 GLEAN LINEN CLOSET I LVT-I - 65 PTD 6B PTD GB PTD 6B PTD OB/PTD 8'-O" 344 CORRIDOR CARPET VINYL 68 SAT 60 6WT 6B SAT OB 6WT AGT 1'-10" FOURTH FLOOR 434 HALL LVT-I VINYL 1 GB GWT Ob OAT 6B SAT GB GWT ACT 440 GLEAN LINEN GL05ET LVT-I - 0-5 PTD GB PTD GB PTD 65 PTD GBA ITO 444 CORRIDOR CARPET VINYL I 68 6WT GB OAT GB GWT GS GWT ACT N15H 5GHEDULE ABBR'EVIAT1ONS LEGEND NOTES ACT GWT GONG. GT GH LVT GFT PTD GO U.N.O. VCT FRP PLAM L5G ACOUSTICAL CEILING TILE - 2'X 4' LAY -IN 6YP5UM WALL TEXTURE FINISH - SPLATTER CONCRETE GERAMIG TILE 6YP5UM HOARD LAMINATE VINYL TILE (KAR4-,)FAN)-5EE 5PEGIFIGATION5 CARPET PAINT D G TE UNLE55 OTED O _RWI5E VINYL GOMP051TION TILE FIBERGLASS REINFORCED PANEL PLASTIC LAMINATE LEXAN SUSPENDED GEILING I. 2. 3. 4. * 6. POWER STRETCH ALL GARPET ANP GLUE DOWN. MOISTURE RESISTANT GYPSUM BOARD AT WET WALLS. SEE 1/4" PLAN5 AT 6UE5T SUITES, SHEET A4.1 INTERIOR PAINT COLOR: "5AI116" PRODUCT 206 LATEX E/5 M D G AN TUR T 4T OR TO GEIl NLY STAIR TOWER WALLS TO BE PAINTED SAME COLOR A5 INTERIOR WALLS WITHOUT THE TEXTURE FINISH. PAINT STEEL 5TAIR, STRUCTURE, TREADS AND RAILINGS BROWN TO MATCH POOR FRAMES WITH PROPUGT APPROVED FOR APPLICATION OVER METAL. GYPCRETE TOPPING GYPCRETE TOPPING I LAYFR dF '/e' MINIMUM FIRE RESIST. GYPf3. D 3 1/2" GLASS MINIMUM 3 1/2' 6;LA55 � a rn FIBER MIN R30 FIBER MIN R30 '/a' RESILIENT IN5ULALTION OR IN5ULALTION OR GHNL. APPROVED EQUAL APPROVED EQUAL 3'/2 " SOUND BATT INSULATION 5/0' F.C. GYP. BD. ON 31/2' WOOD STUDS WALL BASE REF. FIN. 6CHD. FIN. FLOOR REF. FIN. SCHD. FIN. FLR J, 311/2' SOUND C3ATT INSULATION 5/a' F.C. GYP. BD. ON 31/2' WOOD STUDS WALL BASE REF. FIN. SCHD. FIN. FLOOR REF. FIN. SCHD. FIN. FLR 2x4 Of STUDS SOUND IN5UL. 2x4 WE I LAVE GYPE3 SUITE 51DP LAUNDRY SIDE SEPARAT ON TEUL "U341RNO 1 -HOUR TYI-. NON SEE DETAIL: 8/48.4 P12 PAR TIO WA L AG I TU5/5HORWER "BUMP P12A TYP. NON BEARING INTERIOR PARTITION WALL AT TUB/SHOWER BUMP 0 OUT" NON -RATED OUT' NON -RATED "HARPIPLANK' SIDING WEATHER BARRIER: "TYVEK COMMERCIAL WRAP' 15 P4515 OF DESIGN EXTERIOR SHEATHING: SEE STRUCTURAL GALV. DRIP EDGE NOTE: SEE COYER SHEET FOR FL. B.C.I.S. PRODUCT APPROVAL NUMBERS. NOTE: NOT ALL CORNER GUARDS ARE SHOWN ON THE DRAWINGS. PROVIDE CORNER GUARDS ON ALL OUTSIDE CORNERS WITHIN THE BUILDING. SEE SHEET A4.1 FOR SPECIFICATION GLASS BATT INSULATION SEALANT VAPOR BARR[ER/RETARDER 5/e" FIRE RATED GYP. BD. (WATER RESIST. AT WET AREAS) TYP. ERCT. WALL NTS. UL # 356 SEE pr=TAfl_ c5/A'0A ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 67207 ph 316.262.4700 fx 316.262.0002 PRINTS ISSUED 4/4/07 FOR PERMIT A 8/22/07 ADDENDUM #1- CITYCOMMENTS JOB NO.drawn: TLE 06045.2 checked: CP PARTITION AND FINISH SCHEDULES D ETAI LS r IVa copyright 2007 VALUE PLACE J � a rn � PRINTS ISSUED 4/4/07 FOR PERMIT A 8/22/07 ADDENDUM #1- CITYCOMMENTS JOB NO.drawn: TLE 06045.2 checked: CP PARTITION AND FINISH SCHEDULES D ETAI LS r IVa copyright 2007 VALUE PLACE WEATHER SHIELD OVER SHEATHING HARD I - BOARD 51DINCa OVER 1✓DUILDING WRAP (TYVEK COMMERCIAL WRAP) ' HARD[ -BOARD -TRIM DONT. DRIP CONTINUOUS 1/4" JOINT SEALANT W/ PACKER ROD (TYP.)- CONTINUOUS 1/4" JOINT SEALANT W/ BACKER ROD (TYP.) 1/4' WIDE CAULK JT. GYP. DD. RETURN CORNER BEAD CONTINUOUS 1/4' JOINT SEALANT W/ BACKER ROD (TYP_) HARD I - F30ARD SILL W/ SLOPEP TOP WEATHER SHIELD OVER SHEATHING HARD I -BOARD SIDING CONTINUOUS 1/4' JOINT Sr=ALANT W/ BACKER ROD (TYP.) . CONTINUOUS 1/4' JOINT z SEALANT W/ BACKER ROD (TYP.) HARD I -50ARD SIDING OVER BUILDING WRAP (TYVEK COMMERCIAL WRAP) PER STRUCTURAL • 17 JAMB A HEADER PER 5TRUCT. 5/8' FIRECODE GYP. BD. GYP. DP. RETURN CORNER BEAD GYP. BD. JAMB BEYOND 1/4' WIDE CAULK JT. �- HARDI-1330ARD TRIM HARDI-E30ARD / SIDING WEATHER SHIELD OVER SHEATHING BATT INSULATION VAPOR RETARDER ._.__._....- 5/8' FIRECODE GYP. 5P. GYP. DD. JAMB BEYOND 1/4' WHITE CAULK J.T. 3/4" P -LAM SILL GRAND V I EW PRODUCT OR EQUAL 1/2' RADIUS 2 2'x4" HEADER 5/8" FIREC.ODE GYP. BD. FLASHING: PER MANUF. DETAILS RIES, SEE BELOW ARCHITECTURAL GRILLE COLOR TO MATCH SIDING THRU-THE-WALL PTHC UNIT COORDINATE LOCATION OF SLEEVE PER FLOOR (DO NOT PAINT) NOTE: PTACS ON FIRST =1I FLOOR TO PROJECT 3" j OUTSIDE EXCEPT IN ROOM y> 0143. PTACS ON 2ND -4TH FLOORS PROJECT NO MORE I THAN 11/4' INSIDE ROOMS a;l �,s .. . I. .... ;,i,� EMIR NOTE: 1. ALL WINDOWS ARE LEFT TO RIGHT SLIDERS 11-41 PROVIDE MANUF. DOOR AS MOLDED BLACK STOPS TO LIMIT �,t SIDES. 5ELF-ADHI✓51VE 4 PLASTIC WINDOW WINDOW OPENING DETAIL 2/AO.1 SHUTTERS. PROVIDE TO A MAXIMUM ,,,,,,,,,,,,,,;,,,,,,,,,,,,,;,,;;;;;;,c,;;;,,,,,,,,,,,,..-7=1...-;;;.,;,,;;;.,,,,;,,,;,,,:,,,,.,,,,,.,,-,,.,..,...............,....a,,;:;;;a WITH LOUVERED OF 4' a JAME35 APPEARANCE DOOR INTERIOR SIDE MANUF. 'KESTREL' OR ALUM. 4 GLASS APPROVED EQUAL TRIM: WHITE W/ FIBER FILLER To ExCEHP 1/2' IN. TO WINDOW REMAR<5 SHUTTER WINDOW TYPE. ELEVATION ON ON 5/8' FIRECODE - GYP. BD. OVER VAPOR BARRIER HEADER PER STRUCTURAL - ALUMINUM FRAME - ALUM. 4 GLASS DOOR AS SCHED. NOTE: FLASHING AROUND k DOOR AS WINDOW PERIMETER ALL 4 SCHED. (PTD.) �,t SIDES. 5ELF-ADHI✓51VE 4 INSULATION: SEE TAPE, INSTALL PER MANUF. w DETAIL 2/AO.1 INSTRUCTIONS AND DETAILS ,,,,,,,,,,,,,,;,,,,,,,,,,,,,;,,;;;;;;,c,;;;,,,,,,,,,,,,..-7=1...-;;;.,;,,;;;.,,,,;,,,;,,,:,,,,.,,,,,.,,-,,.,..,...............,....a,,;:;;;a DOUBLE STUDS HARDWARE a JAME35 SCHEDULE DOOR INTERIOR SIDE ALUMINUM FRAME - ALUM. 4 GLASS 1/2' EXP. JT. DOOR AS SCHED. SHEATHINGJIM G SIL L 0 1� i SLIDER WINDOW 6nG 3 x L 1- LINE OF EXT. STUD WALL ( INTERIOR) EXTENSION OF SLEEVE To EXTERIOR 1ST FLOOR ®'r Art ®1 ®W T PTHC 51-EEVE E i= HARD I -BOARD 'HARP I PLANK' SIDING �-- CONT. DRIP �-- 'HARDIPLANK' TRIM CONT. 1/4' JOINT W/ SEALANT OVER BACKER RDD HEAD 15 HARD I -DOARD 'HARD I PLANK' SIDING INC i-- 'HARDIPLANK" TRIM CONT. 1/4' JOINT W/ SEALANT OVER BACKER ROD JAMB 14 ALUM. 4 GLASS \ DOOR A5 SCHED. THRESHOLD SETVERIFY DOOR IN 5EALANT SWEEP W/ HARDWARE SCHEDULE w - - LINE OF EXT. FLOOR FINIS INTERIOR SIDE STUD WALL AS SCHEDULED (INTERIOR) 11/4' 1/2' EXP. JT. W/ FIBER EXTENSION 4 SE,ALANTLLER OF SLEEVE ,R.. TO INTERIOR - = THRESHOLD 2ND, 3RD, 1 4TH FLOORS PTACSLEEvE ALUMINUM FRAME HM FRAME HEAD kAl GENERAL DOOR NOTES: FLORIDA ONLY NOTE: 1. PROVIDE ADJUSTABLE 'HYDRAULIC TYPE' DOOR CLOSER DO NOT USE SEE COVER SHEET FOR FL_ 5.C.I.S. '' SPRING HINGE TYPE. PRODUCT APPROVAL NUMBERS 2. PROVIDE DOOR SWEEPS FOR ALL DOORS. 3EALEZE, MODEL OJ140DUR0451- OR APPROVED EQUAL OR BETTER MEET SMOKE SEAL REQUIREMENTS CONTACT: HERD HALL 'ARTITION AS 5CHEDULEO 4EADER (VERIFY W/ iTRUCT'L DWGS.) IMELY FRAME CLIP ON 5EALEZE/DOOR 5WEEP5 800-446-1325 OR 804-143-0982 FAX n CASING (TYP) 804-143-3413 3. STAINLESS STEEL KICK PLATES 16'X34' ON 36' DOORS AND 16"X40' ON p DOOR AS SCHEDULED DOORS. INSTALL ON BOTTOM OF PUSH SIDE OF DOOR ONLY. 4. PREFINISHED METAL DOOR FRAMES SHALL MATCH TIMELY DOOR 'BROWNTONV HEAD 5. FREFIN15HED WOOD DOORS SY PREMDOOR ARE 'MOHAWK RUSTIC OAK'3 6. NOT USED DOUBLE STUDS m JAMB REF. STRUCT'L DWG5. 1. ALUMINUM STOREFRONT PROVIDER TO PROVIDE PANIC HARDWARE l7eadbolt Locks: All hardware shall be 8. HEAVY DUTY POOR CLOSER MODEL LCN-4041 direct acting requiring no more than one p operation to unlatch. FBC 1008.1.8.4 9. VERIFY SIDE STILE 15 OF SUFFICIENT WIDTH TO ACCEPT 'VING CARD' LOCK At -DOOR AS SCHEDULED 10. VING CARD TO SUPPLY ALL PANIC HARDWARE To BE USED WITH THEIR A ,. DEVICES/CARD R DERS. INSULATION: SEE TIMELY DOOR FRAME HARD[ -BOARD 20 MIN. RATED SHEATHING _ DETAIL 2/A8.1 (WHERE REaUIREp) door �ard�+iare; ' 11 f -- - 5/8 FIRECODE JAMB lacks, and other opt Handles, pulls, latches, HEADER PER HARDIPLANK GYP. BD. OVER accessible Boars 9 devices on easy shall hav STRUCTURAL SIDING VAPOR DARRIER y to grasp with e a shape that is require tight yras Iron' hand and does not CONT. PRIP HEADER or HARD PLLANK'F STRUCTURAL OF the wrist to opera e. PBC j 4 twisting, istiny HOLLOW METAL TRIM POOR AS CONT. 1/4"THA � HOLLOW METAL SCHEDULED FRAME (PAINTED) JOINT W/ FRAME (PTD.) FLOOR FINISH AS SEALANT OVER SCHEDULED D©OR SWEEP= SEE DOOR A5 NOTE 2/A8.2 BACKER ROD SGNED. (PTP.) TRANSITION STRIP DOOR PER SCHED. CPTD.I THRESHOLD. HARD I -BOARD SHEATHING INSULATION: SEE DETAIL 'HARDIPLANK" 2/A8.1 TIMELY FRAME AT INTERIOR SIDING � 5/8' FIREGOpE PARTITION AS GYP. IED. OVER SCHEDULED HARDIPLANK VAPOR BARRIER TRIM R WALLSmBATH,CORRIDOR,FFIEODOUBLE STUDS DOUBLE STUDS CONT. 1/4" .JAMBS 18 JAM]~35 JOINT W/ HOLLOW METAL ROVIDE MAGNETIC SWITCH IN DOOR AND FRAME SEE 'PTA( SEALANT OVER FRAME (PTD.) MOTION SENSOR WIRING DETAIL AND NOTE 1 ON SHEET E-2 2 HOLLOW METAL f3ACKER ROD POOR AS FRAME (PAINTED) DOOR PER SCHED. (PTP.) STAIR LANDING POOR PER ECHE (PTD.) WITH �MOKE SEAL SUNEALETSALANT FLOOR FINI514 AS SCHEDULED AT EXTERIOR WALL*AT INT. STAIR USED I'i�I' - 0' 91H. m INTERIOR 3 I' - 0' 3 I' - 0' SCHED. (PTD.) ' DOOR AS SCHED. (PTD.) EXT. FINISH THRESHOLD SET BEYOND DOOR 5r_.,,HE0UL VERIFY DOOR SWEEP W/ FLOOR FINISH HARDWARE AS SCHEDULED SCHEDULE DOOR INTERIOR SIDE NOTE: 1/2' EXP. JT. FRAME W/ FIBER FILLER To ExCEHP 1/2' IN. TO HDN REMAR<5 MARK LOCATION WIDTH HEIGi-1T THICK. MATERIAL FINISH TYFE 6L.A cS LABEL T'rFE MATERIAL HEAP IAMB 51LL SET NO. T77L5.- REFER TO SHT. A5.2 64,I1=5TROOM5/51.)ITES A&A -1 ENTRY CORRIDOR S-0" W-8" 1 3/4" SC WOOD PRE -FIN A NONE 20 MIN A H.M. TIMELY 3 A8.2 2 A8.2 1 A8.2 013 & 014 "VING CARD" LOCK, A-1 AT H.C. B BATHROOM S-0" W-8" 1 3/8" HC WOOD PRE -FIN A NONE NONE A H.M. TIMELY 3 A8.2 2 A8.2 1 A8.2 016 1/2- UNDERCUT STAIR5 100a STAIRS 100 3'-0" 6'-8" 1 3 4 HOLLOW METAL PAINT C 5"x20' VP NONE A HOLLOW METAL 6 A8.2 5 A8.2 4 A8.2 003 WIRE GLASS VISION PANEL VING CARD LOCK -NOTE , NOTE 3. 100b STAIRS 100 3'-0" W -B" 1 3/4" HOLLOW METAL PAINT C 5"x20' VP 90 MIN A H.M. TIMELY 3/A8.2 2/A8.2 1/A8.2 009 WIRE GLASS VISION PANEL -NOTE 1, NOTE 3. 132a STAIRS 132 3'-0" 6'-8" 1 3/4" HOLLOW METAL PAINT C 5"x20" VP NONE A HOLLOW METAL 67A-8. _2 5/A8.2 4/A8.2 003 WIRE GLASS VISION PANEL"VING CARD" LOCK -NOTE 1, NOTE 3. 132b STAIRS 132 3'-0" W-8" 1 3/4' HOLLOW METAL PAINT C 5"x20' VP 90 MIN A H.M. TIMELY 3 AB.2 2 A8.2 1 A8.2 009 WIRE GLASS VISION PANEL -NOTE 1, NOTE 3. 200 STAIRS 200 3'-0" 6'-8" 1 3/4" HOLLOW METAL PAINT C 5"x20' VP 90 MIN A H.M. TIMELY 3 AB.2 1 A8.2 009 WIRE GLASS VISION PANEL -NOTE 1 232 STAIRS 232 S-0" 6'-6" 1 3/4" HOLLOW METAL PAINT C 5"x20' VP 90 MIN A H.M. TIMELY 3 A8.2 .-2/A8.2 2/A8.2 1 A8.2 009 WIRE GLASS VISION PANEL -NOTE 1 300 STAIRS 300 S-0" 6'-8" 1 3/4!* HOLLOW METAL PAINT C 5'x20" VP 90 MIN A H.M. TIMELY 3/A8.2 2/A8.2 1/A8.2 009 WIRE GLASS VISION PANEL -NOTE 1 332 STAIRS 332 3'-0" 6'-8" 1 3/4" HOLLOW METAL PAINT C 5'x20' VP 90 MIN A H.M. TIMELY 3 AB.2 2/A8.2 1/A8.2 009 WIRE GLASS VISION PANEL -NOTE 1 400 STAIRS 400 S-0" W -B" 1 3/4!' HOLLOW METAL PAINT C 5"x20" VP 90 MIN A H.M. TIMELY 3 A8.2 2/A8.2 1 A8,2 009 WIRE GLASS VISION PANEL -NOTE 1 432 STAIRS 432 3'-0" W-8" 1 3 4" HOLLOW METAL PAINT C 5"x20" VP 90 MIN A H.M. TIMELY 3AB 2 AB.2 1 A8.2 009 WIRE GLASS VISION PANEL -NOTE 1 ROUND FLOOR -HOTEL 134 HALL 134 3'-6" 6'-B" 1 3/4 HOLLOW METAL PAINT C 5"x20' VP NONE A HOLLOW METAL 6 A8.2 5 A8.2 4 A8.2 004 "VING CARD" LOCK NOTE 3 NOTE 8 135 REGISTRATION 135 3'-0" 7'-0" 1 3/4- ALUMINUM PRE -FIN D FULL GLASS NONE B ALUMINUM 15/A8.2 14/A8.2 13/A8.2 001 W MUNTINS-NOTE 1 NOTE 7 WHITE NOTE 8 137 OFFICE 137 S-0" W -B" 1 3/4- SC WOOD PRE -FIN A NONE 45 MIN A H.M. TIMELY 3/A8.2 2/A0.2 1 A8.2 010 "VING CARD" LOCK WITH MECHANICAL KEY OVERRIDE 138 ELEV. EQUIP. RM. 138 S-0" 6'-8" 1 3/4" HOLLOW METAL PAINT C NONE 90 MIN A HOLLOW METAL 3/A8.2 2/A8.2 l/A8.2 006 139 REST ROOM 139 3'-0" 6'-8" 1 3/4-- Sc WOOD PRE -FIN A NONE 20 MIN A H.M. TIMELY 3/A8.2 2/A8,2 1 A8.2 007 140 MECH ELEC RM 140 3'-6" 6'-B" 1 3/4" HOLLOW METAL PAINT C NONE 45 MIN A HOLLOW METAL 6/A8.2 5/A8.2 4/A8.2 002 "VING CARD" LOCK WITH MECHANICAL KEY OVERRIDE 141 DRYER 141 2'-0" W-8" 1 3/4" HOLLOW METAL PAINT C NONE NONE A H.M. TIMELY 3/A8.2 2/A8.2 1 A8.2 015 142 GUEST LAUNDRY 142 3'-0" 6'-B" 1 3/4" HOLLOW METAL PAINT C 5"x20' VP 45 MIN A H.M. TIMELY 3 AB.2 2/A8.2 1 A8.2 012 "VING CARD" LOCK NOTE 3 143 STAFF LAUNDRY 143 S-6" 6'-B" 1 3/4- HOLLOW METAL PAINT C NONE 45 MIN A H.M. TIMELY 3 AB.2 2 A&2 1 A8.2 011 "VING CARD" LOCK WITH MECHANICAL KEY OVERRIDE 144 CORRIDOR 144 3'-0" 7'-0" 1 3/4" ALUMINUM PRE -FIN D FULL GLASS NONE B ALUMINUM 15/A8.2 14/A8.2 13/A8.2 005 NO MUNTINS "VING CARD"LOCK, NOTE e & 9, WHITE, PANIC HO EGONP FLOOR -HOTEL 240 ELECTRIC ROOM 240 S-0" W -B" 1 3/4" HOLLOW METAL PAINT C NONE 45 MIN A H.M. TIMELY 3/A8.2 2/A8.2 1 A6.2 008 "VING CARD" LOCK THIRD FLOOR -HOTEL 340 CLEAN LINEN CLOSET S-0" 6'-8" 1 3/+" HOLLOW METAL PAINT C NONE 45 MIN A H.M. TIMELY 3/A8.2 2/A8.2 1 A8.2 008 VING CARD LOCK FOURTH FLOOR -HOTEL 440 CLEAN LINEN CLOSET S-0" W -B" 1 3 4 HOLLOW METAL PAINT C NONE 45 MIN A H.M. TIMELY 3/A8.2 2/A8.2 1 A8.2 008 "VING CARD LOCK GENERAL DOOR NOTES: FLORIDA ONLY NOTE: 1. PROVIDE ADJUSTABLE 'HYDRAULIC TYPE' DOOR CLOSER DO NOT USE SEE COVER SHEET FOR FL_ 5.C.I.S. '' SPRING HINGE TYPE. PRODUCT APPROVAL NUMBERS 2. PROVIDE DOOR SWEEPS FOR ALL DOORS. 3EALEZE, MODEL OJ140DUR0451- OR APPROVED EQUAL OR BETTER MEET SMOKE SEAL REQUIREMENTS CONTACT: HERD HALL 'ARTITION AS 5CHEDULEO 4EADER (VERIFY W/ iTRUCT'L DWGS.) IMELY FRAME CLIP ON 5EALEZE/DOOR 5WEEP5 800-446-1325 OR 804-143-0982 FAX n CASING (TYP) 804-143-3413 3. STAINLESS STEEL KICK PLATES 16'X34' ON 36' DOORS AND 16"X40' ON p DOOR AS SCHEDULED DOORS. INSTALL ON BOTTOM OF PUSH SIDE OF DOOR ONLY. 4. PREFINISHED METAL DOOR FRAMES SHALL MATCH TIMELY DOOR 'BROWNTONV HEAD 5. FREFIN15HED WOOD DOORS SY PREMDOOR ARE 'MOHAWK RUSTIC OAK'3 6. NOT USED DOUBLE STUDS m JAMB REF. STRUCT'L DWG5. 1. ALUMINUM STOREFRONT PROVIDER TO PROVIDE PANIC HARDWARE l7eadbolt Locks: All hardware shall be 8. HEAVY DUTY POOR CLOSER MODEL LCN-4041 direct acting requiring no more than one p operation to unlatch. FBC 1008.1.8.4 9. VERIFY SIDE STILE 15 OF SUFFICIENT WIDTH TO ACCEPT 'VING CARD' LOCK At -DOOR AS SCHEDULED 10. VING CARD TO SUPPLY ALL PANIC HARDWARE To BE USED WITH THEIR A ,. DEVICES/CARD R DERS. INSULATION: SEE TIMELY DOOR FRAME HARD[ -BOARD 20 MIN. RATED SHEATHING _ DETAIL 2/A8.1 (WHERE REaUIREp) door �ard�+iare; ' 11 f -- - 5/8 FIRECODE JAMB lacks, and other opt Handles, pulls, latches, HEADER PER HARDIPLANK GYP. BD. OVER accessible Boars 9 devices on easy shall hav STRUCTURAL SIDING VAPOR DARRIER y to grasp with e a shape that is require tight yras Iron' hand and does not CONT. PRIP HEADER or HARD PLLANK'F STRUCTURAL OF the wrist to opera e. PBC j 4 twisting, istiny HOLLOW METAL TRIM POOR AS CONT. 1/4"THA � HOLLOW METAL SCHEDULED FRAME (PAINTED) JOINT W/ FRAME (PTD.) FLOOR FINISH AS SEALANT OVER SCHEDULED D©OR SWEEP= SEE DOOR A5 NOTE 2/A8.2 BACKER ROD SGNED. (PTP.) TRANSITION STRIP DOOR PER SCHED. CPTD.I THRESHOLD. HARD I -BOARD SHEATHING INSULATION: SEE DETAIL 'HARDIPLANK" 2/A8.1 TIMELY FRAME AT INTERIOR SIDING � 5/8' FIREGOpE PARTITION AS GYP. IED. OVER SCHEDULED HARDIPLANK VAPOR BARRIER TRIM R WALLSmBATH,CORRIDOR,FFIEODOUBLE STUDS DOUBLE STUDS CONT. 1/4" .JAMBS 18 JAM]~35 JOINT W/ HOLLOW METAL ROVIDE MAGNETIC SWITCH IN DOOR AND FRAME SEE 'PTA( SEALANT OVER FRAME (PTD.) MOTION SENSOR WIRING DETAIL AND NOTE 1 ON SHEET E-2 2 HOLLOW METAL f3ACKER ROD POOR AS FRAME (PAINTED) DOOR PER SCHED. (PTP.) STAIR LANDING POOR PER ECHE (PTD.) WITH �MOKE SEAL SUNEALETSALANT FLOOR FINI514 AS SCHEDULED AT EXTERIOR WALL*AT INT. STAIR USED I'i�I' - 0' 91H. m INTERIOR 3 I' - 0' 3 I' - 0' SCHED. (PTD.) ' VIEWER - 2 REQUIRED LOCK GUARD AT ACCESSIBLE - ----SAFETY DOOR GUARD ROOMS TYPICAL GUEST ROOM. SOLID CORE MUST 1.3E FASTENED FULLY MASONITE FLUSH INTO STRUCTURE 5EYOND DOOR DOOR FRAME. _4 A NO E THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDINC-c AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, 6PECIFICATION5, SUBSTITUTIONS, CLARIFICATIONS, BIDDERS LISTS, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2643 FAX 401-114-6691. .v:.U:.v'tL.'v:.r..,'F".vC �'.':i'�.`.'`"9..M«..�.�.Q•`'y..:... ARCHITECT: WESLEY A. DARNEEE CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 DOOR AS SCHED. (PTD.) EXT. FINISH THRESHOLD SET BEYOND IN SEALANT VERIFY DOOR SWEEP W/ FLOOR FINISH HARDWARE AS SCHEDULED SCHEDULE INTERIOR SIDE NOTE: 1/2' EXP. JT. THRESHOLD HEIGHT NOT W/ FIBER FILLER To ExCEHP 1/2' IN. TO 4 SEALANT MEET APA izEQ'MT5. VIEWER - 2 REQUIRED LOCK GUARD AT ACCESSIBLE - ----SAFETY DOOR GUARD ROOMS TYPICAL GUEST ROOM. SOLID CORE MUST 1.3E FASTENED FULLY MASONITE FLUSH INTO STRUCTURE 5EYOND DOOR DOOR FRAME. _4 A NO E THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDINC-c AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, 6PECIFICATION5, SUBSTITUTIONS, CLARIFICATIONS, BIDDERS LISTS, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2643 FAX 401-114-6691. .v:.U:.v'tL.'v:.r..,'F".vC �'.':i'�.`.'`"9..M«..�.�.Q•`'y..:... ARCHITECT: WESLEY A. DARNEEE CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 PRINTS ISSUED 4/4/07 FOR PERMIT 1 8/12/07 ADDENDUM #1- CITY COMMENTS a 10/05/01 ADDENDUM #2 - CITY COMMENTS JOB NO. drawn: TLE 06045.2 checked: CP ®u u�l 2 1/2' M ELECTRONIC - DOORSCHEDULE LOCKSET - DOORAND WIND,O J(, ETAILS U .M�� �4 40 11 E3RUSH TYPE POOR PROVIDE PROTECTIVE CLIP AT EXT R SWEEP (Gur=ST SIDE) 1 DOOR EDGE CORNER TO PREVENT DAMAGE FROM p�LOSING ON ENGAGED SAFTEY ELEVATION AT DOOR GUARD RUX I , i, GUEST SUITE DOOR AD0 ... ......... ....... 1/2 a 0' © copyright 2007 VALUE PLACE v o PRINTS ISSUED 4/4/07 FOR PERMIT 1 8/12/07 ADDENDUM #1- CITY COMMENTS a 10/05/01 ADDENDUM #2 - CITY COMMENTS JOB NO. drawn: TLE 06045.2 checked: CP ®u u�l 2 1/2' M ELECTRONIC - DOORSCHEDULE LOCKSET - DOORAND WIND,O J(, ETAILS U .M�� �4 40 11 E3RUSH TYPE POOR PROVIDE PROTECTIVE CLIP AT EXT R SWEEP (Gur=ST SIDE) 1 DOOR EDGE CORNER TO PREVENT DAMAGE FROM p�LOSING ON ENGAGED SAFTEY ELEVATION AT DOOR GUARD RUX I , i, GUEST SUITE DOOR AD0 ... ......... ....... 1/2 a 0' © copyright 2007 VALUE PLACE 8 ELEC, PENETRATION UL SYSTEM NO. W -L-3090 6 System No, W-0090 F Ratings -•••1 and 2 Hr (See Item 18) T Ratings -1/2, 1 and 2 Hr (See Item 6) L Rating At Ambient -g CFM/sq it L Rating At 400 F -Less Than 1 CFM/sq ft SECTION A -A. 1. Walt Assembly -Che 1 or 2 hr fire rated gypsum wallboard/stud. Wall assembly shall he constructed of the nratcrfals and i.rl the manner specified in the individual U300 ur U40Q Series Wall and Paititivrr Designs in the UL Fire Resistance Directory and shall include the fottuwing construction features: A. 54 ! l d5 4 ll a - Vr t framing rna consist of R � • s sill 9 Y .i freed studs of skein channel studs, Wood studs to conslst of nom 2 by 4 W. lumber spaced 16 in, OC. Sleet studs to he Alin 2-1/2 in, wide and spaced max 24 in. OC. i D. Wallboard, Gyp5um*-5/8 in. think, 4 ft wide With ;quare or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 1-1/2 in, The hvuriy F Rating of the firestop system is equal to the hourly firo rating of the wall assembly iri which it i5 installed. 2. Cables-i}rte cable to be centered within the fire5top system: A nor, annular space of 1/4 in. is required within the firesta r system. Cable to be rigidly supported on both sides of wall assembly. %u, following types and sizes of cables may be used: A. Max 50 pair No. 24 AWG (or smatter) copper conductor telephone cables with patyvinyl chloride (PVC) insulation and jacket materials. 13, I'lax 3/C (with yraund)-tto. 10 AWG (or smaller) P1C insulated and jacketed nonmetallic sheathed Rvmex) cable. C. Max 3/C (with gruuud) No. 2/0 AWG aluminum conductor Service entrance cable With T JC insutation and jacket materials. 2A. Through -Penetrating Product* -As an altercate to Iterrt 2, max four ccopper conductor No. 2 AWG (or smaller) aluminum or steel Armored able+ or 4/C -No, 2/0 AWG Metal -Clad Obte+•. Max one armored cable or metal clad (,able centered within the firestopsyskem. rhe annular annular space between the through -penetrating product and the, periphery of the openiuy shall be a nom 3/8 in, Through -penetrating product to be rigidly supported on both sides of wait asernbty. KAF-TECH Inc. 3. Fill, Void or Cavity Material" -Sealant or Putty=Fill material applied within the annulus, flush with hoth suifaco of wat. Additional fill material to be installed such that a crown is formed around the penetrating iters, The, 7 Rating of the firestop system is dependent upon the hourly rating of the Wall, type of through penetranLand type and thickness of fill material as tabulated below: Hourf y Rating Type G1 ,IIckna.; Of Fill Thickness 4f n{l T of Wail Through Typa Of Fill Materlat Material Rating Hr (entrant Material In. Crown in. Hr 1 Telephone Cable Seataurt 5/8 1/4 1 2 Tele pirane Cable Sealant 5/8 1/4 2 1 Telephone Cable Putty 5/8 3/8 1 2 Telephone Cabl Putty 3/4 1/4 2 I (ramex Cable Sealant 5/8 :1/8 1 2 ROmex Cable Sealant 3/4 1/4 4 1 Ramex CAto Putty 5/8 3/8 1 2 Romex cable putty 3/4 1/4 2 5eMCe Cable Sealant 5/8 1/4 1h 1 Service Cable SCalant 5/8 t/y to ? Armored Cable Sealant S/8 1/4 Air wred Cable Sealant 5/8 1/4 Metal clad cable sealant 5/8 1A f l Metal (Lail Cable Sealant ,/8 1/4 5petified Tectimu(nfes Inc.-Spec$eal 100, 101, 102 or lbs 5u4lant of specseat Putty 'Bearirng the UL Classification Marking +Bearing the UL Listing Mark C) PIPE PEN. at CEILING/FLOOR 4 UL SYSTEM NO. F -C-2049 System No. F -C-2049 F Ratings -••-•-1 and 2 Hr (See Stem 1) T Ratings -1 and z: Hr (See Item 1) 77. r ° L� cl- LA El 1. Floor -Ceiling Assernbty-The 1 In rife -rated solid,or trussed lumber joist ftoar-ceiling assembly shall be constructed of the materials and in the manner specified in the. individual L500 Series Floor -Ceiling Designs 41 the UL Fire Resistance Directory. The 2 hr fire rated woodjoist floor -ceiling assembly shall be constructed of the materials and in the inanner specified in Design Nos. L505, L511 or L536 in the UL Fire Resistance Directory, The F and T Ratings of the firestop system are equal to the hourly fire rating of the ftoof-ceiling assembly. The general construction features of the door -ceiling assembly are summarized below: X Flooring System -Lumber or plywood Subfloor with finish floor of lumber, ptywood or Floor Topping Mixture* as, specified in the individual Roar -Ceiling DeignMax diarn of floor openinci is 4-3/4 in, s* D Wood 7oisia -•o' 1fire-'ratedf oor-ceilin s� It J�i f r hrl aaeible o .0 . g; a,nm1 in, deep (or deeper) lumber, steel or combination lumber and AM, joists, trusses or Structura,t Wood Members' with bridging as required and with ends firestQpped, For, 2.hr fire -rated floor -ceiling assemblies, nom 2 by 10 in. turiaber joists :spaces 16 in, OC with nom 1 by 3 in, lumber bridging and with ends firestopped.. C. Furring Channeb-(Not Shown) ---In 2 hr fire -rated 45semb,lies,. resilient gaLy steel furring installed perpendicular to wood `cis between first and second layers of wallboarii (Item '1D) Furdu channels spaced max 24 on, OC, In l hr fire -rated assembliesiG,e , res aaty steel furring installed perpendicular to wood joists b4wee0 wallboard and woad, joists is specified in the individual Floor-CeiGni Design. Furring channek spaced max 24 in, 0C. D. Watlboard, 6yp3unlh--,Noin 4 ft wide by 5/8 in, thick as specified in the individual Floor-Ceiting Design. First layer of wallboard secured to wood joists or furring cliannets as specified in the individual Floor-Ceiting Design. Second layer of wallboard (2 hr fire -rated assembly) screw -attached to furring Channels as specified in ,the individual Floor-Ceiting Design. Max diarn of ceiling opening is y-3/4 in, 2, Nonmetallic Pipe -Flom 4 in, diam. (or smaller) Schedule 40 solid core polyvinyl chtoride (PVC) pipe for use 1n closed (process or supply) Or vented (drain, waste or vent) pipill systems. One pipe to be installed; either concgntricolly or eccentrically within the firestop system. For, pipes greater than 2 in. diarn,, the annular space shall be 0 in. to max 1,4. in, For pipes 2 in, in diain (or smaller) the annular space shalt be min 0 in. to max 3/8 in. Pipe to be rigidly suppofted on bath sides of floor or, wall assembly: 3. Firestop System -The firestop system.shalt consist of the following: A. Fill, Void or Cavity Material r--•Caulk-Min 3/4 in. thickness of fill, material appti"ed within the annutus on top surface of floor. Additional fillf interia be installed such that. a inin 1 r 4 1. to i t i 1 r tnj crown -is far around the penetrating item' on to surface�of floor. Min 1 4 in. P 9 p /.tn.. thickness of fill materfat .applied vAthin the annulus, flush with' bottom surface of ceiting. Additional fitt material to be installed such that a min 1/4 in. crovin is formed around the penetrating item ori the bottom surface of the ceiling. Tremco Inc,-•-TRFMstop-WBM B. Firestop Devi ce*-Firestop device shall be installed in accordance with the accpinpanyi.nQ installation instrilatians, Device wrapped ;over the pipe and sel;urecl by using the attached hose clamp. Device slid. along the pip" until it abuts the bottom of the ceiling, Device secured aro floor With 1/4 in: by 1.3/4 in,, 14119 hollow wall anchors In c.ortjunction with :l 1/4 in. diameter fender washers, Trpmca Inc,- TREMstop D, *Hewing the Ul. Classification Marking PIPE PENETRATION UL SYSTEM NO. W -L-2138 System No WA -2140 F Rating---�-1 Hf T Raking -1 Hr SEMO -A 1.. Wall Assembly ---The fire -rated gypsum wallbi and/stud hall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Itesistarice Directrily and shallincWde the following construction features: A: Studs --•,Wall framing slay consist of either wood studs ' or steel channeL stills. Wood'studs to consist lof. nolle 2 by 4 in. lumber spaced 116.in, tors. Steel studs to be min 3-5/° in, wide and spaced max 24 in,. 0c, B. Wallboard, Gypsum* One layer of nom 5/8 in, thick gypsum wallboard, els specified in. the individual Wall and Partition Design. Max diam of opening is 3-1/8 in, 2. Through .Pe.netrants-iJne nonmetallic pipe or tubing installed either concentl-icalty or eccentrically within the firestop systellA. Pipe or tubing to be `rigidly supported on both side, of wall assembly. The following types and, sizes of nonmetallic pipes Of tubing way be used. A. Chlorinated Polyvinyl, Chloride (CM) Pipe -•--Nam 2 in. edam (or smaller) SUR 11 (PVC pipe for use in clasAd (process, or supply) piping 5ysterrm The .annular space between pipe and periphery of opening shall be mill 1./4 in, to max -1/2 in, 8. Crosslinked Polyethylene (PEX) Tubing- Nont 3/4 in, diam for sma(ler) SRR 9 PEX tubing for use In closed (process or supply) piping systems. The aniiu(r space between tubing and PefiPhery of opening Shalt be min ?/4 irf. to max 5/8 it). 3. Fill, Void or Cavity ,Material* -Sealant- Min 5/8 in, thickness of fill material applied within the annulgs, f1u5h .((kith both surfaces of watt. OSI Sealants, Inc . ...... Flame Seal'V "Bearitig'the UL Classification Marking. ROOF 5/8 CEILING ROOF ASSEMBLY OA FILE NO. RC 2802 APPROXIMATE CEILING WEIGHT: 5 per FIRE TEST: FM FC 112, 2-25-12* ITS, 8-6-98 WOOD TRUSSES, GYPSUM WAL1_130ARA Base layer V type X gypsum wallboard applied at right angles to wood roof trusses 24' o c. with 114' Typa W or S drywall acrewa 24' oa Face layer % type X gypsum wallboard or gypsum veneer base applied at right angles to trusses with I%' type W or 8 drywall screws 12' o.c. at joints and intermediate trusses and IU5 Ty a G dr waIl ec ewe 12' o.c laced 2' bade on oilier side of and joTn y joints. Joints offset 24' from base la V ar joints. Wood trusses supporting 2' wood structural panels applied at right angles to trusses with 8d nails. Appropriate roof covering. CABLE PEN. at CEILING/FLOOR UL SYSTEM NO. F -C-3001 (Formerly System No. 168) F Ratings - 1 and 2 Hr. (baa Item U T Ratings - 1 and 2 Hr. (See Item IJ I. Floor -Calling Asaambly - The I or 2 hr. fire -rated wood joist Floor -Calling assembly shall be constructed of the materials and in the manner as specified In Design No. 1-501, 1-512 or L531. The 2 hr. Fire rated assembly shall be constructed as specified in Design No. 1-505, 1-511 or L536. The F and T ratings of the flreatop system are actual to the I or 2 hr. fire rating of the Floor -ceiling assembly is summarized below: A Flooring system - Lumber or plywood oubrloor with finish floor of lumber, plywood or Floor Topping Mixture as specified In the individual Floor-Cailfng design. 5. Wood Joists - Nominal 2 bg 10 In. lumber joists spaced 16 in. O.G. with nominal I bg 3 in. lumbar bridging and with ends fireatopped. C. Furring Channels - (Not Shown) - NOT USED D. Wallboard, Gypsum - Nominal 4 ft wide by 5/8 1n. thick as specified In the individual Floor -Caning design. First layer of wallboard nailed to wood joists. Second layer of wallboard (2 hr. fire rated asoembly only) 2. Cable - Maximum 25 pair No. 24 AWG copper conductor telephone cable or maximum two -conductor with ground No. 12 or No. 14 ALIAS Type NM nonmetallic sheath copper conductor cable. Cable insulation and jacket material to be polyvinyl chloride. Maximum one cable to be installed in nominal 1/2 In. diameter holes drilled through flooring ayotem and gypsum wallboard tolling. 3. Fill, void or Cavity Materials - Caulk - Caulk Fill material Forced into annular spaces to Fill spaces to maximum extant possible and with a minimum 1/4 1n. high by 3/8 In wide bead of caulk applied to the perimeter of the cable at ito agrees From this finish floor and telling. Baarlrlg the UL Classification Marking PIPE PEN. at CEILING/FLOOR UL SYSTEM NO. F -C-1006 (STUD WALLS SIMILAR) (Formerly System No. 453) F Rating -I Hr. T Rating -1 Hr. stud lition, plates for netratfon 1. Floor Aeeambly-Ths fire rated wood truss or combination wood and steel trues Floor -Caning acoambly ohall be constructed of the material* and In the manner described in this Individual L500 Series Design to the UL Fire Resistance Directory and shall include the Following con- struction features: A Tru*seo-Mln 12 in. deep parallel chord truaeee Fabricated from nam 2 bg 4 in. lumber 1n conjunction with gale steel truss plata* or Structural Wood Members• with brldging as required. 13. Floorlrng-Nom 3/4 in. thick plywood flooring with or without Floot Topping Mixture. Max diam of opening hole-eawed In Flooring Is 5 In - C. Furring Channele-Rigid or resilient galy steel furring 6mrinele installed perpendicular to bottom chord of trussea. D. Wallboard, Gypoum*-Nom 4 ft. wide bg 5/8 in. thidcS screw attached to furring channelo. Max diam of hole -sawed opening in gypeum wallboard catling is 5 In. 2. Pipe or Conduft-Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel pipe, steel con- duit or steel EMT, or cast Iron pipe or nom 3 in. clam (or smaller) Typa L (or heavier) copper tubing. Pipe to be Installed approx midway between trusses and cantared in circular cutouts in flooring (Iters 15) and gypsum wallboard catling (item 1D). Dlam of circular cutouts 1n floor - In and eum wallboard calling to be 1/4 in. to 1/2 In. larger than dlam of pipe. Pipe g gyp g 9 pp p to be ri idl supported on both sides of Floor-Cmllin aseambl . 9 y �p 9 y 3. Fill, Vold or Cavity Materlal* Caulk -Caulk forced Into annular space throughout the thick- naeo of the flooring and gyp 9 eum allboard calling and with a min 1/4 diam bead or caulk applied to perimeter or pipe at its egrets from the top of the flooring and the underside of the gypeum wallboard calling. Minnesota mining 4 Meg. Co: Typa CP -25 WB, Cf' -25 W6+ •Bearing the UL Classification Marking FLOOR/CEILING ASSEMBLY AT CORRIDOR STC -45 2 X J015TS - 3/4' GYPCIF-TI= TRUCTUAL R 5 3/4' T 4 G PLYWOOD DECK TRUGT NOTE= FINISH FLOOR MATERIAL NOT PART OF RATED A98EMt3LY �-(2) LAYERS 4's TYPE X GYP. 50ARD IeC 2003 AND 2006 TABLE 720,1(3) -continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMSa,q __... --_............. I ...... .---__ ....................... THICKNESS OF FLOOR OR MINIMUM THICKNESS FLOOR OR ROOF ITEM _-......................... ....-.....--.__- CEILING CONSTRUCTION THICKNESS OF FLOOR OR ROOF SLAB Ir1GheS) 4 3J '2 1 hour hour hour hour ROOF (inches) SLAG Sound Test: NRCC B-3150.2, 6-30-00 OF CEILING (inches) (68 C & P) veneer Master may be applied to the entire surface or Classified veneer baseboard. Joints reinforced. 4 3 2 1 4 3 2 1 CONSTRUCTION NUMBER CEILING CONSTRUCTION hour hour hour hour hour hour hour hour 22. Wood joists, floor trussQs (finish rating 21 min), Typa 13 rating min), (finish rating 21 min) or FW. Domtar - Type G (finish rating 26 m1n), Ty" 4 (flnleh ' %paum rating 26 min), Typa 5 (finish rating 26 min), Typ® 6, Typo S 24" o.c. with 1/," Wood type S of type W drywaN .,crews 24" ox. Face and flat or pitched roof layer'/8" er'/." T c X g �surrl wallboard applied Base yp 20 min), Type GPF52 (finish rating 20 min), Type G1`753 (finish rating 20 min), Type CsP1=84 (finish rating 20 min), Type GfF86 structural panels with (finish rating 26 min) or Type CsFVB-C (finish rating 20 min). layer /s 1 ype X gypsuin wallboard orven.cer trusses spaced a max.ini ull. y!1 ,., „ i „ at right angles to joist or truss _ o, 41 o.c. with P/4" /a min), type r-sw3 (Finish rating 20 min), type F5W4 (finish rating 20 min), Type FSI( (Finish rating 20 min) or FBK-G ertrrriuc(flue a u i.lied at o l f richt anti.;les to top of.loist 21 -IJ base appl.icci at rigliI angles to joist or truss , , . 24" .c witll ih" wood u ...... `Type S orTypv W drywall screws 24" ox. ince Varies - rating 20 m1n). 11/ 4 or tup Chord of trusses with RCs-2 (finish rating 20 min), Type R3-3 (finish rating 20 min) through base layer with 1 /�' fype S or Type W structural p<incls with or Typm Fr4-4 (finish rating 26 min), Typa fats -6 (Finish ratrng . , layer , /s,, type X gypsum wallboard or veneer 20 min). 4/4/07 FOR PERMIT standard 61paum Corp. - Type 8GC (finish rating 20 min), Type 13GC--3 (finish rating 20 min) or SGC -G (finish rating 20 min). 8d nails. The wood United States Gypsum Co. - Type 8CX (flnleh rating 26 min), Type drywall screws 12" o.c. Titjoint5 anct iilWffflediate exteriur lue applied at g I p base a pplied at rib ht an b (les to J joist or tt-uss min). Typa IP-Xl (finish rating 26 min), type FGv (Finish Varies (finish rating 26 min) or Type rAr- (finish rating 26 min). r 1/4 right angles to Iola nl'juist 22-1.1 through baso layer with 17/8" Type S or Type W ....... ......• ...... 4- 3t®el corner Faotenero - (optional) - For use at wall corners. - - _.... placed 2 brick on either side oft'ace layer end or top chord of trusses with `Lpa From 24 gauges galy steel. Faotenere applied only to the and or cut „ drywall. screws 12 u.C.. at joints and internled.iate edge (not along tapered adgeo) of the wallboard, no greater than 2 to from corner of wallboard, max apacing 16 in. O.G. Nailed to adja J stud through tab using one No. 6d came:nt-coated nail per Faotanen1A Shall not belt:5$ than Corners of wall board shall bo nailed to top and bottom plate usingi obits, t2" o.e. woud joist or truss. face la ev'l'v to U dr -wall. screws J y I y ineulatlon. r " Oweria-CornIng Flbar leo Corp. t s ✓ ,=1 inal 12" legis than clulni ....................."...,.,..,.........,........,.,.,.,..,,,..,.,,.....",..,..................w,,..".,.,.._-.._....".,..,.,"...,",,..................,............."....,.......,......✓. United States Gypoum Co_ Strnails. structural panel thickness #t3daring the U1.. Classification Marking. . placed 2" back on either side of gree layer end roc uircd by C'ha ltvr 23. w. shall not be 1855 than Joints; 12" o.c. nominal /2 less than -- recTuired by Cha Iter 23. FBC 2004 AND 2001 `TABLE 720.1(3) -continued MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEMS",q -.................................... FLOOR OR ROOF CONSTRUCTION ITEM NUMBER _-......................... ....-.....--.__- CEILING CONSTRUCTION THICKNESS OF FLOOR OR ROOF SLAB Ir1GheS) 4 3J '2 1 hour hour hour hour MINIMUM THICKNESS OF CEILING If1CheS 4 3 2 1 hour hour flour hour 21. Woad Joists, Moor trusses Sound Test: NRCC B-3150.2, 6-30-00 IIC & Test: (68 C & P) veneer Master may be applied to the entire surface or Classified veneer baseboard. Joints reinforced. NRCC B-3150.2, 6-30-00 3. Wallboard, %ileum• - 5/8 in. thick wallboard paper or vinyl surfaced, with beveled, square, or tapered edges. Wallboard nailed 7 in. C.C. and that ur pitched roof with bd cement -coated nallo 1-1/8 in. long, 0-0915 In. shank diarn and 1/4 in. dram heads. When used In widthe of other than 48 in. Base layer 3/„3 Type X gypsum `y,,nboard applied wallboard to to be installed horizontally. v Canadian Gypsum Co., Ltd. - Typas SCX, SHX, WRX (finish rating `o O i14 26 min), Typa C (finish rating 26 min). trusses spaced a maxiinum at right aagles to joist or thous 2-i o,e, tivith 1 (finish rating 21 min), Typa 13 rating min), (finish rating 21 min) or FW. Domtar - Type G (finish rating 26 m1n), Ty" 4 (flnleh ' %paum rating 26 min), Typa 5 (finish rating 26 min), Typ® 6, Typo S 24" o.c. with 1/," Wood type S of type W drywaN .,crews 24" ox. Face Georgia-Pacific Corp, Ga peum Div. - Type GPFSI (Finish rating 20 min), Type GPF52 (finish rating 20 min), Type G1`753 (finish rating 20 min), Type CsP1=84 (finish rating 20 min), Type GfF86 structural panels with (finish rating 26 min) or Type CsFVB-C (finish rating 20 min). layer /s 1 ype X gypsuin wallboard orven.cer Gold Dond Bullding Products - Type POW (finish rating 20 min), type FBW-Cs (finish rating 20 min), Type% F5W2 (finish rating 24 min), type r-sw3 (Finish rating 20 min), type F5W4 (finish rating 20 min), Type FSI( (Finish rating 20 min) or FBK-G ertrrriuc(flue a u i.lied at o l f richt anti.;les to top of.loist 21 -IJ base appl.icci at rigliI angles to joist or truss , , . ...... ...--- Varies - rating 20 m1n). 11/ 4 or tup Chord of trusses with RCs-2 (finish rating 20 min), Type R3-3 (finish rating 20 min) through base layer with 1 /�' fype S or Type W or Typm Fr4-4 (finish rating 26 min), Typa fats -6 (Finish ratrng PRINTS ISSUED 20 min). 4/4/07 FOR PERMIT standard 61paum Corp. - Type 8GC (finish rating 20 min), Type 13GC--3 (finish rating 20 min) or SGC -G (finish rating 20 min). 8d nails. The wood United States Gypsum Co. - Type 8CX (flnleh rating 26 min), Type drywall screws 12" o.c. Titjoint5 anct iilWffflediate G (finish rating 26 min), Type WRX (Finish rating 26 min), Type WR --C (finish ratrng 26 min), Type D (finish rating 23 min). Typa IP-Xl (finish rating 26 min), type FGv (Finish rating 26 min). Type IP -X2 (finish rating 26 min), Typo 5HX (finish rating 26 min) or Type rAr- (finish rating 26 min). joist or trains. Face layei''hype G drywall screwsp` Wayarhaeuoer Co, Gypoum Div. - Typa DDNI (finish rating 20 JOB NO. drawn: MAC m1n), Typa DDG2 (finish rating 20 min), Type DDW3 (Finish /� 0604Sa2 CP rating 20 min) or Typa DDPG3 (finish rating 20 min). checked: 4- 3t®el corner Faotenero - (optional) - For use at wall corners. UL ASSEMBLIES structural u1e1 thichd"less placed 2 brick on either side oft'ace layer end From 24 gauges galy steel. Faotenere applied only to the and or cut .t reiwo VIA edge (not along tapered adgeo) of the wallboard, no greater than 2 to from corner of wallboard, max apacing 16 in. O.G. Nailed to adja J stud through tab using one No. 6d came:nt-coated nail per Faotanen1A Shall not belt:5$ than Corners of wall board shall bo nailed to top and bottom plate usingi obits, t2" o.e. No. 6d cement -coated Hallo. D. i3atte and Blanketat (Not shown) -optional glees fiber or mineral wold ineulatlon. r " Oweria-CornIng Flbar leo Corp. t s ✓ ,=1 inal 12" legis than clulni ....................."...,.,..,.........,........,.,.,.,..,,,..,.,,.....",..,..................w,,..".,.,.._-.._....".,..,.,"...,",,..................,............."....,.......,......✓. United States Gypoum Co_ n #t3daring the U1.. Classification Marking. ,,,,:; .,,,,,,,,,,,,,,,,,,,,,,,,,,,,,_......•..,.�,,.,.,,,,,,,,,,,,,,,.,,,,,.,,,,euw,,;;:;,;,.,,,,,,,,,.,,,,,.,,,an;;e;iia,,;•,;;m,r,;,iY„e,,,,,,, roc uircd by C'ha ltvr 23. w. IN M W WOOD I -JOISTS, GYPSUM WALLBOARD, RESILIENT CHANNELS Base layer 1/2" type X gypsum wallboard applied at right angles to resilient channels 16" O..C. with 11/4" Type 5 drywall screws 12" o.c. Resilient channels applied at right angles to ininimurn 91/2" deep wood I -joists, with minimum 11/4" deep x 11/2" wide flanges and minimum 3/o" webs, 24" ox. with 11/4" Type W drywall screws. Face layer 1 x" type X gypsum wallboard applied at right angles to channels with 15/e" Type 5 drywall screws 12" o.c. Face layer end joints located midway between channels and attached to base layer with 11/2" Type G screws 12" o.c. Edge joints offset 24" from base layer edge joints. Wood 1 -joists supporting 5/a" oriented strand board applied at right angles to 1 - joists wish 8d common nails 12" o.c. STC and IIC tested with 40 oz carpet over 1/4" foam pad. PROVIDE WITH MIN 3 1/2' R30 GLA58 FIBER INSULATION FRICTION FIT 13ETWI=EN JOISTS ANP 3/4' GYFC:RFTI= TOPPINGi 9 II Approx. Ceiling Weight: 5 psf Fire Test: NRCC A-4440.1 (Revised), where requlred for specific edge configuration. For tapered, 6-24-97 Sound Test: NRCC B-3150.2, 6-30-00 IIC & Test: (68 C & P) veneer Master may be applied to the entire surface or Classified veneer baseboard. Joints reinforced. NRCC B-3150.2, 6-30-00 WALL ASSEMBLY UL DESIGN NO. 0311 Design No. L311 Sound Rating STC -50 to 54 l5earing Wall Rating -I Hr. GA File Nv-WF' 3240 (t) Finish Rating -23 Min. Thickness -5 3/8' Fire Test -UL R1318-93,84,129 Approx. Wblght-1pof Design U311,5-10-66 bound Toot -515N 760903,9-17-66 uLI C Design U311 I. Wood Stude-Nom. 2 bg 4 in., spaced 16' O.G., at First Floor. EFfectivaly cr000braced. 2. Furring Channel-Resillant, 25 M56 galy. steel. Furring channels spaced vertically 24 in. O.C. flange portion *crew attached to one side of studs with 1-1/4 in. long diamond-shaped point, double lead Phillips head steel screws. 3. Wallboard, G4jpeum--5/8 in. thief, 4 ft. wide. Screw attached one side to furring channels with I in. long, eelf-drilling, self -tapping steel screws spaced 12 in. O.C, vertical joints located midway between etude and back -blocked with furring channel*, attached with I in. long osir-drilling, emir -tapping screws, spaced 12 in. O.G., along each edge. Wallboard attached other side to studs with 1-1/4 in. long diamond -*hoped point, double lead Phillips head steel screws spaced 12 in. O.C., vertical joints located over studs. Canadian Gypsum Co, Ltd. -Type C Calotax Corp: Typa FRP Domtar Gypsum-Typa 5 Georgia-Pacific Corp., Cryp*um Div.-Typa GFIFS-C Pabco Gypoum Co. -Type C or PG -C United Staten Ggpoum Co. -Type C or iP-X2 4. Mineral Wool Batte+-3 In. thick sheets, supplied in 16 in. widths, placed to fill interior of wall, "attached to the 4 In. face of the studs with staples placed 24 in. O.C. U8G Interiors Inc. United Statss G5paum Co. $, Joints and 8crawheado-Wallboard joints covered with paper tape and joint compound. Barewheado covered with joint compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. 15earing the UL Classification Marking WALL ASSEMBLY (INTERIOR WALLS) UL DESIGN NO. U305 BEARING WALL RATIW4-1 HR FINi61­1 RATING -SEE ITEM 3 C'TRl.15jOIST' ASSEM5LY 'P' AND UL ABOEMBLY L-5.10 MATCHES GA -FC 511 AND INCLUDE THE UBE OF INSULATION A8 AN OPTIONA AND INCLUDE THE U8t= OF INSULATION A8 AN OPTION) ALTERNATE [TO BE USED WHERE FLANGE IS NOW 2X411 CEMING FLOOR ASSEMBLY . r ® . ® ®® o ` Mile I&ioil Mile Mink see w®mss■mm& 01 rw• VERIFY TRU59 5121= AND PROFILE LUITH 5TRUCTU1RA1_ DRAWINGS. ANY PEt=ARTURE FROM MANUF. TRU5 APPROVED BY ARCHITECT AND STRUCTURAL ENGINEER I. i opping - ai-+ iricn Tniclvraoo cayperaTex or aquiva Irsrrl. LVF+plrlcU.. 2. Sub -Flooring - 48/24 T 4 G sheathing, installed perpendicular to Joloto and fastened with exterior construction eldheofve along jolot ourFaces, then nailed with 1-1/2 inch common nalle for equivalent staples) spaced 6 in O.C. at board endo, 12 Inch O.C. along intermediate supports. 3. Structural Members - True Joist MacMillan 'TJI' 'I'-Jolsto constructed with 2 x 4 Nominal Microllam LVL flanges installed at 24 inch on centres maximum. 4. Reslkent Channels - Maximum 25 gauga steal, spaced 16 inch on contras and installed parpendicular to Joists. Channels shall be overlapped at ends and Fastened with 1/2 inch sheet metal screws to form continuous channels. Fastened with 1-1/4 inch. Type '5' ocrertue at each Jolot interoaction. Ch14nnele to be doubled at g poum board ends ouch that each gypsum board end rests on ito own channel. These additional channels Shall extend to the next Joist on either side or the board end. - e o 5 8 type 'C' a Coda eum wallboard installed perpendicular 5. Gypsum Board On layer f / inch thick USG yp Fire gyp p p to channels fastarired with 1-1/4 inch Type 'S' dry wall screws located 6 inch on centres. f3oard ends to be staggered 48 inch. Joints to be taped and Filled, screw heads to b® fllled_ b. ine tation -3-1 2 Inch Tharmaflber or Fib ex F Xar Fibrax 5AF3 mineral wool batt insulation, f rictIon FiT. C� C7i1L� THE ARCHITEGT5 AND ENa;IN3=1=R5 wii- - No -r 5i-= INVOLVED WITH 5IDDING AND NEGOTIATION 1P1.EA5E DIRECT ALL G2UESTIONS CONCERNING DRAWINGS, SPEGIFIGATIONS, 5UR5TiTUTION5, CLARIMCATION5, 131DD3=R5 L.16T6, RID DUI; DATE, ETG. TO THE OLL NER6 CONSTRUCT ION REPfP,E5I=NTATIVE: JOEL PAI -MER 941-920-2643 FAX 407-114-/oro97. 5. 3 ARCHITECT: WESLEY A. DARNEEE CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 1. Nallheade - Exposed or covered with joint compound. 2. Joints - Exposed or covered with fiber tape and joint compound, except where requlred for specific edge configuration. For tapered, rounded-adga wallboard, joints covered with joint compound or fiber 1 tape and joint compound. As an alternate, nom 3/32 in. thlcfk gypsum U veneer Master may be applied to the entire surface or Classified veneer baseboard. Joints reinforced. FE11-1,11 3. Wallboard, %ileum• - 5/8 in. thick wallboard paper or vinyl surfaced, with beveled, square, or tapered edges. Wallboard nailed 7 in. C.C. ARCHITECT: WESLEY A. DARNEEE CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 1. Nallheade - Exposed or covered with joint compound. 2. Joints - Exposed or covered with fiber tape and joint compound, except where requlred for specific edge configuration. For tapered, rounded-adga wallboard, joints covered with joint compound or fiber 1 tape and joint compound. As an alternate, nom 3/32 in. thlcfk gypsum U veneer Master may be applied to the entire surface or Classified veneer baseboard. Joints reinforced. FE11-1,11 3. Wallboard, %ileum• - 5/8 in. thick wallboard paper or vinyl surfaced, with beveled, square, or tapered edges. Wallboard nailed 7 in. C.C. a with bd cement -coated nallo 1-1/8 in. long, 0-0915 In. shank diarn and 1/4 in. dram heads. When used In widthe of other than 48 in. A9NL mmm: wallboard to to be installed horizontally. v Canadian Gypsum Co., Ltd. - Typas SCX, SHX, WRX (finish rating `o O i14 26 min), Typa C (finish rating 26 min). Calotax Corp. - Type I, Typa 61`3 (finish rating 20 min), Typa A (finish 20 Typa C (finish rating 21 min), Typa 13 rating min), (finish rating 21 min) or FW. Domtar - Type G (finish rating 26 m1n), Ty" 4 (flnleh ' %paum rating 26 min), Typa 5 (finish rating 26 min), Typ® 6, Typo S (finish rating 23 min) or type 8 (finish rating 26 min). Georgia-Pacific Corp, Ga peum Div. - Type GPFSI (Finish rating 20 min), Type GPF52 (finish rating 20 min), Type G1`753 (finish rating 20 min), Type CsP1=84 (finish rating 20 min), Type GfF86 (finish rating 26 min) or Type CsFVB-C (finish rating 20 min). Gold Dond Bullding Products - Type POW (finish rating 20 min), type FBW-Cs (finish rating 20 min), Type% F5W2 (finish rating 24 min), type r-sw3 (Finish rating 20 min), type F5W4 (finish rating 20 min), Type FSI( (Finish rating 20 min) or FBK-G (finish rating 20 min). Pabco GSpeum - Type PG -2 (finish rating 20 min), Pi's -3 (Finish rating 20 min), PG -3W (finish rating 20 min), PG -4 (finish rating 20 min), PCs -6 (finish rating 23 m1n), PCs -3W8 (finish rating 20 m1n). Republic Gypsum Co. - Typa Re -1 (Finish rating 20 min), Typa RCs-2 (finish rating 20 min), Type R3-3 (finish rating 20 min) or Typm Fr4-4 (finish rating 26 min), Typa fats -6 (Finish ratrng PRINTS ISSUED 20 min). 4/4/07 FOR PERMIT standard 61paum Corp. - Type 8GC (finish rating 20 min), Type 13GC--3 (finish rating 20 min) or SGC -G (finish rating 20 min). United States Gypsum Co. - Type 8CX (flnleh rating 26 min), Type G (finish rating 26 min), Type WRX (Finish rating 26 min), Type WR --C (finish ratrng 26 min), Type D (finish rating 23 min). Typa IP-Xl (finish rating 26 min), type FGv (Finish rating 26 min). Type IP -X2 (finish rating 26 min), Typo 5HX (finish rating 26 min) or Type rAr- (finish rating 26 min). Wayarhaeuoer Co, Gypoum Div. - Typa DDNI (finish rating 20 JOB NO. drawn: MAC m1n), Typa DDG2 (finish rating 20 min), Type DDW3 (Finish /� 0604Sa2 CP rating 20 min) or Typa DDPG3 (finish rating 20 min). checked: 4- 3t®el corner Faotenero - (optional) - For use at wall corners. UL ASSEMBLIES Channel shaped, 2 In. long by I in. high on the back olde with two 1/8 in. wide cleats protruding into the 5/8 in. wide channel, fabricated From 24 gauges galy steel. Faotenere applied only to the and or cut .t reiwo VIA edge (not along tapered adgeo) of the wallboard, no greater than 2 to from corner of wallboard, max apacing 16 in. O.G. Nailed to adja J stud through tab using one No. 6d came:nt-coated nail per Faotanen1A ,- a Corners of wall board shall bo nailed to top and bottom plate usingi y No. 6d cement -coated Hallo. D. i3atte and Blanketat (Not shown) -optional glees fiber or mineral wold ineulatlon. r " Oweria-CornIng Flbar leo Corp. t s ✓ ,=1 USGInterfere Inc. �,,,".,.....,._....,.,........,...,..." ....................."...,.,..,.........,........,.,.,.,..,,,..,.,,.....",..,..................w,,..".,.,.._-.._....".,..,.,"...,",,..................,............."....,.......,......✓. United States Gypoum Co_ n #t3daring the U1.. Classification Marking. ,,,,:; .,,,,,,,,,,,,,,,,,,,,,,,,,,,,,_......•..,.�,,.,.,,,,,,,,,,,,,,,.,,,,,.,,,,euw,,;;:;,;,.,,,,,,,,,.,,,,,.,,,an;;e;iia,,;•,;;m,r,;,iY„e,,,,,,, Q copyright 2001 VALUE PLACE u C 0 U • X - WR Z L:j I a __:E:j -4: 0 1_4 A UL SYSTEM NO. W -L-2121 System No. 411-L-2121 F Rating ---2 Hr T Ratinq-0 Hr SECTION A -A 1. Wall Assembly --The fire -rated gypsum wallboard/stud wall ,assembly shall be constructed of the, materials and in the manner spedfied in the individual U300 or U400 Series Wall and Partition Designs in the UL Fite Resistance 9irecturyarid shalt include the fottowing construction features: A. Studs—Wall framing may consist of either wood studs or steel charnel studs. Wood studs to consist of num 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. 0C. B. Wallboard, Gypsum* -Two kyeis of nom 5/8 tn. thick gypsum wallboard, as specified in the individual Watt and Partition Design. Max diam of opening, is 3 in. • 2. Through Penetrants—One nonmetallic pipe to be centered within the firestop system. Pipe to- be rigidly' supported on both sides, of wall assembly. The following types and sizes of nonmetal(ie pipes may be used: r ) "am or 3malle the Jule n l ride PYG Pi e ---Nom 2 in. dt 5 A, Pal Chla ( ) Y� y P ( NF 5 or supply) � s C � r PV _ pipe for use. in cl sed rocas, llularar a rd _n a Q PP Y tis ce P P (R ) or,vented .(drain, waste or vent) -piping system, A nom annular space of 5/15 in. is required in the firestop s steni. B A onitrile Butadiene Styrene ABS)y. Pipe -Nom 2 in. diam (or c ty ) R sma ler Schedule 40 ce(Wlar or solid core ARS pipe for use in closed (process or supply) or vented (drain; waste of vent) piping systems, A nom annular space of 5/16 in. is: required in thefirestop system. 3. Fill, Void or Cavity Material I -Wrap Strip-Nom'1/4 iii, thick by 1 in. wide intumescent wrap strip. The wrap strip is continuously wrapped around the outer circumference of the Pipe once and slid into annular space such that the ends are flush with the suncce of the wall. Wrap strips are installed on each surface of the watt. The Rectorseat Corp.-Metacaulk Wrap Strip 'Bearing the UL Classification Marking 13 BARING WALL SECTION UL DESIGN NO. U341 Design No. U341 Bearing Wall Rating -1 Hr. Finish Rating --- Min 20 min. HORIZONTAL SECTION 1, Wood Studs -- Norn 2 by 4 in., spaced 24 in. UC max: Cross braced 3t raid -height and effectively firestop ed at top "Inc[ bottom of wall. ' 2. Gypsum Board+------ 5/8 in. thick 4 ft wide. Wallboard or (milt applied FiRE RESISTANCE DIRECTORY (SXRH) Fire Resistance Ratings - ANSI/UL 263 (13XUV)-•-Conthtated horizontally or vertically and nailed to studs and bearingplates 7 ill. OC with 6d cement cuatvd nails, 1-718 in.. long, 0.0915 in. shank diarn and 1./41 in, diam head..As an alternate, No. 6 bogie head drywall screws, 1.-7/8 in. long,.rnay be substituted for. the fid cement coated Bails. . See Ggpsuri Board` (CKNX) category for.naines of Classified companies. , Joints and Nallhead,, - 1V,allboard joints of outer layer covered with ) all � i t 'VCS( Irl �' '[ with �ai.nt e d o n c of d. Nail heads of cuter lit ei cu arc 1 tall( round. As an alterna.w, aril 3 3211.. thick Y sum veneer plaster cvt I / gYP P ntay be applied to�the entire surface of Classified veneer baseboard. j, Sheathing- (Optional) - Septum may be; sileathcd with inin'7/16 in, dock wood structural panels man grade C-1)" or "S}reathi.ng' or noon. 1/2 in. tluck Mineral and Fiber Boards'. See Mineral and Fitter Boards (CERG) elite *ory for itannes of Classified companies, ;5, Batts and B atJCets" - 3-1/2 in. .max thickness glass or .mineral fiber batt insulation. Optional when. sheathing (Item 4) is used o:tt both halves of wall. See Batts and Blankets (BZJZ) category for list of Classified companies. Tearing the UT., Classification Mark PIPE PENETRATION 9 BEARING WALL SECTION UL SYSTEM NO. W -L-2122 UL DESIGN NO. U356 System No. W -L-2122 F Ratin9---,2 Hr T Rating -0 Hr FIRE RESISTANCE DIRECTORY (BXRH) Fire Resistance Ratings - ANSI/UL 263 (BXUV)-CoWinued SECTION( A -A 1, Watt Assembly --The fire -rated gypsum wallboard/stud watt assembly shall be constructed of the materiats and in -the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL fire Resistance Directory and shall include the following construction features: A. Studs -Walt framing play consist of either wood studs or steel channel studs. Wood studs to consist of nom 2, by 4 in. lumber. spaced 16 In. OC. Steel studs to be min 2=1/2 in, wide and spaced max 24 in. OC. 8. Wallboard, Gypsum" --Two layers of nom 5/8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design, Max diam of opening is 3 in. 2. Through Penetrants -One nonmetallic pipe to he centered within the firestop system. Pipe to be rigidly supported on both sides of watt assembly. The following types and sizes of nonmetallic pipes may be used: A. Polyvfnyt Chloride (PVC)) Pipe—Nom 2 in. diam (or smatter) Schedule 40 cellular or solid core PIVC pipe for use in closed (process or supply) of vented (drain, waste or vent) piping system. A nom annular space of 5/16 in. is required In the fifestop system. B. Acrylonitrile Butadiene Styrene (ABS) Pipe—Nom 2 in, diam, (Or smaller) Schedule 40 cellular or svhd cure ABS pipe for use in closed (pracess or supply) or vented (drain, waste or vent) piping systems. A nom annular'space of 5/16 in. is required in the firestop system. 3. Fill, Void or Cavity Miteriat*—Wrap Strip—Nunn 1/4 in. thick by 1 in, wide intume5cent'larap strip.The suraPstrip i,, continuously wrapped around the Outer ClfctinitererlCC of the pipe once and Slid into annular space such that the ends are flush with the 5urfar;e of the Walt. Wrap strips are installed on each surface of the wall. The Rectorseal Corp.—Biostop Wrap Strip "Bearing the IJL Classification Marking PIPE PENETRATION UL SYSTEM NO. W -L-2137 Desxg1l No. 0356 (Exposed to Fire on Interior Face Only) Bearingg Wall Rating -1 lir Fintsli Rating - 23 Min HORIZONTAL SECTION 1. Wood Studs - Nont 2 by 4 in. spaced 161n. CIC with h-vo 2 by 4 in. tap and one 2 by 4 in. bottom plates. Studs laterally -braced by wood strucLural panel sheathing (Item 5) old effectively fire slapped at top and bottom of wall. 2. Gyppsum Board*- Any Classified 5/£i in. thick, 4 ft wide, applied ver- bcally and nailed to studs and bearing plates 7 in. OC with 6d cement - coated mails, ,1-7/8 in. long with 1/4 in, diam Itead. See Gypsum Board (CKINX) Categury for names of Classified Companies. 1 Joints and Nailheads (Not Shown) - Wallboard joints covered with tape and )Joint contpouncf, N tit heads covered TVitll joint compound, . 4. Batts and Ulankv(s+- Mineral fiber Or glass fiber insulation, 3-1/2 ill, thick, pressure fit to fill wall cavities between studs and plates. Mineral fiber insolation to be untfat.ecl and to have a will density of 3 pcf. Glass tibe.r insulation. to be faced with alu.nlium foil or kraft paper and to have a min densityof 0.9 cf min R43 thermal insulation rating). See Batts and Blnkets (BK.NV) Category in the Building daterials Dirfxtory and Batts and Blankets (B!JL)Category In the Fire Resistance Directory tctcr fin names m 0 of Classified C ,nies. p S, Wood Structural Panel Stteathinl;- , lin 7/16 in. thick, 4 ft wide wood. structural panels, main grade "C -D" or "Sheathing' . Installed with long dimension of sheet (strength axis) or face grain of plywood parallel with or perpendicular to studs. Vertical joints centered on i. 4 . studs. Horizontal joints packed with nom 2 by I nI, wove blocking, Attadtecl to studs on exterior side of wall with 6d cement coated box nails spaced 6 in. CC at perimeter of panels and 12 in. OC along inte- rior stud41 I s. 6 WALL ASSEMBLY at ELEVAT UL DESIGN NO. U905 NOTEi Dearing Wall Rating - 2 Hr. AT HIGH WIND Nonbaarfng Wall Rating - 2 Hr. LOCATIONS ONLY Horizontal Section 1 1. Concrete Blodko- - Various designs. Classification D-2 (2 hr). gee Concrete Hlocke catagory for list of ellglble manufactures. 2. Mortar - Blocks laid In Full bed of mortar, nom. 3/8 In. thio of not lees than 2-1/4 and not more than 3-1/2 parte of clean sharp sand to I part Portland cement (proportioned by volume) and not more than 50 percent Nalrated lime (by camtant volume). vertical Joints staggered. 3. Portland Cement Stucco or Gypsum Plaeter - Add Irl hr to claeslfl- catfon If ueed. Where combuetfbla members are framed in wall, piaster or stucco must be applied on the face opposite Framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete block (Item 1). 4. ooee core L Masonry Pill - If all r spaces are filled with Ivvae dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated partite Iooca fill insulation add 2 hr to claeelflcatlon. 5. Foamed Plaeitic- - (Optional -Not Shown) - 1-1/2 in. thick max, 4 ft wid. sheathing attached to concrete blocks (item 1). k3Pk3 AMERiCA INC 15PB CELOTEX - Type Thermax •Dearing the UL Classification Mark CEILING ROOF ASSEMBLY A & �0. — � wA w --- ROOF 5/8 FURRING CHS APPROXIMATE CEILING WEIGHT: 12 par FIRE TEST: UL 840024, 00NK26545, 4-27-01, UL PE81GN 1-556 WOOD ROOF TRUSSES, GYPSUM WALLBOARD, RIGID FURRING CHANNELS Base layer LTi' type X gypatml wallboard applied at right angles to wood roof trusses 24' o.c. with 11/4' Type W drywall ocrawe 12' o.c. Second layer Ne' Hype X gypsum wallboard applied at right angleo to truaeae with 2 Typa W drywall acrawa 12' o.c. Second layer ,Joints offset 24' from base layer joints. Third layer V type X gypsum wallboard applied at right angles to truseae with 2 Type W drywall ocrawe 12' o.c. Third la ar jotnte offset 12' from aes and layer joints. Hat -shaped rigid Furring channels 24' o.c. applied at right angleo to trueeee over third layer with two r 2 Ion T a W dr wall screws at each h trues. Face la er typa X gypapiml wallboard applied at right angles to furring channels with Ills' Type S drywall ocrawe 12' o.c. Wood trueeee s supporting i4 T 1 G edge wood structural panels applied at right angles to trusses with 5d nails 6' o.c. at joints and 12' at intermediate kjorato. Appropriate roof covering. Calling providese two-hour fire-reeletant protection for wood Framing. System No. W -t-2137' 6. LXterlUr lacings - 1115tallecl fit accordance with the manufacturers installation instRictiorts. One of the following extedox facings N to be F Rating --^1 Hr applied over the sheathing: U T L E T S I N SAME STUD SPACE t Rating -1 ilr A. VicrylMPlastic Siding -olded " - Coritvured rigid vinyl siding having it flame spread vat"e of 20 ur lei:;. (FOR USE WITH NON FIRERATED METAL BOXES] See h9vlded Plastic (B'['�YI'} catel;ury in file Building Materials llifor neaten mta'rd3. B.Partide.lg a d Siding- flidboar exterior siit y,, including. r n}(ALTERNATE-USE UL RATED ELECTRICAL BOXESI patterned panel or lap siding. C. Wood Structural Panel or Lap Siding, --- APA Rated Siding, Li Li Li Extedor, plywood., OSB or cont site pastels with veneer faces and structural wood core, per 1 S 1. or APA Standard PRP -108, - — — — - fl ineluding texhlred, romglt sa'aVn, ntediuut density overlay, brushed, grvobed and lap siding. CLIP -R9700 D. Cernentitiuus Stucco - Por•tland cement or synthetic stucco sys- WALL OPHO. PROTECTIVE MATERIALS tams with self -furring metal lallt or adhesive base coat. 'Thickness C�-IVI6 IN. FLUGH DEVICE u L 67DED METALLIC C CUTLET FOR USE WITI4 MAX 15oXEs front 3/6 to .i/4 in, c{epending oil system. INSTALI-EP WiTH STEEL COVER PLATES FOR USE IN I OR 2 HR E. Brick Veneer — Any type on none 4 in. [vide brick veneer. FIW RATOD GYP6UM 150ARD WAI-1. A66"I.05 PRAMOP WITH tVhen brick veneer i.s used, the ratilig is applicable with exposure MIN 3-1/1 IFL WIDE WOOD OR 6Ti_Fl. STUP6 AND C4N6TRUCTED AS on either face. brick velleer• fastellCd with corrugated metal wall 6PEGIFIM M TWE MpIVIDUAL U3m4i OR U4t0 SERIES WAIL AND SEG110N A -A ties attached over sheathin to wood studs with 8d nail per tie: PARTITION DESIGNS N THE FIRE RESISTANCE PIt3EGTORr, b P OUTLET BOXES SECURED TO WOOD STUDS 13Y MEANS OF TWO tins spacucl riot inure than each sixth course of brick and max 32 NAILING TA56 M CONJUNCTION WITH NAILS aUPPIIM WITH THE in. OC horizontally One in. air space provided between brick OUTLET BOX. i. wall Assembly—The fir. -rated 2vpwnr wallboard/stud watt assembly veneer and:iheathittg. slralt,be constructed of the materials And in the manner spedtied in the individuat U300 or U4UO Series Niall slid Puitition Uesigns in the UL fire F. Exterior Insolation and Finish System (EIFS) — Nuul 't in. MOLDADLE PUTT(" PAPS ARE TO BE INSTALLED TO COMPLETELY COVER THE EXTERIOR SURFAGE6 OF THE OUTLET Rsistance Dirattory and slratliuclude the following cunstruction features: eFoonted Plastic" inSulatioit bearing the UL Classification Ivlarkiu EaiDX (E7CCEPT FOR THL SIDt CF THE OUTLET t'SOX A[3AIN87 71-E A. Studs—Wall framing m,y consist of either wvud studs or steal attached over sheathing and firiis)lied with coaling system, or STUD) IN01 UDING NAILING TACE AND GCFR'LETELT SEAL channel studs. Wood studs to consist of nuns 2 by 4 in. lumber spaced Portland cement ors nthetic: stucco B stems in accordance with. AGAINST THE STUD WITHIN THE STUD CAVITY. ADDITIONAL PUTTY 16 in. UC. steel studs to be mill 2-t/2 In, wide and spaced rnax 24 in, y y , ' MATERIAL USEp TO SCAL AIWUNp MACH CONPUIT ANP/OR 0C manufacturer's instructions. Sue Fuauled 1 lastic (BRYX and CABLE FITTING ON THE EXTERIOR OF EACH Box. A MN 1/0 N. B. waUbwrd, Gypsum'—Une layer of 5/6 in. thick gypsum wallboard, CCVW) carte dries for names of Classified companies. THIC$WFM OF PUTTY MATERIAL IS WCUIREP ON THE EXTERIOR a5 sip cihed in the individual wall and Partition Design, Max diaur of G Sitting----- Xminum or steel siding attached over sheathing to OUWACES OF FLUSH 015v[01!DOXES N I AND 2 HR FARE RATED opening is 2.1/4 ill.t. E. Through Venetia—One nunmekallic pipe or conduit fur uce in closed studs. WALL AND PARTITION DESIGNS. WHEN THE MMPA15LE Ft7TTT (process or suppty) or vented (train, waste or vent) piping systems, 'flearhig the UL Classification Mark PAD OUTLET I'.OX PROTECTIVE f'IATERIAL f6 UOED ON BOXES incl died either concentrically or eccentrically wi[hin the firestop'system; Oft Boll ( SiDES OF WALL AS DIRECTi�, THE HORIZONTAL rhe annular ace between the pipe or conduit and the edge of tlw SEPARATION BETWEEN OUTLET I30XE6 ON OPPOOITE SIDES OF space Opening shag a min 3/8 in. to mar. 13/Io in. Pipe or conduit to be THIS tUAIL MAY � LESS THAN 74 IK PROVIDED THAT THE rigidly supported on both sides of wall assembly. rhe following types and OUTLET BOSS ARE PROTECTED sizes of nomnetallic pipes or conduits maybe used: A. Pulyvtnyl Chlurlde (PVC) Pipe—Nom 3/4 in. diam (4r smaller)schedu S01elidcorepeCpipo. ELEV, EQUIP, ROOM/CEILING ASSEMBLY B. Chlorinated Polyvinyl Chloride (CPUC) ►'ipe--Nom. 3/4 in. diam (or smallerltef))SUR(] CPVC pipe. 3. Fill, Vold or Cavity Material"—Sealant—Min thickness or 5/0 in. of fill mateiial applied within annulus between pips or conduit and periphery of the opening, flush with both surfaces of watt assembly. 10 VAP, Inc --DAP Firestop Sealant 'Bearing the hl. Classification Marking GA FILE NO. FIC 5750 2 HOUR FiRE APPROXIMATE CEILING WEIGHT: 12 psf FIRE TEST: UL R4024, 0ONK26545, 4-21-01, UL Design 1.55ro WOOD FLOOR, WOOD I-JOi5T5, GYPSUM WALLBOARD, RIGID FURRING CHANNELS -I -7- 1 14 Case Layer No" type x gypsum wallboard applied at right angles to 131/2' deep CD a wood I-jolsts 24' o.c. with 11/4' Type W drywall screws 12' o.c. Second layer %' o type X gypsum wallboard applied at right angles to I-Jolsts with 2' Type W �° drywall screws 12' o.c. Second layer Joints offset 24' from base layer joints. o Third layer No' type X gypsum wa llbaord applied at right angles to i -joists with 21/2' Type W drywall screws 12' o.c. Third layer joints offset 12' From second 0 layer joints. Nat -shaped rigid furring channels 24' o.c. applied at right angles - to I-Jolats over third layer with two 2%' long Type W drywall screws at each E i -joist. Face layer 5/8' type X gypsum wallboard applied at right angles to i- furring channels with 111/15' Type 5 drywall screws 12" o.c. Wood I - joists supporting 3/4' T 4 G edge plywood floor applied at right angles to 1 -joists o with 8d nails ro' o.c. at joints and 12' at intermediate I -joists. Ceiling provides two-hour Pfre-resistance protection for wood framing. U rn - R 0 3 FLOOR AT WATER CLOSET UL SYSTEM NO. F -C-2037 I- ' 751StS7S7%eli2 K ?S7S29A? IG IP I. Floor-Caflln Aooembl -- The fire rated solid or tru®sad lumbe-ceyy rr oist-floc f1ln aeeambly shall be conotruucted of the materlale and In the manners ecfriad in individual L500 8drriee Ploor-Ceatilriq Deaf ne in the UL Pira Reelatance Plractory_ The gqeneral construction datAtle of the floor-cellin aesembl are summarized below: g y A. Flooringg System -- Lumber or plywood oubfloor with finish fTooT of lumber, plywood or Floor Toppping Mfxtura• as specified in the individual Floor-Cefling Dealn. Max diam of opeanfngc{ le 5 in. E3. Wood Joloto -- Nom 2 by 10Tn. lumber folate spaced 16 in OC with nom 1 by 3 In. lumber brfdclinac{ and with ends flreetopped. As an alternate t3 ILThtber jotote, nom Ire In. deep (or deeper) lumber, steel or combination lumber and electolete, truseae or Structural Wood Members- with bridging as required with and firestopped. C. Furring Channels -- Resllfent galy steel furring installed perpendicular to wood joists (Item 10) betwean wallboard (Item IO) and wood joists ae required In the fndlvidua I Floor-Gelltnca� Peal fl. D. Wallboard sum- -- kion 4 Tt wide by 5/8 In. thick as sppecif(e in this ind►vldual Floor-Cellivg Pasfgn. Wallboard secured to wood joleta as epecffled in the Individual Floor-Cailin Detalaan. 2. Drain Pfpinqq -- Nom 4 in. dlam Tor emaTlar) Schedule 40 polyvinyl cFilorfde (PVC) or acryTonlErile butadiene stgranes (Af3S) drain piping and fittingqe. Dlam of circular oppening hole tFrouelh flooring (Item 1A) to bee max 1/2 in. larger than outalde dram of pipe. Short Ian th of pipe with 9degree 0 dree elbow Fitting cemented Into bottom socket of closet flangqe (item 5) prafn plpinc4 cemented to elbow. 3. Firestop %otem -- The Firestop egatam shall conolot of the Fallo l I A. Fill, Vold or Cavlty Material - -- Wrap Strip -- Nom 1/4 tn. thlck fntumaecont material Faced on both sides with plastic film, euppliod in 1-I12 in wide strips. Nom 1-1/2 In wldes strips tightly -wrapped around nonmetallic ppippe with the edge* butted agafhat the underolde OF flooring around the entire parlmeter of the hole- eawsd opening. Two la are of wrap strip ar required. Each la er of -wrap Gtr to bar tNe w f fns fl d with butted seam butted seams 1n auccaaalva lagers ataggerecl or allgnad. Wrap strip layer(®) temporarily held in position using aluminum fall tape. Specified Tec violscI fes Inc- -- SpecOeal t�P Strip Br. Steel Collar -- Coiiar Fabricated from collo ofscut 0-016 in. thick (30 MSG) � claly shoot steel available from wrap strip manufacturer. -Collar shall be nom 1-1/2 in. deep with min four I in. wide by 2 in. long anchor tabs for aecurement to top eurfaca of floorin Retainer tabs, 3/4 in. wide tapedno down to -1/4 In. wide and located-oppposite the anchor tabs, are folded 1 0 dqgraea toward though-panetrata eurfaca to maintain the annular space around the though- enetrates and to retain the wrap otrf�s. Steel collar wrapped around wrap strips Arid through -penetrate with a I in. wide overlap along It's perimeter joint and secured toq ether bg maane of -min 1/2 Th. wide by 0.028 In. thlckneao etalnleee oteel hooe clamp at mid -height of the steal collar. A an alternate to the *feel hose clamp, the steel collar can be secured together by maane of three No.B by 3/8 In. long 6teel oheat metal screws. Anchor tabs of collar bent outwards and secured to top surface of flooringg or underside of Floor uelnqq min 3/4 -Tri . long steal wood ecrewe in coNunct,Rm with 1/4 In., by 1-1/4 in. d am steel fender washera. 4. Gloeet Flangqe -- PVC or 4k30 cloeat stub sized to accommodata drain pipe. Closet flange Installed fn hole-eawed opening In flooring ayetem with flange eacured to top or flooring with eteol screws. D. Water Closet -- (Not Shown) -- Floor mounted vltraouc china WALL OPENING PROTECTIVE MATERIALS (CLIVI DESIGN NO. UL g9700 1 N ,;-­, /� / "l I/ \ UNDE"ITERB LLA50 pTORIEB, INC. 1, 1L WALL OPENIW3 PROTECTIVE MATERIAL AFIRE RESISTANCE CLA33INCATION typicalgueatroom SEE H;==T CATEGORY party wall conetructlon rated plastic IN UL FIRE RESISTANCE DIR3=CT0RY alae. box w/ 3M wood blacking (size putty pad aMINNESOTA MINI enr-asmant NC�r i Mrs Co to be the dimension of 3M CENTER, 6T PAUL, MN 55144 the elec. box plus 1/2') Typa MPP -48+ moldable putty pads for uae with max Meted Metallic 4 11/16 b 4 Il/16 In. flush device This category covers proprietary compoeitlone which are y used to malntain the hour) ratinga of fire reolotiva walls UL outlet Qoxaa In fires rated gypsum wallboard wall assemblies in. wide wood or steel stud* y d and partitions containing Flush mount+sd devlcea a p g ucl•r as outlet with min 3 1/2 framed constructed as specified In boxes electrical cabins -e and mecktanfcal cabinets. thio Individual Claeefffcatione indicate the specific apppllcatlona the Individual 11300 or acSeries Dealggno in and the method of Installation for which the mater ale the Fire Roel*lance pfrectortory. Partition Wall and have been evaluated. Moldable putty pada are to bas installed to The baefc standard uead to Inveetl completely the stud eavlty within cover the ata roducte in this exterior surface of the box putty material uead category le ANSI/UL 263, 'Fire Taet of Bullctfng to plug the and of each with a ball of elactrlcal Construction and Materials'. Mertallic tube or conduit at ito connection to the LOOK FOR CLA681FIGATION MAW,ING ON PRODUCT box. A min 1/8 in. thickneae of putty material fa required on the extarlor surfaces of Flush device This classification Marking of Underwrftore Laboratories, boxes in I and 2 hr fire rated Wall and Deolgna. Inc. (shown above) on the product or container to the Ukiah Partition the moldabla putty pad outlet box onl method provided b Under'wrltere LAborator 1a e, Inc. pprotece tivmaterial 1e used as directed, the to ydentlfy Wall opening Protective Materials produced horizontal eopamticm between outlet boxes on under its Classification and Follow -Up Service. opposite eldea of the wall may be lase than 24 In. provided that the outlet boxes are not Installed back to back. 15 PIPE PEN, at FIRESTOP UL SYSTEM NO, W -L-2007 (5TUP WALLS 51MILAR) Natem No. W -L-2067 F Rating -1 and 2 Hr. l8ee Item U 2 T Rating -1 and 2 Hr. (Selo Item 1) G A 2 ID ire - 3 A 3. i�J._._ 6EGTIQN A -A 1. Wall Aaaembly - The 1 or 2 hr. Ffra-rated gypaum wallboard/stud wall aceembiy shall be constructed of the materfale and in the manner operclffvd in the lndlvldual U300 or U400 Serloo Wali and Partition Deolgn* In the UL Fire Reolotancs Dlractory and shall include the following conatructfon features: A. Stud - Wall framing may conofat of olthar wood otudo or otael channel etudo. Wood etude to conslet of nom. 2 by 4 In. lumber *paced 16 in. OC. Steal ctudo to be min. 2-1/2 in. wide and opaced 24 in. OC. E3. Wallboard, Gypsum- - l3/8 in. thick, 4 ft. wide aquare or tapered edges. The gypsum wallboard, typa, thickness, number of layara, Fastener type and sh"t orientation shell ba as specified in the fndfvfdual U300 or U400 Serieo Daelgn In the UL Fire R96letance Plractory. Max. diam. opening is 4-3/8 in. The hourly F and T Ratfnge of the fireetop system are equal to the hourly fire rating of the wall aeoeambly In which It i6 installed. owl WALL ASSEMBLY (INTERIOR WALLS AND SHAFTS) UL DESIGN NO. U301 BEARING -3 WALL RATING -2 HR FINISH RATING- 66 min. 1. Nallheada - Exposed or covered with Joint compound. 2. Joints - Expoead or covered with fiber tape and Joint flnlaher. A6 an alternate, nominal 3/32 in. thick gypeum vanaer plaster may be applied to the entire surface OF Classified veneer baaaboard. Joints reinforced. 3. Nails- 6d cement coated nafla 1-1/8 in. long, 0.0915 in. shank diam. 1/4 Tn. diam heads, and W cement coated nails 2-3/8 in. long, 00113 in. shank diam, 9/32 1n. diam heads. 4. Wallboard, Gypsum# - 5/8 In. thick two 14ysm applied either horizon- tally or vertically. Innar layer attached to studs with either 1-7/8 in. nails spaced 6 In. OC. Outer layer attached to studs over inner layar with the 2-3/8 In. long nails spaced 8 In. OC. Vartical Joints located over etudo. All joint* in Face layero otaggarad with ,Joints in Ivaco layero. Joints of each base layar offset with joints of base layer on oppefte side. AMERICAN GYPSUM CO- Types AG -C, A PX -11, AIX -C. BEIJIW4 NEW BUILDIWi MATERIALS CO LTD- Type PDX-1. F3Pf3 AMERICA INC 5P5 CELOTEX- Type I or FRP. CANADIAN GYPSUM COMPANY- Typea AR C, IP -AR IF -XI, I1 --X2, IPC-AiB, 5CX, SHX, WRC, WRX, FRX. CONTINENTAL CrtYPSUM COMPANY- Type CG -2, CG -3, CG -3W, CCs-3UJ6, C35-5, CG -51113, CG6-6, CG9-9, CG -C, CGTC-C. G -P GYPSUM CORP, 61113 of GEORGIA -PACIFIC CORP- Types 5, 9, C, DGG, DS, 60F86. JAMES HARDIE GYPSUM INC- Typas Pfre X, Max'c'. LAFARGE NORTH AMERICA INC- Types LGFC-C, LGFC2, LGFC2A, LGFC6, LGFCOA, LGFC-C/A. NATIONAL GYPSUM Co- Typesa F8K, F84< -C, FSK -G, F8W F5111-3, FSU► -C, 1`51W -Cs. NOWB FIPS A/S - NOFFITBE X, NOFRFIRE XA. PA13CO GYPSUM, DIV OF PACIFIC COAST 5UILDING PRODUCTS INC - Type C, PG -2 PCs -3, PG -3W, PCs -4, PG -5, PCs -5W, PCs-SWS, PCs-% or PG -C TEMPLE-INLAND FOREST PROIDUCT6 CORP - Type TG -C SIAM GYPSUM INDUSTRY CO LTO - Typa EX -1 6TANPARP GYPSUM L L C - Type BGC, SG -C, or BGC -G. UNITED STATES GYPSUM CO - Type AR C, FRX, FRX-G, IP -AR, IP -XI, IP -X2, IPC -AR SCX, SHX, WRc, WRX. WESTROC INC - Typa Weetroc Fi-Rok. User MEXICO s A PI. C V - Types AR, C, IP -AR IP -XI, IP -X2, IPC -AR, BCX. SHX, WRC, WRX. 413. Gypsum 0oard• - (As an alternate to item4 and 4A) - 5/8 in. thick 2 ft wide, tongue and groove edge, applied horizonally as the outer layer to one Olde of the aeeembly. Secured as described to item 4. Joint covering (item 2) not redufred. ASSOCIATEp MATERIALS INC ALSIpE, TDIV GF GENTEK 13UILDINcs PRODUCTS LTD HEARTLAND BUn_01NG PRODUCTS INC VIYTEC CORP NEBRA 5KA PL ASTICS INC -Dearing the I.I.L. Claeslflcatlon Marking. Through -Penetrants - One nonmsta IIIc pipe or condult to ba centered within the ffreatop eyetam. The max. diam. of the through penetrant and annular space within the flre*top system la dependant upon the type of fill material (Item 3). Pipes or conduit to bes rtgldly supported on both afdese of the wall assembly- The following types and slzaa of nonmetallic pipesa or conduit may be used: A. Polyvinyl Chloride (PVC) Pipe - Nom. 2 in. diam. (or amaller) Schadula 40 oolld cora PVC pipe for uses to cl000d (proceaa or supply) pfpfng g6teme. E3. Chlorinated Polyvinyl Chloride (CPVC) Pip® - Nom. 2 In. diam. (or amalleO SDR 11 CPvC pipe for uoe in closed (proceeia or oupply) piping 6y6tama. C, Rigid Nonmetallic Conduit+ - Nom. 2 In. diam. (or smaller) Schedule 40 PVC conduit Installed in accordance with Article 341 of the National Elactrfcal Code (NFPA No. 10). Fill, Vold or Cavity Materfalr-3a4lant - In 2 hr. fire rated aeaemblfeo, min- 1-1/4 tn. thlcknetee of fill matarlal applied within the annulue, Fluoh with both ourfacese of wall. In 1 Fr- Fire rated aboetnbllero, min. 5/8 Tn. thickneoa of fill material applied within the annulua, on both surfaces of wall. Additional fill matarlal to be installed ouch that a min. 5/8 In. thick. crown Is Formed around the penetrating i+ism and lapping a min. 1 in. beyond the periphery of the opening. The max. diam. of thea through penetrant and annular space within the firestop system to dependent upon the type of fill material as tabulated below: Max. Diam. of through Nom. Annular Pannatrant In. Space In. FII( Material Type I 1/2 EP 2 1 1 loolatak International - Typae EP and I + Bearing the UL Listing Mark - Bearing the UL Clasaiffcatlon Marking FLOOR PENETRATION AT TUB UL SYSTEM NO. F -C-2036 I I ! 9%01— __u �m " THE ARCHITEC-T5 AND ENGINIEEIEER9 WILL NOT 5E INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SUBSTITUTIONS, CLARiF[CATIONS, BIDDERS LISTS, 511D DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE- JOEL PALMER 941-1320-2643 FAX 407-1-14-io697. d L =r� 1 d s 9t9961 919f61n➢N�lldtnl __..—.._ F_....... ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E ESTES 105 N. Washington Wichita, Kansas 672202 ph 316.262.4700 fx 316.162.0007 W U _4!� F-1 �04 �-� _� ,�.,�_ 4- r- v- G 04,C$ ra �:) E_ �4 � Is r"Mm., 1. Floor -Coning Assembly -- The fire -rated solid or trussed lumber jolst floor -ceiling assembly shall be construction of the materials and in the manner specified in individual L500 Series Floor -Ceiling Designs in the UL Fire Resistance Directory. The general construction details of the floor -ceiling assombly are summarized below: A. Floor System -- Lumber or plywood subfloor with finish floor of lumber, plywood or Floor Topping Mixture* as specified in the individual Floor Ceiling Design. Rectangular cutout in flooring to accommodate the bathtub drain PRINTS ISSUED piping (Item 2) to be max 8 by 12 in. 4/4/07 FOR PERMIT B. Wood Joists -- Nom 2 by 10 in. lumber Joists spaced 16 in. OC with nom 1 by 3 in. lumber bridging and with ends firestopped. A an alternate to lumber joists, nom 10 in. deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members* with bridging as required with ends firestopped. C. Furring Channels -- Resilient galv steel furring installed perpendicular to wood joist (Item 1B) between wallboard (Item 1D) and wood joists as required In the individual Floor -Ceiling Design. D. Wallboard Gypsum* -- Nom 4 ft wide by 5/8 in. thick as specified in the Individual Floor -Ceiling Design. Wallboard secured to wood joists as specified in the individual Floor -Ceiling Design. Two pieces of gypsum wallboard, each min JOB NO. 4 in, longer and wider than the cutout in the flooring, screw -attached to y� bottom of flooring concentric with cutout. Diem of opening hole -sawed through through both layers of the gypsum wallboard patch to be 1/2 to 5/8 in. VV J larger than outside diam of bathtub drain piping (Item 2). 2. Drain Piping -- Nom 1-1/2 in. diam. Schedule 40 polyvinyl chloride (PVC) �� ASSEMBLIES or acrylonitrile butadiene styrene (ABS) pipes and drain fittings cemented together and provided with PVC or ABS bathtub waste/overflow fittings, respectively. 3. Firestop System -- The firestop system shall consist of the following: A. Fill, Vold or Cavity Materials* -- Wrap Strip -- Nom 1/4 in. thick intumescent material faced on both sides with a plastic film, supplied in -�I— Q 1-1/2 in. Nom 1-1/2 in. wide aluminum foil tape and slid into hole-a�vgs opening in gypsum wallboard path (Item 1D). Top edge of wrap strip T, = extend a nom 1/2 in. below above top surface of gypsum wallboard pa ch. Specified Technologies Inc. -- SpecSeal RED Strip B. Fill, Void or Cavity Materials* -- Sealant Nom 1/4 in. thickness it material to be applied to perimeter of wrap strip at it's egress from underside of the gypsum wallboard patch, Nom 1/4 in, thickness of Sif material to be applied to the exposed edge of the wrap strip layer and to fill all gaps between the wrap strip layer and the tee of the drain fitting on the top surface of the gypsum wallboard patch. Specified Technologies Inc. -- Spot; Seal 100, 101 or 105 Sealant *Bearing the UL Classification Marking drawn: MAC checked: CP &1111411M Q copyright 2007 VALUE PLACE I I I I I I I I I I .1 1- C5 C3 I I I I I I I STAIF'S III l I 13z I J >� _❑ ❑ >�EE STUD 10 — r I I r — STUD IO STUD IO r- —� 130 — �I ❑ —J 12v 12G L—JI A ❑ ❑ A A ❑ I ❑ ❑ ❑ oilI I / /_11 4"0 EXHAUST WALL CAPS WITH GRAVITY DAMPERS AND ALUMINUM LOUVERS. C6 \-' \-_8 I I I I I I COMPANY 0 9< SEE SITE PLAN FOR PROVIDE 12X34 LOUVER IN WALL BESIDE DOOR. PROVIDE CONTINUATION. 2—POSITION DAMPER. INTERLOCK WITH EF -3. MOUNT TOP 1 GAS METER BY UT �L rY OF LOUVER 2' BELOW BOTTOM OF EXHAUST OUTLET. 1 I \ COMPANY (h49 FH) PROVIDE (6) 4' D YER VET WALL I_ CAPS WITH BACK RAFT DAMPERS I 8x6 EXHAUST WALL I T FIRE CAP WITH GRAVITY 1 " 1 2RISER x 1 I I AREA 1 \ DAMPER. 4"� _j _ _ 1-2 1 WALL CAP ITH BIRD THREE 4"0 WATER HEATER SCREEN, MOUNT BOTTOM AB VE I EXHAUST VENTS AND FRESH % WINDOW IN JOIST SPACE. PRO D I AIR INTAKE UP THRU 2ND=332—POSITION MOTORIZED DAMP R. _ ' I FLOOR. SEE CONTINUATION, M2 FOR 4" ! ' EF -3 I / INTERLOCK WITH OELECTRICAL PLANS SEI ` 4'--- I _ 12x12 HART & CO Y — WH -1 I I PERFORATED GRILLE WITH FIRE G ` DAMPER. PROVIDE ACCESS TO 1 ' VENDING I I fl`I MOTOR THRU GRILLE. Q I \ � I - - - - L — — — J -1 "0— — � � � 6" 0 EXHAUST WALL CAP 1 I r-- _I 4 1 WITH GRAVITY DAMR, 1 WH -3 t1ILI J - - EXPANSION TANK ' j 2 J LAUNDRY I �— — —� — 142 RUN IN TJI SPACE (TYP OF 6) I HALL I 1 / I --E 134 I �� - -I ACCESS DOOR STUDIO SLEEPER' --EXHAUST I zoc-�p ELEV. / DUCTS r EF 210 PENETRATING I FIRE RATED 1 I — 001 / FD_ WALLS SHALL _ O BE A MINIMUM 1 26 GAGE SHEET _ I i=LEVATOR METAL WITH EQUIPMENT T LIQUID TIGHT I I32� F5 ALS/AND 1 0i IT 1 FD �ENLARGE�DME CHANICAL PLAN SCALE: 1/4"= 1'-0" I (TYPICAL) 1-1 SEE ARCHITECTURAL PLAN B/A2.1 FOR WALL OPENING LOCATIONS AND PENETRATIONS. 11 12 I I YmRN ALL 9ESM DOCK PROMOE N O& VATH !F-1 MOUNT TOP / N BO OF EXHAUST OURET. / A) 45 rt lfi.. C3 -14 I I I I I I I I I I I I LIQUID TIGHT SEALS AND BUTT DOINTS. (TYPICAL) PROVIDE DRYE VENT WALL CAP WITH BACKDRA T DAMPER 24x18 LOUVER, MOUNT BOTTOM PER ARCH PLAN SHEET A2.1. PROVIDE 24x18 HART & COOLEY RETURN AIR GRILLE, MODEL 650, ON INSIDE SURFACE. u FIRST FLOOR MECHANICAL PLAN SCALE: Ab" = 1'-0" I I I (2) 6"0 EXHAUSTWALL CAPS WITH GRANY DAMPERS AND ALUMINUM LOUVERS. PLAN NOTES: O 10x10 HART & COOLEY, RETURN AIR GRILLE (A) 650 WITH FIRE DAMPER. MOUNT TOP OF GRILLE 6" BELOW CEILING. r THE ARGNITECTS AND C� a) ENGINEERS WILL NOT DE T INVOLVED WITH F'IDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWING5, 5F'ECIFICATION5, 5U55TITUTION5, CLARIFICATIONS, BIDDERS LISTS, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-1320-2ro43 FAX 40i-7I4-ro�9�. Illega I I i. " J' I /F ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E ESTES 10.5 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 11 PRINTS ISSUED 4/4/07 FOR PERMIT 8/22/07 ADDENDUM -#I CITY COMMENTS 103 NO.drawn: RAS 06045.2 checked: GEN MECHANICAL FLOOR PLAN First Floor - 0 E ijEWED ,LA B { VI NAV, I i E N, G 'I_ ''E,:: .0 . KJ_ PRINTS ISSUED 4/4/07 FOR PERMIT 8/22/07 ADDENDUM -#I CITY COMMENTS 103 NO.drawn: RAS 06045.2 checked: GEN MECHANICAL FLOOR PLAN First Floor - 0 E ijEWED ,LA B { VI NAV, I i E N, G 'I_ ''E,:: .0 . 4"0 EXHAUST WALL CAPS WITH GRAVITY DAMPERS AND ALUMINUM LOUVERS. 4"0 EXHAUST WALL CAPS WITH GRAVITY DAMPERS AND ALUMINUM LOUVERS. O C3) ` ❑ ❑) (`6) (7) (11 (9) '10 1 '1 12 13) C14❑❑ C16) (17) (2) 6"0 EXHAUS WALL I I I CAPS WITH GRAVITY DAMPERS r72 TYPICAL �` - _ _T-1 I PTAC-I -f 7T�5 AND ALUMINUM OUVERS. % j � I 1 I 1 I � � I 1 I I III � I I I \ I I � I L I I I _..k:❑- . _ I _ ���;�� ❑❑ C2.) ❑❑ I I I I I I I PTAC-I I (TYPICAL) i- 5TAf21?5 I �� LEEPE_ JL l ° / G L J ❑ �I L STUDIO cfl STUDIO _ U Sf� _❑ - �1 ❑ % STUPIoEA i -I r -I�--I 2A -/- STUDIO --�r �l' I' Ir -� 5TUD10� 222 - 22� L--1 I� _ LJ ?2 —i❑ C A C A C 1P011 ( �I c II ❑ f �I c Il o m ff =� EXTEND VENT AND INTAKE PIPING FROMATER HEATERS TO EXTERIOR WALL. TERMINATE WITH THREE CONCENTRIC TERMINATION KITS PER MANUFACTURER'S RECOMMENDATIONS. SEE SECTION SHEET 1 ENLARGED ROOM 240 SCALE: 1/4))= 1'-0" THIRD FLOOR MECHANICAL PLAN SCALE: 1/8" = 1'-0" 9) E MHO VERT ANO NTM pP- FHDI, — — A7FR HEATERS TO EM.. WALL. NATE WTH 1HPEE COHCEHTRFC TICH IQTS PER MANUFACTURER'S I RE EHOATKNM SEE SECTION SHEET SECOND FLOOR MECHAN ICA SCALE: -1/8" = 1'-0" c��la f —�1 � ❑-If --I L__JL L -J ARCHITECT: ECO- WESLEY A. DARN ELL 7 L PLAN ROXAN N E ESTES NORTH L CONCENTRIC I L -J ❑❑ C2.) ❑❑ I I I I I I I PTAC-I I (TYPICAL) i- 5TAf21?5 I �� LEEPE_ JL l ° / G L J ❑ �I L STUDIO cfl STUDIO _ U Sf� _❑ - �1 ❑ % STUPIoEA i -I r -I�--I 2A -/- STUDIO --�r �l' I' Ir -� 5TUD10� 222 - 22� L--1 I� _ LJ ?2 —i❑ C A C A C 1P011 ( �I c II ❑ f �I c Il o m ff =� EXTEND VENT AND INTAKE PIPING FROMATER HEATERS TO EXTERIOR WALL. TERMINATE WITH THREE CONCENTRIC TERMINATION KITS PER MANUFACTURER'S RECOMMENDATIONS. SEE SECTION SHEET 1 ENLARGED ROOM 240 SCALE: 1/4))= 1'-0" THIRD FLOOR MECHANICAL PLAN SCALE: 1/8" = 1'-0" 9) E MHO VERT ANO NTM pP- FHDI, — — A7FR HEATERS TO EM.. WALL. NATE WTH 1HPEE COHCEHTRFC TICH IQTS PER MANUFACTURER'S I RE EHOATKNM SEE SECTION SHEET SECOND FLOOR MECHAN ICA SCALE: -1/8" = 1'-0" c��la f —�1 � ❑-If --I L__JL L -J (TYPICAL) I I I I (2) 6"0 EXHAUS+ WALL CAPS WITH GRAVITY DAMPERS AND ALUMINUM LOUVERS. ARCHITECT: ECO- WESLEY A. DARN ELL CONTACT INFORMATION: L PLAN ROXAN N E ESTES NORTH WATER HEATER (TYPICAL) I I I I (2) 6"0 EXHAUS+ WALL CAPS WITH GRAVITY DAMPERS AND ALUMINUM LOUVERS. ARCHITECT: WESLEY A. DARN ELL CONTACT INFORMATION: L PLAN ROXAN N E ESTES NORTH WATER HEATER CONCENTRIC ph 316.262.4700 fx 316.262.0002 L_J (TYPICAL) I I I I (2) 6"0 EXHAUS+ WALL CAPS WITH GRAVITY DAMPERS AND ALUMINUM LOUVERS. FIRE RISER 2x4 SECURED 3RD FLOOR TO CEILING. SECURE PIPES TO 2x4 PER WATER HEATER MANUFACTURER'S INSTALLATION INSTRUCTIONS (TYP). VENTS. EXTEND VENT PIPING UP ALONG THE WALL TO CEILING. VENTS SHOULD RUN ALONG CEILING OF 2ND FLOOR AND PENETRATE OUT 2ND FLOOR WALL. (TYPICAL OF 3) ELECTRICAL/ COMMUNICATIONS 240 PIPE PENETRATION THRU FLOOR OUTSIDE ASSEMBLY. SEE DETAILS ON ARCH SHEET A8-3 (TYP). 2ND FLOOR MSCI {/ELEG 140 SECTION@ CONCENTRIC VENTS SCALE: 1/4))= 1'-0" THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WfTH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWING5, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, BIDDERS LI5T5, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2ro43 FAX 401-114-roro97, I rJia:d�sk�'rrFAy rt„vt�nt�u4u. „z'�dvup ,-nRM.YL34.�a. "hxit ;'. ARCHITECT: WESLEY A. DARN ELL CONTACT INFORMATION: L PLAN ROXAN N E ESTES NORTH WATER HEATER CONCENTRIC ph 316.262.4700 fx 316.262.0002 (TYPICAL OF 3 tom, y� I I FIRE RISER 2x4 SECURED 3RD FLOOR TO CEILING. SECURE PIPES TO 2x4 PER WATER HEATER MANUFACTURER'S INSTALLATION INSTRUCTIONS (TYP). VENTS. EXTEND VENT PIPING UP ALONG THE WALL TO CEILING. VENTS SHOULD RUN ALONG CEILING OF 2ND FLOOR AND PENETRATE OUT 2ND FLOOR WALL. (TYPICAL OF 3) ELECTRICAL/ COMMUNICATIONS 240 PIPE PENETRATION THRU FLOOR OUTSIDE ASSEMBLY. SEE DETAILS ON ARCH SHEET A8-3 (TYP). 2ND FLOOR MSCI {/ELEG 140 SECTION@ CONCENTRIC VENTS SCALE: 1/4))= 1'-0" THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WfTH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWING5, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, BIDDERS LI5T5, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2ro43 FAX 401-114-roro97, I rJia:d�sk�'rrFAy rt„vt�nt�u4u. „z'�dvup ,-nRM.YL34.�a. "hxit ;'. PRINTS ISSUED 4/4/07 FOR PERMIT ❑ 8/22/07 ADDENDUM #I CITYCOMMENTS ARCHITECT: WESLEY A. DARN ELL CONTACT INFORMATION: 1 z�) ROXAN N E ESTES 105 N. Washington Wichita, Kansas 67202 I ph 316.262.4700 fx 316.262.0002 I I tom, y� I I � o I ou Q N LL z rn � ❑ � I ❑ ❑ J PRINTS ISSUED 4/4/07 FOR PERMIT ❑ 8/22/07 ADDENDUM #I CITYCOMMENTS 11) C112 13 D14 15 16 01-/ 18 Ai 2 0 A EXHAUST FAN -1 SOFFIT GRILLE DETAIL SCALE: 1 " = 1'-0" FOURTH FLOOR MECHANICAL PLAN SCALE: 1/8" = 1'-0" NOfi�,'iN v v v v v v v v v v v v v v v v ... - Z� THE ARCHITECTS AND ENGINEER& WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUE5TION5 CONCERNING DRAWINGS, SPECIFICATIONS, SU55TITUTION5, CLARIFICATIONS, BIDDERS LISTS, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2e,43 FAX + F,�' fi,Sn'A7 Sw..k'ulv.<,R'd�rtwb'dtaa'd:M v�S�iF6.trr„�4&ice S7�Gwm4,.�„F�li?v^ ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E ESTES 105 N. Washington Wichita, Kansas 61202 ph 316.262.4700 fx 316.262.0002 )YI,I�IPh;�L,'ti1.,:�Ya.��..�'{�-._.v��T�...e.��.� ( :B EXHAUST FAN -1 DETAIL SCALE: 1" = 1'-0" " 0 EXHAUST WALL APS WITH GRAVITY AMPERS AND LUMINUM LOUVERS. PRINTS ISSUED 4/4/01 FOR PERMIT 8/22/07 ADDENDUM #I CITY COMMENTS JOB N0. drawn: 06045.2 checked: MECHANICAL FLOOR PLAN Fourth Floor _ 1EIN-ED r P � NwS­ R EV 100%lTyCl� i w ENG°'fN'EERIIN,G CONSU LTA N'`f-S INC. u i 0 0 0 0 �U E PACKAGED TERMINAL AIR CONDITIONER SCHEDULE HOOD SCHEDULE FAN COOLING HEATING (BTUH) ELECTRICAL CFM EER WEIGHT VENTILATION REMARKS FILTERS MODEL NUMBERS REMARKS THROAT HOOD RH-1 LOW CONTOUR OUTSIDE AIR MARK TYPE -- -- BTUH ---- 1824 -GR MIN. CIRCUIT ---- TOTAL TOTAL z NOTE: 1. MODEL NUMBERS ARE BASED ON GRUNDFOS PART #52722341 CFM MARK TYPE GPM CFM HP BASIN ELECTRIC VOLTAGE AMPS MOCP WATTS AMPS INLET F- F SIMPLEX 20 MARK PTAC-1 THRU-WALL 2 -SPEED -- 9,100 9,900 208/230/60/1 19.6 20.0 3040 14.5 245 11.5 100 L65 55 v MODEL NUMBER MOTORIZED FLUE DAMPER HP ELECTRICAL MODEL NUMBER DEG.¢ WH -1 100 227 100 199,000 \ v ~ --- O NOTES: 1. COOLING CAPACITIES ARE BASED ON ARI CONDITIONS. 2. EQUIPMENT SELECTIONS ARE BASED ON MODEL AMANA PTAC-093B-35AM THRU-WALL ELECTRIC COOLING AND ELECTRIC HEATING UNITS WITH FRONT COVER 227 AND FACTORY INSTALLED POWER CORD, WS900D INSULATED METAL WALL SLEEVE, PGKOITB EXTERIOR ARCHITECTURAL GRILLE, STONEWOOD BEIGE COLOR TO 199,000 MATCH WS900D, VERY IMPORTANT: CONTRACTOR SHALL SET OUTSIDE AIR PER SCHEDULED CFM AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3. CAPACITIES ARE BASED ON 208/60/1. VOLTAGE UNIT SHALL BE DUAL RATED FOR EITHER 208 OR 230 VOLTAGE. 4. UNIT TO BE PROVIDED WITH SLIDE -OUT FILTER 5, UNIT TO BE PROVIDED WITH MANUFACTURE RECOMMENDED SLEEVE KIT AND EXTERIOR GRILLE PER NOTE #2. 6. UNIT TO HAVE ELECTRONIC CONTROLS INCLUDING PER OCCUPANCY SENSOR AND RECESSED SWITCHES FOR GUEST ROOM ENTRY DOOR.. 7. PTACS INSTALLED IN CORRIDORS, STAFF AND GUEST LAUNDRY, OFFICE AND BACK OF HOUSE AREAS DO NOT REQUIRE SENSOR AND RECESSED SWITCHES Z AT ENTRY DOORS. ROOF HOOD SCHEDULE MARK HEAD TYPE MOTOR USE DIMENSIONS CFM S.P. BACKDRAFT DAMPERS FILTERS MODEL NUMBERS REMARKS THROAT HOOD RH-1 LOW CONTOUR OUTSIDE AIR 18x24 36x36 -- -- ---- ---- 1824 -GR ---- ---- ---- z O z NOTE: 1. MODEL NUMBERS ARE BASED ON GRUNDFOS PART #52722341 SUMP PUMP SCHEDULE MARK TYPE GPM HD. FT. MOTOR BASIN NOTE: 1. MODEL NUMBERS ARE BASED ON COOK GRAVITY RELIEF VENTILATORS. 2. PROVIDE WITH ROOF CURB AND INSECT SCREEN FAN SCHEDULE MARK SERVICE GPM HEAD EFF. MOTOR MODEL NUMBERS FAN MOTOR RPM ELECT. FAN CONTROL 15 15' --- 1/12 ---- 230V OR 115V UP26-96F 120' DOMESTIC HOT WATER MECH RM 20 GALLON ---- ---- --- ---- ---- ---- z O z NOTE: 1. MODEL NUMBERS ARE BASED ON GRUNDFOS PART #52722341 SUMP PUMP SCHEDULE MARK TYPE GPM HD. FT. MOTOR BASIN REMARKS HP RPM ELECT. 0 DEPTH INLET F- F SIMPLEX 20 MARK TYPE CFM E.S.P. TEMP SONES --- FURNISH WITH MATCHING COVER cn 30 PSIG WATER HEATER SCHEDULE - GAS - DIRECT VENT MARK o _j o w o v MODEL NUMBER MOTORIZED FLUE DAMPER HP ELECTRICAL MODEL NUMBER DEG.¢ WH -1 100 227 100 199,000 \ v ~ --- O V) w v WH -2 100 227 100 199,000 3"/3" STANDING PILOT NO --- NONE SUF100 199NE 120 DEG. HW WH -3 100 227 Z O T J STANDING PILOT NO --- NONE SUF100 199NE 120 DEG. HW NOTES: 1. MODEL NUMBERS ARE BASED ON STATE GAS-FIRED WATER HEATERS. 2, WATER HEATER SHALL BE CLOSED COMBUSTION DESIGN AND EQUIPPED WITH A DIRECT VENT, HEATER MOUNTED BLOWER. PROVIDE CONCENTRIC VENT KIT. 3. FACTORY INSTALLED ASME T&P RELIEF VALVE. P -N0, FIXTURE MAN. V) 0 VTR w z ¢Q � V w_ VALVE VALVE Z O > wOw ~ v) U O z Ou zz CONDENSATE SYMBOLS: z z V) O o ¢ � 0_ O MODEL W w V) 4 ¢ TwT F-- O Y I- 00 O EF -1 I 55 .625" 70 3.4 1000 DIRECT 59W 120/60/1 -- • -- - -- - -- GC -142 EF -2 I 300 .25" 1 70 5.5 1205 DIRECT 172W 120/60/1 -- -- -- -- -- ® -- I GC -520 EF -3 I 300 .25" 1 70 5.5 1205 DIRECT 172W 120/60/1 -- -- ® -- -- - -- GC -520 I T -- ®-- I --- ------ EXISTING PIPING 1 4" FT- 1 2" --- 1'/4" I P-2 LAVATORY PROFLO NOTES: 1. MODEL NUMBERS ARE BASED ON COOK FANS, 4. ALL FANS TO BE PROVIDED WITH CEILING RADIATION DAMPERS. 2. SEE SPECIFICATIONS FOR FAN TYPES AND ACCESSORIES. 5. THERMOSTAT CONTROLLERS FOR EF -3 SHALL BE COOLING THERMOSTATS. 3, ALL SWITCHES, INTERLOCKS, RELAYS, TRANSFORMERS, TIMECLOCKS, ETC., 6. EF -1 TO BE INSTALLED WITH BACKDRAFT DAMPER. SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 7. ACCEPTABLE ALTERNATE BROAN FANS MAY BE USED, MODEL #L100MG SEE ELECTRICAL PLANS. (EF -1) AND #L300MG (EF -2, EF -3). ------------ PUMP SCHEDULE MARK SERVICE GPM HEAD EFF. MOTOR MODEL NUMBERS REMARKS HP RPM ELECT. RCP -1 DOM. HOT WATER 15 15' --- 1/12 ---- 230V OR 115V UP26-96F 120' DOMESTIC HOT WATER MECH RM 20 GALLON ---- ---- --- ---- ---- ---- --- z NOTE: 1. MODEL NUMBERS ARE BASED ON GRUNDFOS PART #52722341 SUMP PUMP SCHEDULE MARK TYPE GPM HD. FT. MOTOR BASIN REMARKS HP RPM ELECT. DIA. DEPTH INLET SP -1 SIMPLEX 20 15 .4 --- 120/60/1 24" 24" --- FURNISH WITH MATCHING COVER NOTES: 1. EQUIPMENT SELECTION IS BASED ON A ZOELLER MODEL BN264 SUBMERSIBLE SUMP PUMP. 2. BASIN INLET ELEVATIONS AND LOCATIONS SHALL BE FIELD DETERMINED. 3. M.C. SHALL FURNISH/INSTALL EMERGENCY BATTERY POWERED BACKUP PUMPING SYSTEM ZOELLER 507. MOUNT BACKUP PUMP ON SUMP PUMP DISCHARGE PIPE. INSTALL PER MANUFACTURERS RECOMMENDATIONS. 30 PSIG WATER HEATER SCHEDULE - GAS - DIRECT VENT MARK STOR. CAP. GALLONS RECOVERY G.P.H. DEC. RISE A.G.A. INPUT BTUH FLUE/INTAKE DIA. IGNITION MOTORIZED FLUE DAMPER HP ELECTRICAL MODEL NUMBER REMARKS WH -1 100 227 100 199,000 3"/3" STANDING PILOT NO --- NONE SUF100 199NE 120 DEC. HW WH -2 100 227 100 199,000 3"/3" STANDING PILOT NO --- NONE SUF100 199NE 120 DEG. HW WH -3 100 227 100 199,000 3"/3" STANDING PILOT NO --- NONE SUF100 199NE 120 DEG. HW NOTES: 1. MODEL NUMBERS ARE BASED ON STATE GAS-FIRED WATER HEATERS. 2, WATER HEATER SHALL BE CLOSED COMBUSTION DESIGN AND EQUIPPED WITH A DIRECT VENT, HEATER MOUNTED BLOWER. PROVIDE CONCENTRIC VENT KIT. 3. FACTORY INSTALLED ASME T&P RELIEF VALVE. PLUMBING FIXTURE SCHEDULE MANUFACTURER MODEL SERVICE LOCATION VOLUME (GAL) GLYCOL CONNECTION SIZE DIMENSIONS WEIGHT (LBS) ) REMARKS TANK ACCEPTANCE TYPE % DIAMETER TRIM ET -1 ROUGH -IN SIZES MECH RM 20 GALLON ---- ---- --- ---- ---- ---- --- z J � DOMESTIC WATER BOOSTER PUMP PACKAGE SCHEDULE MARK MANUF. &MODEL NO. BASED ON # OF PUMPS EACH PUMP TYPE EACH PUMP WASTE VENT WATER PRESSURE REQD ® DISCHARGE HEADER MIN. SUCTION PRESS TO SUCT. HEADER PRESSURE DROP THRU PACKAGE & PRV'S REQUIRED BOOST HEADER SIZE REMARKS BP -1 C7 \ 80 zCL 3 HP 208/3 3500 160 GPM ¢ 30 PSIG -- PSIG 30 PSIG 3" PROVIDE BELL & GOSSETT WT -424 STORAGE TANK, TANK VOLUME 317 GALLONS LOW SUCTION PRESSURE CUT OUT SWITCH & PRV-3" FLNG. EXHAUST DUCT DOMESTIC 4 SA SHOCK ARRESTER w z - -- HWC -HWC- U 7 m FD FLOOR DRAIN � 0 O CO CLEANOUT FLOOR UP -1 ,ti - SAN WASTE ABOVE FLOOR CO CLEANOUT WALL J¢ u- � FAUCET/ FAUCET/ 0 can zo CD P -N0, FIXTURE MAN. MODEL SIZE VTR F F s � V w_ VALVE VALVE Z O EXHAUST DUCT v) DOWN - D - D CONDENSATE SYMBOLS: z z V) O o ¢ F 0 MAN. MODEL ¢ w V) 4 ¢ O O O 0- I- p J O SECTION NO. �LlJ DOWN C ¢ O O J li O z a¢ ¢ U 0 0 m 0 V) m ¢ W m O :E O U z P-1 WATER CLOSET PROFLO PF1201 /PF3112 N/A VC F -- T -- -- -- --- --- ------ F 4" 4" 2" --- 11/4" 3,13 P -1H WATER CLOSET PROFLO PF1203/PF311 N/A VC F -- T -- ®-- --- --- ------ EXISTING PIPING 1 4" 4" 1 2" --- 1'/4" 1,3,13 P-2 LAVATORY PROFLO PF20174 20x17 VC C 21 -- 3 -- -- PROFLO PFLL1011M 2 -- -- 1'/z" 2" 1'/z" '/2" V2" '5 P -2H LAVATORY PROFLO PF20174 20x17 VC C 21 -- 3 + -- PROFLO PFLL1011M 2 ---- PRV 1'/z" 2" 1'A" '/Z" '/2" 2,5,10 P-3 TUB/SHOWER AQUARIUS G6004TS --- G -- 21 -- -- -- - SYMMONS 252X - -- -- --- 2" 1'A" '/z" lh" 9,11,12 P -3H TUB/SHOWER AQUARIUS G6092TS --- G --121.-- -- ®-- VALVE W/ TEST SYMMONS 25400830V - -- -- --- 2" 114" lh" 14" 6,9,11,12 P-4 ROLL -IN SHOWER AQUARIUS G6233BFC --- G -- 211-- FITTINGS: -- ®-- BV SYMMONS 2530OB30V - -- -- --- 2" 1'/2" '/2" Vi" 6,9,12 P-5 SINGLE COMP SINK PROFLO PFT252264 --- SS C 21 -- 3 -- -- PROFLO PFLL2001M 4 ---- ARROW INDICATES 1'/z" 2" 1'/z" '/2" 'ri" 8 P -5H SINGLE COMP SINK PROFLO PFT252264 --- SS C 21 -- 3 ®-- PROFLO PFLL2001M 4 ---- T� 1'rz" 2" 1'lb" 'A" 'A" 2,8,10 P-6 LAVATORY PROFLO PF5504 20x18 VC W 5 -- 3 ®-- PROFLO PFLL1011M 1 -- -- 1 lh" 2" 1'/z" '/Z" '/i" 2,14 P-7 MOP BASIN/TRENCH --- --- --- -- F - -- 3 -- - PROFLO PF1118 1 - -- X 3" 1'/2" '/2" V2" 7 WASHER BOX PRO SET PS/PV 120-08 6x4 -- yy -- -- -- -- -- ---- ---- -- -- -- 2" 2" 1'/z" '/2 P-9 LAUNDRY SINK PROFLO PFMS2623F 45"x25" P F -- -- -- -- -- PROFLO PF222CP -- -- -- 2" 2" 1'A#' -Y4" �4" 8 P-10 HOSE BIBB WOODFORD 26 --- -- W 22 -- -- -- -- --- - --- -- -- -- -- -- -- -- y�" ___ SCHEDULE LEGEND MOUNTING HEIGHTS 1 RIM AT 18"A.F.F. TOP OF SEAT AT 19" MAX.) -VALVE OPERATOR AT 44" A.F.F. MAX. (ADA) MATERIAL STRAINER TYPE 2 RIM AT 15" A.F.F. (TOP OF SEAT AT 16" A.F.F.) 1 GRID VC VITREOUS CHINA 3 LIP AT 17" A.F.F. VALVE OPERATOR AT 44" A.F.F. MAX. (ADA) 2 POP-UP SS STAINLESS STEEL T TERRAZZO 4 LIP AT 24" A.F.F. 5 RIM AT 34" A.F.F. MAX. 3 PRESS-FLO CLOSURE Cl CAST IRON 6 HIGH BUBBLER AT 41" A.F.F. MAX -LOW BUBBLER AT 36" A.F.F. MAX. 4 BASKET MS MOLDED STONE 7 BUBBLER HEIGHT AT 36" A.F.F. MAX. (ADA) 5 TUB DRAIN 8 BUBBLER HEIGHT AT 41" A.F.F. MAX. (STANDARD) ES EPDXY PAINTED STEEL 9 BUBBLER HEIGHT AT 26" A.F.F. MAX. (CHILD'S) A ACRYLIC 10 SHOWER HEAD SLIDE BAR MOUNTED AT 48" A.F.F. MAX. -VALVE CONTROLS AT 44" A.F.F. V VINYL VERIFY WITH OWNER FOR EXACT SHOWER MOUNTING HEIGHTS. 11 RIM AT 11" A.F.F. (TOP OF SEAT AT 12" MAX.) -VALVE OPERATOR AT P POLYPROPYLENE 20"-30" A.F.F. MAX. (PRE -K) G GELCOAT 12 RIM AT 14" A.F.F. (TOP OF SEAT AT 15" MAX.) -VALVE OPERATOR AT 20"-30" A.F.F. MAX. (K-3) MOUNTING 13 RIM AT 16" A.F.F. (TOP OF SEAT AT 17" MAX.) -VALVE OPERATOR AT 20"-30" A.F.F. MAX. (GRADE 4 & UP). F FLOOR MOUNTED 14 LIP AT 18" A.F.F. VALVE OPERATOR AT 30" A.F.F. MAX. (GRADE 1-3) W WALL HUNG 15 LIP AT 20" A.F.F. VALVE OPERATOR AT 30" A.F.F. MAX. (GRADE 4-6) C COUNTER MOUNTED 16 LIP AT 22" A.F.F. VALVE OPERATOR AT 30" A.F.F. MAX. (GRADE 7-12) 17 VALVE AT 60" A.F.F. 18 RIM AT 26" A.F.F. MAX. 19 RIM AT 30" A.F.F. 20 RIM AT 34" A.F.F. 21 REFER TO ARCHITECTURAL DETAIL 22 MOUNT HANDLE AT 40" AFF. REFER TO ARCHITECTURAL DETAIL NOTES: 1. PROVIDE WITH TRIP LEVER ON WIDE SIDE OF FIXTURE. 2. PROVIDE AND INSTALL TRUEBRO MODEL 103 INSULATION, WITH ONE P -TRAP COVER, TWO ANGLE VALVE AND SUPPLY COVERS, AND ONE OFFSET TAILPIECE WHEEL CHAIR COVER. BOWL DEPTH TO BE 6" OR LESS. 3. PROVIDE WITH WHITE SEAT, WITH COVER - CEN TOCO-C600. PROVIDE PF147471 SUPPLY LINE WITH 31194 BOWL WAX. 4. SUPPLY WITH RIGID SPOUT. 5. PROVIDE PF147323 LAV SUPPLY. SUPPLY ELBOW, AND CHROME VACUUM BREAKER. 6. PROVIDE WITH GRAB BARS, FOLD UP SEAT, SHOWER CURTAIN ROD AND CURTAIN. 7. PROVIDE MOP HANGER AND WALL GUARD. PROVIDE PF147324 SUPPLY. 8. PROVIDE PF147324 SUPPLY. 9. VERIFY CORRECT DIMENSIONS. 10. PROVIDE ADA HANDLE FOR FAUCET. 11. PROVIDE RIGHT OR LEFT HAND DRAIN AS REQUIRED. 12. PROVIDE PROSET SYSTEMS FIRESTOP PENETRATOR. PROSET TUB/SHOWER BOX ASSEMBLY FOR FLOOR/CEILING ASSEMBLIES. 13. PROVIDE PROSET SYSTEMS FIRESTOP PENETRATOR. PROSET CLOSET STUB FOR FLOOR/CEILING ASSEMBLIES. 14, PROVIDE PF147323 SUPPLY, PF202WH HANDICAP COVER, PF8617HJ P -T NOTE: NO SUBSTITUTIONS ON EQUIPMENT EXPANSION TANK SCHEDULE MARK MANUFACTURER MODEL SERVICE LOCATION VOLUME (GAL) GLYCOL CONNECTION SIZE DIMENSIONS WEIGHT (LBS) ) REMARKS TANK ACCEPTANCE TYPE % DIAMETER HEIGHT ET -1 AMTROL ST -42V BUILDING ROOMS MECH RM 20 GALLON ---- ---- --- ---- ---- ---- --- HOSE BIBB, REMARKS: 1. - DOMESTIC WATER BOOSTER PUMP PACKAGE SCHEDULE MARK MANUF. &MODEL NO. BASED ON # OF PUMPS EACH PUMP TYPE EACH PUMP VOLTAGE MOTOR RPM MAX SYSTEM CAPACITY PRESSURE REQD ® DISCHARGE HEADER MIN. SUCTION PRESS TO SUCT. HEADER PRESSURE DROP THRU PACKAGE & PRV'S REQUIRED BOOST HEADER SIZE REMARKS BP -1 2B30AB 2 80 END SUCTION 3 HP 208/3 3500 160 GPM 60 PSIG 30 PSIG -- PSIG 30 PSIG 3" PROVIDE BELL & GOSSETT WT -424 STORAGE TANK, TANK VOLUME 317 GALLONS LOW SUCTION PRESSURE CUT OUT SWITCH & PRV-3" FLNG. MECHANICAL LEGEND ( NOT Al I SYMBOLS LISTED BELOW ARE BEING USED IN THIS SET OF MECHANICAL DRAWINGS ) SYMBOL ABBR DESCRIPTION SYMBOL ABBR DESCRIPTION SYMBOL ABBR DESCRIPTION HVAC: PIPING: PLUMBING DIFFUSER -(XX)- (XX) EXISTING PIPING EQUIP. ® XX=CALLOUT HB HOSE BIBB, -' - DOMESTIC I' WH WALL HYDRANT RAG RETURN AIR GRILLE Cyd -CV_ COLD WATER DSN/ DOWNSPOUT HW DOMESTIC WATER + DS NOZZLE RETURN OR -H EXHAUST DUCT DOMESTIC 4 SA SHOCK ARRESTER UP - -- HWC -HWC- HOT WATER CIRCULATING m FD FLOOR DRAIN SUPPLY DUCT SANITARY O CO CLEANOUT FLOOR UP -1 ,ti - SAN WASTE ABOVE FLOOR CO CLEANOUT WALL SUPPLY DUCT -SAN - SAN SANITARY_ M METER: 'GAS, G) OR WATER, (W DOWN - -1- WASTE BELOW FLOOR I VTR PLUMBING VEVT RETURN OR V SANITARY VENT THRU ROOF EXHAUST DUCT DOWN - D - D CONDENSATE SYMBOLS: DRAIN I 1 ROUND DUCT 0- ELBOW UP SECTION NO. �LlJ DOWN C ELBOW DOWN 11 SECTION VIEW SHEET NO. -- TEE UP SECTION PLAN ROUND DUCT TEE DOWN VIEW SHEET NO. UP PIPE CAP OR PLUG F PLUMBING RISER OR DETAIL M1 DESIGNATION -(NAME) - EXISTING PIPING VANED ELBOW -X{NAME) X" EXISTING PIPING F-1 F^1 EQUIPMENT DESIGNATION JJ TO BE REMOVED J -G W- GW GREASE WASTE � SHEET NOTE LOW PRESSURE VALVES: POC POINT OF CONN. (CONN. NEW TO FLEX DUCT -�- GV GATE VALVE EXISTING) -�}- CV CHECK VALVE AA NECK AIR DEVICE 45' TAKEOFF PRV PRESSURE CFM CALL OF (X) FITTING n S] SV PRESSURE PORT SOLENOID VALVE BB BASEBOARD CALL OUT vvv��<_ DN DOWN FC CONTROL TOP OF DUCT MANUAL VOLUME -�- FCV TOD (ABOVE FIN. DAMPER VALVE W/ TEST FLOOR) PORTS BALANCING BOP BOTTOM OF PIPE FITTINGS: BV VALVE WITH ANGLE PATTERN) AFF ABOVE FIN. FLOOR -�- CR CONCENTRIC NTS NOT TO SCALE REDUCER OBE VE _>:F GLV (STRAIGHT HT ARROW INDICATES B_ AP PATTERN) DIRECTION OF FLOW �- {�- U UNION GLV GLOBE VALVE DN PITCH DOWN FIRE DAMPER -{�I- BFV BUT_ VALVERFLY T� T THERMOSTAT U� UC OOR UNDERCUT FD �- BV BALL VALVE -�- GC GAS COCK -�+- PV PLUG VALVE SS SANITARY SEWER J J. RAP, PFE41 ESCUTCHEON. NNIS 1. NEW DUCTWORK IS HEAVY LINE WEIGHT GENERAL MECHANICAL NOTES 1. UNLESS OTHERWISE NOTED, THE WORK DESCRIBED ON THE PLANS AND SPECIFICATIONS SHALL INCLUDE THE FURNISHING AND INSTALLATION OF ALL LABOR AND MATERIALS NECESSARY FOR COMPLETE AND OPERATIONAL HVAC, AND PLUMBING SYSTEMS. CONTRACTOR SHALL FURNISH THESE EVEN IF ITEMS REQUIRED TO ACHIEVE THIS (I.E. OFFSETS, ISOLATION AND BALANCING DEVICES, MAINTENANCE CLEARANCES, ETC.) ARE NOT SPECIFICALLY SHOWN. 2. DATA GIVEN ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED. ABSOLUTE ACCURACY IS NOT GUARANTEED AND THE CONTRACTOR SHALL OBTAIN AND VERIFY EXACT LOCATIONS, MEASUREMENTS, LEVELS, SPACE REQUIREMENTS, POTENTIAL CONFLICTS WITH OTHER TRADES, ETC. AT THE SITE AND SHALL SATISFACTORILY ADAPT HIS WORK TO ACTUAL CONDITIONS AT THE BUILDINGS. THE DRAWINGS ARE DIAGRAMMATICAL IN NATURE AND SHALL NOT BE SCALED. HOWEVER, THIS DOES NOT RELIEVE ANY SUB -CONTRACTOR FROM COORDINATING HIS WORK WITH ALL OTHER TRADES AND FROM ADJUSTING HIS WORK AS REQUIRED BY THE ACTUAL CONDITIONS OF THE PROJECT. THE CONTRACTOR SHALL VISIT THE SITE BEFORE SUBMITTING A BID TO BECOME THOROUGHLY FAMILIAR WITH THE ACTUAL CONDITIONS OF THE PROJECT. 3. COORDINATE AND ADJUST ALL WORK BETWEEN TRADES AND EXISTING CONDITIONS IN ORDER TO ACCOMPLISH A NEAT, INTEGRATED AND EFFICIENT INSTALLATION. 4. EXAMINE THE CONTRACT DOCUMENTS OF ALL TRADES (I.E. THE ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL LIGHTING PLAN, FIRE PROTECTION PLAN, ETC.). 5. COORDINATE NECESSARY EQUIPMENT, DUCTWORK AND PIPING LOCATIONS SO THAT THE FINAL INSTALLATION IS COMPATIBLE WITH THE MATERIALS AND EQUIPMENT OF THE OTHER TRADES. 6. PREPARE SHOP DRAWINGS FOR INSTALLATION OF ALL NEW WORK BEFORE INSTALLATION TO VERIFY COORDINATION OF WORK BETWEEN TRADES. 7. REFER TO THE ARCHITECTURAL DIVISION FOR EXACT LOCATION OF ALL VISIBLE FIXTURES, EQUIPMENT AND AIR DEVICES. 8. MAINTAIN A MARK-UP SET OF DRAWINGS WHICH INDICATE VARIATIONS IN THE ACTUAL INSTALLATION FROM THE ORIGINAL DESIGN. SURRENDER DRAWINGS TO OWNER UPON COMPLETION. 9. VERIFY THE ELECTRICAL SERVICE PROVIDED BY THE ELECTRICAL CONTRACTOR BEFORE ORDERING ANY MECHANICAL EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS. :a 10. COORDINATE ALL REQUIRED BREAKER SIZES WITH ELECTRICAL CONTRACTOR UPON RECEIPT OF RETURNED SUBMITTALS. NO COST CHANGES WILL BE ACCEPTED FOR FAILURE TO COORDINATE. 11. SUSPEND EACH TRADE'S WORK SEPARATELY FROM THE STRUCTURE. DUCTWORK SHALL BE HELD TIGHT TO STRUCTURE EXCEPT WHERE SHOWN. 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY INDICATED OTHERWISE OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 13, PROVIDE MANUFACTURER'S RECOMMENDED SERVICE CLEARANCE ALL AROUND ALL EQUIPMENT REQUIRING SAME. 14. PROVIDE FOR SAFE CONDUCT OF THE WORK, CAREFUL REMOVAL AND DISPOSITION OF MATERIALS AND PROTECTION OF PROPERTY WHICH IS TO REMAIN UNDISTURBED. 15. PROVIDE ACCESS DOORS FOR ALL EQUIPMENT, VALVES, CLEANOUTS, ACTUATORS AND CONTROLS WHICH REQUIRE ACCESS FOR ADJUSTMENT OR SERVICING AND WHICH ARE LOCATED IN OTHERWISE INACCESSIBLE LOCATIONS. 16. ISOLATE ALL PRESSURIZED PIPING WATER BRANCHES FOR EACH RISER, BRANCH ITEM OF EQUIPMENT AND AREA SERVED. 17, NO DOMESTIC WATER LINES SHALL BE LOCATED EXPOSED IN FINISHED SPACES OR BELOW THE BUILDING SLAB UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 18. ALL CURBS, ROOF JACKS, ROOF THIMBLES, SANITARY VENTS, ROOF DRAINS, ETC. SHALL BE COMPATIBLE WITH THE ROOFING SYSTEM TO BE PROVIDED. REFERENCE ARCHITECTURAL DIVISION FOR REQUIRED FLASHING DETAILS. 19. WARRANTY: THE ENTIRE MECHANICAL SYSTEM SHALL BE WARRANTED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR AFTER ACCEPTANCE OF THE SYSTEM BY THE OWNER. THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH ISIDDING AND NEGOTIATION PLEASE DIRECT ALL GWESTION5 CONCERNING DRAWINGS, SPECIFICATIONS, SUB5TI TUT IONS, CLARIFICATIONS, BIDDERS LISTS, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2ro43 FAX 401--1-14-6 9-1. 113. JSf�,#:i",GCH 4C7 7..4a7,'u?91ing4 t7aJ.+'A:U':�` �SimtA, ".I2�Fd Zp % r. 0'7 ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E EST ES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4100 fx 316.262.0002 1f�0311:1,iu'��4lmlirtltiuXAl WH& 11ll"l:11h'll�I' ilTll1i"�, ��, zl�Ilili ihV7lfla��s'�yI�''1 'rir II IIIG I°I llylilll ° i 8'�a illi 11 �iI II i 1� n I f lul ll10II _''fill III111l ""0�1 ra{ "IAl�i 111 11 l' I" 4q� PRINTS ISSUED 4/4/07 FOR PERMIT A 8/22/07 ADDENDUM #1 CITYCOMMENTS A 9/26/01 ADDENDUM #2 CITY COMMENTS JOB NO. n r drawn: 06045.2 checked: 20. PROVIDE ALL REQUIRED PERMITS, INSPECTIONS AND COORDINATION WITH GOVERNING AUTHORITIES. INSTALLATION TO CONFORM WITH APPLICABLE PROVISIONS OF: MECHANICAL &;.PLUMBING A. ENVIRONMENTAL PROTECTION AGENCY - UNDERGROUND STORAGE TANK REGULATIONS. SCHEDULES & NOTES B. APPLICABLE LOCAL, STATE AND FEDERAL CODES, LAWS AND REGULATIONS. FLAW�i '�'-`'�°"��` 'AA D -C. CURRENT BUILDING, MECHANICAL AND PLUMBING CODES.D. APPLICABLE PAMPHLETS OF THE NFPA INCLUDING THE NATIONAL ELECTRICAL CODE. vv t E. AMERICANS WITH DISABILITIES ACT (ADA). s. 0 p'Rr 21. QUALITY CONTROL: A. QUALIFICATION OF PRODUCTS: WHEN PRODUCTS ARE SPECIFIED BY MANUFACTURER AND MODEL NUMBER, EQUIVALENT PRODUCTS BY OTHERMK . MANUFACTURERS LISTED MAY BE PROVIDED, BUT THERE IS TO BE NO SUBSTITUTION ON HVAC EQUIPMENT AND PLUMBING FIXTURES. PRODUCT ENG "I I N E E° R"I N.G EQUIVALENCY SHALL BE DETERMINED BY ENGINEER. B. IF A PRODUCT SUBMITTED AS AN EQUIVALENT IS DEEMED UNACCEPTABLE TO THE ENGINEER, THE SPECIFIED PRODUCT SHALL BE PROVIDED CONS'U LTAN -1-S, INC. AT NO EXTRA COST TO THE PROJECT. C. SUBMITTALS SHALL INCLUDE REVISED AND SUPPLEMENTED CONTROL DIAGRAMS EQUIPMENT.`I '- SPECIFIED 4 '1 '1 N W E B B ROAD - D. SUBMIT CUT SHEETS ON ALL OF THE E. SUBMIT FOUR (4) COPIES OF ALL SUBMITTALS IN ADDITION TO ANY REQUIRED BY THE CONTRACTOR AND HIS SUPPLIERS. THESE COPIES SHALL WICHITA, K S. 6 7 2 0 6 © copyright 2007 BE RETAINED BY THE OWNER, ARCHITECT AND ENGINEER. 3 1 6- 6 84 _ 9 60 0 VALUE PLACE I MECHANICAL SPECIFICATIONS: GENERAL PROVISIONS 15010 1.01 Furnish all labor, materials, equipment, fixtures, apparatus, special or occasional services, and other appurtenances required for complete installation of operating heating, ventilating, air conditioning (HVAC) and plumbing systems as indicated in the drawings and as described in these specifications, This work shall include all materials, apparatus, and appliances not specifically mentioned herein or noted on the Drawings as being furnished and installed under another section. 1.02 Work Included: This work includes but is not limited to the following systems: Sanitary sewer and vent, domestic water, natural gas, plumbing fixtures and trim, supply and return HVAC, and temperature controls. 1.03 Related Requirements: Prime and protective painting is included in this section; finish painting is specified elsewhere. Temperature controls including low voltage wiring and components are included in this section. Power for temperature controls, interlocks and line voltage electrical power Is specified elsewhere. Duct mounted access doors are Included In this section; access doors in gyp board walls, ceilings, etc., is specified elsewhere, Concrete mounting slabs and structural steel reinforcing is specified elsewhere, . Miscellaneous fittings, brackets, supports, etc, are included in this section; other metal work is specified elsewhere, Flashings, counter flashings, caulking, sealants, etc, as required for weatherproofing mechanical penetrations through walls, floors, and roofs are included in this section; other waterproofing is specified elsewhere. 1.04 Coordination with Other Trades: These drawings are diagrammatical in nature and show certain physical relationships which shall be established by the contractor. Install the system within the constraints of the building in an approved manner and coordinate with other trades to ensure harmonious working conditions and proper Installation. 1.05 Permits and Inspections: Obtain all permits and inspections and pay all fees for completion of this work. 1.06 Codes and Standards: Comply with the latest adapted version of the 2004 Florida Building Code, 2004 Florida Mechanical Code, and 2004 Florida Plumbing Code, applicable sections of the NEPA, and other applicable current laws, codes, ordinances, etc, of all Federal, State, and Local authorities whether included or not in the contract documents. All mechanical equipment shall be labeled by UL, ETL, AGA, or other approved independent testing authority. Air conditioning equipment shall be ARI certified. 1.07 Guarantees and Warranties; Provide a one year warranty starting at the date of acceptance by the owner for all systems and equipment installed under this contract. 1.09 Product Delivery, Storage and Handling: Protect all fixtures, material, equipment and appurtenances from physical and weather damage. All damaged items will be restored to original condition or replaced at owner's option before final acceptance. 1.10 Temporary Services: Provide temporary services and utilities as required. 1.11 Provide access doors where indicated on drawings and/or as required to properly operate, adjust and maintain all equipment. Coordinate exact location with architect prior to installation, 1,12 Caulking and Flashing: Seal all floor, wall and roof penetrations water tight with suitable sealant. Seal penetrations through fire rated assemblies with minimum 1" thickness 3M brand fire barrier caulk CP -25 (or other approved manner) to maintain rating of assembly. 1.13 Openings, Cutting and Patching; Place all equip- ment in time to avoid cutting new construction. Coordinate required openings with other trades, Undertake no cutting without architect's approval, All patching shall be structurally and aesthetically equal to the surface surrounding the area patched. 1.14 Field verify exact location, size, routing, and availability of HVAC and plumbing systems, Verify sufficient space is available to install new equipment and systems as indicated on drawings. If changes are necessary, notify engineer as soon as possible and modify systems as Instructed. Coordinate exact location of ceiling diffusers and recessed equipment with light fixtures, ceiling grid, etc. 1.15 Cleaning and Sterilization: Remove all construction debris from site and clean all mechanical equipment. Clean and disinfect all plumbing fixtures and trim, Disinfect domestic hot and cold water systems with 60 ppm chlorine, allow to stand 24 hours, thoroughly flush system, refill system and ensure residual chlorine content of less than .20 ppm. 1.15 Testing of Piping: All piping shall be tested with hydrostatic or pneumatic pressure, or other means as directed, and shall be proved tight as hereinafter specified in the presence of the local building Inspector before it is concealed or covered in any way. This Contractor shall furnish and install all plugs and make all temporary connections necessary to perform these tests, He shall furnish all labor, tools and equipment necessary to perform such tests. Duration of tests shall be sufficient time to permit inspection of all joints by the local building Inspector, and generally holding test pressure for a period of not less than 12 hours continuously without loss of any pressure, Individual System Tests: 1. Domestic water piping tested under 100 PSI hydrostatic pressure, 2. Soil, waste, vent tested under a 12' head of water pressure. 3, Gas piping tested under a 30 PSI air pressure. 1.17 Mounting Heights: Unless noted otherwise, minimum mounting height for exposed equipment and piping is 7'-0" above finished floor, Conceal piping and equipment unless indicated otherwise. 1.18 Freeze Protection: Piping and equipment located in areas subject to freezing shall be installed in a manner to prevent freezing. Install all piping on warm side of building insulation to prevent freezing. 1.19 Start-up Instructions: Start-up equipment in accordance with manufacturer's Instructions. Review equipment and instruct owner in proper operation of the equipment. 1,20 Equipment and Systems Installation: Install equipment and systems In accordance with manufacturer's printed installation instructions and in accordance with accepted industry standards and all applicable codes, Meet all required clearances and provide all necessary equipment accessories, bases, supports, shields, etc. for a complete installation, 1,21 All mechanical equipment shall be labeled with the equipment identification number, 1,22 Pipe Identification: Install pipe identification markers and direction arrows on all piping that is exposed and above ceilings. Markers to be color coded and identified per ANSI specifications. Install at valves and no further than thirty (30) feet apart along any run of pipe, except equipment rooms where spacing will be twenty (20) feet. 1,23 Balancing and Adjusting: The mechanical contractor shall adjust and balance the mechanical systems and check every operational piece of equipment. System shall be balanced to airflow quantities as indicated on drawings, Check, adjust and balance to provide a complete and operational system. A type written final balance report shall be provided to the engineer for record purposes. PIPING SYSTEMS 15060 1.01 Work ark Incl d@ Installation Included. st all atan of allPIP in9 systems. 1.02 Water Service: The water department will provide the water main tap and furnish the central water meter, costs of such will be charged to the mechanical contractor, The mechanical contractor will provide meter vault per Sanford. Florida requirements and details. Extend water service to building as shown on plans. Install a building shut-off valve at entrance of new building. Where local water pressure is In excess of eighty (80) pounds per square inch (PSI), an approved type pressure regulator preceded by an adequate strainer shall be Installed. Regulator with integral by-pass Is acceptable. The water service shall be Type 'L' copper or schedule 40 PVC installed a minimum of 48" below finish grade or below ground freeze level, The depth of the water service piping shall be at least 48" below finished grade, Install concrete thrust blocks at all elbows, tees, and changes of direction. 1.03 Domestic Water: Type "L" hard copper ASME B88 pipe, Wrought copper ASTM 816.22 fittings. Sweat 95-5 tin antimony solder joints, Use Type "K" copper below grade. Plumbing Installer shall minimize piping joints below floor. Where joints are necessary, all joints shall be brazed with silver bearing solder. As approved by local jurisdiction: CPVC, Sch. 40 or 80, rated at 200 PSIG, ASTM d2846. Fittings to be CPVC Sch 80, ASTM F437 & 438. Installed in accordance with manufacturer's recommendations. 1.04 Sanitary Sewer Main: Schedule 40 PVC gravity sewer piping with solvent welded joints and drainage pattern fittings, Install pipe in a straight line and grade uniformly to slopes Indicated by flow line elevations at the building and connection to sanitary sewer main. Plug open ends of piping when pipe laying is not In progress. Install pipe with barrel on firm undisturbed material for the entire length. Refer to Division 2 for excavation, trenching, and backfilling requirements. 1.05 Soil, Waste and Vent: Above Grade -PVC Pipe: ASTM D2665, Schedule 40 DWV PVC pipe with ASTM D3311, PVC fittings. Joints to be ASTM D2855, solvent weld with ASTM D2564 solvent cement. 1.06 Gas Service: Local gas service company to furnish and install gas main extension, service line and meter set as shown on plans. Mechanical Contractor to pay for all work billed by Gas Company. Mechanical Contractor to provide gas service from gas meter to buildings as shown on plans. A lubricated plug valve shall be installed outside of the building for quick and easy gas shut-off to the building. 1.07 Natural Gas Piping: Schedule 40 black steel ASTM A53, 120 pipe, Class 150 block malleable ANSI 616.3 fittings. Threaded, flanged or welded joints, Screwed fittings for pipe sizes 2" and smaller. Welded fittings for pipe sizes 234and larger. Provide a quarter turn lubricated cut-off cock at each piece of equipment. Teflon tape Is not allowed in natural gas system piping. Gas piping exposed on exterior of building shall be primed and pointed with (2) coats of Rustoleum paint. NOTE: Contractor may substitute polyethylene piping in lieu of coated black steel for the underground piping, if allowed by local code officials. Piping installation shall conform to all code requirements and include necessary tracer wire (18 ga. copper), and steel pipe risers. 1,08 Pipe Hangers and Supports: Provide pipe hangers and supports designed to carry the load with a safety factor of 5 or larger. Hangers over sized to fit pipe and insulation on insulated lines. Copper hangers shall be used for support of copper piping. Pipe Hanger Spacing: 5'-O" on center for cast iron soil pipe, 4'-0" on center for ABS & PVC plastic pipe, 6'-O" on center for copper, iron and steel piping up to 1 1/4" diameter. 10'-0" on center for copper, iron and steel piping above 1 1/2" diameter and larger, 1.09 Valves & Cocks: A. General: All valves of a given type shall be of one manufacturer, Provide all valves where required for operation, service and maintenance of systems and equipment. 150 PSIG working pressure or for pressure and service specified herein. All valves shall be of a suitable type for intended service. Sweat joints valves In copper piping. Protect valves from heat during installation. All valves in insulated piping system will be installed with operating handles above insulation through use of extension stems, extended necks or rising stems. B, Ball Valves: Bronze, swing -away design, full port, chrome plated bronze ball with teflon seats, 125 SWP, 400 WOG screwed or soldered ends. C, Drain Valves: Bronzes, compression stop with nipple and cap or hose thread, 1.10 Floor Drain: General Floor Drain equal to Zurn ZN-415, Adjustable nickel/bronze strainer - deep seal cast iron P --trap. Furnish with trap primer connection where indicated on plumbing drawings or required by local code. 1,11 Trap Primer: Soni -guard automatic trap primer equal to Zurn Z-1022. Chrome plated bronze body with integral vacuum breaker. Differential pressure operation with non -liming actuator. Y2" solder female connections with unions. Install In accessible locations as indicated on plumbing drawings or required by local plumbing code, 1.12 Cleanouts: Full size of pipe up to 4". Locate at base of vertical stacks, ends of mains, changes in directions greater than 135 degrees. Install cleanouts at a maximum of every 100 linear feet in all waste piping inside and outside of building. Finished walls: Zum Z-1468 stainless steel wall access cover complete with securing screw and bronze raised hex head plug. Finished floors - Zurn Z-1400 - Floor level cleanout - polished bronze top. Carpeted floors - Zurn Z-1400 floor level cleanout - olished branP ze car retainer. to et r t finer. P - P Outside building - cast iron cleanout extension with bronze plug set in cast iron meter box with cover - cleanout plug 6" below cover set in concrete. 1,13 Traps: Furnish and install all traps required for fixtures or equipment, including traps not supplied with fixture or equipment, Separately trap fixtures having waste connection as close to the fixture as possible. Deep seal traps where required and/or shown. Chromium plated cast brass exposed traps in finished areas. 1.14 Exterior Wall Hydrant: Non -freeze "anti -siphon" automatic draining - integral backflow preventor - chrome finish on brass casing - removable tee key - bronze Interior parts with stainless steel stem - wall clamp - length to suit wall thickness. Equal to Zurn Model Z-1321 or Woodford Model 67. 1.15 Piping Installation: Piping Installation: Evenly spaced - run harmoniously with the building walls and ceilings, Install In the desired location as indicated on drawings. Certain branch piping may be rerouted, providing rerouting does not alter intended design. Takeoffs from water mains shall be typically from bottom of piping (unless plans show differently). Installed in strict accordance with best piping practice. Piping not sized on drawings shall be sized by the Engineer. Reduction in pipe size made with eccentric reducers in horizontal lines to avoid air and water pockets. Provide unions and isolation valves at all equipment to facilitate removal. Use non -conducting fittings where jointing dissimilar metals. Slope all drainage piping 1/4" per foot (1/8" per foot for DWV piping 4" and larger). Arrange piping In a manner to allow for expansion and contraction. Thoroughly clean before installing - no sand, dirt, filings, etc. 1.16 PEX: Cross linked polyethylene plastic tubing. - Comply with ASTM F877, SDR 9. Fittings to be recommended and installed by tubing manufacturer. All installers to be certified by manufacturer and possess personal certification card at all time. Manifolds; Cross linked polyethylene construction provided by the some manufacturer of the tubing system. See drawings for size configuration, Provide brass shut-off valve upstream of each manifold Install Manifolds above corridor ceiling. Submit proposed tubing, joining method and manifold style for approval. Tubing Installation: Install individual PEX tubes from the manifoldsh o individual s Do t the di in i idu I fixture not tee or splice tubes between the manifold and the fixture. Terminate tubing for the fixtures using copper stub -out elbows with integral copper nailing plate to attach to the wall framing. (Similar to Vanguard XLE33SO) Penetrate structural rim joists from corridor ceiling space to the plumbing fixtures by drilling the individual holes for each tubing penetration and fire -seal annular space. Provide at least 2" clear In rim joist between edges of of holes. Pressure test assembled system at 100 PSIG, minimum. Provide General Contractor copy of all tests, signed by testing party. INSULATION 15250 1.01 Work Included: All piping and duct system insulation and acoustical liner, 1.02 Acceptable Manufacturers: A. Fiberglass Insulation 1. Owens Corning 2. Johns -Manville 3. Knouf 4. Certainteed 1.03 Domestic Cold Water and Hot Water Piping: Insulate all domestic hot water and cold water piping with fiberglass SSK-11 ASJ pipe Insulation with self sealing lap. Insulation of pipes stops where PEX begins. The mains, manifolds, and valves shall be insulated. All insulation shall be continuous through wall and ceiling openings and sleeves. Insulation on all cold surfaces where vapor barrier jackets are used, will be applied with a continuous, unbroken vapor seal. Hangers, supports, anchors, etc., which are secured directly t0 cold surfaces must be adequately insulated and vapor -sealed to prevent condensation. Crushing of insulation at hangers Is not permitted and will require pipe saddles or high density foam glass Inserts. Pipe saddles shall be Insulated as required to complete a continuous unbroken insulation of pipe as specified for the piping being supported. Specified adhesives mastics and coatings shall be applied at the manufacturer's recommended minimum coverage per gallon. Fittings: All fittings, valves, flanges, shall be covered with PVC pre -molded one piece fitting covers utilizing factory supplied h(- lotemperature insulation Insert. Insulation insert shall be applied to the fitting with ends of insert tucked snugly Into throat of fitting and edges adjacent to pipe. No gaps shall occur between fitting insulation and pipe Insulation. Secure PVC pre -molded cover to insulated fitting by stapling and taping edges of cover with Zeston color matching Z -tape. Cold water systems, fittings, valves, flanges, PVC pre -molded fitting cover shall be secured with Zeston Vapor Barrier Adhesive or Equal (Fosters 85-20). Circumferential edges of cover shall be wrapped with Zeston color matching Z -tape. The tape shall extend over adjacent pipe Insulation and overlap itself at least 2" on the downward side, Preparation: All testing of piping shall be completed and all leaks repaired prior to application of insulation. Installation: All insulation shall have composite (insulation, jacket or facing, and adhesive used to adhere the facing or jacket to the insulation) fire and smoke hazard ratings as tested by procedure ASTM E-84, NFPA 255 and Underwriters' Laboratories, Inc, Standard #723, not to exceed: Flame Spread 25 Smoke Developed 50 Fuel Contributed 50 Accessories, such as adhesives. mastics, cements, tapes and glass cloth for fitting shall have the same component ratings as listed above. All products or their shipping cartons shall bear a label indicating flame and smoke ratings in compliance with the listed ratings maximum. Any treatment of jackets or facings to impart flame and smoke -safety shall be permanent. The use of water-soluble treatments is prohibited. The Insulation Contractor shall certify, in writing, prior to Installation, that all products to be used will meet the above criteria. Edges of insulation and butt joints shall be taped with joint sealing tape. The vapor barrier for cold or dual temperature equipment and piping shall be secure at all times; no staples shall be used to close or secure jacket In these systems. Adhesives, Sealers, Facings, and Vapor Barrier Coatings shall be compatible with materials to which applied, and shall not corrode, soften, or otherwise attack the pipe or Insulation materials In either the wet or dry state, Use only adhesives, sealers, facings, and vapor barrier coatings recommended by the approval manufacturer's of Insulation materials. Insulation Thickness System 1" Domestic Hot Water %" Domestic Cold Water PLUMBING SYSTEMS/PLUMBING FIXTURES 15400 1.01 Work Included: All plumbing systems and plumbing fixtures and trim. 1.02 Plumbing Installation: Provide traps at all fixture waste connections. Provide stops at all Individual plumbing fixtures and equipment. All exposed stops, wall escutcheons, and supplies shall be chrome plated. Install chrome plated escutcheons at all piping penetrations to finished materials. Install additional wall support framing for all wall hung fixtures (where carriers are not provided). Install offset P -traps from handicapped lavatories and sinks back at wall to allow maximum clearance for wheelchair access. Countertop handicapped sinks shall be supplied with rear center drain connection. Securely anchor all flush valves behind or within walls to be absolutely rigid and not subject to movement due to push or pull action of valve. All vitreous china fixtures shall be standard white color. Certain fixtures are Installed for handicapped and will have different rough -in requirements. See the drawings for locations and mounting heights. All fixtures and accessories designated as handicapped shall conform to the American With Disabilities Act, 1.03 Domestic Hot Water Heater.- Water eater:Water Heater shall be direct vent type. Heater shall be glass -lined, gas-fired, equipped to burn natural gas, design certified to meet the latest ANSI Standard by the American Gas Association. Gas control shall totally regulate the gas supply to main and pilot burners. Heater shall have a maximum working pressure of 150 psi, a 3/4" relief valve opening and factory installed anode rod for maximum cathodic protection. Internal surfaces of the heater exposed to water shall be glass -lined with a alkaline borosilicote composition fused -to -steel. Heater shall also be equipped with an A,G,A, certified coaxial vent pipe with vent cap. Tank shall be foam insulated. Outer jacket shall have a baked enamel finish. Install a ASME rated temperature and pressure relief valve piped full size to discharge into approved floor drain. 1.11 Domestic Hot Water Recirculating Pumps: See schedule on drawings. Bronze construction - quiet motor built for booster application - sleeve bearings - mechanical seal - enclosed impeller - oil bath and circulation system - flanged connections - built-in thermal overload, Electrical to provide disconnect switch and all wiring. FIRE PROTECTION SYSTEMS 15500 1.01 Description. Provide all labor, materials, equipment, tools and skilled supervision and appurtenances to provide a complete fire protection system throughout the entire building. Provide wet pipe system throughout building with dry type system in attic. Provide standpipes fire protection system in stairwell per city requirements. Work shall comply with federal, state and local codes, ordinances and regulations. Materials, equipment and complete installation shall be in accordance with NFPA-13 standards. Prepare drawings, hydraulic calculations for approval by all governing agencies Including: L City of Sanford. Florida 2. Owners approving agency (if required) Submit four (4) copies sealed by a State of Florida Fire Protection Engineer to each of the above for review and obtain approval stamp on each copy. Submit product material equipment brochures to the engineer for approval, 1,02 Quality Assurance: All work performed shall be designed by a Licensed Fire Protection Engineer or NICET IV equvolent (as approved by local jurisdiction and Installed by a fire protection installer whose principal business is installation and service of Fire Protection Systems, 1,03 Hydrostatic Test: All interior piping, new and existing, shall be pressure -tested at 200 PSI for a period of two (2) hours without any leaks or drop in pressure. Tests shall be witnessed by the fire department with test certificates sent to the engineer/architect, 1,04 Coordination and Work By Others: Fire protection Installer shall coordinate with different trades to avoid Interferences. Electrical installer will provide wiring, alarm panels, interlocks, etc, Sprinkler contractor shall provide and install flow and tamper switches, Sprinkler contractor is to furnish any local alarm bells associated with the sprinkler system, Bells will be mounted and wired by the electrician. Protection against freezing: The attic is protected with a dry -type system. The piping in the attic to serve the fourth floor shall be protected against freezing by utilizing dry -type piping or , at the Contractor's option, coordinate with the General Contractor to protect piping with proper placement of the building attic insulation system. Sprinkler Contractor and General Contractor to be responsible for the proper placement of the insulation to ensure piping will not freeze. 1.05 Products: All materials and equipment furnished under this contract shall be new and have Factory Mutual approved listing and UL listing for fire protection service. Use of manufacturer's names and trade names in specifying equipment is for establishing standards of quality. 1.06 Acceptable Manufacturers: A. Sprinkler Heads: 1 Viking Reliable 2. B. Fire Department Connections & Accessories: 1. Potter -Roemer 2. Elkart C. Sprinkler Valves, Flow Switches, and Accessories: 1. Viking 2. Reliable 1.07 Underground Pipe and Fittings: Pipe and fittings shall be in accordance with NFPA Standard No. 24 and local water department requirements (verify prior to bidding). Underground piping shall be class 50 centrifugally cast ductile iron pressure pipe field wrapped with two layers of .040 polyethylene film with cement lining and mechanical joints meeting AWWA Specification C-151. Pipe more than 10 feet from the building may be C900 PVC pipe "Ring Tite" joints (where allowed by the local water department). Fittings shall be cast iron mechanical joint type meeting AWWA Specification C111-72 and C100-71. Provide flanged and anchored connections under the building floor. All pipe shall have a minimum cover of 3.5' measured from top of pipe to finish grade, or as required by local code. Provide concrete a and install as required for proper thrust blocking. See site plan for location and routing of fire protection main. Building fire protection piping from the connection to the City main to the building shall be sized and Installed by the Fire Protection Contractor. 1.08 Piping Within the Building: New pipe and fittings may be of any approved type except threadable lightwall tube used with threaded fittings. All new pipe Is to be domestically manufactured. 1.09 Hangers and Supports: All hangers, supports, etc., used with sprinkler pipe shall be UL -FM listed and approved for use with sprinkler systems. 1.10 Sprinklers Heads: Temperature ratings of fusible elements shall be in accordance with NFPA Standard No. 13. Automatic sprinklers of standard temperature rating shall be used except in areas of above -normal temperatures; sprinklers suitable for the temperature condition shall be provided. Furnish two piece chrome plated escutcheons for use with exposed sprinklers. All sprinkler heads in lay -in acoustical ceilings are to be centered in the ceiling tile. Ceiling mounted heads in suspended ceilings shall be chrome plated recessed miniature pendant sprinkler heads with two piece chrome plated escutcheon equal to Viking "Micro-matic" or "Micro -fast" series as required. Provide concealed flush mounted heads with white coverplate in all sheet rock ceilings. Fire sprinklers in janitor's closets, mechanical rooms, and other similar areas not open to the public may be brass finish upright or pendant heads as required, Heads in attic shall be 212 degree upright type heads. Furnish "quick response" and "residential" heads where required by code or design. 1.11 Valves: Provide approved automatic sprinkler alarm check valve with trim, including flow detectors (one -or two -pole as required --coordinate with fire alarm system), pressure switches, valves, strainers, pressure gauges, etc. as required. Refer to Fire Alarm System for annunciation. Provide and install a double check backflow preventor in the new service line as shown on the drawings. 1.12 Flow Switches: Provide approved automatic flow switch with pressure retard element, 250 psi pressure rated, 2 SPDT circuit switches of voltage as required for fire alarm interface (coordinate with fire alarm contractor). 1.13 Inspectors Tests: Provide 1" inspectors test where required. 1.14 Fire Department Connection: Furnish and install chrome or brass flush type fire department Siamese 18" above finish grade where shown on plans. Threads to fit Local Fire Department hose threads. 1.15 Execution: Install in strict accordance with federal, state and local codes, ordinance and regulations. It is the intention of this specification to have the fire protection Installer provide a complete and operational system that meets all prevailing requirements and is of top quality workmanship. The Latest Edition of NEPA 13 is to be used as the guiding standard. Locate outside alarms on wall of building adjacent to fire department inlet connection. Provide on wall near sprinkler valve or in other approved location, cabinet containing extra sprinkler heads as required by NFPA 13 for each head type used and wrench suitable for each head type. PACKAGED THRU WALL HEATING/COOLING UNIT 15775 1.01 Work Included: Installation of packaged thru wall heating/cooling unit. 1.02 Reference Standard: ARI rated capacities. All equipment shall be UL or ETL approved. All equipment shall meet code minimum energy efficiency requirements (or greater where scheduled/listed on plans). 1.03 Performance: All units shall meet or exceed performance Indicated in the equipment schedules and shall be selected at conditions indicated in the schedule. 1.04 Acceptable Manufactures: 1. Amana 1,05 Packaged Thru Wall Heating/Cooling Unit: See schedule on the drawings. UL listed packaged heating and cooling unit with electric resistance heat. Weather resistant 18 ga. zinc -coated, phosphatized steel, insulated, wall case with baked -on enamel finish - stamped aluminum exterior grille - removable cabinet - hermetically sealed refrigerant system with external vibration isolated rotary -type compressor, . condenser and evaporator coils and capillary refrigerant control - two speed outdoor and indoor fan motors - adjustable indoor discharge air louver - Internal condensate removal system to permit unit to automatically dispose of generated condensate - unit mounted fan cycle switch outside air ventilation control with positive closing damper - universal power chord - factory wired controls with unit mounted thermostat. Install units as shown on drawings. Coordinate Installation with General and Electrical contractors. Equipment shall be installed in accordance to manufacturer's Installation requirements. Provide/install additional case support angles as required. Caulk or gasket all exterior openings between wall case and wall surface. Equipment supplier shall provide complete wiring diagrams for field wiring and control connections. Receptacle and wiring by the Electrical Contractor, AIR DISTRIBUTION 15840 1.01 Work Included: All duct distribution, grilles, registers, dampers, etc, required for a complete operating system, 1,02 Reference Standards: Installation and fabrication of all ductwork shall conform with the latest edition SMACNA duct manuals, ASHRAE handbooks and local codes. Construct ductwork to NFPA 90A Standard for Air Conditioning and Ventilating Systems, and NEPA 90B Standard for the Installation of Warm Air Heating and Air Conditioning. Fans shall bear the AMCA Certified Ratings Seal and UL Label, 1.03 Acceptable Manufacturers: A. Dampers & Duct Accessories 1. Ruskin 2, Air Balance B. Fans & Roof Hoods 1, Cook 2. Penn Ventilator Company C. Wall Louvers 1. Ruskin 2. Air Stream 1.04 Duct Sizes: All duct sizes indicated are Inside clear dimensions. Overall duct sizes shall be. increased to accommodate duct liner (where specified). Where structural conditions deem it necessary to change the size or shape of any duct, the equivalent free area shall be maintained. 1.05 Duct Pressure Class; Low pressure class - static pressure in duct less than 2" wg and velocities less than 2400 fpm. 1.06 Duct Material: Galvanized steel lock -forming quality, having a zinc coating of 1.25 ounces per square foot for each side (coating Class G90). . 1.07 Joints: Seal all longitudinal and transverse joints on concealed ductwork, with foil back tape. Exposed ductwork shall not be sealed. Screw or rivet all round duct joint connections. Exterior ductwork shall be sealed water tight with commercial duty waterproof sealant. 1.08 Dryer Vent: Galvanized steel snap -lock with taped joints (screw fastening not allowed). Elbows shall be smooth radius (1) piece stamped fittings, Use 45 degree elbows in lieu of 90 degree fittings if allowable. Duct support brackets shall be field fabricated and adhered to duct with gear clamps or similar devices, 1.09 Control Dampers: Provide automatic control dampers of size as shown on drawings. Automatic dampers, where not furnished under Temperature Control Section (15900) shall be equal to Ruskin Model CD35. Outside air, low leakage type dampers, shall be equal to Ruskin Model CD50. Dampers shall be parallel blade type action with factory installed 120 volt electric actuator. Actuator shall be a normally closed two -position (open/closed) type with a maximum duration from full close to full open of 20 seconds. A maximum travel adjustment shall be provided for field balancing. See electrical plans for wiring and interlocks. All wiring by the Electrical Contractor. 1.10 Dampers and Duct Accessories: A. Fire Dampers; Provide fire dampers of size as shown on drawings, as manufactured by Ruskin. Each fire damper shall be 1 1/2 hour fire rated under UL Standard 555, and consequently labeled as such. Fire dampers shall be provided with Integral 20 ga, galvanized steel factory sleeve and mounting angles. Curtain Type 24 ga. galvanized steel blades shall be compactly grouped in the head of the frame out of the airstream. 212 Degree F. fusible link (provide elevate temperature rating where required). Fire dampers shall be approved for vertical of horizontal Installations. See drawings for correct airflow configuration. Complete installation shall conform to manufacturers installation details and UL requirements. Install necessary break -away duct/sleeve connections as required, Ruskin Model 1BD20 Style B (rectangular duct). Ruskin Model 1BD20 Style LR (round duct). Ruskin Model 1BD20 Style G (grille connection). B. Ceiling Fire Dampers: Provide ceiling fire dampers of size as shown on drawings, as manufactured by Ruskin. Each ceiling damper shall be 3 hour fire rated for UL fire rated floor/ceiling and roof/ceiling assemblies, 20 Go, galvanized steel frame and integral blades. UL classified insulation as required. 212 Degree F, fusible link (provide elevated temperature rating where required). Furnish and install a UL listed thermal insulating blanket on all ceiling grilles or diffusers having horizontal surfaces exposed through the ceiling membrane. Complete installation shall conform to manufacturers installation details and UL requirements. Provide with extended frame as required. Install with blades parallel to airflow to prevent obstructing flow of air, Ruskin Model CFD (Rectangular Duct). Ruskin Model CFDR (Round Duct). C. Backdraft Dampers: Provide backdraft dampers of size as shown on drawings. 4" Deep extruded aluminum (.081" thickness) frame with aluminum vinyl edged blades and dustproof shaft bearings. Blades shall incorporate on adjustable counterbalance and shall be suitable for horizontal or vertical mounting. Ruskin Model CBD4, D. Access Doors: Access doors shall be double skin, insulated, hinged type with locking latches. 22 Ga. galvanized steel double skin door, 1" fiberglass insulation, continuous piano hinge, foam gasketing between door and frame, and between duct connection and frame. Maximum leakage of .25 CFM/sq. ft. at 1" W,G, static pressure. Built to SMACNA standards. Ruskin Model ADH22, 1.11 Fans: See schedule on the drawings, Provide fans of the type capacity and size as scheduled on the drawings. Provide complete wiring diagrams or field wiring and controls connections. Heavy duty 1750 RPM motors - vibration eliminators. Type I - Cook Gemini - centrifugal cabinet fan - ceiling Installation - high quality permanently lubricated motor - removable motor and blower assembly - acoustically Insulated heavy gage galvanized steel housing - adjustable mounting 9 brackets - outletflange (s e drawings for discharge arrangement) -- integral backdraft damper - white painted steel perforated face ceiling grille. Furnish with matching roof jack fire radiation damper. NOTES: 1. All direct drive motors shall be supplied with factory mounted speed controllers (for field balancing). All electrical wiring Y b Electrical Contractor, 1.12 Roof Hoods: See schedule on the drawings, Type I - Cook Type VR low profile type gravity relief ventilator - all aluminum construction - weatherproof - bird screen - factory curb (curb shall match roof slope and be compatible with roof construction). 1.13 Wall Louvers: 6" Deep extruded aluminum (:125" thickness) frame with stationary fixed 45 degree weatherproof drainable blades at approximately 5" centers. Factory assembled components/sections. Minimum 54% free area design. Architecturally styled with hidden mullions. Wall flange, Bird screen, Factory prime coat for field painting. Ruskin Model ELF6375DXH. Water hammer arrestors shall be installed where quick -closing valves are being utilized. FRC P2903.5 FPC 604.9 , Fire, smoke, combination fire/smoke, and ceiling dampers located within air distribution and smoke control systems shall be install in accordance with the manufactures listing and FMC 607.2 ENC N x��;s A'Zl l N- G CQ,�NSr�LT NTS, INC. 411 N. WEBB ROAD WICHITA, KS. 67206 3 1 6- 6 8 4 - 9 6 0 0 : : , �i 1� - -k .1. �1:,L ,I i THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH 131DDING AND NEGOTIATION PLEASE DIRECT ALL QUESTION5 CONCERNiNG DRAWINGS, 5PECIFICATiON5, SUBSTITUTIONS, CLARIFICATIONS, BIDDERS L15T5, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2043 FAX 401-114-6ro91. 01 Y.:< _ 1. . ir't> {<€ ?. err:, :i- :....... iii.. .. ri. lr,✓.':- / _-) C'�//Z_-z- Z�d,6 � � 6-7 14� r 1/ ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 W U ­11!!� FE -11 �� L.-.-...--- J da- PWIIIIil r- L_ r- L_ n v- sa o?l Q N � c3�, �W �:) - `�, r__!� => lii,_4 N r -I PRINTS ISSUED 4/4/07 FOR PERMIT JOB NO. 06045.2 MECHANICAL & PLUMBING SPECIFICATIONS rysl i ' 1 n r� drawn: RAS checked: GEN I MI If r r�, , © copyright 2007 VALUE PLACE 2"V UP 3"W UP 4"W DN 2"W Ir -_JL Fa9 " D 5 ON SHEET P4, r �D L_J ! !1 '� DETAIL r L_J Ir -_JL Fa9 RISER DETAIL PLAN NOTES: (D SEE RISER DETAIL 8A ON SHEET P4, O PROVIDE JR SMITH MODEL 2420 FLOOR DRAIN WITH SEDIMENT BUCKET, REFER TO ARCHITECTURAL TRENCH DRAIN DETAIL, g SEE RISER DETAIL 7 ON SHEET P4. 02" DRAIN FROM SUMP PUMP TO GRADE, DISCHARGE TO DRAIN UNDER SIDE WALK, (D2" VENT UP IN WALL FROM FLOOR DRAIN, Q EXTEND 1/2" CW FROM TRAP PRIMER, CONNECT CW FOR PRIMER SYSTEM TO NEAREST 1 " CW PIPE OR LARGER. Q DROP SS PIPING DOWN IN WALL TO BELOW FLOOR, 0 SEE RISER DETAIL 2 ON SHEET P4. (j)SEE RISER DETAIL 1 ON SHEET P4. 8 SEE RISER DETAIL 4 ON SHEET P4. 11 SEE RISER DETAIL 3 ON SHEET P4. INVERT 1.33 FT BELOW F.F. 6"C O,T,G, 4" C 4"W U P- 12 SEE RISER DETAIL 5 ON SHEET P4, 13 SEE RISER DETAIL D'D 14 PROVIDE 4" PLAN NOTES: (D SEE RISER DETAIL 8A ON SHEET P4, O PROVIDE JR SMITH MODEL 2420 FLOOR DRAIN WITH SEDIMENT BUCKET, REFER TO ARCHITECTURAL TRENCH DRAIN DETAIL, g SEE RISER DETAIL 7 ON SHEET P4. 02" DRAIN FROM SUMP PUMP TO GRADE, DISCHARGE TO DRAIN UNDER SIDE WALK, (D2" VENT UP IN WALL FROM FLOOR DRAIN, Q EXTEND 1/2" CW FROM TRAP PRIMER, CONNECT CW FOR PRIMER SYSTEM TO NEAREST 1 " CW PIPE OR LARGER. Q DROP SS PIPING DOWN IN WALL TO BELOW FLOOR, 0 SEE RISER DETAIL 2 ON SHEET P4. (j)SEE RISER DETAIL 1 ON SHEET P4. 8 SEE RISER DETAIL 4 ON SHEET P4. 11 SEE RISER DETAIL 3 ON SHEET P4. INVERT 1.33 FT BELOW F.F. 6"C O,T,G, 4" C 4"W U P- 12 SEE RISER DETAIL 5 ON SHEET P4, 13 SEE RISER DETAIL 6 ON SHEET P4. 14 PROVIDE 4" WASTE TO LINT TRAP AND 121 CONNECT TO BUILDING SEWER INSIDE 605 MECHANICAL ROOM, PROVIDE 4" VENT FOR 4 LINT TRAP. SEE DETAIL ON P-1, 15 SEE RISER DETAIL 8 ON SHEET P4. 16 SEE RISER DETAIL 9 ON SHEET P4. 17 SEE RISER DETAIL 10 ON SHEET P4. 18 SEE RISER DETAIL 11 ON SHEET P4. CEJ` D' r-� L_ J D NOTE. STANDARD EXTENSION HEIGHT IS DEFINED BY DIMENSION "D" IN CHART BELOW. EXTENSION HEIGHTS GREATER THAN STANDARD MAY BE O ®D O ®O SPECIFIED BY STATING A GREATER 11 "D" DIMENSION. CONTRACTOR TO DETERMINE EXTENSION HEIGHT. THREADED INLET IE�I PIPE SIZE —\ GASKET -1 NON—SKID COVER i --SOLID BOTTOM V SHAPED BUCKET WITH 16x16 MESH STAINLESS STEEL SCREENS THREADED OUTLET —PIPE SIZE TYPE FLOW RATE PIPE C D E F G WGT LAVATORY GPM SIZE 1 BATHROOM GROUP 121 5 605 LBS 61806 200 4 14 6 22 18 20 120 TYPICAL LINT INTERCEPTOR JOSAME OR EQUAL SECOND FLOOR WAS SCALE: 1/8" = V-0" REFER TO ARCHITECTURAL PLANS FOR DETAILS -;z- 4 X /r7AI—r DRAINAGE FIXTURE UNIT FIXTURE QUANTITY WASTE TOTAL WATER CLOSET(TANK) 1 3 3 LAVATORY 1 1 1 BATHROOM GROUP 121 5 605 JANITOR'S SINK 1 3 3 SINK 121 2 242 2—COMPARTMENT SINK 1 3 3 WASHERS 5 3 15 WASH ERS(COMMERCIAL) 1 6 6 FLOOR DRAIN 4 3 12 TRENCH DRAIN 1 6 6 TOTAL 896 O2" DOWNSPOUT eun AIf1771 G L -J L -J D D FIRE ENTRY STATION GUE5T --11 LAUNDRY FIRST FLOOR WASTE & VENT SCALE: 1/8" = V-0" � D Lou D_ r--1 _0 D f --1 D/LL Oa L_ -JL L_J L -J L -J D D FIRE ENTRY STATION GUE5T --11 LAUNDRY FIRST FLOOR WASTE & VENT SCALE: 1/8" = V-0" � D Lou D_ r--1 _0 D f --1 D/LL L_J L_ -JL L_J I a - _J L -J L -J D D FIRE ENTRY STATION GUE5T --11 LAUNDRY FIRST FLOOR WASTE & VENT SCALE: 1/8" = V-0" I---- � D Lou l D r--1 D D f --1 I---- � D Lou l D r--1 L_J 0bo f --1 L._JL L_J ( L_J ,\ � D I l D r--1 L_J 0bo f --1 L._JL L_J ( L_J I a � W ,\ � D I l D r--1 o �D f --1 L._JL ( L_J TYPICAL SECOND FLOOR WASTE & VENT SCALE: 1/8" = V-0" r --1r L_J � D l D L_J D D TYPICAL SECOND FLOOR WASTE & VENT SCALE: 1/8" = V-0" r --1r L_J � D l D L_J TYPICAL n FIRST FLOOR WASTE & SCALE: 1/8" = V-0" -2"V UP 3"W UP 4"W DN 1/W "W REFER T0. SITE PLAN FOR CONTINUATION 8"C.O.T.G. /--2V UP ,,-4" W UP e THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDINn AND NEGOTIATION PLEASE DIRECT ALL allE5TION5 CONCERNING DRAWING5, SPECIFICATIONS, 5UB5T I TUT ION5, CLARIFICATIONS, BIDDERS LI5T5, BID DUE DATE, ETC, TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2643 FAX 40_1-��4-(0(097. Z,( -o7 ARCHITECT: WESLEY A. DARN ELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 .� , ��,. $.. u5� , W D _ FOL �9 TYPICAL n FIRST FLOOR WASTE & SCALE: 1/8" = V-0" -2"V UP 3"W UP 4"W DN 1/W "W REFER T0. SITE PLAN FOR CONTINUATION 8"C.O.T.G. /--2V UP ,,-4" W UP e THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDINn AND NEGOTIATION PLEASE DIRECT ALL allE5TION5 CONCERNING DRAWING5, SPECIFICATIONS, 5UB5T I TUT ION5, CLARIFICATIONS, BIDDERS LI5T5, BID DUE DATE, ETC, TO THE OWNERS CONSTRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2643 FAX 40_1-��4-(0(097. Z,( -o7 ARCHITECT: WESLEY A. DARN ELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 .� , ��,. $.. u5� , W �9 � W 00 o f'V � PRINTS ISSUED 4/4/07 FOR PERMIT JOB NO. drawn: ALN 06045.2 checked: GEN PLUMBING WASTE & VENT PLANS FIRST & SECOND FLOOR RIP,- �14 D ""WE PLA,�10`- Tn? y FR'D i N, E NSC°I�1,fEpRI N G C. VENT ,a'N' Q` f,s. " t * . �� 0f a t 411 N. WEBB ROAD WICHITA, K S. 6 7 2 0 6 © copyright 2001 3 1 6- 6 8 4 - 9 6 0 0 VALUE PLACE 2"V UP 3"W UP. 3"W 2"W 2"V UP 3"W UP 3"W 2"W r— —ir \ \ 1 lJ L-- L --JL \ r L__JL 0 LJL JL__J :a 10_ JL__J r— —ir \ \ 1 lJ L-- L --JL I r L__JL 0 r— —ir \ \ 1 IF ---I L-- \ I r L__JL 0 li 1 JL__J r— —ir f—� IF ---I L-- I_L--JJ L 71111) 0 li 1 r --"Ir- f—� IF ---I L-- I_L--JJ 71111) 0 li 1 El f—� IlL✓J_ If ---I L__JI I _ L__J 71111) FOURTH FLOOR. WAST SCALE: %8" = .1'-0" THIRD FLOOR WAST SCALE: '/8" = 1'-0" & VENT r — f—� _ If ---I L__JI - I _ L__J 71111) . \ r — f—� _ If ---I L -u— - L --J 71111) . \ \ 2"DN —� \ 2"V DN— TYPICAL N— TYPICAL - F SCALE: %a" = 1'-0" 3"V DN—\ }-3" • pw. lCoi I\ - r _ - IJL__J _JL . \ :a 3"V DN—\ }-3" • pw. [r-�-1 lCoi I\ - r _ - IJL__J _JL . JL__J [r-�-1 I\ - _JL U_J- JL__J `. 3"V \ 2"V—/ I P F 3 r iFOPI \JLCj- \ 1 � I TYPICAL - THIRD FLOOR WAST SCALE: 1/8" = 1'-0" 2"DN 2"V DN "V UP "W DN 2"W r UP W UP THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWING5, SPECIFICATIONS, SUB5TITUTION5, GLARIFIGATIONS, E 1E)DERS LI5T5, BID DUE DATE, ETC, TO THE OWNERS CON5TRUCTION REPRESENTATIVE: JOEL PALMER 941-920-2643 FAX 401-114-6&91. ARCH ITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E ESTES 105 N. Washington Wichita, Kansas 61202 ph 316.262.4700 fx 316.262.0002 f rme =1 W PRINTS ISSUED 4/4/07 FOR PERMIT JOB NO. drawn: ALN 06045.2 checked: GEN ' e \ PLUMBING WASTE & VENT PLANS IJP THIRD & FOURTH FLOOR r— FLANS REVIEWED OR D ITY .Nt"xt, f�.f3� V7 'W mg�Ff E & VEN6T PLAN E �Nyr�[ �el" y,E"p� ,(. I I- G Cdr �O,'LhI �1 1 J� I r a^^;�y'' 7�� •m "„�„ z " �'o&i 'm ,,�� ' m ri�, ' r� "� � 9 �`� 4 1 1 N. W E B B ROAD W I CH ITA, K S. 6 7 2 0 6 © copyright 2007 VALUE PLACE 3 1 6- 6 8 4 - 9 6 0 0 PRINTS ISSUED 4/4/07 FOR PERMIT JOB NO. drawn: ALN 06045.2 checked: GEN ' e \ PLUMBING WASTE & VENT PLANS IJP THIRD & FOURTH FLOOR r— FLANS REVIEWED OR D ITY .Nt"xt, f�.f3� V7 'W mg�Ff E & VEN6T PLAN E �Nyr�[ �el" y,E"p� ,(. I I- G Cdr �O,'LhI �1 1 J� I r a^^;�y'' 7�� •m "„�„ z " �'o&i 'm ,,�� ' m ri�, ' r� "� � 9 �`� 4 1 1 N. W E B B ROAD W I CH ITA, K S. 6 7 2 0 6 © copyright 2007 VALUE PLACE 3 1 6- 6 8 4 - 9 6 0 0 Y4" HWC DOWN TO FIRST FLOOR 3"CW INLET FROM BOOSTER PUMP AQUASTAT FLOW CONTROL VALVE (GPM SETTING) RCP -1 �' 1 BALL VALVE JNI�+I 120' RECIR. SEE PLAN FOR I 3"CW CONTINUATION F -CHI ET -1 I1 VACUUM RELIEF VALVE (TYPJ DIELECTRIC UNION L --Jr -� 'l❑- lL_—� �r--1 ❑ ❑ JL_ J FIRST FLOOR /--SEE GAS RISER FOR CONTINUATION INSTALL SLAB PER LOCAL CODE - �r WATER HEATER. DETAILTYP) UNIONS AND SHUT-OFF VALVES TO FACILITATE THE REPLACEMENT OF WATER HEATERS WITHOUT DISTURBING PIPING, 1"CW&Y4"HW TO FEED SECOND FLOOR UNIT, Y4" HWR FROM THIRD FLOOR— TO 3RD Ir __J ��--1 �r--1 ❑ I❑ JL_ J ❑ L__J 4U-2 AU -3 ❑ I ❑ BATHROOM GROUPS 1"CW&Y4"HW TO FEED SECOND FLOOR UNIT, Y4" HWR FROM THIRD FLOOR— 4" LINE TO SPLIT WITH 3" TO WATER HEATERS AND 3" TO BUILDING SYSTEM 4" CW LINE 4" DOMESTIC DOUBLE CHECK VALVE COLD WATER BACK FLOW PREVENTOR LINE. ASSEMBLY SUITABLE FOR MULTIPLE STORY BUILDING.— TO 3RD Ir __J ��--1 L__JL ❑ I❑ JL_ J 4" LINE TO SPLIT WITH 3" TO WATER HEATERS AND 3" TO BUILDING SYSTEM 4" CW LINE 4" DOMESTIC DOUBLE CHECK VALVE COLD WATER BACK FLOW PREVENTOR LINE. ASSEMBLY SUITABLE FOR MULTIPLE STORY BUILDING.— TO 3RD Ir __J ��--1 'Ir—_:I L__JL ❑❑ I� ❑ JL__J 4" LINE TO SPLIT WITH 3" TO WATER HEATERS AND 3" TO BUILDING SYSTEM 4" CW LINE 4" DOMESTIC DOUBLE CHECK VALVE COLD WATER BACK FLOW PREVENTOR LINE. ASSEMBLY SUITABLE FOR MULTIPLE STORY BUILDING.— THIRD FLOOR DOMESTIC WATER PLAN SCALE: 1/8" = 1'-0" 4" CW LINE /NORMALLY // CLOSED VALVE GAS TO ENTER BLDG. AT MECH RM---, �. J 1 VKMIt TANK NORMALLY OPEN VALVE 1 1/4" 4" C BUILDING DOMESTIC DUPLEX WATER SHUT—OFF BOOSTER PUMP VALVE, PACKAGE DOMESTIC BOOSTER PUMP FL NO SCALE L__JL hll ❑J JL__J /01 <;67 NORMALLY �� NORMALLY ,-- OPEN VALVE --,- OPEN VALVE NORMALLY CLOSED DRAIN VALVE OW DIAGRAM 6 -FIRE LINE(BY OTHERS)—\ 4" WATER -SERVICE FIRE ENTRY ST-17\ ATION—\� P Lf'1 N NOTES . �J hJ 2Y2" CW UP TO 3RD Ir __J ��--1 'Ir—_:I L__J ❑ I� ❑ .L__J 4U-2 AU -3 ❑ I ❑ BATHROOM GROUPS THIRD FLOOR DOMESTIC WATER PLAN SCALE: 1/8" = 1'-0" 4" CW LINE /NORMALLY // CLOSED VALVE GAS TO ENTER BLDG. AT MECH RM---, �. J 1 VKMIt TANK NORMALLY OPEN VALVE 1 1/4" 4" C BUILDING DOMESTIC DUPLEX WATER SHUT—OFF BOOSTER PUMP VALVE, PACKAGE DOMESTIC BOOSTER PUMP FL NO SCALE L__JL hll ❑J JL__J /01 <;67 NORMALLY �� NORMALLY ,-- OPEN VALVE --,- OPEN VALVE NORMALLY CLOSED DRAIN VALVE OW DIAGRAM 6 -FIRE LINE(BY OTHERS)—\ 4" WATER -SERVICE FIRE ENTRY ST-17\ ATION—\� P Lf'1 N NOTES . �J hJ 2Y2" CW UP TO 3RD Ir __J ��--1 1 -1 I ruo- WATER CLOSET (TANK) I� I AU - 2 I AU -3 ❑' ❑/j 4U-2 AU -3 I I FLOOR CEILING BATHROOM GROUPS 121 3.6 435.6 JANITOR'S SINK 1 3 3 SINK 121 1.5 181.5 2 -COMPARTMENT SINK 1 2 1/2" HW UP TO 3RD FLOOR CEILING. 1.5 WASHERS 4 4 16 WASHERS (COMMERICAL) 3 4 12 HOSE BIBB 1 3 2.5/1 4.5 TOTAL 657.1 O 2 1/2' HW UP FROM 1ST FLOOR CEILING. �7 DROP -Y4" HW/CW DOWN IN WALL TO WASHER BOX, O PROVIDE COPPER MANIFOLD FOR WATER DISTRIBUTION. PROVIDE ISOLATION VALVES UP STREAM OF MANIFOLD Q SEE RISER DETAIL 12 ON SHEET P4, 14 SEE RISER DETAIL 18 ON SHEET P4, 20 SEE RISER DETAIL 24 ON SHEET P4. FOR COMPLETE SYSTEM ISOLATION. (TYPICAL) MANIFOLDS ARE ONLY SHOWN IN ROOMS FOR CLARITY. O SEE RISER DETAIL 13 ON SHEET P4, 15 SEE RISER DETAIL 19 ON SHEET P4. 21 SEE ENLARGED MECHANICAL ROOM MANIFOLDS TO BE INSTALLED IN CORRIDOR, PLAN ON THIS SHEET. 4❑ REFER TO ARCHITECTS DETAIL FOR MOUNTING HEIGHTS 10 SEE RISER DETAIL 14 ON SHEET P4, 16 SEE RISER DETAIL 20 ON SHEET P4. 22 SEE RISER DETAIL 25 ON SHEET P4, OF TUB/SHOWER FAUCET AND CONTROLS. (TYPICAL) 11 SEE RISER DETAIL 15 ON SHEET P4, 17 SEE RISER DETAIL 21 ON SHEET P4, 23 SEE RISER DETAIL 26 ON SHEET P4. 5 ROUTE 1/2" TO UNIVERSAL FLUSH MANIFOLD (BY OWNER). 12 SEE RISER DETAIL 16 ON SHEET P4, 18 SEE RISER DETAIL 22 ON SHEET P4, 24 SEE RISER DETAIL 27 ON SHEET P4. �6 DROP 3/4" HW/CW DOWN IN WALL TO WASHER BOX. HOLD TIGHT TO CORNER ® STAFF LAUNDRY. EXTEND 13 SEE RISER DETAIL 17 ON SHEET P4, 19 SEE RISER DETAIL 23 ON SHEET P4. 25 O MOUNT HOSE BIBB AT 40" A.F.F. SEE 1/2- SUPPLY LINES TO MOP FAUCET, ARCHITECTURAL PLANS. 1-1/2" TO \_2" GAS METER 1 1/2"G TO ¢� �.� WATER HEATERS UNDERGROUND GAS SERVICE 152 MBH TO DRYER BY LOCAL GAS CO. (WASCOMAT TD75) 199 MBH EACH (3 WATER HEATERS) 65' ACTUAL FEET FROM SEE WATER HEATER DETAIL METER ` THIS SHEET FOR PIPING DETAILS (.�/l ®tl GAS EQUIPMENT LIST 3 WATER HEATERS = 597 MBH DRYER = 152 MBH TOTAL CONNECTED LOAD = 749 MBH PIPE SIZED AT 65' ACTUAL LENGTH FROM METER TO MOST REMOTE OUTLET AND 7"/wc. DEPARTMENT CONNECTION. r--lr I Ul Ir __J I 1 -1 I ruo- WATER CLOSET (TANK) IEL 2 ❑a LAVATORY ❑❑ 1 1 BATHROOM GROUPS 1-1/2" TO \_2" GAS METER 1 1/2"G TO ¢� �.� WATER HEATERS UNDERGROUND GAS SERVICE 152 MBH TO DRYER BY LOCAL GAS CO. (WASCOMAT TD75) 199 MBH EACH (3 WATER HEATERS) 65' ACTUAL FEET FROM SEE WATER HEATER DETAIL METER ` THIS SHEET FOR PIPING DETAILS (.�/l ®tl GAS EQUIPMENT LIST 3 WATER HEATERS = 597 MBH DRYER = 152 MBH TOTAL CONNECTED LOAD = 749 MBH PIPE SIZED AT 65' ACTUAL LENGTH FROM METER TO MOST REMOTE OUTLET AND 7"/wc. DEPARTMENT CONNECTION. r--lr I Ul Ir __J I 1 -1 I ruo- WATER CLOSET (TANK) 1 2 ❑a LAVATORY ❑❑ 1 1 BATHROOM GROUPS t—'A0 ®I0C0 FIRST FLOOR DOMESTIC WATER PLAN SCALE: 1/8" 4" I Ul Ir __J FIXTURE ❑ I ruo- WATER SERVICE FROM METER. LOCATE METER AND INSTALL PER CITY STANDARDS. INSTALL BACKFLOW ASSEMBLY ADJACENT TO METER PER CITY STANDARDS. SEE SITE PLAN FOR CONTINUATION. 4" CURB UNDER WATER HEATERS MAY BE REMOVED PER LOCAL ORDINANCES. PROVIDE DRAIN PANS IF NO CURB IS INSTALLED. WH -2 3"HW(120') SEE FLOOR PLAN THIS SHEET FOR CONTINUATION. 3" CW, SEE FLOOR _1 PLAN THIS SHEET FOR CONTINUATION, 3'4" HWR FROM 7 THIRD FLOOR RCP -1 FLOW CONTROL VALVE EXPANSION TANK 6 -FIRE LINE(BY OTHERS) 4"CW UP THRU FLOOR. SEAL WATER TIGHT AND PROVIDE SHUT-OFF VALVE IN RISER, \ ❑FIRE DEPARTMENT CONNECTION, %� i-- FIRE ENTRY STATION WATER FIXTURE UNIT FIXTURE QUANTITY WATER TOTAL WATER CLOSET (TANK) 1 2 ❑a LAVATORY 1 6 -FIRE LINE(BY OTHERS) 4"CW UP THRU FLOOR. SEAL WATER TIGHT AND PROVIDE SHUT-OFF VALVE IN RISER, \ ❑FIRE DEPARTMENT CONNECTION, %� i-- FIRE ENTRY STATION WATER FIXTURE UNIT FIXTURE QUANTITY WATER TOTAL WATER CLOSET (TANK) 1 2 2 LAVATORY 1 1 1 BATHROOM GROUPS 121 3.6 435.6 JANITOR'S SINK 1 3 3 SINK 121 1.5 181.5 2 -COMPARTMENT SINK 1 1.5 1.5 WASHERS 4 4 16 WASHERS (COMMERICAL) 3 4 12 HOSE BIBB 1 3 2.5/1 4.5 TOTAL 657.1 SEE WATER HEATER DETAIL THIS SHEET FOR WORK IN THIS AREA. SEE BOOSTER PUMP FLOW DIAGRAM THE ARCHITECTS AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUE5TION5 CONCERNING DRAWING5, 5PEGIFICATION5, 5UE3S-TITUTIONS, GLARIFIGATIONS, BIDDERS LISTS, BID DUE DATE, ETC;. TO THE OWNERS GON5TRUCTION REPRESENTATIVE- JOEL PALMER 941-920-2643 FAX 401-114-6691. OR %3 y> �':r;i�s>'%%s":::;;s;;.. ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 61202 ph 316.262.4100 fx 316.262.0002 PRINTS ISSUED 4/4/01 FOR PERMIT �\ JOB NO. drawn: ALN 06045.2 checked: GEN PLUMBING WATER & GAS PLANS FIRST & THIRD FLOOR SR LXN 5 V I F -W E D RD ITY _ S I kc. 411 N. WEBB ROAD WICHITA, KS. 67206 3 1 6- 6 8 4 - 9 6 0 0 © copyright 2001 VALUE PLACE T „ I 3" V� � i 3 V� I 1 Y2"v i\. 2"V I \\ tel. I P 1 `� I i\ �\ I r~I IN o� i P=1 i I I iP-31 /- 2"V 2"V I I » I I 1 1 I j ti I �I""�, I I I• —v I ` C I r\, r J 1' I P— IP -1 I 1 Yz"V - -tom rte. I 2��V I I 4"W i\ T P=1 P-2 IN I �• 1 �Yz"V 'I I \ I I 1 P\ten 4"W 1 `\ 4' :V P- H 2NW P -5i iP 21 \�\ 1,/-3"W 3"V I I 2"V ���`� �,T P -5j f I P-51 j 7 1 1 � \� �I 1 IP�s�I � I I�\\ 2»W 2"V-,,,, I T I 2"V 2"v I I I T I L I I 1 3"V I I I 2"V 1Y2"v I �, 1 I I P-1, � IP 3H r`\ I 1 Yz"V i` { i \\ 2„V 4"W i p_,� p-1 i P- H 2„W �P-5 i 2NV i1 P 3 N 2"V�i 1 i \�2.,V 4"W 1` P4 WH IP -11-1 -5 I �,, I. 3 W !P-31--,/ I 2"V I P -r I " I 2"v 1 I i T� i i� 2"vii i P-111-1 1 T 1 v2"V I I P I I P=11 —2 I T 2"V I 1— I SEE FIRST FLOOR I I I IP -3H I \\ Y" SEE FIRST FLOOR r� j l 2'V i WASTE & VENT ` ✓�`� I 1 I \\ ,/' 1 z V PLAN ON SHEET P1 I` P-3�� V P=� I p- C� 2"V SEE DETAIL 7 T WASTE & VENT ` 1 `\� » I FOR CONTINUATION l I P=Sys P-3 4 W FOR CONTINUATION `n SEE FIRST FLOOR I FOR i „ " PLAN ON SHEET P1 T P I I`\\ 2"V WASTE & VENT ` IP -1H 2 V I 2 W FOR CONTINUATION I ?-5 I `� iii`\� PLAN ON SHEET P1 ` 1 W P-2HH I P-5 1 Yz"V �2 V 2„W� i 4"W-��, I i p11 FOR CONTINUATION 3,rW ' Y P_11 I T " P_3 Q I 1 I I\ `\ /''' „ 4„W �f 3"W�•� I •�� -/ �f �� ,/-4 W 4"yy P-1 P_ 4- ZP-91, n /-2 4 W�ti 1 P-7 SEE FIRST FLOOR " 4 SEE FIRST FLOOR „ 4"W�" i f1 FD W/ SEDIMENT WASTE & VENT 2 yy WASTE & VENT 2 W N PLAN ON SHEET P1 P -F PLAN ON SHEET P1 P6 `i 4 F p, W/C.O. BUCKET FOR CONTINUATION COPPER OR PVC FOR CONTINUATION TYPICAL BACK TO BACK WATER TYPICAL SINKS �1 NO SCALE TYPICAL BACK TO BACK 2 SINKS 3 TYPICAL WATER CLOSETS, LAVATORIES & TUB/SHOWERS CLOSETS, LAVATORIES & 4 TUB/SHOWERS NO SCALE NO SCALE NO SCALE 'r I I 3"V 1 Yz"V ��r J 2"W INEY -5 I �-z"V 1 Y2"V 2" V f�'�J P— P-5 I I I 1 Yz"V �2"V SEE FIRST FLOOR n` I T WASTE & VENT h P-511 PLAN ON SHEET P1 P= 1 FOR CONTINUATION 1 1 vz"v �-2"V 3"W� 2"W TYPICAL BACK TO BACK SINKS J NO SCALE SEE FIRST FLOOR I � I P -5H WASTE & VENT `\\P- ✓P 2 PLAN ON SHEET P1 p=1 FOR CONTINUATION 11-1 \\ „ 4"W�, I I 1 ,ice, I 4*'W- / -AP-2 2"W-1 RISER 1 NO SCALE NOT USED —2 P=2 \ RUN 1/2" PEX FROM P=1 PP -1 \ MANIFOLD TO EACH P-3 \ I 1 FIXTURE ON 13T & P-3 ) / 2ND FLOOR P-3 P - 2H P-2 J NN P -1H P -2H P-2 P -1H l P-4 P-4 1 � P-4 jr 1 "HW P. P -2H ��' �-WATER MAINS IN HALLWAY SEE P3 FOR SPECIFIC SIZES BATHROOM RISER 16 NO SCALE , P -5H RUN 1/2" PEX FROM I I �3"V 1 Yz"V I , `r I ` 1 2»W P-5 N P - H 2"V t 1 Yz V T n j I ,�� I I = 5 2"W � T P_5H �I I 1 Ys"V I 2-V n\ I SEE FIRST FLOOR I WASTE & VENT PLAN ON SHEET P1 P -5H FOR CONTINUATION 1 1 Yz"V f2"V I RISER 11 NO SCALE RUN 1/2" PEX FROM P-5 MANIFOLD TO EACH P 5 1 FIXTURE ON 3RD & ) J 4TH FLOOR , P 15 P 1 \ / 5 3/4"CW _ l P� � P -5H 3/4 -HW WATER MAINS IN HALLWAY SEE P3 FOR SPECIFIC SIZES BATHROOM RISER 17 NO SCALE ff -,r, — \-4"W 5 RESTROOM 137 RISER & ROOM 139 NO SCALE 3"VT I � r� I I 2'V \i \•�� r2"V r` lY`tNV i f 3„V I 4"W FROM LINT INTERCEPTOR _�� 2"V „ LINT INTERCEPTOR 4" 4"W TO LINT INTERCEPTOR i T i P�11 P'2' �P�-r- �`� 4 Q& 2»V % SEE FIRST FLOOR WASTE & VENT PLAN I I P-3 p- » p I , I T\ IN MECH RM �. /d`y ON SHEET P1 FOR CONTINUATION 4»W T PP=1 2 W� „ I 2' V 1 Yt V I� I IN P�I P-1, �� SEE FIRST FLOOR WASTE 3"W--,,, ,_ �, I I 3 VENT UP i / `T 2"VI I 3 FROM LAUNDRY % I `�� WENT PLAN ON SHEET P1 2"V �1 T I /-2"V I 1 SEE DETAIL 6 `\�` /,� " FOR CONTINUATION i I 1 1 `� TP- �r� „ FOR 1 �� 2 V I IP-.I� f'� „ I \r`\{2 V CONTINUATION '�ff i 2"V \'�, i\ T P~ 2"W 3 V-tii I T.\ i 3"VN f� i »V 4'1M 4 W�1 \\� giP-21Y2 V i 2"V I I �I P-1� P-81 3"�\I,\�.2 2"�—� I I I `�.n 2»v J ` V SEE DETAIL 5 'I I P-3 �/- 1 I -3"W I � I � 1 � .' �'`I I_ `n` I I�I � ` I „ 1 I P-3 i3 »F �f ` IPS i 2 V FOR CONTINUATION 3 V TO I 1 4"W 1 V i I i P— 11 � SEE FIRST FLOOR �P= LAUNDRY i ~� " ~��' IPip `��� SEE FIRST FLOOR ` �, I WASTE &VENT T P -5H �2 V I 3 V TO TIE '� r—�I WASTE &VENT N ✓ � PLAN ON SHEET P1 T » I " INTO VENT '�` :3 PLAN PLAN ON SHEET P1 p=1 FOR CONTINUATION I 1W V �2 V Tom\ i RISER IN MECH. " i i FOR CONTINUATIQN I 2"V 4"W "�J �I P-1�� I' EQUIP. ROOM 4"W !P -4'T/ " I I » W 4-W 4"W�4"-Q&�SEE FIRST FLOOR P-4 ` �P �Hi 2"W H WASTE & VENT 4 W P- ` IP -1H �H. PLAN ON SHEET I FOR CONTINUATION 4"W TYPICAL BACK TO BACK MECH 134 & ELEVATOR 136 RISER 7 GUEST LAUNDRY 138 8 RISER P -1H 8A SINKS 6 NO SCALE NO SCALE NO SCALE NO SCALE P2 P=1 RUN 1/2" PEX FROM P- PP=1 \ \� MANIFOLD TO EACH `I RUN 1/2" PEX FROM P= N RUN 1/2- PEX FROM P-1 —2 FLOOR & 3RD/4THFIXTURE ON S2NFLOOR MANIFOLD TO EACH P_,5 RUN 1/2 PEX FROM P- MANIFOLD TO EACH P-13 FIXTURE ON 1ST/2ND ) MANIFOLD TO EACH -� FIXTURE 02Np ' / FLOOR & 3RD/4TH FLOOR / FIXTURE ON 1ST/2ND FLOOR &3RD/4THD FLOOR %� - -- - `� FLOOR & 3RD/4TH FLOOR _ -� -~ �� P-1Pte- - P-3 - P -2P-2- P=1 P 5 --% 3/4"CW P -\P—.5 3 4"CW P� _ 1 P 3 1 "CW / \ P P-3 1 1 4"CW -- ` / ' i / 3/4 -HW J P J i " J � 1 HW 1 HW / � WATER MAINS IN HALLWAY � SEE P3 FOR SPECIFIC SIZES WATER MAINS IN HALLWAY WATER MAINS IN HALLWAY //WATER MAINS IN HALLWAY SEE P3 FOR SPECIFIC SIZES SEE P3 FOR SPECIFIC SIZES SEE P3 FOR SPECIFIC SIZES TYPICAL BACK TO BACK 13ZSCALE PICAL SINK RISER 14 TYPICAL BATHROOM RISER TYPICAL BACK TO BACK 12 SINK RISER NO SCALE 15 BATHROOM RISER NO SCALE NO SCALE P -5H /3/4"HW P� \ ` ' P -5H _ - 1 p-5 / RUN 1/2" PEX FROM WATER MAINS IN p- MANIFOLD TO EACH HALLWAY FIXTURE ON 1ST & 2ND SEE P3 FOR FLOOR SPECIFIC SIZES P -2H, P� P -1H\ RUN 1/2" PEX FROM P 3H � \ MANIFOLD TO EACH I I MANIFOLD TO EACH P=1 N P=5 FIXTURE ON 3RD & P-3 \� FIXTURE N 1 T \ J RUN 1/2 PEX FROM p_ 4TH FLOOR U E 0 S /2ND 1 MANIFOLD TO EACH � > - FLOOR & 3RD/4TH FLOOR /) FIXTURE ON 1ST & } / P- P �_ _ �� - 2ND FLOOR ' P-51-1 �� -�` - �H P-3 , —2 P-5 \ P-2 _ �` P -1H H P-2 �_ _' p=1 P-` _', - `P-5 " P� �P- H 1H ' ' P 3 1 "CW i �� 3/4 CW / /� , / / P- H 1 1/4"CW P �� / I P -3H 5H 3/4"HW �'' \ `� l � P -3H P- 1"1 -' ,, "j �. HW / � � 1 HW ' WATER MAINS IN HALLWAY F 2H' ' WATER MAINS IN HALLWAY SEE P3 FOR SPECIFIC SIZES P- 'WATER MAINS IN HALLWAY ` SEE P3 FOR SPECIFIC SIZES 22 BATHROOM RISER 23 BATHROOM RISER NO SCALE No SCALE SINK RISER 18 NO SCALE NOTES; 1. PROVIDE CLEANOUTS AT THE BASE OF ALL WASTE RISERS, 2, MANIFOLDS TO BE INSTALLED IN CORRIDOR, `r SEE P3 FOR SPECIFIC SIZES BATHROOM RISER 24 NO SCALE /-3/4"HW f 3/4"CW ' 3/4 -HW " 1 HW, / 3/4"CW \ ' ,-3/4-HW �'- P- 7 �P-9 WATER MAINS INRUN 1/2" PEX FROM HALLWAY PP=$ MANIFOLD TO EACH SEE P3 FOR P-7 FIXTURE ON IST & 2ND SPECIFIC SIZES FLOOR ROOM 139 RISER 19 NO SCALE 3/4 -HW (150') / 3/4 -CW 1 /2"CW & HW a /DN TO WASHER BOX 1/2"CW ` "*-1/2" TO FLUSH MANIFOLD (BY OWNER) WATER MAINS IN HALLWAY -DRAIN TO SEE P3 FOR SPECIFIC SIZES TRENCH DRAIN STAFF LAUNDRY RISER 25 NO SCALE P -5H RUN 1/2- PEX FROM P-1 P- 2j -1j MANIFOLD TO EACH P it FIXTURE ON 3RD & ) 4TH FLOOR P P=Z P=1 P -5H \,� P-3 1 "CW P-3 1 "HW WATER MAINS IN HALLWAY SEE P3 FOR SPECIFIC SIZES BATHROOM RISER 26 NO SCALE P -2H -1"HW WATER MAINS IN P -1H -1 "CW HALLWAY 1 "CW P- P -1H\ \ \� SEE P3 FOR }� 3H. ` 1 SPECIFIC SIZES /+' j P -3H ) I I J 1 "HW N��' P-311 �I i —�` P-1 P- COPPER OR PVC 5 ' H\ WATER MAINS IN HALLWAY �/� P-6 RUN 1/2" PEX FROM MANIFOLD TO EACH SEE P3 FOR SPECIFIC SIZES __ _ FIXTURE ON 1ST & 2ND FLOOR 20 GUEST LAUNDRY RISER 21 oESA REE OOM 137 RISER NO SCALE 3/4"CW P- P ./ t,), --3/4-HW \ ` / P-5 - ' P-5 5 RUN 1/2" PEX FROM WATER MAINS IN p=5 MANIFOLD TO EACH HALLWAY FIXTURE ON 1ST & 2ND SEE P3 FOR FLOOR SPECIFIC SIZES SINK RISER Z7 NO SCALE PEX PIPING TO BE INSTALLED AS HOMERUNS HWC TO FIXTURES (ABSOLUTELY UTATrO DIDIKIc Tn D17 NO SPLICES, NO JOINTS) COPPER OR PVC BRASS BALL VALVE 0::0 MANIFOLD TO BE ABOVE CORRIDOR. INSTALLED `N--(2) LAYERS 5/8" FIRE DATrn r_voc,ni QnAOn MANIFOLD DETAIL 28 NO SCALE GC, AND PLUMBING CONTRACTOR TO COORDINATE WITH OTHER TRADES TO ENSURE ADEQUATE SPACE FOR PIPING SYSTEMS E C R'It G S, I KFC. 411 N. WEBB ROAD WICHITA, KS. 67206 3 1 6- 6 8 4 - 9 6 0 0 THE ARCHITECTS AND ENGINEERS WILL NOT BE INYOLYED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUE5TION5 CONCERNING DRAWING5, SPECIFICATIONS, 5U135TITUTIONS, CLARIFICATIONS, BIDDERS L15T5, BID DUE DATE, ETC, TO THE OUWNER5 CON5TRUCTION REPREaENTATiVE: JOEL PALMER 941-920-2643 FAX 401-114-6691. 5 1 � � .v: vN vvvvvv»v ./vvrr.!!! .d�'d. .'! vv.•vv``A� ;52.,7-,( -- 4&)7 ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 s � 1 PRINTS ISSUED 4/4/01 FOR PERMIT JOB NO. drawn: ALN 06045.2 checked: GEN PLUMBING WASTE &VENT, & DOMESTIC WATER RISERS © copyright 2007 VALUE PLACE ELE'"OTRICAL i I Ui I ON R15"ER P I A&RAM NOT TO 5GALE VOLTAGE.. 120/208\/, 3(P, 4 WIRE 120/208 Volt, 3 Phase, 4 Wire Panel: DP1 65KA.I.C., S.E. Rated 800 Amp Main Lug Only 65KA.I.C. Series Rated Circ. 1 No. Load Connected Description KVA Amps Breaker Size 1 Panel G (4 Units) 43.3 120.1 125/2 2 Panel G (4 Units) 43.3 120.1 125/2 3 Panel G (4 Units) 43.3 120.1 12512 4 Panel G (4 Units) 43.3 120.1 '125/2 5 Panel G (4 Units) 43.3 120.1 12512 6 Panel G (4 Units) 43.3 120.1 125/2 7 Panel G (4 Units) 43.3 120.1 '125/2 8 C Panel � (4 Units) 43.3 120.1 1251 2 9 Panel G (4 Units) 43.3 120.1 125/2 10 Panel G (4 Units) 43.3 120.1 12512 11 Panel G (4 Units) 1 43.3 120.1 125/2 12 Panel G (4 Units) 43.3 120.1 '125/2 '13 Panel G (4 Units) 43.3 120.1 125/2 14 Panel G (3 Units) 32.5 _ 90.1 _ '125/2 15 Panel G (3 Units) 32.5 90.1 12512 '16 Panel G (3 Units) 32.5 90.1 12512 17 Spare 125/2 mm 20 125/2 18 Spare 125/2 Total Connected Load: 649.26 KVA 125/2 '19 Spare local code requirements of the authority having system. At each outlet, leave 18" of extra cable at 125/2 20 _ Spare _ - 3.6. All ern t conduits located in equipment closets or on p y - '12512 -- - Load: 660.08 KVA Total Connected_ Total Demand ad: 178.45 KVA Total Demand Amps: 495.34 Arnps seal compound to prevent the entrance of moisture and gases i __ 120/208 Volt, 3 Phase, 4 Wre Panel: DP2 65K A.I.C., S.E. Rated 800 Amp Main Lug Only 65K A.I.C. Series Rated _ Circ. No. Load Connected Description KV_ A _ Ams Breaker Size 1 Panel G 4 Units 43.3 120.1 12512 2 3 4 Panel G (4 Units) Panel G (4 Units) - 43 3 X133 -- 43.3 120 1 1201 120.1 125/2 125/2 125/2 Panel G 4 Units 5 Parcel G 4 Units 43.3 120.1 '125/2 6 Panel G (4 Units) 43.3 120.1 125/2 7 Parcel G (4 Units) 43.3 43.3 120.1 120.1 125/2 8 Panel G (4 Units) 12512 9 Panel G 4 Units 43.3 120.1 '1252 10 Panel G 4 Units) 43.3 120.1 125/2 11 Parcel G (4 Units) 43.3 120.1 125/2 12 Panel G (4 Units) 43.3 120.1 - 125/2 13 Panel G (4 Units) 43.3 120.1 1252 14 Panel G (4 Units) 43.3 120.1 125/2 15 Par>el G (4 Units) 43.31 120.1 12512 16 Spare devices will be by the Electrical Contractor. 3.3. All conduit ends shall be equipped with non-metallic insulated 125/2 17 Spare s' o stelephone and data jacks will be testing f cable All th1 furnished and installed by the Electrical Contractor. wire marker labels. Label cables ever 50' minimum y 125/2 18 Spare data, or CATV backboard in a closet or designated space at 1252 19 13pare server room where cables inter room. (Owner to 125/2 mm 20 Spare 125/2 Total Connected Load: 649.26 KVA Total Demand Load: 175.51 KVA Total Demand Amps: 487.15 Amps as not to affect structural sections such as ribs or beams. local code requirements of the authority having system. At each outlet, leave 18" of extra cable at Panel DP1 Feeder Demand PART 1 - GENERAL Value Place Hotel E. Provide CATV terminal board as shown on the drawings or Per 2005 NEC, Article 220.84, Optional Calculation - Multifamily Dwelling GENERAL BUILDING LIGHTING & POWER LOADS 1.1. SUMMARY Appartment Unit: Standard 248 Square Feet. Appartment Unit Double 300 Square Feet, 36 Unit Standard at 248 Square feet= 8,928.00 Square Feet 25 Unit Double at 300 Square feet= 7,500 Square Feet. 61 Units with a Total square footage of: 16,428 Square Feet. Room lighting and general purpose receptacle wattages (3W 49.28 KVA 3000 VA per Room for Small Appliance 183.00 KVA Disposal at 828 VA per Room 50.51 KVA Range at 3330 VA per Room 203.13 KVA Refrigerator at 720 VA per Room 43.92 KVA Total Panel Load = 530 KVA MECHANICAL BUILDING LOADS hardware. Room HVAC Units = CATV terminal board location and other communications (31 units at 3,016.00 Heating 1373 Cooling Total HVAC KVA: 183.98 Heating 83.75 Cooling Larger of Heating/Cooling= 183.98 KVA Heating Total Calculation for 4 Units: 713.82 KVA cable shall require systems testing and certification as Total Demand: 713.82 KVA at 25% Demand: 178.45 KVA Total Amps at 120208 volt, 3 phase= 495.34 Amps Panel DP2 Feeder Demand PART 1 - GENERAL Value Place Hotel E. Provide CATV terminal board as shown on the drawings or Per 2005 NEC, Article 220.84, Optiorv-d Calculation- Multifarnily Dwelling GENERAL BUILDING LIGHTING 8, POWER LOADS 1.1. SUMMARY Appartment Unit: Standard 248 Square Feet. Appartment Unit: Double 300 Square Feet. 36 Unit Standard at 248 Square feet= 8,928.00 Square Feet. 24 Unit Double at 300 Square feet= 7,200 Square Feet. 60 Units with a Total square footage of: 16,128 Square Feet. Room lighting and general purpose receptacle wattages (3V\ 48.38 KVA 3000 VA per Room for Small Appliance 180.00 KVA Disposal at 828 VA per Room 49.68 KVA Range at 3330 VA per Room 199.80 KVA Refrigerator at 720 VA per Room 43.2 KVA Total Panel Load = 521 KVA MECHANICAL BUILDING LOADS hardware. Room HVAC Units = CATV terminal board location and other communications 60 units at 3,016.00 Heating 1373 Cooling Total HVAC KVA: 180.96 Heating 82.38 Cooling Larger of Heating/Cuolincl= 180.96 KVA Heating Total Calculation for 4 Units: 702.02 KVA cable shall require systems testing and certification as Total Dernan<1: 702.02 KVA at 25% Demand: 175.51 KVA Total Amps at 120/208 volt, 3 phale= 487.15 Amps 5ECT I ON 16141 -- COMMUNICATIONS S**tOOSTEMS, PART 1 - GENERAL D Telephone and data cable (furnished and installed by E. Provide CATV terminal board as shown on the drawings or � �r Electrical Contractor) shall conform to the following as required by CATV system supplier. Board shall be 3/4" 1.1. SUMMARY requirements. Telephone cables shall be routed to the fire resistant plywood sized as required by CAN system telephone terminal boards and data cables shall be routed supplier, minimum 2' x 2'. Unless shown otherwise on the A. Scope: Extent of communications systems work is to the server location. (Server by Owner). All terminations drawings, CATV terminal board to be mounted on wall indicated by drawings and details, and as hereby defined to be by Electrical Contractor. adjacent to telephone terminal board and painted with two to include, but not be limited to telephone and data coats of fire resistant non-conductive paint, color as conduits, cables, boxes, jacks, terminals, and other 1. All telephone cables to devices shall be Level 5 cable, selected by Architect. associated equipment and hardware, and CATV conduits, All data cables to devices shall be Level 5E cable. boxes, terminals, and other associated equipment and Verify exact type of cable with Owner prior to F. Provide duplex receptacle on separate circuit beside each hardware. installation. Cables shall be plenum rated if routed is CATV terminal board location and other communications air plenum ceiling voids. Cables shall be continuous equipment requiring 120 volt power. B. Provide submittals on all products specified with this from outlet to terminal board in Hub Room. Each section. cable shall require systems testing and certification as indicated by EIA/TIA-568 Standard. These cables shall PART 3 -EXECUTION C. All telephone and data racks, patch panels, etc. will be tested to Level 5 or 5E as indicated. Certification be provided and installed by the Electrical Contractor, and test reports shall be turned over to Owner. Each 3.1. Provide and install pull boxes at all locations as required by unless otherwise noted on the drawings or in the cable shall be noted with Owner's numbering system. NEC and the Communication Systems system supplier. specifications. All CCTV cabling materials, cabling, ends, jacks, patch panels, racks, equipment, etc, will be Contractor shall provide Owner's numbering system on 'B1CS1' 3.`2. Provide and install conduit sleeves thru floors and walls as provided and installed by the Owners installers, unless cable. All wiring shall be installed using cabling required for cable installation. Vertical conduits/sleeves through otherwise noted on the drawings or in the specifications. practices. Where connections occur, untwisting of cable floors shall terminate not less than 3 -inches above the floor shall be within EIA/TIA TSB -40 Standard. Final and not less than 3 -inches below the ceiling of the floor below. D. All telephone and data cables shall be furnished and connections of cables at patch panels, servers and field installed by the Electrical Contractor (EC). EC shall devices will be by the Electrical Contractor. 3.3. All conduit ends shall be equipped with non-metallic insulated provide all final connections to devices and provide final ends with slide -on 2. All cables shall b e identified on both rr it bushings. s' o stelephone and data jacks will be testing f cable All th1 furnished and installed by the Electrical Contractor. wire marker labels. Label cables ever 50' minimum y 3.4. Terminate conduit runs to/from the associated telephone, for entire length, and at each outlet box or junction data, or CATV backboard in a closet or designated space at 1.2. QUALITY ASSURANCE box where routed in conduit. Label cables at ceiling of the top or bottom of the backboard. Conduits shall enter server room where cables inter room. (Owner to closets next to the wall and be flush with the backboard. A. Codes and Standards: Conform to the following: identify numbering system). At terminal board, leave 10' of extra cable at terminations at the terminal 3.5. Where drilling is necessary for vertical conduits, locate holes so 1. National Electrical Code (NEC): comply with applicable board. Label this 10' of slack with Owner's numbering as not to affect structural sections such as ribs or beams. local code requirements of the authority having system. At each outlet, leave 18" of extra cable at jurisdiction and NEC. connection to device. Label this 18" of slack cable 3.6. All ern t conduits located in equipment closets or on p y with Owner's numbering system. backboards shall be sealed with a standard non -hardening duct 2.EIA/TlA TSB -40 Standard. seal compound to prevent the entrance of moisture and gases and to meet fire resistance requirements. 3.Do not route telephone or data cable beside electrical 3. EIA/TIA-568A Standard. power conduits. Locate as for away as possible. 3.7. Conduit runs shall contain no more than four quarter turns Minimum requirements are 5" from lighting fixtures and (90 degree bends) between pull boxes/backboards. 4. This installation must be done according to the 4" from electrical conduits. Anytime cables are requirements the local system supplier and the required to cross electrical conduits, cables shall be 3.8 All telephone, data, and CATV cable installation shall be general specifications contained herein. Consult the serving installers to verify all requirements. routed at 90 degree angle only to conduits. Maximum provided with 'J' hooks located a maximum of 5'-0" on center run for any cable from telephone or data outlet to from device location to the respective terminal board. terminal board shall be 295'. Conduit runs sinal/ not 5. Each telephone, data and CATV outlet box shall be exceed 100' between pull boxes. No more than (2) 90 provided with (1) Y4" steel flexible conduit to nearest degree bends shall be allowed between pull boxes. ***«************ accessible corridor ceiling cavity. PVC flexible conduit may be used if allowable by local codes.END E. The Telephone system shall be provided with a 3" OF SECTION 16741 COMMUNICATIONS SYSTEMS minimum main service conduit from the Telephone terminal PART 2 - PRODUCTS board to the property line unless a larger size is noted otherwise on the drawings or required by the Telephone 2.1, TELEPHONE AND DATA SYSTEM: company. Conduit to be routed per the requirements of the serving Telephone company. Verify conduit size with A. Outlets: All telephone and data outlet boxes shall be Telephone company prior to installation. installed with 4" square, minimum 2 1/8" deep box and F. Provide duplex receptacle on separate circuit beside each trim. All telephone and data outlet boxes to be located telephone terminal board location and other as directed. Telephone and data outlet boxes not used communications equipment requiring 120 volt power. shall be provided with blank cover plates to match switch and receptacle plates. 2,2, CATV (TELEVISION) OUTLET SYSTEM B. Each telephone and data outlet box location requires A Paragraph C will apply to all CATV outlets shown on the telephone and data cables unless noted otherwise. Drawings. Telephone and data cables shall be routed to the telephone terminal board or data server. Verify location and conditions of job prior to rough -in. B. Outlets: All CATV outlet boxes shall be installed with 4" square, minimum 2 1/8" deep box and trim, with 1. Each telephone/data outlet shall be provided with a separately mounted 20 amp 125 volt duplex grounded telephone jack and a data Jack. Jacks shall consist receptacle adjacent to CATV outlet. CATV coverplates to of a RJ11 single port insert for telephone outlet and be as required by CATV system supplier, provided and a RJ45 single port inserts for data outlet. RJ11 installed by Electrical Contractor. All CATV outlet boxes to port insert shall be USOC wiring. RJ45 port insert be located as directed. CATV outlet boxes not used shall shall be Universal T568 B wiring. (Wire jacks 56813). be provided with blank cover plates to match switch and Provide single gang faceplate with ID labels for receptacle plates. inserts, with Owners ID numbering system. Provide C. Provide, install and terminate all CATV cabling as required with blank inserts as required. Verify color coding from each outlet shown to CATV terminal board. Provide of cables with Owner prior to installation. cabling per system vendor requirements. Terminal both C. Provide telephone/data terminal board(s) as shown on ends with 3'-0" slack at CATV terminal board. Verify all the drawings or as required by telephone/data system requirements with Owner and system vendor prior to bid. equipment suppliers. Board shall be 3/4" fire resistant D. The CATV system shall be provided with a 3" minimum plywood sized as required by telephone system suppliers, main service conduit from the CATV terminal board to the minimum 4' x 4. Telephone terminal board to be property line unless a larger size is noted otherwise on the mounted on wall and painted with two coats of fire drawings or required by the CATV company. Conduit to be resistant non-conductive paint, color as selected by routed per the requirements of the serving CATV company. Architect. Verify conduit size with CAN company prior to installation. MAIN SWITCHBOARD UTILITY CO. METER. 5T FLOOR 1 TO PAD MOUNTED O TRAN5IFORMER 4" CONCRETE PAD BY G.G. F REGtU I RED BY LOCAL GORE, ELEGTRI C AL GONTRAC TOR SHALL PRO\/IDE A 1600A, 205\/, 3<P, 4 W IRE, 3R UL/SE RATED MAIN DISGONNEGTINC-T DE\/ICE IN PANEL MDP. VERIFY ALL REQUIREMENTS WITH THE LOGAL AUTHORITY HA\/INC: .1URIS01I0TION PRIOR TO BID. CONCRETE ENCASED ELECTRODE PER ARTICLE 25052.02 OF THE NEG. #6 GU -3/4" G. TO TELEPHONE TERMINAL BOARDS. SEPARATE GROUNDING ELECTRODE REOUIRED FROM EACH TELE. BOARD BONDED NEUTRAL BUS MAIN BONDING JUMPER. WATER PIPE GROUND LOCATED ON HOUSE 5117E OF MAIN VALVE AT POINT SERVICE ENTERS BUILDING. --- MAIN YV SERV I GE GAS 5EI THE ARCHITECT AND ENGINEERS WILL NOT BE INVOLVED WITH f3IDDING AND NEGOTIATION PLEASE DIRECT ALL. QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, BIDDERS LISTS, f31D DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE JOEL PALMER PHONE- 941-920-2643 FAX: 401-114-6691 IA(1-1 41k -z7 0 7 ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4100 fx 316.262.0002 NEI - � it � �r • it � o N u" a #6 GU -3/4" G. TO TELEPHONE TERMINAL BOARDS. SEPARATE GROUNDING ELECTRODE REOUIRED FROM EACH TELE. BOARD BONDED NEUTRAL BUS MAIN BONDING JUMPER. WATER PIPE GROUND LOCATED ON HOUSE 5117E OF MAIN VALVE AT POINT SERVICE ENTERS BUILDING. --- MAIN YV SERV I GE GAS 5EI THE ARCHITECT AND ENGINEERS WILL NOT BE INVOLVED WITH f3IDDING AND NEGOTIATION PLEASE DIRECT ALL. QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, BIDDERS LISTS, f31D DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE JOEL PALMER PHONE- 941-920-2643 FAX: 401-114-6691 IA(1-1 41k -z7 0 7 ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4100 fx 316.262.0002 PRINTS ISSUED MAIN PANEL 4/4/07 FOR PERMIT OR DISC. DI=VIGE COLUMN 4" HIGH CONCRETE BASE. JOB NO.11 drawn: BONDING .1UMPER5 TO BUILDING STEEL 06045.2 diecked: AND WATER SERVICE. #3/0-3/4" G. PRO\/IDE JUMPER OVER ISOLATION CONNECTION. ELECTRICAL RISER DIAGRAM IGROUNPIWz; ELECTRODE CONDUCTOR AND COMMUNICATIONS SPECIFICATION 3/4" X 10' GOPPERCLAD DRIVEN GROUND ROD IN ROOM. NUMBER FOR A MAXIMUM 25 OHM RESISTANCE TO CRO. •'� -GADWELD CONNECTION TO COLUMN ELECTRODE AND GROUND ROD. 9, , S%TSTEM &"Mww40UN1:)1N6 T IL N.T.S 07053-009 © copyright 2007 VALUE PLACE � o N u" PRINTS ISSUED MAIN PANEL 4/4/07 FOR PERMIT OR DISC. DI=VIGE COLUMN 4" HIGH CONCRETE BASE. JOB NO.11 drawn: BONDING .1UMPER5 TO BUILDING STEEL 06045.2 diecked: AND WATER SERVICE. #3/0-3/4" G. PRO\/IDE JUMPER OVER ISOLATION CONNECTION. ELECTRICAL RISER DIAGRAM IGROUNPIWz; ELECTRODE CONDUCTOR AND COMMUNICATIONS SPECIFICATION 3/4" X 10' GOPPERCLAD DRIVEN GROUND ROD IN ROOM. NUMBER FOR A MAXIMUM 25 OHM RESISTANCE TO CRO. •'� -GADWELD CONNECTION TO COLUMN ELECTRODE AND GROUND ROD. 9, , S%TSTEM &"Mww40UN1:)1N6 T IL N.T.S 07053-009 © copyright 2007 VALUE PLACE Panel: A (Load Center Construction Allowable) Panel: C (Load Center Construction Allowable) L=Lighting R=Receptacle M= Mechanical Mi= Miscellaneous 120/208 Volt, 3 Phase, 4 Wire Surface Mounted 225 Amp Main Luo Only 65K A.I.C. Series Rated Load Type L=Lighting R=Receptacle M= Mechanical Mi= Miscellaneous Circ Load Load Load P AinI_j Phase Am : P Load Am Load Circ. No. VA Descri tion No. T> >e Mi S i zel Description Sizer 'Type Descri tipgn VA No. 1 Type _ Spare VA No. 1r20 1000 A 20 1 Mi Monument Sign 1920 2 3 B Spare _R M Receptacles- --_ PTAC 1 2 B 20 "1 _0 20 Spare 4 4 5 ------------------------ Spare 7 9 11 1500,_ '1550 1000 1 Mi Mi Mi C 20 1 A Spare 6 7 7 Spare -M_. --- ----------- PTAC 1 i M A 20 1 R Rece tacles 1500 8 9 3016 Spare 9 -- -- 1 ------------------- B 20 '1 M Water Heater 100 10 11 ----- Spare --- --- '10 1 2U G 20 '1 N11 Water Heater 100 12 13 1600 Lights L L 1 20 A 20 1 M Water Heater 200 14 15 2400 Exterior Lightim 20 Mi 2 20 B 20 1 L Lic his 450 16 1_/ _ -_ ------ ------ ------------------ -�_. B 20 -- C . 20 2 M PTAC 3010 _ _18- 19 2400 ----- Exterior Li htirx _ Mi L _ 20 _.._ _ A - f - - ----------------- -- ---- -- 20 21 ---- ------ -- ----- - -- ----- Spare --- - - - B 20 2 M PTAC 3016 22 23 11000 Sign Panel Spare Mi 2 100 C ---- - ----- --------------------------- ---------- 24 25 22 23 1 M 3 20 - A B LO f.1_ - _ 1 __C, ------ - Spare 26 27 3816 Booster Pum (If Required) 25 S pare _ 28 29 ----------- --------------------------- - - - ---- C 20 1 20 1 �- Spare 30 31 ----------- --- -------- --- 1 ---- - ---- A 20 1 S are Spare 28 32 33_ 25 . 3816 _ --------- Booster Pumpp(If Required). - -- - -- - - - M.._ 3 ?D_ B _._..23.-. C _1_ 20 1 ..__.._ Spare Spare Total 34__ 13978 Watts 36 37 ---------------- - --- _ ..._. --- 277 _ 2.77 KW 0,00 KW - A 20 1 Mecharr'cal Load: Spare 38 39 200 Canopy Lights _ L 1 20 B 20 1 Spare 14.83 KW 40 41 Sure 0.00 KW 1 "LU C 20 1 Spare Total Lid t>y and Receptacle Demand: 42 KW 25232 Watts Miscellaneous Load: Total; W 35.53 K _ Total Demand: 10302 Watts Amos 98.63 Ames Demand Amps: 115.97 Amps Per 2005 NEC Article 220.42 and 220.44 for Lighting and General Receptacle_ Loads Lighting Load: 2.25 KW First 20KW 0 50%: 1.88 KW Receptacle Load: 1.50 KW Remainder cD 40%: 0.00 KW Mechanical Load: 14.06 KW - Total Lighting and Receptacle Demand: _ 1.86 KW - Miscellaneous Load: 17.72 KW Total Demand: 33.66 KVV Demand Amps: 93.43 Amps 1201208 Volt, 3 Phase, 4 Wire Panel: D Surface Mounted 225 Amp Main Lug Only (Load Center Construction Allowable) 65K A.I.G. Series Rated Panel: C (Load Center Construction Allowable) L=Lighting R=Receptacle M= Mechanical Mi= Miscellaneous Cirol Load 120/208 Volt, 3 Phase, 4 Wire Surface Mounted 100 Amp Main Lag Only 65K A.LC. Series Rated Load Type L=Lighting R=Receptace M= Mechanical Mi= Miscellaneous Circ Load Load Load P P A Phase Am P Load VA Load Circ. No. I VA Mi Description Description T e No. size -S ize FIR Type Description VA No. 1 -Y-F-30-1-6 1000 2 Receptacles - PTAC - -R - j M 1 2 20 A B 1 2 _R M Receptacles- --_ PTAC 1000 2 20 - B _0 20 3016 4 5 ---- ------------------------ 6 7 9 11 1500,_ '1550 1000 Vending _._ _...._..___._..� Vending- - -- FACP Mi Mi Mi C 20 B A 20 2 PTAC _ - ---- ------------- , . _ Li hts -- 3016 _._- . _._._..._ 1370 6 7 3016 -M_. --- ----------- PTAC 20 1 L i M 2 20 A 20 2 M PTAC 3016 8 9 -- -- 3016 ------------------- M ---- - -- B ---- - ----- -------- ------ ---- --- --- '10 11 1370 _-- Lights 20 2 -Mi L 1 20 C 20 1 L Lic Ftt s _- _ _ 1370 12 13 400 1176 Receptacles 21 R 1 20 A 20 1 R Rece tacles 400 14 15 1000 CATV Sure 1 20 1 20 B 20 1 , Spare .____ Spare 16 17 20 1 A Spare Sp are 1 20 C 20 1 1 Sure 1 B 18 Spare 28 Spare 600 1 20 A 20 1 20 1 Spare __ 20 119 21 Spare S are 11 1 20 B20 Spare 1 32 Spare - _ 22 23 1 20 Spare 20 1 1 20 __C, ------ - - _20T1 Spare Sure 1 24 25 20 1 Spare Spare I1 37 20 A 20 1 100 Sure 20 1 �- 26 38 39 Spare ___-- 1 20 B 20 1 S are 41 28 E27 29 S are1 0802 Watts ._.. 20 Total: Amps: c 20 1 17.60 KW 48.86 Amps, 5 are �-,.�.. 30 8802 Watts 30906 Watts Per 2005 NEC, Article 220.42 and 220.44 for LigiM- and General Receptacle Loads Total 44.88 KW - - _are 13978 Watts LicxJ Load 2.74 KVV _ ..._. First 2UKW 50%: Remainder co.40%: 277 _ 2.77 KW 0,00 KW Receptacle Load: 2.80 KW Mecharr'cal Load: 12.06 KVV - Total Ligi-ting and Receptacle Demand: 2.77 KW _ Miscellaneous Load-. 0.00 KVV 3.11 KW Total Demaml: 14.83 KW 3.40 KW Remainder Q 40%: 0.00 KW Demand Amps: 41.17 Am s 12.06 KW Total Lid t>y and Receptacle Demand: 3.11 KW Miscellaneous Load: 26.61 KW 1201208 Volt, 3 Phase, 4 Wire Panel: D Surface Mounted 225 Amp Main Lug Only (Load Center Construction Allowable) 65K A.I.G. Series Rated Panel: BFlush _ (Load Center Construction Allowable) L=Lighting R=Receptacle M= Mechanical Mi= Miscellaneous Cirol Load 120/208 Volt, 3 Phase, 4 Wire Mounted 225 Amp Main Lug Only 65K A.I.C. Series Rated Load Type L=Lighting R=Receptacle M= Mechanical Mi= Miscellaneous Ciro Load Load P Amt Phase Amt PLoad Load Circ. No. VA Description Type 1 1 1176 Size Mi Size f e Description VA No. 1 1000 Receptacles FIR 1 20 A 20 1 R Rece tacles 1200 2 3 3016 PTAC M 2 20 B 20 2T -m PTAC 3016 4 5 -------- -- I ------------------------ ---- ---- --- - - A - - ---- ------------------------ 6 7 9 11 1500,_ '1550 1000 Vending _._ _...._..___._..� Vending- - -- FACP Mi Mi Mi 1 20 B A 20 2 PTAC _ - ---- ------------- , . _ Li hts -- 3016 _._- . _._._..._ 1370 -_a - .._.1_0. _ 12 -1 1 1 .20 20 B -M_. --- ----------- 20 C 20 1 L 13 1440 Lights L 1 20 A 20 1 Mi Elevator Room 1000 14 15 3016 PTAC M 2 20 B 20 '1 Mi Elevator Pit 1000 16 17 -------- -- -------------------------- __-_ _ _-- C 20 2 -Mi Elevator Cab 1000 18 191000 - TTB Mi 1 20 A --- - . Mi Sum PUI7Ip 1176 20 21 1000 _ Data Mi 1 20 B 20 2'. R Receptacles 1200 _ 22 _ 23 1000 CATV Mi 1 20 C 20 1 Spare 24 25 Spare 1 20 1 A 1 20 1 Sp are 26 27 Spare 1 20 1 B 20 1 Spare 28 29 600 Drinking Faountain Mi 1 20 C 20 1 S are 30 31 Spare 11 20 A 20 1 Spare 32 33 '.,',pare 1 20 B 20 1 Spare 34 35 Spare 1 20 C 20 1 Spare 36 37 14834 Panel C Mi 3 100 A 20 1 �- Spare 38 39 --------- ---_-___----.______-- ___-- _ __-- B 20 1 Spare 40 41 -- ------ -- - -- - ----- ---- -- --- C 20 1S 42 30906 Watts Total 44.88 KW - - _are 13978 Watts Am s: 124.58 Am s Per 2005 NEC, Article 220.42 and 220.44 for Lighting and General Receptacle Loads Lighting Load: 2.81 KW First20KW 0, 50%: 3.11 KW Receptacle Load: 3.40 KW Remainder Q 40%: 0.00 KW Mechanical Load: 12.06 KW Total Lid t>y and Receptacle Demand: 3.11 KW Miscellaneous Load: 26.61 KW Total Demand: 41.78 KW Demand Amps: 115.97 Amps 1201208 Volt, 3 Phase, 4 Wire Panel: D Surface Mounted 225 Amp Main Lug Only (Load Center Construction Allowable) 65K A.I.G. Series Rated Load Type L=Lighting R=Receptacle M= Mechanical Mi= Miscellaneous Cirol Load Load P.Amr Phase Amj P Load Load Ciro. No. F VA Description Type Spare Size Size Type Description VA No. 1 1 1176 Washer Mi 1 20 A 20 2 M PTAC 3016 2 3 F 1'176 Washer Mi 1 20 B ---- - __-_ ------------ ------------- _-____-- 4 5 1 5200 Dryer Mi 2 30 C 20 2 M PTAC 3016 6 7 --------- - -- ---- ---- - - ---- R - - A ---- - ---- ------------------------ --- - 8 9 1 1176 Washer Mi 1 20 B 20 2 M PTAC 3016 10 11 1176 Washer_ Mi 1 20 C ---- _- _ --- ---------- -_---------- __------- --___133 .-,.. 135200 pryer Mi 2 30 A 20 1 L Lights 800 14 _ 15 -- - -- ------------------------ ___ _ ._�:.... B 30 C 20 1 20 1 R R Receptacles Receptacles ._- 600 16 17 5200 Dryer Mi . 2 1000 _ 18 19 -- - --------------- --------- -- ---- - --- A 20 1 R Receptacles [ReceDtaCleS 400 20 ,,�1 1 5700 I never I Mi 121 30 1 B 20 1 R 200 22 F23 ----------- __-__ __________- ___-- _ _-- C 20 1 R Receptacles Load Load 600 24 25 Spare Amp P Load A 20 1 R Receptacles 3.31 KVA Size 1500 26 -d - Panel: GFlush _ First 20KVV @ 50%: 120/208 Volt, 1 Phase, 3 Wire Mounted, 65K A.I.C. Series Rated 125 Amp Main Lug and Feed Thrt.1 LLlgs (Minimum Size Load Center Construction Required) (Panel typical of '121 Required) Load Type L=Lidhtiny R=Receptacle M= Mechanical Mi= Miscellaneous Circl Load Load 0.00 KW PjAmd 4 Unit Double at 300 Square feet= Phase Amp P Load Load Circ. No. VA Description Type 3.31 KVA Size 13.32 KVA Size Type Description VA No. 1 450 Unit R 1 20# A 20 1 Mi Refrigerator 1000 2 3 1500 Bathroom R 1 20 B 20 1 Mi Microwave 1000 4 5 1500 Unit R 1 20 C 20 1 L Unit 1500 6 7 3016 PTAC M 2 20 A� 20 2 Mi Range 3330 8 9 ELECTRICAL ROOM CONNECTION LOCATION. VERIFY ALL _ _____ - -1 B .-,.. - __-- XA -___--- 10 ___ _____-__ _ 11 FUR Spare 120 1 20 C 20 1 Spare 12 13 120 Spare 1 20 A 20 1 S are 14 '15 EXTERIOR EMERCzENGY LIGHT S a re 1 20 B 20 1 S a re 16 6466 Watts Total: 13.30 KW 6830 Watts Amps: 36.91 Amps Per 2005 NFC Article 220.42 and 220.44 for Liahtina and General Receptacle Loads Lighting Load: 1.50 KW First 20KVV @ 50%: 2.48 KW Receptacle Load: 3.45 KW Remainder @ 40%: 0.00 KW Mechanical Load: 3.02 KW Total Lighting and Receptacle Demand: 2.46 KV11 Miscellaneous Load: 5.33 KW Total Demand: 10.82 KVV Demand Amps: 30.04 Amps # - Indicates AFCI circuit breaker required at this location. Panel G Feeder Demand UL Value Place Hotel FIXT LTR Per 2005 NEC, Article 220.84, Optional Calculation - Multifamily Dwelling GENERAL BUILDING LIGHTING & POWER LOADS CATALOG NUMBER Appartment Unit Standard 248 Square Feet. Appartment Unit Double 300 Square Feet. 0 Unit Standard at 248 Square feet= 0.00 Square Feet, 4 Unit Double at 300 Square feet= 1,200 Square Feet. 4 Units with a Total square footage of : 1,200 Square Feet. Room lighting and general purpose receptacle wattages (31 3.60 KVA 3000 VA per Room for Small Appliance 12.00 KVA Disposal at 828 VA per Room 3.31 KVA Range at 3330 VA per Room 13.32 KVA Refrigerator at 720 VA per Room 2.88 KVA Total Panel Load = 35 KVA (MECHANICAL BUILDING LOADS Room HVAC Units = 4 units at 3,016.00 Heating 1373 Cooling Total HVAC KVA: 12.06 Heating 5.49 Cooling Larger of Heating/Cooling= 12.06 KVA Heating Total Calculation for 4 Units: 47.18 KVA Total Demand for 4 Units: 47.18 KVA at 45% Demand 21.23 KVA Total Amps at 120/208 voK,1 phase= 102.1 Amps L I 6HT F I XTU 5VA, VERIFY ALL LOCATIONS WITH ARCHITECTURAL ELEVATIONS. UL DESGRI PTI ON FIXT LTR MANUFACTURER ®A CATALOG NUMBER NO. LAMPS TYPE FIXT. FINISH VOLT. MOUNTING -c REMARKS A FRANK HALCOVIGH 4 GLI-GLI54G 1/1 22F6bT4/32FGt2Tcl 120 SURFJGEIL. ROUND FIXTURE B FRANK HALCOVIOH 4 CLI -VI -246 2 13W PL 120 ABOVE MIRROR VANITY LIGHT G FRANK HALGOVICH 4 PL-23ESP 3 F032/835 120 SURF-/GEIL. 4' 3 -LAMP WRAP D FRANK HALGOVIGH 4 01-I-4860 1 23W SPRING 120 SURF./WALL UTILITY LIGHT E FRANK HALGOVIGH 4 61-I-1-110 FUR _ VUNIT 120 -t'-6" AFF EMERGENCY LIGHT F FRANK HALCOVICH 4 0LI-VINM-400-MH-208-35-13Z I 400W MH 208 5URFJNAL L WALL FLOOD K FRANK HALCOVICH 4 GLI--GLX I 32FG12Tq 120 SURF./GEIL. ROUND FIXTURE ELECTRICAL ROOM CONNECTION LOCATION. VERIFY ALL REQUIREMENT5 WITH OWNER PRIOR TO ROUGHIN. FEEDER IDENTIFICATION, SEE 50HEPUL.E GT SEE NOTE #8 XA FRANK HALGOVIGH 4 GLI-VXUPWWH FUR YVUNIT 120 GEILJVARIE5 EXIT LIGHT 3 5 XB FRANK HALGOVIGH 4 0LI-VX5PMHEL. FUR .YVUNIT 120 -7'--6" AFF EXIVEMERGEWGY LT. COMBO XG FRANK HALGOVIGH 4 GLI-L.XIB122 FUWIYVUNIT 120 7'-6" AFF EXTERIOR EMERCzENGY LIGHT LIGHT FIXTURE SCHEDULE NOTES 5VA (1 GENERAL CONTRACTOR SHALL PROVIDE FIREPROOFING AROUND RECESSED FIXTURES INSTALLED IN FIRE RATED CEILING PER U.L. REQUIREMENTS. ELECTRICAL CONTRACTOR SHALL COORDINATE. O2 SEE SPECIFICATIONS FOR LAMP AND BALLAST TYPE. VERIFY LAMP COLOR WITH ARCHITECT PRIOR TO ORDERING. O PROVIDE ARROWS AND FACES A5 INDICATED BY THE DRAWING5. ®ALL LIGHT FIXTURES SHALL BE PROVIDED BY: FRANK HALGOVIGH, GOMMERGIAL LIGHTING INDUSTRIES, 30643 FRONT STREET, THOUSAND PALMS, GA, Q22-16. TELEPHONE: 800--155-0155, OFFICE: -160-343-2-104, FAX: -160-262-3041. FRANK SHALL PROVIDE ALL LIGHT FIXTURES FOR THIS PROJECT. GALL FOR PRICING, DELIVERY AND ALL REQUIREMENTS - NO EXCEPTIONS OR 5U05TITUTION5 ALLOWED. O PROVIDE ONE EXIT UP HIGH AND ONE DOWN LOW PER LOCAL AND NATIONAL GODE5. PROVIDE INTERCONNECTION BETWEEN UNITS AS REQUIRED. VERIFY ALL REQUIREMENTS WITH MANUFACTURER. ROOM PTAC UNIT THRU-WALL UNIT CONTROL BOARD WIRIN65 HARNESS. 22 GAUGE, 4 WIRE M W W . CONDUCTOR FROM PTAG TO ROOM DOOR JAM 5WITGH. 2 WIRES USED, 2 SPARE{ �u �u WIRINGS TO ENTER UNIT AT LOWER RIGHT GORNER OF UNIT. UTILIZE PTAC PATHWAY o DIRECTLY BELOW CONTROL tu PANEL FOR LOW VOLTAGE WIRE ENTRANCE. 22 GAUGE, 6 WIRE CONDUCTOR FROM PTAC TO ROOM MOTION SEN509. 4 WIRE5 USED, 2 SPARE. PROVIDE ALL MR1143, GONDUIT, EQUIPMENT, o 9 INSTALLATION, ETC., A5 REQUIRE[2 TO GIVE A8 A COMRETE AND FUNCTIONAL 5Y5TEM. VERIFY ALL LOGATION5 AND MOUNTINGS AMANA #INEMROM REQUIREMENTS PRIOR TO i 01"IN. ROOM MOTION SENSOR FTAC MOTION VENSOR AIRIN6 DETAIL LVOT TO SCALE, TYPICAL REQUIRED FOR EACH LIVING UNIT. 2.PTAC UNIT, MOTION 5EN50R AND DOOR 5WITGH TO BE PROVIDED BY GENERAL CONTRACTOR. LOW VOLTAGE WIRE FROM MOTION SENSOR AND DOOR 5WITGH TO PTAC UNIT AND J -BOX FOR MOUNTING MOTION SEN50R TO BE PROVIDED AND INSTALLED BY I ELEGTRIGAL CONTRACTOR. 3.MOTION SENSOR J -BOX TO BE LOCATED 6" BELOW FINISHED 6EILIW_1 IN STUD CAVITY IMMEDIATELY TO BED 510E OF WINDOW HEADER/5TUD A55EMBLY. 4.MINIMUM OF 22-6 THERMOSTAT WIRE TO BE USED. 4 WIRES USED, 2 SPARE. LEAVE MINIMUM OF 12" OF WIRE AT -J-BOX AND MINIMUM OF 36" OF WIRE AT PTAC UNIT. WIRE TO EXIT 6" LEFT OF LOWER RIGHT CORNER OF FRAMED HALL SLEEVE OPENINGS FOR PTAG, JUST BELOW BOTTOM HORIZONTAL FRAMING MEMBER. 5.LOW VOLTAGE WIRE SHOULD NOT BE RUN IN OL05E PROXIMITY TO ELECTRICAL SUPPLY WIRE. OBSERVE PROPER POLARITY ON ALL WIRING. COLOR CODING TO BE SAME IN ALL UNITS FOR ALL LOW VOLTAGE WIRINGS. 6.UNDER NO CIRCUMSTANCES SHOULD ANY HOLES BE DRILLED INTO THE PTAC HALL 5LEEVE FOR ROUTING LOW VOLTAGE WIRE AT THE PTAC UNIT. THE PTAC CHASSIS HAS AN INDENT 6" LEFT OF THE LOWER RIGHT CORNER OF THE FRONT BASEPAN LIP FOR ROUTING WIRE TO THE LOW VOLTAGE PIN CONNECTOR ON THE UNIT CIRCUIT BOARD, ONCE THE CAH5515 15 INSTALLED. AND 5FECIAL ®UTA T SCHEDULE 5Y -BOL DESGRI PTI ON Circ. No, THRU WALL OUTLET. 20A, 208V, 2 POLE GROUNDING ®A RECEPTACLE. FLUSH WALL MOUNTED NEAR LOWER LEFT GORNER 1 OF PTAC UNIT. VERIFY GONFIG. W/UNIT. VERIFY MOUNTING Panel DP2 HEIGHT. VERIFY THAT LOCATION OF RECEPTACLE 800/3 WITH LI=TH OF UNIT POWER CORD. SUGGE55FUL COORDINATES W1� Panel A ELECTRICAL CONTRACTOR SHALL VERIFY WITH MECHANICAL 200/3 PLANS AND OWNER PRIOR TO ROUGH -IN AND BID ACTUAL SIZE Panel D OF BREAKER, WIRE, CONDUIT, AND RECEPTACLE FOR EACH UNIT. 200/3 RANGE CONNECTION. 20A, 208V, I(P PLUS GROUND. FLUSH 00 WALL MOUNTED J -BOX FOR RANGE POWER CONNECTION. 200/3 VERIFY MOUNTING HEIGHT. SUCCESSFUL ELECTRICAL Panel B CONTRACTOR SHALL VERIFY WITH OWNER PRIOR TO ROUGH -IN 20013 AND PROVIDE ACTUAL 517-3~ OF BREAKER, WIRE AND CONDUIT Total Demand Load: Total Demand Amps: REQUIRED FOR EACH UNIT. SECURE RANGE CORD TO BACK ® ®►j®p WALL OF CABINET CLEAR OF SHELF IN CABINET BASE. Total Number of Units: DRYER OUTLET. NEMA 14-30R 30A. 3 POLE, 4 WIRE LE/ITON (g)C- #278. FLUSH MOUNTED OUTLET, PROVIDE WITH LEVITON #41144 Connected Loads 2 -GANG COVERPLATE. MOUNT AT 48" AFF. ROUTE 3#10 4 1#10 FROM OUTLET TO PANEL. PROVIDE DRYER WITH 4 WIRE CORD AND PLUG A5 REGIUIRED. Lighting Load: CCTV CAMERA LOCATION. PROVIDE AND INSTALL FLUSH ❑ -OX AT LOCATION SHOWN. ROUTE MOUNTED DOUBLE GANG JB Receptacle Load: (1) V CONDUIT FROM BOX TO NEAREST CORRIDOR CEILING BRANCH CIRCUIT PANEL 4 PANEL DF-51G.V-6"7O B CAVITY. PROVIDE GAT 5E GABLE, YELLOW, 4 PAIR FROM OX Mechanical Load. TO SECOND FLOOR ELECTRICAL ROOM CAMERA CONNECTION 6-6"70 TOP 1.1B NG LOCATION. PROVIDE 18" GABLE 5TOUT AT DOUBLE GA Miscellaneous Load: BOX AND 48" GABLE STUB OUT AT SECOND FLOOR O ELECTRICAL ROOM CONNECTION LOCATION. VERIFY ALL 4'-0" TO TOP REQUIREMENT5 WITH OWNER PRIOR TO ROUGHIN. MOTION 5EN50R, WATTSTOPPER #W -1000A O GGTV CAMERA AUDIO GONNEGTION LOCATION. PROVIDE AND ®E INSTALL FLUSH MOUNTED J -BOX AT LOCATION SHOWN. ROUTE CEILANALL (1) 1 1/2" CONDUIT FROM BOX TO NEAREST CORRIDOR CEILING CONDUIT RUN 2 GIRGUIT,3#12 4 1#12 GRD. -1/2"G. CAVITY. PROVIDE GAT 5E GABLE, YELLOW, 4 PAIR FROM BOX TO SECOND FLOOR ELECTRICAL ROOM CAMERA CONNECTION LOCATION. PROVIDE 18" GABLE STUB OUT AT DOUBLE GANG 5EE NOTE #7 BOX AND 48" GABI E STUB OUT AT 5EGONO FLOOR ELECTRICAL ROOM CONNECTION LOCATION. VERIFY ALL REQUIREMENT5 WITH OWNER PRIOR TO ROUGHIN. THE WI RE V1I LL RUN FROM THE WALL, EXI T UND_FR THE WALL SLI=E Y , THEN UP THRU THE INDENT. �I VERIFY WIRING AND RECEPTACLE FOR DRYER CONNECTIONS WITH 7.DOOR JAM 5WITGH SHALL BE MOUNTED IN THE ENTRY DOOR JAMB HEADER OWNER PRIOR TO ROUGHIN. DRYER CONNECTION MUST COMPLY WITH NO MORE THAN 6" AWAY FROM THE ENTRY DOOR HINGED JAMB. ASSURE NEC ARTICLE #250.140. THAT DOOR JAMB 5WITGH AND DOOR DEVICE ARE ALIGNED TO GIVE DE5IRED OPERATION. Y'M"W"OL LIST 55\/A5YMB0L Panel: MDP 1201208 Volt, 3 Phase, 4 Wire S.E. Rated, Nema 3R 1600 Amp Main Lugs Only (Provide Main Breaker if Required) 65K A.I.C. Series Rated Circ. No, Load Description Panel DP1 Demand KVA Amps 178.5 495.3 Breaker Size 800/3 1 2 Panel DP2 175.5 487.2 800/3 3 Panel A 33.7 93.4 200/3 4 Panel D 56.4 15 6. 6 200/3 5 Elevator 27.0 74.9 200/3 6 Panel B 41.8 116.0 20013 ® ® Total Demand Load: Total Demand Amps: 512.8 KVA 1,423.5 Amps ® ®►j®p PHONE/DATA OUTLET (P=PAY, 4411)(W= 4411) Total Number of Units: 121 SWITCHES (I-POLES-WAY,4-WAYPILOT,KEY) 4'-0" TO TOP Connected Loads KVA Amps In Lighting Load: 190.1 527.7 ❑ 5PECIAL DEVICE A5 NOTED ON PLAN Receptacle Load: 431.0 1196.2 BRANCH CIRCUIT PANEL 4 PANEL DF-51G.V-6"7O TOP Mechanical Load. 412.2 1144.1 6-6"70 TOP ® 0/3/240 Miscellaneous Load: 718.5 1994.4 O Y'M"W"OL LIST 55\/A5YMB0L DESCRIPTION MOUNTINGS F -MA FLUORESCENT FIXTURE 4 FIXTURE LEITER CEILING I--�� FLUORESCENT FIXTURE 4 FIXTURE LETTER CEILING O INCAND. OR H.I.D. FIXTURE 4 FIXT. LETTER SURF) CE55ED A INCAND. OR H.I.D. FIXTURE s FIXT. LETTER KN_LBRAGKET ® EXIT FIXT. - SHADING DENOTES FACE(S) GEILJNALL GFGI DUPLEX GROUNDED RECEPTACLE 1'-3" AFF DUPLEX GROUNDED REGEPTAGL.E 1'-3" AFP I� EXTERIOR GFGI REGEPT. WEATHERPROOF 1'-3" AFF ® ® SPECIAL OUTLEr, sm SCHEDULE OR A5 NOTED ® ®►j®p PHONE/DATA OUTLET (P=PAY, 4411)(W= 4411) 1'-3" AFF $i-$r,$i-$r,�3 $4 �� SWITCHES (I-POLES-WAY,4-WAYPILOT,KEY) 4'-0" TO TOP 0 JUNCTION E30X In FUSTAT ❑ 5PECIAL DEVICE A5 NOTED ON PLAN ® A BRANCH CIRCUIT PANEL 4 PANEL DF-51G.V-6"7O TOP m 30/3/240 H.D. SAFETY 5WITGH (AMP5,POL.E,VOLTAGE) 6-6"70 TOP ® 0/3/240 STARTER (51ZE,POLE,VOLTAGE) 6 '-6 "TO TOP O THERM05TAT (BY M.G ) 4'-0" TO TOP ® MOTION 5EN50R, WATTSTOPPER #W -1000A O 4'-0" TO TOP �-� CONDUIT RUN 2#12 4 1#12 GRD. -1/2"G. CEILANALL CONDUIT RUN 2 GIRGUIT,3#12 4 1#12 GRD. -1/2"G. EARTH/FLOOR PARTIAL HOMERUN (MULTIPLE LOAD LOCATIONS) "tom 5EE NOTE #7 lU FEEDER IDENTIFICATION, SEE 50HEPUL.E GT SEE NOTE #8 WP WEATHERPROOF abc INDICATES 5WITGHING SCHEME DOUBLE DUPLEX RECEPTACLE 1'-3" AFF ® GATV OUTLET 1'-3" AFF PROVIDE WITH POWERPACK AND FACTORY SETUP AT SITE. WIRE TO CONTROL LIGHTS IN AREA. ISVA 1, VERIFY ALL OUTLET LOCATIONS ON THE JOB PRIOR TO ROUGH -IN. 2. REFER TO RELATED ARCHITECTURAL, MECHANICAL, AND STRUCTURAL DED RAWING5 FOR RELATED INFORMATION. 3. REFER TO THE SPECIFICATIONS FOR DATA NOT ON THE DRAWINGs5. 4,00ORDINATE OUTLET BOX LOCATIONS WITH MA50NRY TO MINIMIZE GUTTING OF BRICK OR BLOCK. 5. ALL MOUNTING HEICsHT5 TO BOTTOM OF ITEM UNLE55 OTHERWI5E NOTED. 6.E.G. SHALL REFER TO MECHANICAL DRAWING5 AND SPECIFICATIONS FOR THE REQUIREMENTS A550CIATF-D WITH WIRING: AND CONNECTION OF INTERLOCKING AND CONTROLS OF MECHANICAL UNITS AND THERMOSTAT LOGATION5. 1. CONDUIT RUN &CONDUCTORS A5 INDICATED, CONDUIT SIZE AS REQUIRED. GONDUIT RUN TO PANEL. DEVICE 517-E A5 INDICATED (AMP/ POLE). CIRCUIT WITHOUT INDICATION 15 ROUTED TO 20A.,1P. BREAKER. 8. "CT" INDICATED ADJACENT TO DEVICE INDICATES DEVICE 15 MOUNTED ABOVE BACK5PLA5H OF COUNTER TOP. VERIFY EXACT HEIGHT WITH ARCHITECTURAL PLANS AND ELEVATIONS. cf. A GROUND CONDUCTOR SIZED PER N. E. G. ARTICLE 250 15 REQUIRED IN ALL POWER, RECEPTACLE, AND LIGHTINGs CIRCUITS. GROUND CONDUCTORS ARE NOT 5HOWN ON DRAWINGS. 10. TYPE NM, AG OR MG GABLE MAY BE USED WHERE ALLOWED BY THE APPLICABLE EDITION OF THE NEC AND WHERE ACCEPTABLE TO THE LOCAL AUTHORITY HAYING JURISDICTION. VERIFY PRIOR TO BID. Il. COLOR CODING FOR COMMUNICATIONS CABLING SHALL. BE GREY OR WHITE FOR TELEPHONE, BLUE FOR DATA, BLACK FOR GAN AND YELLOW FOR CAMERAS. VERIFY ALL REQUIREMENTS WITH OWNER PRIOR TO BID. 12.OUTLET BOXES FOR LIGHTING AND DEVICES SHALL BE MINIMUM REQUIRED BY GORE FOR INSTALLATION SHOWN. DO NOT UTILIZE DOUBLE GANG OR LARGER BOXES FOR SINGLE DEVICE INSTALLATIONS UNLESS ALLOWED BY APPLICABLE CODES. 13. WHEN IN5TAL.LIG ELECTRICAL OUTLET BOXES IN SHEAR WALL5, OPENINGS SHALL BE OUT TO MAINTAIN A MAXIMUM OF 1/2" GAP BETWEEN SHEAR WALL AND ELECTRICAL OUTLET BOX. EXCEPTION: b" HOLE SAW MAY BE USED FDR OPEN( W.�S IN SHEAR WALLS FOR ELECTRICAL OUTLET BOXES IN LIEU OF 50UARE OPENING. (3) 4 -POLE LIGHTING CONTACTORS IN NEMA 1 ENCLOSURE NEXT TO PANEL A. PHOTOCELL LOCATED CIRCUIT NO. ON ROOF FACE NORTH A-15 - - A-11 NEUTRAL A-2 - I- - 0 � A-23 1 I NEUTRAL NOT TO SCALE i i i i I I I I I II THE ARCHITECT AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, BIDDERS LISTS, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE JOEL PALMER PHONE: 941-920-2643 FAX- 401-114-6691 ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E ESTES 105 N. Washington Wichita, Kansas 67242 ph 316.262.4100 fx 316.262.0002 PRINTS ISSUED 4/4/07 FOR PERMIT JOB NO. drawn: 06045,2 checked: ELECTRICAL PANELS AND SCHEDULES 7tl6 O 1 a TO MONUMENT SIGNS TO CANOPY LIGHTS 07058-009 © copyright 2001 VALUE PLACE CONNECT TO LIGHT ON NEXT LANDIW-z ABOVE. CONNECT TO LIGHT ON NEXT LANDING BELOW. CONNECT TO LIC NEXT LANDING A DATA TERMINAL BOARD 3" CONDUIT WITH FULLWIRE FOR GABLE N. ROUTE DOWN THRU FIR5T FLOOR AND STUB OUT 5-0" FROM BUILDING. GAP AND MARK FOR OWNER Il GABLE TV TERMINAL BOARD. T 3 CONDUIT WITH FULLY41RE FOR TELEPHONE. ROUTE DOWN THRU FIR5T FLOOR AND 5TU13 OUT 5'-m" FROM BUILi)IW:r -GAF' AND MARK FOR OWNER-UaE. CONt1 r r GTI ONS. � p, AICD ,R>~'auI.P�MExr �-8 SRM I ARD_B-, I G l SLEEPER 8-22 - I�,i il.;.i,o_.�DPI ;. IF 7N �T`FOR GAT CABLVAI ING °, [ �1.0 1 GAT1�lr RACK ANDI 9TUi I �ITI� p2 �EILINCzICAVriL7�� P-_Yl.�l T AMEBA CABLING :,, 41,T- 9E� ;C 234 R AND E LIW4 cAUB VII -Y.. I. A XA A T DO Orda J LSI- �. r -1 _ _JL ,� i�UDICJ — y 219 _ C I nB SECOND FLOOR SOLE: 1/8" — 1' — 0" 3" CONDUIT WITH PU"IRE FOR FUTURE USE. ROUTE DOWN THRU FIRST FLOOR AND STUB OUT 5'-0" FROM BUIL GAP AND MARK FOR OWNER USE. COORDINATE LIGHT COORDINATE LOCATION OF MDP WITH 51DEWALL 1 - I, /SCJ CONNECT TO LIGHT ON NEXT LANDING ABOVE. -CONNECT TO LIGHT ON NEXT LANDING BELOW_ FIRST FLOOR ELECTRICAL -- TO LIGHT ON 0113 ABOVE. THE ARCHITECT AND ENGINEERS WILL NOT BE INvO!_VED WITH E3 IDD AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, 5PECIFICATION6, SUB5TITUTIONS, CLARIFICATIONS, BIDDERS LISTS, 511D DUE DATE, ETC. TO THE OWNERS CONSTRUCT ION REPRESENTATIVE JOEL PALMER PHONE: 94.1-920-2643 FAX: 4.0-1-1i4-6ro9-1 ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 61202 ph 316.262.4700 fx 316.262.0002 PRINTS ISSUED 4/4/01 FOR PERMIT JOB a drawn: 06045.2 checked: FIRST AND SECOND FLOOR ELECTRICAL PLANS o7o5a—oo9 © copyright 2007 VALUE PLACE CONNECT TO LIGHT ON NEXT LANDING BELOW. GONNEGT TO LIGHT ON�a NEXT LANDING ABOVE. CONNECT TO LIGHT ON ' NEXT LANDING B1=LOW, j f —_ A f I I Y ti. � I ........i�T g..IW olThi� !Y-711 1 E >= _, G-2 i� tlI J r7,0"_� i :I I Oldw , I i / -- I 'a I ?9 I{ r t � � I I \ , I rz­.,.w�, _ t I 1 --� TI.1M�I A tr-r--- I�% °.— il t G-2 A-19 (20/2, VIA CONTACTOR) vuII 4 :RIDOR LIGHTS ISWITCHED. ELUC'6TRICAL PLAN 7R LIGHTINI 4 HOURS A DAY. SC,�L I/8 = Iy 0" w"w"""wwww"w-.. w, 1� 1 0-14 G-12 L–, __1 YIIEI �I�u�{ Iff y / ��. �� G 11 __._-,.h.l"_. _w.✓ 9h i .,' X'-:. IL .__.Ir �II'll I rl(Cal�.y— u. IJ 1 L _1 ! 1 S"1"l.I ICS s I )<" IF 1' r� r.1 ILS �- 1.�QU�1H L�OI.IL,:�L.E .. DOLI:�I�..� (—...I�' , , . w.,. ' I � " b�I�..�l�"�"w (_��: I��� I. tl " w� ,a� � .�I' ( 2:1 +. <., __ _ r.. r _.D -I { �. I, r _ _ { tn cz— t Cjj'I: � .. gg r...:_.._._._- I °r,Xi{:';I I'Wtl�,"'�d ��;. :_...._...r r ,'�","4—r,•-`1 .. `. f I {�'� _. W' W.'w ....;:,.� ,":r, . ,i<_I �{ "II li �, :::"' ...�.I )ire' , I ° � n RECESSED ELECTRICAL BOXES CANNOT BE INSTALLED IN CORRIDOR SIDE OF ANY STAIRWELL. WALL. VERIFY ALL. LOCATIONS OF OF EaUIPMENT PRIOR TO ROUGHIN. — CONNECT TO LIGHT ON NEXT LANDING BELOW. G-3 WEATHERPROOF GAT 5E OUTLET WITH SHIELDED GAT 5E GABLE. MOUNT OUTLET INSIDE SIGN PANEL. ROUTE SHIELDED GAT 5E GABLE TO BUILDING COMMUNICATIONS RACK. VERIFY ALL REQUIRMENTS WITH OWNER PRIOR TO ROUGHIN.— ROUTE TO (12) 20/1 BREAKERS IN PANEL 5 IN 5TORA4FE #440. VERIFY ALL REQUIREMENT5 AND SIGN LOCATION PRIOR TO ROUGHIN. WEATHERPROOF GAT 5E OUTLET WITH SHIELDED GAT 5E GABLE. MOUNT OUTLET IN51DE SIGN PANEL. ROUTE SHIELDED GAT 5E GABLE TO.._.__,. BUILDING COMMUNICATIONS RACK. VERIFY ALL REOUIRMENT5 WITH CANER PRIOR TO ROUGHIN. RIGHT THAN TOWER SIGN PLAN. SCAB: 1/8" = 1' — 0" PROVIDE TOWER SIGN ONLY IF REQUIRED. VERIFY ALL REOUIREMENT5 AND LOCATION PRIOR TO ROUCzHIN. a...:... —..,�,....:._y...u..�.,..�uv.fr.r,.e� ��I'' y �f �' I _.._ R ,! .-....A ...—,. j.�T YI0 �I "..N4I <:..1 ^ f�I'IDOIw .avyuu�uuc• u"u:�—_� ,� A ...• .�' A XA ., �i�.1I"I . ,,......" G 2 J -, . .. .,......._.: ._>...�..„,.:.. ! 1 – i ------------------- 0-2 r 1 1 r 1 / ...uuw�l4 I h � I awkf: : _l y y 11 y � { I {p.�,,. (w..; l✓� ��� 1�, � �etl� `y,I I, fl I�,,,.,,� �. ”+"� t� F r I w' � I , { I ul r f � r ILII r I r II Id ,I r a , d Y ( I 19 I I , .... �� r- 1 L.�--___. ,r� o D L ._. _J J , I _J I r. 1 f 1 all 9 I I�u I i �... .... _..... ......J w" . . ............ . . t I _I_. r N. ALL CORRIDOR LIGHTS TO BE UNR LIGHTING THIRD CORRIDOR LIC-aHTINC�a BURNS 24 HOURS A DAY. /^ I>AALQ SCE: 1/to 11 = 1'- 0" CONNECT TO LIGHT ON NEXT LANDING ABOVE. CONNECT TO LIGHT ON NEXT LANDING BELOW. THE ARCHITECT AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, BIDDERS LISTS, BID DUE DATI=, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE JOEL PALMER PHONE: 941-920-2643 FAX: 401-1-14-6691 ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 PRINTS ISSUED 4/4/01 FOR PERMIT / 0B N0. drawn: 06045.2 checked: THIRD AND FOURTH FLOOR ELECTRICAL PLANS Vi a^ L I a N C;jvj #, 07053-009 © copyright 2007 VALUE PLACE It I I " I CONNECT TO LIGHT ON NEXT LANDING ABOVE. CONNECT TO LIGHT ON NEXT LANDING BELOW. THE ARCHITECT AND ENGINEERS WILL NOT BE INVOLVED WITH BIDDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, BIDDERS LISTS, BID DUE DATI=, ETC. TO THE OWNERS CONSTRUCTION REPRESENTATIVE JOEL PALMER PHONE: 941-920-2643 FAX: 401-1-14-6691 ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 PRINTS ISSUED 4/4/01 FOR PERMIT / 0B N0. drawn: 06045.2 checked: THIRD AND FOURTH FLOOR ELECTRICAL PLANS Vi a^ L I a N C;jvj #, 07053-009 © copyright 2007 VALUE PLACE GABLE TV TERMINAL BOARD VERIFY LOCATION AND ALL REOUIREWNTS PRIOR TO BID. (29/2)x` , PRIOR TO ROUGHIh}! A I } 1 SEE SHEET A4.1. (20/2)UST�i11, � Il EXHA i, HOOD --In I I' G-5 G-3 " i v G—b ,o, I` II MICROWAVE II REFRIcERATaR, M9TI ARGFAULT LIGHTING CIRCUIT SNITCH BREAKER REFER TO ARCHITECTURAL ELEVATIONS FOR ALL LOCATIONS AND MOUNTING HEIGHTS. VERIFY ALL R OUIREMENTS. DO NOT DIMEN51ON FROM THESE PLANS, COORDINATE Al CEILING LIGHT FIXTURE LOCATIONS WITH OWNER AND ARCHITECTURAL PLANS PRIOR TO ROUGHIN. SNITCH LIGHTS ONLY, DO NOT 51NITGH RECEPTACLES. UTILIZE P45 #&c40--XG 5WITGH OR EQUAL IN SINGLE GANG BOX FOR TWO FRONT ENTRY DOOR 5WITGHE5. � ,ELECTRICAL PLAN DATA TERMINAL BOARD VERIFY LOCATION AND ALL REOUIREMENT5 PRIOR TO BID. CEILING GAN 5ER VERIFY LG ALL III TO BID. �s p qs FLOOR -- ELECTRICAL ROOAA •234 UPIlm NO LSHEET WALL ELEVATION CEILING DOOR SWING I I B t I I I i I I I i I I I i l i I I 9 FLOOR m ui ARGFAULT GIRGUIT BREAKER EXHAUST HOOD FANLIGHT SWITCHES.—\ ---1-XHAU5T HOOD FAWLIGHT 5WITCHE5. 1rXHAUST EXHAUST HOOD HOOD MICROWAVE )� MICROWAVE „ MICROWAVE U G 4I REFRIGERATOR REFRIGERATOR�� MATER "•� LIGHTING MA.STEt SAITGH LIGHTING TABLE BED SAI TGH — REFER TO ARCHITECTURAL ELEVATIONS FOR ALL LOCATIONS AND MOUNTING HEIGHTS. VERIFY ALL REOUIREMENTS. DO NOT DIMENSION FROM THESE PLANS, COORDINATE ALL CEILING LIGHT FIXTURE LOCATIONS WITH OWNER AND ARCHITECTURAL PLANS PRIOR TO ROUGHIN. SWITCH LIGHTS ONLY, DO NOT 5WITGH RECEPTACLES. UTILIZE P$5 #6cl SNITCH OR EGZUAL IN SINGLE GANG BOX FOR TWO FRONT ENTRY DOOR SWITCHES AND EXHAUST HOOD FAN/LIGHT SWITCHES. NOTE. MASTER LIGHTING 5WITGH SHALL DISGONNEGT POWER TO ALL ROOM LIGHTING. LABEL 5WITGH "MASTER LIGHTING 5WITGH". LABEL TO BE PER SPECIFICATION SECTION 16020 PART 5. MASTER LIGHTING SWITCH P"" /KJ WIRING DETAIL NO SCALE � IM 1 !, cG-71 1 i I t I I ' V)=RIFY LOCATION J PRIOR TO ROUGHIN. SEE SHEET A4.1� IL_ 9 tjr EXHAU51'``I IrP TI a (20/2).1 HOOD—, G-5 G-3 A . __.... _. } J u � 3 _ G-.2 I �1! MI GROWAVEC 4 REFRIGERATOR ii F1 ' .,- .muuw. r —t uINwIW4YIw�4W^J�l Y"�— Y:PLtlIWWdO . 4i �lylll MA k ARGFAULT LIGHTING CIRCUIT SWITCH BREAKER REFER TO ARCHITECTURAL ELEVATIONS FOR ALL LOCATIONS AND MOUNTING HEIGHTS. VERIFY ALL REQUIREMENTS. DO NOT DIMENSION FROM THESE PLANS, COORDINATE ALL CEILING LIGHT FIXTURE LOCATIONS WITH OWNER AND ARCHITECTURAL PLANS PRIOR TO ROUGHIN. 5WITGH LIGHTS ONLY, DO NOT 5WITGH RECEPTACLES. UTILIZE P45 #&c10-XG SWITCH OR EQUAL IN SINGLE GANG BOX FOR TAO FRONT ENTRY DOOR SNITCHES_ ELECTRICAL PLAN !E1xl,.. m G -I 1 r1 ARGFAIJ�'' CIRCUIT BREAKER REFER TO ARCHITECTURAL ELEVATIONS FOR ALL LOCATIONS AND MOUNTING HEIGHTS, VERIFY ALL RE(2UIREMENTS. DO NOT DIMENSION FROM THESE PLANS, COORDINATE ALL CEILING LIGHT FIXTURE LOCATIONS WITH OWNER AND ARCHITECTURAL PLANS PRIOR TO ROUGHIN. 5WITGH LIGHTS ONLY, DO NOT 5WITGH RECEPTACLES. UTILIZE P45 #ba0-XG 5WITGH OR EG2UAL IN SINGLE GANG BOX FOR TWO FRONT ENTRY DOOR SWITCHES AND EXHAUST HOOD FAN/LIGHT SWITCHE5. *(PD ELECTRICAL 0 REFER TO ARGHITEGTURAL ELE\/ATION5 FOR ALL LOCATIONS AND MOUNTING HEIGHTS. YER I FY ALL REaU I REMENT5. DO NOT D I MENS 1 ON FROM THESE PLANS, COORDINATE ALL CEILING LIGHT FIXTURE LOCATIONS WITH OWNER AND ARGHITEGTURAL PLANS PRIOR TO ROUGHIN. MICROWAVE REFRIGERATOR LIGHTIW:F SWITCH ARGFAULT CIRCUIT BREAKER REFER TO ARCHITECTURAL ELEVATIONS FOR ALL LOCATIONS AND MOUNTING HEIGHTS, VERIFY ALL REOUIREMENT5. DO NOT DIMENSION FROM THESE PLANS, COORDINATE ALL CEILING LIC-rHT FIXTURE LOCATIONS WITH OWNER AND ARCHITECTURAL PLANS PRIOR TO ROUGHIN. 5WITGH LIGHTS ONLY, DO NOT SWITCH RECEPTACLES. UTILIZE i itr: XG 5WITGH OR EQUAL IN 51NGLE GANG BOX FOR TWO FRONT ENTRY DOOR SNITCHES_ OE-01ECTRICALan PLAN DSCALE: 1/4' - 1' - O' VERIFY IF B005TER,PUMP 15 OUIRED BY MECHANICAL PLANS. IF NOT REGtUIRED, DELETE ELECTRICAL ONNECTION5 5HOWN. f �/ ,-1 RIPE'R A-16 \ AREA, 1 I� �F_wH_—_31', ELECTRICAL 5YMB0L DE5GRIPTI0 SCALE: 1/4' - 1' - 0' FURNI5H AND INSTALL BUSMANN #PS2T20R2/RIKGAF3 POWER MASTER KITCHEN KITCHEN TABLE BED LIGHTING J EXHAUST A AREA A AREA A AREA 5WITGH HOOD LIGHT LIGHT LIGHT LIGHT G-1 PLATE FOR CONNECTION TO ELEVATOR GAB LIGHTS. MOUNT ON ARGFAULT 33 CONNECTION TO ELEVATOR GAB BY OTHERS. 20 3) G ii BREAKER 11 A-12 } NOTE. MASTER LIGHTING 5WITGH SHALL DISGONNEGT POWER TO ALL ROOM LIGHTING. LABEL 5WITGH "MASTER LIGHTING 5WITGH". LABEL TO BE PER SPECIFICATION SECTION 16020 PART 5. MASTER LIGHTING SWITCH P"" /KJ WIRING DETAIL NO SCALE � IM 1 !, cG-71 1 i I t I I ' V)=RIFY LOCATION J PRIOR TO ROUGHIN. SEE SHEET A4.1� IL_ 9 tjr EXHAU51'``I IrP TI a (20/2).1 HOOD—, G-5 G-3 A . __.... _. } J u � 3 _ G-.2 I �1! MI GROWAVEC 4 REFRIGERATOR ii F1 ' .,- .muuw. r —t uINwIW4YIw�4W^J�l Y"�— Y:PLtlIWWdO . 4i �lylll MA k ARGFAULT LIGHTING CIRCUIT SWITCH BREAKER REFER TO ARCHITECTURAL ELEVATIONS FOR ALL LOCATIONS AND MOUNTING HEIGHTS. VERIFY ALL REQUIREMENTS. DO NOT DIMENSION FROM THESE PLANS, COORDINATE ALL CEILING LIGHT FIXTURE LOCATIONS WITH OWNER AND ARCHITECTURAL PLANS PRIOR TO ROUGHIN. 5WITGH LIGHTS ONLY, DO NOT 5WITGH RECEPTACLES. UTILIZE P45 #&c10-XG SWITCH OR EQUAL IN SINGLE GANG BOX FOR TAO FRONT ENTRY DOOR SNITCHES_ ELECTRICAL PLAN !E1xl,.. m G -I 1 r1 ARGFAIJ�'' CIRCUIT BREAKER REFER TO ARCHITECTURAL ELEVATIONS FOR ALL LOCATIONS AND MOUNTING HEIGHTS, VERIFY ALL RE(2UIREMENTS. DO NOT DIMENSION FROM THESE PLANS, COORDINATE ALL CEILING LIGHT FIXTURE LOCATIONS WITH OWNER AND ARCHITECTURAL PLANS PRIOR TO ROUGHIN. 5WITGH LIGHTS ONLY, DO NOT 5WITGH RECEPTACLES. UTILIZE P45 #ba0-XG 5WITGH OR EG2UAL IN SINGLE GANG BOX FOR TWO FRONT ENTRY DOOR SWITCHES AND EXHAUST HOOD FAN/LIGHT SWITCHE5. *(PD ELECTRICAL 0 REFER TO ARGHITEGTURAL ELE\/ATION5 FOR ALL LOCATIONS AND MOUNTING HEIGHTS. YER I FY ALL REaU I REMENT5. DO NOT D I MENS 1 ON FROM THESE PLANS, COORDINATE ALL CEILING LIGHT FIXTURE LOCATIONS WITH OWNER AND ARGHITEGTURAL PLANS PRIOR TO ROUGHIN. MICROWAVE REFRIGERATOR LIGHTIW:F SWITCH ARGFAULT CIRCUIT BREAKER REFER TO ARCHITECTURAL ELEVATIONS FOR ALL LOCATIONS AND MOUNTING HEIGHTS, VERIFY ALL REOUIREMENT5. DO NOT DIMENSION FROM THESE PLANS, COORDINATE ALL CEILING LIC-rHT FIXTURE LOCATIONS WITH OWNER AND ARCHITECTURAL PLANS PRIOR TO ROUGHIN. 5WITGH LIGHTS ONLY, DO NOT SWITCH RECEPTACLES. UTILIZE i itr: XG 5WITGH OR EQUAL IN 51NGLE GANG BOX FOR TWO FRONT ENTRY DOOR SNITCHES_ OE-01ECTRICALan PLAN DSCALE: 1/4' - 1' - O' VERIFY IF B005TER,PUMP 15 OUIRED BY MECHANICAL PLANS. IF NOT REGtUIRED, DELETE ELECTRICAL ONNECTION5 5HOWN. f �/ ,-1 RIPE'R A-16 \ AREA, 1 I� �F_wH_—_31', 2-PO5ITION DAMPER. INTERLOCK WITH El i' D 2 CONNECT TO DAMPM. N 0 E CONTROL AIRING DAMPER FROM DRYER THE ARCHITECT AND E __1 VENT F7RE551,1RRE SWITCHES_ ENGINEERS WILL NOT 13E DAMPER TO OPEN UPON ACTIVATION OF ANY DRYER. INVOLVED WITH BIDDING AND -- ,.......u_ REFERENCY MECHANICAL NEGOTIATION DRAWING5. PLEASE DIRECT ALL D—S QUE5TION5 CONCERNING DRAI.UINGS, 5PECIFICATION5, e:- + $UI35TITUTION5, D35 O%2) CLARIFICATIONS, BIDDERS LISTS, E31D DUE DATE, ETC. 1 TO THE OWI D�3q CON5TRUCT I ON REPRE5ENTATI VE D—t3 JOEL PALMER PHONE: 941-920 2643 f I D-21 M d FAX: 401-1-14-6ll II FUSE Aq REOUIRED I ll'P1GaL O'r PUMP _- Csll; 13� �I D Cl I _.i � -� PRESSURE I .. I .TANK � �( , D_11 I.. I .I_ 0-16 �I a L_ ALL ELECTRICAL DEVICES AND - 20 1 3 WIRING WITHIN 4 OF ELEVATOR PIT FLOOR MUST BE NEMA 4 I F A RATED. Ii } _ 6 }' 1 r3 i� �I✓� 4 dw __ II - I A I 1� °(20/3)� j I 5-1 �FCJ MDP -5 I I I. M E C H L uts:m 'to ELEV, A Ell D L JAR Uum I D R a m dw/h ICA SCALE: 1/4' = I' - I I I��' Iia Ih B-13 ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E ESTES �hT 105 N. Washington Wichita, Kansas 67202 =u — Il ph 316.262.4700 fx 316.262.0002 i+ L.... Ill61 Ijl II III,'IGd� I v �� E�rsy+93, t f n , ti.., �, yy ,Ihliul IIII"��, 1•._.. JJ��NI I`I IIpI'II l� 1IIn till 1 P , n OYlAVE Plllil l4 illll9ll�lklll:plrvif pl liV Rl 11ik st {pPA i�yl'iIIII ylk hll, plrld liNil I' ti �y @fit ae I'o r t . ali9ldP,i� E f 30/3/240 FUSE- 2 A l - 1, I D-14 I.I 15-2-7 CT D-15 �� Ip G�i�9UNT ABOVE AASH j(1p�CHINE FOR SOAP 12ISPENSER. VERIFY FIRE ALARM 30/3/240: CONTROL PANEL FUSE: IOA W/ ANNUNCIATOR FLAN NUTEmS 5VA 5YMB0L DE5GRIPTI0 1 FURNI5H AND INSTALL BUSMANN #PS2T20R2/RIKGAF3 POWER I WM -2- MODULE FOR ELEVATOR SHUNT TRIP. CONNECT TO FIRE ALARM i Il� A-14 UOOSTER I � � .�•'°°°'BCH/EI � PUMP; ��: !; PLATE FOR CONNECTION TO ELEVATOR GAB LIGHTS. MOUNT ON 33 CONNECTION TO ELEVATOR GAB BY OTHERS. 20 3) G ii i 11 A-12 } I E (1J 3 2 D 5 5G I W;, � EXPAN5IUN CONNECTION TO GAB BY OTHERS, PROVIDE 5 FEET OF 5LAGK NEMA ""1 STARTER 2-PO5ITION DAMPER. INTERLOCK WITH El i' D 2 CONNECT TO DAMPM. N 0 E CONTROL AIRING DAMPER FROM DRYER THE ARCHITECT AND E __1 VENT F7RE551,1RRE SWITCHES_ ENGINEERS WILL NOT 13E DAMPER TO OPEN UPON ACTIVATION OF ANY DRYER. INVOLVED WITH BIDDING AND -- ,.......u_ REFERENCY MECHANICAL NEGOTIATION DRAWING5. PLEASE DIRECT ALL D—S QUE5TION5 CONCERNING DRAI.UINGS, 5PECIFICATION5, e:- + $UI35TITUTION5, D35 O%2) CLARIFICATIONS, BIDDERS LISTS, E31D DUE DATE, ETC. 1 TO THE OWI D�3q CON5TRUCT I ON REPRE5ENTATI VE D—t3 JOEL PALMER PHONE: 941-920 2643 f I D-21 M d FAX: 401-1-14-6ll II FUSE Aq REOUIRED I ll'P1GaL O'r PUMP _- Csll; 13� �I D Cl I _.i � -� PRESSURE I .. I .TANK � �( , D_11 I.. I .I_ 0-16 �I a L_ ALL ELECTRICAL DEVICES AND - 20 1 3 WIRING WITHIN 4 OF ELEVATOR PIT FLOOR MUST BE NEMA 4 I F A RATED. Ii } _ 6 }' 1 r3 i� �I✓� 4 dw __ II - I A I 1� °(20/3)� j I 5-1 �FCJ MDP -5 I I I. M E C H L uts:m 'to ELEV, A Ell D L JAR Uum I D R a m dw/h ICA SCALE: 1/4' = I' - I I I��' Iia Ih B-13 ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E ESTES �hT 105 N. Washington Wichita, Kansas 67202 =u — Il ph 316.262.4700 fx 316.262.0002 i+ L.... Ill61 Ijl II III,'IGd� I v �� E�rsy+93, t f n , ti.., �, yy ,Ihliul IIII"��, 1•._.. JJ��NI I`I IIpI'II l� 1IIn till 1 P , n OYlAVE Plllil l4 illll9ll�lklll:plrvif pl liV Rl 11ik st {pPA i�yl'iIIII ylk hll, plrld liNil I' ti �y @fit ae I'o r t . ali9ldP,i� E f 30/3/240 FUSE- 2 A l - 1, I D-14 I.I 15-2-7 CT D-15 �� Ip G�i�9UNT ABOVE AASH j(1p�CHINE FOR SOAP 12ISPENSER. VERIFY FIRE ALARM 30/3/240: CONTROL PANEL FUSE: IOA W/ ANNUNCIATOR FLAN NUTEmS 5VA 5YMB0L DE5GRIPTI0 1 FURNI5H AND INSTALL BUSMANN #PS2T20R2/RIKGAF3 POWER MODULE FOR ELEVATOR SHUNT TRIP. CONNECT TO FIRE ALARM SYSTEM AS REQUIRED. VERIFY ALL REOUIREMENTS PRIOR TO BID. PROVIDE COMPLETE CONNECTION TO ELEVATOR CONTROLLER. FUSE PER ELEVATOR REGZUIREMENTS. 2 20 AMP, 125 VOLT SINGLE POLE FU5TAT WITH LOCKABLE COVER PLATE FOR CONNECTION TO ELEVATOR GAB LIGHTS. MOUNT ON WALL AT 48" AFF TO TOP. CONNECT TO ELEVATOR GONTROLLER CONNECTION TO ELEVATOR GAB BY OTHERS. 3 TF-L.EPHONE OUTLET J—BOX MOUNTED ON WALL AT 45" AFF TO TOP. PROVIDE 3/4" CONDUIT WITH PULLWIRE TO ELEVATOR CONTROLLER OR AS DIRECTED BY ELEVATOR SUPPLIER, AND 3/4" CONDUIT BACK TO TELEPHONE TERMINAL BOARD. CONNECTION TO GAB BY OTHERS, PROVIDE 5 FEET OF 5LAGK GABLE AT ELEVATOR CONTROLLER. VERIFY EXACT LOCATION PRIOR TO ROUGHIN. 4 5 TELEPHONE JACKS AND 3 DATA JACKS. TEL#1=FAX, TEL#2=GALL ACCOUNTING, TEL#3=EVENT LOC—iI TEL#4=6REDIT CARD BACKUP, TEL#5 EXT 355, DATA#I=OFFICE COMPUTER, DATA#2=5E0URITY SYSTEM AND DATA#3=5EGURITY MICROPHONE. VERIFY EXACT LOCATION PRIOR TO 'ROUGHIN_ 5 2 TELEPHONE JACKS AND 2 DATA JACKS. TE1_#1=SWIT6HBOARD, TEL#2=EXT 510, DATA#1=INTERNET AND DATA#2=INTERNET. VERIFY EXACT LOCATION PRIOR TO ROUGHIN. VTING HEIGHT. I All •I o2j p I I I i PRINTS ISSUED 4/4/07 FOR PERMIT QI 8/12/07 ADDENDUM #1 -CITY COMMENTS JOB NO. drawn: 06045.2 checked: ENLARGED ELECTRICAL PLANS NIII Its i,l I I.. �''��1��.i..lri, I �.� ir!•'u. � A v, .., , dIL��IILIyIJII��,. �ulll uVl,. I.I�iP,. u...d rr IIII II r �.. I4111lIllillll!111! l�I+III IIINl�4lll'lIlV9II�il�l4'Iy� ISI n I��I ujl�� � J ', �r r a r � } �,�tRalidIIII++�IP���t�il���l�uPllIII�IIIN�Ihl141 „ I v kl� '.',+ 4 b ^, •' �� d !IIIIIIII'I I v Ild o�1aZ �°��IakiI�16tl��Y4��° puNli;W l II ^ l 141. lad 1I1IRItII IN III Ill f yl I!III�IIII4�IIul IIIhINlli��,����1!��,�� "I4l�ll p I IIyI�Il�alylWlwl1i11�IINlFudlk ��Ii�il��tilt�ll�hB��,��t >*Gr Ilii, i�+}«rlN�l IV II Il�hu'v r4"C�@lllua �4i .�f it I � �•.d. Jil i.4.N5� sy u�4h. Ili „�., �'�I.al Iwi� I (c copyright 2007 VALUE PLACE 07058-009 DIVISION 16 ELECTRICAL S SECTION 16010 GENERAL REQUIREMENTS PART I - GENERAL EXTENT OF WORK 1.01 The General Conditions, General Requirement-,, and Special Conditions shall be and are hereby trade a part of this section. The Electrical Contractor shull furnish all labor, raOtefi0lo, fails, transportation, equipment, survice, and facilities required for the complete, proper and substantial Installation of all electrical work shown art the drawings and/or outlined in these apeciricutionu. The installation shall include all materials, appliances and apparatus riot �pecifically mentioned harelit or noted on the druwing5, but which are necessary to frialke a complete worklflg Installation of all electrical systems. 1.02 flip Contractor shall con5ult and be guldcd by the General Condition�, and all other divisions referred to herain arid relative thereto in perfouning the work covered under this division of the specification. 1.03 All of the electrical related work required for this project (unless specified otherwise) is a part of the electciccl contract price and is not necessarily specified under this division of the specifications or ,shown on the drawings. Therefore, all divisions of the specifications and all drawings shall be consulted. 1.04 The drawings showing the layout of the work Indicate the UpprOxiff101e locations Of Outlets, apperatus and equipment. The drawings are SChefflOtle Only 'Ind (ire not intended to show the exact routing of councluits, etc. The final cleterminition (is to the routing sholl be governed by structural conditions and other obstructions. This shall riot be construed to mean the design of the system may be changed. it merely refers to the exact run of a ro(;Qwuy between givon point-- Thu Contractor shall Consult all contract drowings which may affect the locution of any outlet, afpiperartus� or equipment to avold possible interference and perunit full coordination of ail work. The right to make any rea�onalble change ill the location of apparatus, outlets und equipment tip to the time of roughing -in I-, reserved by the Architect without Involving oily additional expense to the Owner. 1.05 fhe approval by the Architect or biu representative of oily material-,, drawings, etc., submitted by the Contractor will be consid,red as general only and to old the Contractor in carrying out his work. Such approval as troy be given does not relieve the C011tFOCtO(` from the necessity of furnishing the materials and performing ell the work a, required by the drawings and the specifications. 1.06 Thu work specified under this division of the specification-. shall include the furnishing of all labor, materials, apparatus and tools necessary for tire complete Installation of all conduit and wiring; devices for lighting, power and control systems, (in,] such other work and equipment as are indicated oil tire druwlriqu Or as rioted heroin. 1.07 the entire Installation shall be made in a workmen like manner, left Completely connected, and ready to give proper and continuous service. 1.08 All materials and work in Connection with the foregoing itemis shall be cis specified herein, or called for on the drawings. 1.09 The complete installation shall be In accordance with the latest rule�i arid regulations of the Notiond Fire Protection Association and all other Boards and Deparbuents having jurisdiction. Any items or requirements rioted herein cc jhown oil the drawings In excess of code requirements, but licrunitted under the code, shall take preference unless special perrnfs�icn is obtained from tire Architect to the contrary. 1.10 The light und power installation shall operate with the electrical energy obtained from Outside sources. Such part of the system as may be regulated by rules of the local utility company shall, insofar as method of construction, workmanship und material. are concerned, be in full uccordurroce with the stundurd procticot arid rules and regulations of the local utility Company. I., I fris Contractor sholl Coordinate his work under this division of tile specifications with the work of other trades wherein it may be interrclated. His work shall be done in such an order that there will be no interference IF installing, nor delay in completion, of any part or parts of each respective trade, thereby pennitting all construction work to proceed ill its natural sequence without unnecesoury delay. 1.12 Before �ubunittirrg his bid, tire Controctor sholl fornillorize filurself with the rules of oil governing bodies having jurisdiction and shall notify the Architect in submitting his bid, if in his opinion, any wurk or material specified is controury to such rules. Otherwi2o, tire Contractor shall be responsible for the approval of ull work and rauteii(ils Cad, in cuse tire use of oily mutefial specified is riot pennitted, u substitute shall be approved by fine Architect arid shell be provided ut no Increase in coat. I.IJ Unless rioted otheiwisee on tire Drowings, or elsewhere in these Specifications, tile singular words 'Provide', Funish', or 'Install' rioted on the drawings or in these Specifications sholl rnQun to completely furni�lb, install, arid connect each iter), and if such is a part or Component of u systern the entire system shell be functional with all items and components provided. PARr 2 - RULES AND REGULATIONS 2.01 All work under this heading shall comply with the latest rules and regulations of the National Elctricul Code Standard of the NutiQnul Fire Protection AirsociaLion and with all Iowa, regulations and ordinances of the utility Company, City, County arid State. 2,02 Drawings and specifficutions indicate thu minifirrurn standards of construction. Should any work indicated be sub5tundard to any ordinance, law, code, rule or regulation bearing art work, the Contractor shall execute work accordingly, without increased coot to the Owner, but riot until he has referred such vQriance5 to the Architect for his approval. 2.03 This Contractor shell provide arid instull only the brundo of materials arid equipment specified heroin, or equipment approved by the Architoct-Enijin"r as equal. All material and equipment shall be listed arid labeled by Underwriters Luborolories, Inc., Indicating compliance with nationally recogniLcol sturiduro:13 und/or tests. PART 3 - PERMITS, FEES AND INSPECTIONS �.011 Secure and pay for all necessary arid usual pennits, fees, in,pections und certificates required for this work and deliver permits and certificates to the Architect fur trar�rrrittal to the Owner before final acceptance of the project. PAR r 4 - SERVICES 4.01 Phis Contractor shall pay for oil expenses. deposits. ruirnbursenicnts, etc., required by tire loco[ rules arid codes for the service to the building, CUMPICte and ready for use. 4.02 fills CQuilaractor shall bear all e�operiuea involved for tire complete irNWIlUti011 of the electrical 2ervice (both turporury arid permanent) to the building ready for Operation, except as specifically excluded on the drawings. All ternporory wiring shall be installed per the, Noutioncl Electrical Code. this sholl Include gourd posts firourid truruiforiners and peda3to;I3 per utility company stunclards. Verify corriplote Installation and locutions of pad niount, Or pole nicant trunsforiners with the local electric utility counpuny and bid installation to cornply witin their requirements. 03 Nils Controctor shall consult all local departricuit2 to verify requirurrenta ond bid instUlution of service in accordance with local codes cold utility Company storldordu. +.04 ibis Contractor sholl bour ell expenses involved for the couniplate telephone service conduit hi5tullution aid steel or nylon pull wire ready far cable inotoillaUQn. Verify complete instollutiQri with the local telephorie company and bid installation to couniply with their requirements. PAR r 5 1EMPORARY ELECIRICAL 5.01 Electricul Cori broctor/Subcontructor shall: A. Make arrangements with electric utility for teinpQr(ity service. J. Provide nrutericls, equipment, labor to instud, modify, muintuln (arid upon completion of proj"t, runovc) safe tcunporQry electrical power und fighting systems per OSHA stcridards. C. Provide sufficient capacity for construction tools, equipment, temporary ventilation und lighting. D. Distribute systerns throughout building orid Construction area of site each that (in extension cord no longer (flat) 100' will reach any work ourea. Open brunch systems permitted where perinitted by the Noticirul Electrical Code und OSHA. Provide temporary services to all construction offices us required. E. Employ pennarient systems as they (ire Computed ond uvuilublv. F. Provide inetering of temporary service. All temporary utility costs will be paid by the General Contractor. PART 6 MATERIALS OF APPROVED EQUAL 6.01 Where tours of equipment und/or inutericls ore specifically identified herein by a niarruf(icturer'2 nome, model or catalog number, only such ,pecific iterns rnoy be coed in the base bid. except us hereinafter provided. 6.02 UnIc5s requests for Changes In base bid opccificutions are received arid approved and noted by written adderidurn prior to tire opening of bids, the successful contractor will be fluid to furnish specified items. 6.03 After contract is awarded, changes in specifications shall be Fields only as defined under "Substitution of Equipment." PART 7 - smfifuriON OF EQUIPMENT 7.01 AFTER EXECUTION OF THE CONTRACT. NO SUBSTITUTION OF EQUIPMENT WILL BE ALLOWED. 7.02 Requests far substitutions must be accompanied by documentary proof of equality of difference !it price and delivery, if any, in form of certified quotations from suppliers of both specified arid proposed equipment. 7.Q3 The Owner shrill receive all benefits of the difference In cost involved in any substitution, and the contract offered by change order to credit Owner with any savings so obtained. PART 8 - suomfirrALS 8.01 Contractor shall, within 15 days after award of contracts begin sending to the General Contractor for review submittals containing the following: 8.02 Shup Uruwing�: A. Submit three =ter sets of "Shop Drawings" in the form of borid paper 8 1/2" x 11" or 11" x 17" oizu. Data shoill be reduced )it drawings as required to leave 5" x Y clear on each drawing for Engineer'-, JtOlflp. 0. Architect and consultants will retain COPieS of the FlUStur set for their records and return One reviewed muster set to the contractor. C. CQntractor(s) shell, upon receipt of reviewed shop drowinqq, obtain and distribute copies of reviewed mostQr -set us necessary to Coordinate work, (Contractor's file, job site file, record document file, other prime contractors, subcontractors and suppliers.) D. Shop Driwings (ire cu�toin prepared dritis and shall show and identify item(s) to be furnished arid gNe location, arrangement, scale, details, sizes, dimensions, performance choructcriatics, capacities, wiring diagrams, finish and other pQrtInent information. Each individual item sholl hove its own separate sheet provided for cpproyal. (Example: Sepirate shouts far each poriellboard.) E. All shop drawings shall be checked and signed by this contractor and General Contractor prior to submittal to the Architect/Engineer. SHOP DRAWINGS SUBMITTED WITHOUT THE CONTRACTOR'S STAMP OF APPROVAL AND VERIFICATION WILL BE RETURNED BEFORE THE ENGINEER WILL REVIEW SAME. Equipment, materials, etc., not rureeting specification, and/or drawing requirements shall lbe returned to the supplier for corrections before they are submitted to the Arc hitect-Erigineer. This Contractor 13 reminded that only those mutQriuh; 5pecified, approved OF otherwise indicated by tire projcct speciflicatiQn5, drawings, or uddQnda will be peirnitted to be used in constructing the electrical work for this project. The first review of submittals (shop drawings) will be provided us indicated at no charge to the Contractor. However, subsequent rovi"(s) of re5utunittuls required by "Rejected" status from the orginal review will necessitate the Electrical Contractor being charged by the electrical consultant a fee of 165 par man-hour, with a minimum charge of 1100 for cach itern rp3iiiinfitted. It is Intended that ell electrical submittals be made in a complete arid timely fashion such as to permit a comprehensive arid thorough reviuw of same. F. Each shop drawing sheet shall indicate job name. G. Shop drowlng�j submitted without controctor's signatures or approval and verification will not be reviewed. 11. Shop drawings -shall be submitted on wire, devices, fixtures (Including distribution curves), gear, systems, conduit, ate. 8.U3 Product Doute: Product Dots iricludQu manufQcturcr�u printed specifi instructions. recommendations, pertinent catalog pages arid similar information. Such datu shelf be aturked to identify the date applicable to the Project. Sularnit three copies. Architect arid con�ulfitunta will review, note und record action arid make copies for their I Ore submitted copy then will be returned to the Contractor who shall reproduce and distribute copies needed for Project Work. 8.04 Quantities of materials will riot be verified by the Architect or Engineer. SuburittQ; Rovlow sturnp art shop drowings does flat constitute review of quantities listed oil shop druwIngo. 8.05 Errojlneer's rQvIew of Corripfunce Submittals will riot relieve Contractor from his responsibility for any deviations front the requirements of the Contract Documents unless Contractor, has in writing, called Engineer's attention to such deviation (it the time of submission und Engineer ties gNen written approval to tire specific deviation, riot shall any review by Engineer relieve Contractor froun responsibility for errors and/or ouils5lons in Compliance Submittals. no work shull be, fabricated until the Architect's review his been obtoined. Any Linie delay caused by correcting and retiubmitting shop drowings will be the responsibility of the Contractor. PART 9 - OPERATING INSTRUCTIONS: 9.01 file Contractor sholl submit along with tire shop drawings Of the equipment, three (3) copies of operating insisuctions for all iterns. Instructions shall be prepared by the manufacturer of the equipment. 9.02 After the operuting inutructions have been approved by the Engineer, the ContrOctor shall frurne one (1) set under plastic and mount near the equipment described. 9.0� [he Contractor shall also obtain all manufacturer's Instruction monuaI5 end provide one complete set of 'os built" drawings and turn these over to the Architect upon completion of the project. 9.04 Tire Contractor shell keep in a safe place all keys and speckil wrenches rumiubcd with equipment under this contract und shall give same to the Architect at tile Completion of tile project. 9.0 fine Contractor shall prepare (5) complete brochures Covering all systems and equipment furnished coal instolfival under his contract. brochures sholl be submitted to the Arch I toict- En rheer for review prior to delivery to tile Owner. the Engineer will retain (1) copy. file cost of th"e, brochures n1ball be included in the contract cost. Brochures oroll contoin tile following: A. Certified equipment drowirigi; eind/or catalog clutor clearly marked for equipment furnished as required for approval submission under previously detailed section of these specifications. B, Complete operating and maintenance Instructions for ouch item of uquipmerit. C. Complete parts list for such equipment itern. D. Any spacial emergency operating instructions and a list of service organizations (including addruuueu and telephune numbers) capable of rendering emergency service to tire various ports of the system. E. Riser diagrams on special sysittuni. 9.06 Brochures shall be bound in [Furd fiberbourd covers or loose-leaf binders. If loa2e-leof binding is used, each shout shall be reinforced to prevent tearing from continued usage. Earl) brochure shQII hive the following Information cloudy printed oil its front cover: A. Project name and address. 8. Section of work covered: "Electrical Work". 0. NQine arid address of Architect. D. Noine arid address of Engineer. E. Name ouid address of Contractor. F. Telephone number of Contructor, including night or criergency number. 9.07 Ili addition to those written Instructions, eu0i respective Contractor shall fully and Carefully instruct tire 06ncr, or his representatives, us to the proper operation, care and nruintencuice of coot) system Cad its equipment. PART io - COORDINATION AND BUILDING CONDITIONS 10.01 file Contractor u1nill visit tire situ end determine all existing local conditions affecting work in his contract. He shall exornine architecture[ drawings und specifications to fornificrize hifirself with tile type of construction to be used for oll work und how it will affect the installation of work it) his contract. 10.02 Failure to deterudne exiiting corldfitions or the nature of exialing or Few construction will riot be considered (is a busis for the granting of additional corn pan so tion. 10.03 Inc drawings have been prepared to cover all electrical work under this contract. [lie Contractor is referred to oil other Contract drawings to guide him it) the proper installation of his work. 10.04 Ire Contractor shall fully fornilictize himself with tire near drawings, elevations, details of construction, feeders, fixtures, conduit, wiring, service, etc., insofar us it may uffect the installation of tire work under this specification in order that all necessary materials and labor troy be provided even though riot specifically referred to on tire drawings or culled for in the specifications. 10.05 As the drowinris are genurally diograrninutic, tire final layout of tile work 8holl be. subject to the approval of the Architect but tire Controctor shall be re�iponsilblo without Increase in contract price for tire coordination of oil work under various divisions of the specifications. 10.06 [his Contractor olholl confer with other Contractors firstallinri work which may affect bit; work and must arrange his conduit, atc�, it) proper relation to such work. Any damage resulting from his neglect to do so must be puid for by the Contractor. 10,07 Where accessary to fit and center with pending of ceilings und wall spaces, the Contractor must, (it his own expense, shift the lighting outlets or other outlets (is required by the Architect. 10.08 All outlets chill be set in such a manner us to flinisir flush with wait und coding lines unless rnarlkcd to be exposed or surface mounted on the drawings. The height of brackets, switches, outlets, etc., crQ to lip as directed, 1,.Og The ' , Contractor shall obtain from the Architactural and Structural drawings the exact location and -size of spaces available for his apparatua and material air,] shall install them accQrdingly. In cuse the space allowed is riot sufficient, OF (in obstruction interferes with placing (hum as shown or specified, the Contractor shell obtain instructions from the Architect und shell install them as directed without extre Charge. 10.10 Thu albuyu pruvii;iuF5 refer only to due exactness Of positions that cannot be deteaWred from the drawings and do riot perulit placing apparatus distinctly different from that shown oil the drawings. 10.11 This Contractor sholl do all cutting and patching of building materials required for the Installation of work herein specified. No structural inerriber shall be cut without the apprGVCI of the Architect und all such cutting shall be dorre in a manner directed by him. 10.12 All patching shall be done in a nerit and worknincric-Ilke manner, nFecting with the upprovoil of Bra Architect, by mechanics of the particular trade involved, 10.13 Any holes or voids created in floom, ceilings and walls, including any spaces or gaps around conduit or CqUipfflent pu5nrg through such urQuo, which compromise the applicable rating of the floors, ceilings or walls, shall ba sealed with an inturnescent rul conforming to Architectural requirements. All installations shell be per manufacturer's exact instruction-,. 10.14 All drilling of holes through cosm;rcte shall be uccurotely and carefully done by using a powered concrete drill. The use Of a star drill or air hummer for this work 5hull not be permitted. 10.15 All pointing shall be performed in accordance with fire Architectural specification section on "Painting and Finishing". All colors arid Finish applications 5hall be us directed by the Architect. (Painting is not required of receptacles, 2witchei, circuit breakers, etc., unless specifically so noted on the drawings.) 10.16 The Electrical Contractor shall confirm the exact electrical requirements for all equipment supplied by others arid Installed or connected by the Electrical Contractor. [he specific work performed for the Installation of any equipment shall be in conformance with tire requirements established by the shals drawings of the equipment supplied. In tire event the shop drawings establish requirements di�tinctly diffurant than tho rviulrements shown in the contract documents, the Contractor shall be entitled only to an adjustment of the difference between the work shown and the work required wi Lit fu I I credit for labor and materials shown on the original druwirg5. 10.17 The Electricul Contractor shall provide all trenching und backfilling for underground conduits. Unless noted otherwise in other division-, of these specifications, all trenches shall be backfilled arid compacted with material defined by the United Soll Classification (is ME or CL (oilt arid clay of law to rnedium plasticity). Compaction shall be to 90% of ASTMI D698. PART 11 - PERFORMANCE 11.01 Provide as part of the work of this contract, in addition to the first year guarantee oil equiparent arid materials, the following described routine maintenance and ingisection. (The Corp year time period will not start until each and every item is complete in accordance with drawings and specifications und uccQptcd by the Owner). Check ell emergency 5Y-JiuraS� Central, fire alarm, transformers, etc., correct and adjust same. this set vice to be provided during the guarantee period. PART 12 - SYSTEM 12.01 System: Distribution chouractprlotic�a 4iall be us indicated on druwings. PART 13 - GROUNDING 13.01 All conductors, motor frames, etc., that require grounding shall be grounded it) accordance with tile requirements of the National Electrical Code, local power company arid Ideal electrical codes. All ground connection. to ground rods shoill be with U.L. approved ground clomps, Provide additional ground too-, as required to achieve a resistance of 25 Ohms or To:;, per N.E.C. 250-84; at the request of the Engineer provide a ropy of the ground test results. Multiple ground rods (when required) shall not be loss than 6 feet apart, PART 14 - ADJUSHING, ALIGNING AND IESTING 14.01 All cquilinFunt. -.Irull bu checked for proper adjustment and bollunce. All paridbourds, distribution panels, switchboards, and trun5furmeri; shall be bclanced to provide a balanced load on each phase, A complete record of all such adjustments ahrill be made. Final readings �hall be submitted to the ArahitQo;t-EnginQer for records. The Contractor shall proVide all equipment, instruments, gouge-, motors, etc., no required for the complete checking of these systems. 14.02 Meciluniams of all electrical equipment shall be checked, adjusted, and tested for pfoper operation. Adjustable parts of oil lighting fixturee and other electrical equipment shall be checked, adjusted. and tested as required to produce the intended performance. 14.03 Completed wiring system 5fiqli be free from open or shorted circuits. After completion, this Count(uutor shell perform tests for insulation resistance in accordance with the rQquIrQrnents of the Noutiounal Electrical Code. 14.04 The Contractor shelf maintain service art,] equipment for tile testing of electrical equipment and apparatus until (if] walk I,; approved arid accepted by the Owner. A first class voltmeter and immetur shall be kept available at all times and this Contractor shall provide service for test readings when an(] as required. All test readings sholl be recorded on art approved form cold submitted to the Architect. 14.05 Before final acceptance to made, this Contr(ictor 51holl, (it his own expense, frorne under plastic tire sequence of operations of the sound syatorn, controls, fire Qlarrin, ulLc., for ou�h und uvQry Real requiring instructions. These instructions shall be mountQd as directed. He shall cover surne with Architect and/or his selected portie,, arid shall adjust all apparatus und place settle in satisfactory operating service as approved by the Architect. 14.06 Flnul Observation wili be rnade upon written roqutiut from the Contractor after the project is complete. At the tirne of final observation, the Contractor shall be present or shrill be represented by a person of authority. The Contractor shelf demonstrate, (is dfirectod by the Architect -Engineer, that his work fully curnipliQa with the purpose and Intent of the drawings and specifications, All lobar. services, and all instrurnQnU or tools necessary for such doinionstration art,] tests ilrull be provided by the Contractor. PART 15 - MOTOR CONTROL AND SPECIAL CONNECTIONS 15.01 The Eloctricul Contractor -,hall furnish, Install and connect all wiring, conduit, boxes, toggle switches, thcrurrol switches, disconnect switches, fernote pajh-button stations riot included in friognetic starters, etc., for all equipment requiring electrical power that I-, furnished by other contractors and/or the Owner, as required for a complete and operutable systear. [ire Electrical Contractor shelf receive, install and connect all magnetic storters and contrullers, capacitors, power factor correction devices, transformers, alarms, bells, horrig, relays, remote switches, etc., for equiprient supplied by others, (i.e. starterg, capacitors or power factor correction devices for mechanical equipment, etc.). In general all major equipment will be 5pecificl to be factory prewired with Only service and interlocking required at the site by the EloctrIcul Coritroictor; however be j1holl check all divisions of the specifications to verify if tire equipment is ,pecified factory prewirod and if not, their it sholl be the responsibility of the Electrical Contractor to provide the Complete wiring of the equiptnent. in accordance with wiring diagrams, and Lernperrilburu control drawings provided by tire uthur controctOrs and/or the Owner, to the Electrical Contractor. All interlocking of equipment shall be by the Electrical Contractor. 15.02 All control equipfflent requiring piping connections to air, water, stourn, etc., line-, such as pneumatic electrical relays, remote bulb temperaturr, controls, solenoid valves, oquaotouts, TFQ�uuro central, rtc., Nil] be furnishpd and installed under "MPchunical Work". 15.03 All line and low voltage wiring, conduit arid connections required to Control equipment and/or dampers oure a part Of this 3ectim. Provide arid install line or low voltage wiring to ell dampers (is required for system Operation. All low voltage wiring, conduit, corrections arid/or terminations are by the Electrical Contractor unless specifically noted Otherwise within the bidding documents. 15.04 It �hull be assurned the Contractor has familiarized himself with the equipment to be furnished by the other contractors andAr the Owner in connection with thi5 work end that provisions for such Connections and work have been included in the Corilurictor's pricu. In no couse will extra remuneration be ollowarl for such work. 15.05 Connections to all equipment have blien designed for units as upucifiud on the drawings or ill tire IpQcificatiorri. In I event equipment or controls differ on cpproved mechanical shop drawings, it sholl be the re�ponsllbllity of the supplying contractor to coordinate electrical corrections to the units and reimburse Electrical Contractor for any chun9cu in system design. These changes shall not. involve additionul Coat to the Owner. PART 16 - GUARANTEE 16.01 This Contractor. by the acceptance of this specification arid the signing of his contract, acknowledges his acqualritunce with the requirements arid guarantees that every part used in constructing the system us heruin described will be of the beat of its respective kind that can be obtained and will be erected in a most thorough and substantial manner by noriel but experienced workmen. 16.02 He guarantees that all cundult as provided within arid by this specification will be free from all obstructions of every description and will be fr- from holes or broken places arid be well bonded together. He guarantees that all wiring and conduit to) be used in construction of this project will be new and unused. 16.03 Ho further guarantees to hold himself responsible for any defects which may develop in uny port of the entire system, including apparatus and applionceo provided under this section of the specification. and to replace and makes good without cost to the Owner any such faulty purto of construction which develop defects at any time within one year front dote of final certificatirn of rimpletion find acceptance, Provide nrianufucturQr'u engineering and technical staff at site to analyze and rectify problem-, that develop during guarantee period Immediately. If protilcirris cannot be rectified itruriedately to the Owner's satisfaction, advise Architect in writing, describe efforts to rectify situation, arid provide analysis of cause of problem. Architect will then suggest Course of action. fine ElQctricul Contractor shall roplao;o material (;rid equipment thit requires excessive service during guarantee period us defined und as directed by the Architect. This guarantee does not include ordinary lamp failure. 16.04 Use of systems provided under the Specification fur temporary services und foilitles shall not constitute Final Acceptance of the work nor beneficial use by the Owner, arid shall riot institute guarantee period. PART 17 - SUPPLEMENTARY CONDITIONS 17.01 Supplementary to ell other terms of the contract, this work shall be performed subject to the following conditions, 17.02 Materials and equiponurit installed oil this projucl: sholl be first class in quality and shall be new and urrusedl� 17.OJ Workmanship on this project shall be first class work performed by the experienced licensed mechanics of the proper trade. 17.04 Work under this contract sholl be adequately protected at all times. Temporcry racevoys shall be kept closed crid all raceways shall be installed clean and free frorn dirt and givasu, 17.05 5toucge, parking, signs, advertisement, fires and sniolking shall conform to all applicable regulations and/or directions of the Architect. 17.06 Measurements on job end -,hop ljyjut3 required for Installation of work shall be the re5punibility of the Contractor and acceptance of work 13 subject to opprovd of shop drawings by the Architect. 17.07 Contractor shall furnish all hoists, scaffolds, sLoiging, runways and equipment necessary for the completion of this work. 17.08 Obtain and pay for all required Plectrical pannits und licenses. 17.09 Maintain lights and quards required for safety. 17.10 Remove temporary service after use. PART 18 - CONTRACT CHANCES 18.01 All changes or deviations from tire coiiL(oict, ifichudIng those for extra or additional work, must be subcnitted in writing far Lhu cipprivoil of the Architact/Engineer. No verbal itcers will be recognized. PART ig - RUBBISH/CLEANUP 19.01 All rubbish resulting frour the work herein -specified 3hull tre periodically removed by this Contractor. 19.02 Clean all electrical equipment and materials of oll foreign matter (both inside and out). Clean all light fixtures using only methods and materiels (is recounniended by the 1110aUfucturar. PART 20 - PROPOSAL, 20.01 The Contractor shall cinsult the General Conditions and the Proposal Form for proposals and subdivisions of the work required - PART 21 - EXTENT OF WORK 21.01 Tho extent of the work under this heading of the contract shall be the furnishing of all plant, labor, matericla, and equipment as required to complete, wock as shown on the drawings and us specified under this heading, end all plint, abor, materials and equipment not shown on the drawings or specified, but necessary to make installation Compete in accordance with the intent of the Contract, to provide first Class, complete, and Operative installation throughout. PART 22 - TAXES 22.01 Contractor shell include Oil OPPITCOL)IC IOCCI, 3tOtu oind federal taxes in his bid. Conililt tire Supplementary Conditions of these specifications relative to uny and all tax exemptions permitted for this project. PART 23 - "AS -BUILT DRAWINGS" 23.01 E.C. shall prepare and submit to the Engineer, upon completion of the project, one complete set of reproducible "As Built" drowings for tire electrical portion uf the prujQct, 23.02 Drawings �Iiull courly indficutu uny and all approved deviations (i.e. addendum items, change order date, etc.) from tire Project Did Documents. 23.03 Those drawings will become the property of the Owner and will be for his future reference file, record docurnent. DIVISION 16 ELECTRICAL SECTION 16020 BASIC MATERIALS AND METHODS PAR r I - CONDUIT 1.01 Materials: A. All conduits and raceNoys shoill be (is listed below. Type AC, MC Or NM Coble, systems will be ullowud whale acceptable to the Local Authority Having Jurisdictiuri. 0. Rigid conduit and intermediate metal conduit-, (IMC) shoill be standard size, [lot dip galvanized steel conduit, minimum 1/2" trade size, us manufactured by Triongle PWC, Inc., Allied, or equal. Rigid conduit arid IMG shelf be provided with threaded littings orrid Couplings. In trade sizes 2-1/2" to 4", Contractor may use Allied 'KwiliCouple' fittings in lieu of individucl sted Couplings. Whore 'Kwilk-Coupo' fittings ore used exterior for vertical risers, install fitting with toper end up. A 11 green" ground wire, sized par NEC 250-95, sqrofll be installed in ill conduits containing phase conductors. C. E.M.r. (thinwull conduit) shall be minimurn 1/2" trade size, as manufactured by Triangle PWC, Inc., Allied, or ecucl. Provide EMT with Thomas und Betts, or equol, U.L. listed steel at- die-cast type fittings. Indenter type fittings shelf riot be used. Contractor may use Allied 'Kwk-Fit' fittings in lieu of individual fittintiu. A %recri" ground wire, sized per NEC 250-95, uhull be insLoillQd in all conduits containing phose conductors. E. M. f. conduit shall not be installed in earth or b low grade. D. All conduit installed IF wet locutions, exposed exterior to the building, or subjected to phy�icul abuse (i.e. industriul locations), sholl be rigid steel conduit (O.R.S.) or Intermediate metal conduit (I.M.C.). All conduit instolled in earth or below groide �Ifiull be rigid steel conduit internediote rnetul conclut or U.L. approved schudule 40 P.V.C, conduit. E. Thin will conduit (E.M.T.) lady be used where code permits except as outlined above. F. Short runs of galvanized or liquid Light steel flexible conduit may be used when approved by the Engineer. (Minimum 1/2" trade, size.) A soperato "green' ground conductor (sized per N.E.C.) shelf be Installed in all flexible conduits. Type AC "Armored cable", Type MC "Metcl-clad Coble", or "OX' cable shall riot be used it) any manor unless supplied as port of a mornifictured flexible wiring systern for lighting arid approved by the Engineer. 0. U.L. approved schedule 40 P.V.C. conduit may only be used whore conduits ore to be Fur) in earth or below ulebs. P. V. C. conduits shall not be used above grace inside or outside of the building, unless -specifically noted otherwise on the draoingi. Use G.R.S. oils and risers, both hotizointal and vertical. Use Conduit adapters when converting from P.V.C. to steel conduit. Branch circuit arid feeder P.V.C. conduit to be j/4" min. Concrete crease all conduit Installed below grade where so not,d on the drowingo, (U.L approved ocifiedule 40 P.V.C. with Plastic spocaru). All P.V.C. conduit uhull be provided with a .cparate "qreen" grcund conductor, sized per N.E.C. 1.02 Bu,,,hirnys and Locknuts: A. Whete conduits enter boixQs, they �hQll be rigidly clumpQd to the box by double locknuts und ba5lbirup. Conduit shall enter the box squarely. Bushings arid locknuts shc1l be mude of malleable iron arid shall have shurp clean-cut threuds. 1.03 Conduit Instullution: A. Where conduit sizes ore riot �Ipecificully Indicated. provide sizes in accordance with tlba� requirements of (he N.E.C. B. Conduit work it) general shall be instrilled concealed in wulls, floor and roof construction or concecled within furred spaces. Expo -,,d work shall include only feeders and short connections to equipment in equipment room unless noted otherwise. All exposed Conduits (where approved by the Erigincor) lbull be routed parallQ1 and/or perpendicular to building elements. C. Conduit to be Installed to Dre requirements of structure arid to the roquitourrents of fill other work on tire project. Conduit shall be Installed to clear all openings, depressions, pipes, ducts, rQ;nforcing steel, etc. Conduit set in forms for concrete structure shall be installed ill such a manner that installation will not affect the strength of the structure. Coordinate Installation with Structural Engineer for conduits rising up I floor slabs into buttorn of poinellboords. Minimurn distaric e between conduits sholl be 6". Maximum size of conduit perrflittCd ill concrete slabs, if so approved by the. Architect, 'is 1" truda size. D. Conduit shall be inst(illed continuous between connections to outlets. boxes and cabinets with a minimum possible number of bonds and not more than the equivalent of 4-90 degree bonds lbeLweQn J-1box cormections. Bends shall be smooth and even and shall be made, without fattening conduit or licking erriniel. Radius 0 f bonds shall be (is long us possible and never he r ter than the corresponding trade elbow. Long radius elbows shall be used where necessary. E. Conduits shall be securely footeried in place with approved straps, hangQr% and stuul 5uppotLu us required by (he National Electrical Code. All surfuce ricunted conduits oil walls below eight foot above grace shall be secured with conduit straps, rl 0 clarrips, Tire use of wire, plumbers straps, etc, will not be permitted. F. Junction (end pull boxes shall be instolled whore shown oil drawings und additional boxes shell be installed if requited for pulling of wire, provided location und inatc1lortion is approved by the Architect. All boxes shall be code gouge construction with screw type covers and shall be installed in ucce2silble locutions. 0. Conduit shoill be roomed cold thoroughly cleared before installation und kept clean after instoldation. Openings shelf be plugged and boxes sholl be covered us required to keep conduit clean during construction. All conduit shall be fished clear of obstructions before the pulling of wires. All conduit 5hull be as sized ulbove and sholl riot be smaller than N.E.C. listed minimum requirements. H. All work sholl be protected uguinst durrage during construction and any work damaged or Froved out of fine after roughinq-fn shell be iepoired ond r"et to the upprovol of the Architect without (idditionul coot to tile Owner. I.Conduit terminations at polnellboorcI3, awitchlboards, rnotor control equipment, junction boxes, etc., 31brill be cli(jncd and installed true and plumb. Wood or steel bucks or templates shull be used where required. 1his work sholl clso include all steel supports as required for mounting of ulcctriccl equipment excepting only vvirere steel supports (ire specified to be furnished under another specification hooding. J. Where conduits cross construction expansion joints, Contractor shall provide Appleton XJ or uquol expansion couplings with copper bending jurnpQrs. K, Where conduits (ire installed in concrete, all cormuctor3 and couplings shall be water tight or rated for direct burial in concrete. L. Mechanical equiprirent service clearances and eluctrical apparatus service clearances us specified in their respective uriariufucturer's product duto sholl be nruintuined free from conduit obstructions. PART 2 - WIRES AND WIRING 2.01 American, Southwire, Essex, or equal code gouge wire, rated 60OV, finished with fadeless color coding and soaring UnderwriLer's abel. Wires shall be soft annealed copper with properties conforming to fit(, National Electrical Code requirernents. No. 8 ginitio arid urger shall be stranded and No. 10 gouge and smallor may lb, solid or stranded, unless noted otherwise art the drawings. Stranded conductors shall only be coed art devices and lugs Ural: ore U.L. listed for use with stranded conductors. ALUMINUM WIRE WILL NOT LFALOWFIL 2.02 Wire smaller thori No. 129 gouge Orull not be used unless ipacificully called for on the drawings. 2.03 Unless rioted otherwise on the Eloctricol drawings or hereiri, all wiring for all systerns shall be routed within conduit, shall be of the surne irriulotion type arid shall be continuous between outlets and boxes (with no splices or, Lips into Conduit). Splices and Lupo in outlet boxQs shall be twisted joints. U,L. approved pre -Insulated spring pressure Connectors shull be used fur brurich circuit connections. Connectors shall be installed so that all conductors ore properly Insulated. 2.04 All control wiring shall be copper, solid or stranded, #14 00. or larger depending upon current requirernents, with Insulation type for 90 C. rating. Where stranded conductors (ire used. provide witin spude type insulated copper tennincls. Unless rioted otherNfso oil the Mechanical drawings or herein, all muchunicol control wiring for all systems shall be routed Niffifn conduit, shelf be of the. soune Insulation type and sholl be continuous between outlets arid boxes (with no splices or Loss Into conduit). 2.05 Sue riser diograrns arid/or other sections of the Specilications for types and ratings for sound, fire ulorri, control cold Other special coubles. 2.06 Wires for general use within the building shall be typo IHHN or type THINN, 00 degree rotad except where called for otlb�rNlse on the drawings. Type fHHN or type IHWN shall be usual at the temperature rating of equipment termination lugs, environruentol conditions, and as Code ullows. Wit" for other than general use shall be (to hereinafter specified for specific ser�oices. 2.07 A "groorr' in,,uluted ground conductor, sized per N.E.C. 250-95 and/or as shown oil the drawings, shall be in2talled in each conduit containing phase Conductors. 2.08 Where quantities of conductors it) a raceway system urre riot specifically indicated, provide the number (is required to inaintuirl function, control and number of circuits as indicated, 2.09 All cQnduCLuiu ulball be identified ul: oil termination points arid in oil pull and �unction boxes by the followinij method of color codirrop 208Y/120 Volt Srstpm Phase A Black Phase B Red Phase C blue Neutral White Ground Green 2.10 All conductor. size #6 AWG arid �Fnolar shall have colored insulaticn. Where conductors with black Insulation (ire used for the larger wire sizes (#4 AWC ind larger), color coding shall be provided with two (2) layer-,, One-half topped, if No.35 colored Scotch Vinyl electrical tape. Where any conductor is or Cori be supplied frurn un emergency sy-3tern the Contractor shall truck each conductor with an additional two layers, one-half lapped, of Purple colored Scotch Vinyl Electrical tape. 2.11 Provide u Toting of the above described conductor color code identification scherne, (it all branch circuit punellboards per Article 210-4(d), National Electrical Code. 2.12 Splices und tops for #6 arid larger conductors shall be friude with block type terminations (with FF�ulating jucket) or wit[) split bolt connectors, covered arid completely inuulouted with a ruinirrium of three hulf-lupped layers of Scotch No. J3F (105 degree C) plastic electrical tape or by approved insulated fuutarrQr. All splices and tupii having irregular �urfucaii shall be properly padded with Scotclifil putty before application of insulating plastic tape. Scotchlok dectrical pru-inuCtQd spring pressure Connectors or equal may be used far up to 1/8 conductors. PAR f J - OU ILE r BOXES 3.01 All clectricul service outlets, including plug receptocleu, larnis receptacles, lighting fixtures (arid switches sholl be provided with Failliral.1111 code sized boxes of required depth for service and appliances. Single rung 'hardly boxes' will riot be allowed. All outlet boxes sholl be flush mounted unless rioted otherwise on the drawings or berein. Boxes Installed in gyp board or pluoter finish sholl be set to not more then 1/4" behinal finul finish, Covero shall be selected with proper Openings for devices Installed in box. 3.02 boxes mounted to metal wall studs shall be mounted with Cuddy #M5F metal stud clip, or equal as approved by the Engineer. Boxua mounted to either motul or wood studs shall be mounted with Cuddy #766 forside box support, or equal as approved by the Engineer. Single rnQlLul stud box clips without box supports (ire not acceptable for mounting boxes. 103 SLctionul boxes shelf riot be used except Y�Ifiere directed and approved by tire Architect for instullution it) unploustercd tile walls arid provided conduit connections are installed conceoiled in wulls. 104 Where lighting fixtures and appliance outlets ore to be niounted art concrete or or) plaster finish on concrete, outlet boxes shall be iristolled in forms of exact dimensions from scroll unorks, colurnris, walls or tiolois. Where lighting fixtures and appliance ouflut ur,, to be mounted on moscurry wolls and/or plasterod furring or other fiini�lfi, outlet boxes shall be roiurlhQd in to general location before Installation of walls arid furring arid shall be reset to exact dimensions before wells and furring ore constructed. All outlet boxes shall be set true to horizontal and vertical lines parolld to walls, floors, and ceilings und be bruc: to finish lines. 3.05 Install all outlets in a secure Cad substantial manner und locate so as to be Compatible with space, constouction and equipment requirernents arid with the work of the other trades. 3.06 Furnish arid Install plaster rings for ull boxes instaled it) plastered (or gyp board) Ceilings arid walls if required arid allowed by local codes, Verify construction with generul constiructiun drowingii. 6.07 Dams for exterior or wet location work (whore permitted or approved) shell be Appleton or Crouse-Hind3 fype FS or FSO for sbuifiow devices and rype FD or FOG or allowed e(luul for deep de�icou. Boxes for coiling mounted light fixtures sholl have approved no -boll, fixture studs. Boxes used us junction boxes shall have beveled edge flat steel blank covers. 108 Location Of outlets oil alruwingu is upprQxirriuILoi arid Qxuot dimensions for location of Outlets shall be us shown on the Architecturril Drawings and Details, 3.09 Boxes for switches at Or near doors shall be installed on the side opipm,ite tire hinge ond within 6" of the door. Verify door swing direction prior to rough -in. 3.10 Rough -In outlets for electric water coolers so as to be concealed behind coolers, but remain accessible, in accorrduno with rucQuirnQndutlun of equipriuri. supplier. 111 firrourilh-wall boxes uIroll riot be used. Installation shall be per applicable codes with fire stepping pods manufactured by Intemutionul Protective Coating Corp or approved equal. Outlet boxes larger then 4" square shall riot be instalficcil it) fire rated walls or purtitiQns. Verify IoQutlori of fire rated walls or partitions with Architectural drawings prior to rough -In. 3.12 Provide blank cover plates for all outlet boxes riot used. Plates in finished areas shall match these 5peciflud fur switch arid receptacle devices ' Blank Cover plates for junction boxes supplied from the emergency system or fire! clann system shall be pointed red. PART 4 - INSTALLATION OF SWITCH PLATES, ESCUTCHEONS, ETC. 4.01 It JFill be the duty of this Contractor to exurninte ate plaster, Painting, arid other finishes before making Ilia Installation to Fucks sure that these accessories, wiren Installed, will Fit and cover properly and leave no open or unlirii�hcd surface �howing. He sholl refuse to complete his in5tallotion where faulty work oil tire part of otirQrs is found, arid he shull promptly report the trouble to the Architect. PART 5 - SUPPORTS AND HANGERS 5.01 Provide supports and hangers us necessary und as required to Insure a good and oulostuntiul instollation. Support raceways, fixtures, cabinets, boxes, etc., on approved type of tropeze hangers or wall brackets, us tnunufuctured by Unistrut, American Electric, B -Line, Globe, or upproved oquul. Provide steel burger rods securely fastened to or through the building structure for all lbrupezpu, etc. Do riot suspend from mechanical piping or ducLwQrk. Perforated plumber's strups or wire will not be peanittod. PARr 6 - JUNCHON. PULL AND SUPPORT BOXES 6.01 Pull arid junction boxes sholl be code gauge goilvornized steel boxes with bolted, hinged or screwed covers. Boxes olball be flush or surface mounted (is shown or required by N.E.C. and job conditions. Ifistoll Ill accessible locations. 6.02 Conductors shall riot be spliced within pull boxes. 6.03 Boxes shall be rated us sh"n on the drawings or (is required by cIpplicuble codes, Is: raintight, weatherproof, exploolorproof, utc. PARr 7 - PAINTING AND FINISHES 7.01 Pieporul:iun of the niateriul arid the materials used for priming arid finish painting uhrill be in accordance with tire "Painting" section. Finish painting shall be performed under 'Painting ' section. Priming shall be perfurnied under this section. Equipment specified to be factory -primed or finish-colated shall be the work of this section arid materials arid workrnori�lfilfs ultull be us specified it) 'Painting" section. PART 8 - NAMEPLATES AND IDENHIFICAHON 8.01 Cunercl: [lie following sholl be equipped with nornelplateo: A. All distribution equIlornent (disconnect sNitches (I'used or nonfu2edl), switchboards, ponellboards, transformers, urrotor control centers, separately mounted circuit breakers, contactors, motor starters ond relays etc.). 8.U2 Inscription: Nameplates shoid adequattly describe the function or use of the particular equipment Involved, Nameplates for porrellsoQrds und switchboards shall Include the panel designation, voltage, phase and A.I.C. rating required (See 5chedules). For exurriple, "Panel - A, 120/20B V, J-Phouse, 4 -wire, 10,000 A.I.C" file nurne used for a muchirie norneiplate shall be the same us the one used on tire machine's inotor starter, disconnect arid P.O. station norrieplutes. Nameplates for fused switches and panels shall also Indicate fuse type and size. 8.03 Construction: Nameplates sholl be laminated phenolic plastic, block front and block with white core. Nameplates for emergency systern purnelboards arid transfer switches Oboill be red front arid back aith white core letters. Lettering shall be engraved through front layer to form 1/4" white churacters (1/2" white letters for distribution panels und switchboards). Brunei switch label Ortill be 1/4" letters. Numelplotes shell be securely fusteried to the. equiparent to be identified, witin double sided adhesive backed tape. Motor nurnefolistes may be non-ferrous motal riot less than O.OY thick, die stumped. All nameplates end their instellation are port of this work. Free hund letturing or odheuivQ tape type labol morkers will not be accepted. 8.04 Speclul Electricul Systerns (fire olurro, sound system, ernergency systQrns, etc.) shall be so identified at junction and pull boxes, terminal cabinets end equipment racks with a perinurieni, waterproof mQuns of idQntification. (Example - FIRE ALARM). Free hand lettering or adriesive tupe type Tulbel markers will riot be accepted. 8.05 Wull 5wit6ioa or other control devices controlling equipment or special F(jibting control cornfigurotiuns shall have either engraved well plutes or shall be provided with enilroved nurriefoloutes. PAR 1` 9 - WALL SWIFCHES 9.01 Wall switches In general, used to control lighting, sholl be quiet operating, listed by U.L. and conform to NEMA standards cis well as the latest Federal Specification W -5-8913c. Certification that switch meets this specification sholl be submitted to the Engineer for approval. 9.02 Switches shall be single polu, two -polo, thrue-yuy, or four-way, us called for on the drawing,,. Groups of initches shall be under one cover plate. Where �jwitclres are, in fire rated walls groups of switches shall be maximum of 2 gangs under one cover plate. 9.0� All Switches shall be rated 20 A. at 125 V. - 277 V. unless specified otlfiar4w. 9.04 iwitches (Unless specificully shown otherwise): Monurf: ('Series Toggle Key Pilot P & S 20ACI 20ACI-L 20ACI-CPL Hubbell C51220 [IOL1220-L HBL]220-PL Loviton 1220 1221-L 1221 -PLR G.E. G.E.5950 O.E.5950-OLO 121-8C Bryant 4901 40901 -GL 40901 -PLR 9.05 Pilot light switches shall be illuminated toggle switch lighted red in the "ou" position. Key switches shall be moster keyed. 9.06 All switches shall have smooth surfoce, wall plates. High-irripact thermoplastic plates with filled letters may be used for engraving. Plate, 51holl be set plumb end parallel with the wall. 9.07 Color of switches und plates sholl be Ivory. PART 10 - RECEPTACLES 10.01 Convenience duplex receptacles shall be grounded twirl outlet receptacles rated 20 amperes at 125 volts. 10.02 Micro receptacles are Indicated oil the drawings as "WP" (wQutharproof) or required by applicable codes to be oveatherprouf, they shall be G.F.C.I. duplex receptacles, with a ifrdlu�trdl grade raintight single or double lift metal coverplate. 10.OJ See drawings fur speclul outlet schedule. 10.04 Receptacle body shall be fonned of hiqh-irnipact thermoplastic or area and receptacle contucts shud be Bronze. Receiptrjcle�, shall be listed by U.L. arid conform to NEMA sturldQrds us wall a, the latest Federal Specification W -C-596. Certification that receptacle Fleets or exceeds N.E.M.A. Stundurds shull be submitted to the Engineer for approval. lu.05 Receptacles: Mormf: DUPLEX DUPLEX DUPLEX CLOCK GFCI ISOLAIED CRD. (20A,125V) GA.125V) (2OA,l2-5V)- (15A.125V) P & 5 5�(IZ 2U915 IG63uu 537J�-�S Hubbell CR5362 GF5J52A CR536210 HUL5235 Leviton 5362 5898 -HO 5�62_lc 5201 -CH C.E. CE5362 CF5J42 5362-10 CE4224-5 Bryant 5�62 GFR_6J 5362-10 2828 -GS 10.06 Inutull roQoptucloa to clear oil cQUinots, equipment, et(,,. 10.07 All receptacles shell have ornooth surface, wall plates. High-irripuct thermoplastic plates with filled letters may be used for engraving. Plates uhull be set plurnis und parallel with the woll. 10.08 Color of receptacles arid plates shall be Ivory. 10.09 Provide duplex receptacle on separate circuit lbejidu each telephone terminal board location and other communication. equipment requiring 120 visit power. PART 11 - CONrACfQRS AND RELAYS 11.01 Shall be (is Friona fuc Lured by Cutler-Hurrunwr, General Electric, Sierneris, Allen Bradley, or Square "D". They shelf be as sized on the drawings. 11.02 All cQritoctors Oil d relays shall be "r, (rariqutwi) rated. PART 12 - TIME SWITCHES 12.01 lime switches by fork, Intennatic, or Paragon equal to those shown on the drawings or specified below, and approved by the ErrginoQr, will be acceptable, 12.02 Exterior lighting or interior Little switches shall be Intermartic Er70H5C Series, 7 day with courry-over, unless specified otherwise. Set time switch par Owners Requirements. 12.03 Ail tinic switches shelf be provided with morneritary contoct5 if i equired. 12.04 All time -witches shall be provided with manual bypass switches and standby battery systems. PART 13 - PHOTO ELECTRIC CONTROLS 13.01 Photo Electric Controls by fork, Interunatic, or Paragon equal to those indicated below arid approved by the EngincQr will be occtistrible. 13.02 Photo Electric Controls (Photo Switches -Photo Cells) shall be Interriatic 111<41�3 rcted at JOOOW, 277 Volts, or #K112I rated ut 1800W. 120 volts, weatherproof. Mount on north facing wall cu high us possible and orient photo electric central-, to thu north. Pholo-clecIbric cQuArols supplied us a port of u fixture assembly shall be as provided by Fixture MOrnifucturar. PART 14 - STARTERS (SEPARATELY MOUNTED) 14.01 Starters for all devices shown on oil drouNings shall be supplied by the Electrical Contructor unleos specifically noted otherwise an the druwlnrj�. 14.02 Starters shall have Faulting alloy relays or bimetallic Overloud relays (us ruquired for load served). Starter housing shall hove NEMA ruting for tire location (gerrercl purpose, weatherproof, etc.). Each starter shull Five un H -O -A GwItch in cover and control transforfrro( (if required) for controls. Sue drawings for multispeud starter requirements. 14.UJ Coil voltage hall be (is required for controls us shown on all drawings and control power transformer size shell be adequate to Provide Control functions as $flown. 14.04 Provide euch storter with a spure set of ouxiliury Contacts. One closed when the 5torter is deactivated and one closed when the starter is activated. 14.05 Overload therrinal units shall be sized on the bui;is of actual motor nameplate current. Overloads shull be non-ridjustoble NEMA standard trip and shall be ovuiloble it) sizes covering the complete NEMA horsepower. Starters shall be Cluos 20 (Glass 10 net acceptc 14.06 Sturters shall be fully NEMA rated; I.E.C. duolyin starters will riot be acceptable. 14.07 Separately nrourilLed sturters i;1bull be by the some manufacturer as the diutributiun equipment, or Allen Bradley or Furnas. PART 15 - DISCONNECT SY41"DIES 15.01 The Contractor shall furnish and install externally operated, non fused and/or fused (with Class R rejection fuuturQu), hur-,cipowar rated, disconnect switches at all points Indicated un the drawing�; or required by code. fheso switches shoill be by tire surne unurnifucturer as tire distribution equipment, 15.02 All disconnect switches shelf be fused except for rfi�connect switches that have individual fuse protection at point circuit receives it, supply. 15.03 Provide dead front type for oil exterior disconnects on grade level whuri so required by local code. 15.04 All fused disconnect switches oholl [love a niininninin toting of 100,000 A.I.C. with fuses instul]Qd unless rioted otherwise on the drawings. 15.05 All disconnect switches *hall bu provided with grounding kits. PART 16 - FUSES 16.01 Cartridge type fuses of proper size us required shall be furnished and installed for all switches end punelfiboards throughout, and an additional supply of three (3) spore fuses of each size -,hall be furnished in original packages to the Owner, Famish a TflEMA enclosure with hinged cover equal to Bujiuriurin type SFC for stodng ill 5pure (uses und locate cidjucerit to main -,urvicu Qquipmefit. Fuses for motor end Frechunicul equipment shall be sized from the numoplato duto per N.E.C. requlrcrn�nts, 16.02 Fuses shall be nFornifuctured by bu�rouruoin Mfg. Co., Could-Shoivninit Co., Littelfuse or approved equal by Engineer. Fuse types shall be filitolled as follows: Main Service arid Distribution Feeder Protection: could Bussinan Littelfuse 11hawrinut 601 claps arid larger KRP-C/K IN KLPC A40Q (Class L) 600 urnpe and less LPN -RK LLN-RK A20 -R (Clubs RKI) Motors arid P(Irnory Feeders for Transformers: 250 volts und less (Class RK5) FRN -R FLN-R TR -R 16.03 Class f fuses will riot be accepted, unless they are a part of a �Teanufacturecs assembly or approved by the Cricincer. Class J fuses noy be used us on alternate to the Class R fuses listed above. 16.04 Fuses installed on project shall be by one manufacturer only. (Do not intermix Munuflicturers PART I"I - FUSFAfS 17.01 Fustats shull be Buu5mufin "SSY" box cover unit for indoor application and "SSN" box cover unit for Qutcloor cpplications with fustat plug fuse end integral toggle switch for inotors 1/2 HP -120V. arid less. Fustats for 3/4 HP -120V. motors shall be Bussincrin "SOY" with fustrits arid sepurately mounted 20A. IP. 120V. toggle switch adjacent to fustat. Mount fu.3tat3 in housings of equipment served wherever possible, Plug fuses for motors sludl be sized based upon 1257 of manufacturer's nameplate full load amperage unless otherwise Indicated oil drawings. DIVISION 16 ELECTRICAL SECITON 16030 SERVICE AND DISTRIBUTION PART I - MAIN SERVICE 1.01 Primary: See tire plans. 1.02 Secondary: 'Dee the plains. Voltage will be 120/208-voit, �-plfiu5e, 4 -wire, WYE 1,03 Consult power company for their requirements and for coordinating with their installation. Contractor shelf provide any work thus icquircd beyond that indicated by drawing-, and/or specifications end puy for costs incurred for Utility Caripuny to install both temporary and pQrmamQut service to the project. Verify coats with Utility Cornpany prior to bidding. Contractor shad provide guard posts around ductrical transformers und ulQcUricul pedestals per Utility Company 3tandard3. PART 2 - DISTRIBUTION EQUIPMENT 2.01 All electrical distribution equipment (switcfiboard�, parielbourds, disconnect switches, transformers, starters, ate.) shall be of one manufacturer, unless specifically rioted on the drawings, in the 5pecificutions, or approved by the Engineer. Intermixing of distribution equipment by different manufacturers will riot be permitted. 2.02 Equipment layout-, on the drawings are based upon one manufacturer. Verify all actual equipment sizes witfu equipment manufacturer prior to bidding. 2.03 If luyout chunges arc required due to other clectricol manufacturers equipment size, they niust be submitted to and approved by the Engineer prior to bidding, National Electric Code working Clearances must be inulfituilical at ell times. It) tie coe will extra remuneration be allowed for layout chcnge3 that differ from these shown. 2.04 Shop drawings shall be furnished for all distribution equipment indicating the following information: A. Switchboard voltage/current rating. 3, O,,eroll outline dimensions Including weight, ovailoble conduit space. C. Switching arid protective device ampere ratings. D. Bus rating-, and material. E. One line diagram. F. Integrated short circuit rating. Adequate conduit space �Ihall be provided to meet the requirements established oil the drawings. 2.06 All itcluis of distribution equipment required to be floor incanted shall be mounted in a minlinurn � 1/2" concrete base above- floor. Concrete base to be by Electrical Contractor. PART i - BRANDT CIRCUIT AND DISTRIBUTION PANELBOARDS 3.01 General; A. All poncls shall be proVidud with key locking door. B. Poriels shall have hingud covers with concealed trim Clumps, door.- shall have loser cut irlms with concealed hinges, and flush luck, muster keyed, Where ponelbuards ore indicated on the drawings, pant!] enclosures and covers shall be of this surne size for each section. C, Key all doors alike and furnish two (2) keys for ouch lock. Douro over 48" high and double ducts shut have 3 -point latching per U.L. 50. Consult druwings for flush or surface mounting. D. After wiring, label each circuit and provide under plastic in door of pariel a typewritten jcheduie indicating load description of all circuits In panel. Mark spare brujkQrj and previsions for future breakers in pencil oil schedule for future circuit marking. E. Breakers shall have individucl plastic couses sized as scheduled on the plans. Two and three polo breakers shall have common trip (uhgle pole units with tie bars are not acccIptuble). Multi circuit breakers shall be vertically mounted. Back -fed inuin circuit breakers above 100 unips will riot be acceptable. Where spaces are ruled in the panel summary, provide all necessary bussing, device support, and connections for future circuit breakers. Provide blank cover for all 5poices. F. All putiallocuco.is shall have gronind bu�vu installed Cud grounded per the requiierneHts of the N.E.C. All neutral and ground burs shall have a minimum number of lugs equal to 667 of number of pol,, spaces in panel. G. Where Tu51F mounted panels occur on drawings Contractor shelf stub into Coiling void far future use, (1) 1" empty conduit for every four spare 20A. breakers or unused panel spaces. 3.02 Branch Circuit Ponelboiord-,: A. Punelboiorr&3 rated up to 240V (400A. rrrax) will be allowed to be "load center" construction and shall have ) short circuit currwiL rating tested to U.I., Standards for or minitnurn rating of 10,000 A.I.C. unless noted otherwise. Breaker rating with -in pand shall be equal to or greater than mirurnurn integrated equipment rating. All breakers shall be of either the plug-in typo Qr bvIt-un type. B. Branch Circuit Breaker Poinelboards: Panel Ratincl Square D Siemens C. E. C u tl a r- IT I a m r n a r 240V (400A Flex) NQOD SI/SJ AL PRLI C. Circuit Breaker Distribution Ponellbourds: All Raings I -Line S4/S5 Spectra PRL4 D. Distribution puriels located in finished roorria (other thon urrechourricul, electrical rooras or junitur recurs) shall be provided with key looking doors. DIVISION 16 ELECTRICAL SECTION 16040 LIGHTING PART I - LIGHTING FIXTURES 1.01 This wirk shall include oil lighting fixtures und Turups as specified on the drawings and herein. Fixtures shall be courpletely free of defects, dents, rust or chipped surfaces. No uracked, broken, or chipped leases will be acceptable. Fixtura�a thut ore cracked, broken, chipped, rusted, denied or otherwise damaged, shall be replaced without ridditioniol rest to the Owner. Fixtures shelf be furnished complete including hickeys, suspension ripples, and oull other materials arid equipumurt as (Qquired for hanging and supporting fixture-, in accordance with U.L. UBC, and NEC requireirrent-- This Contractor shoill furnish and install lamps for all fixtures and shall wipe fixtures and lamp,, before and after initallation. Ail recessed mounted fixtures shall be mounted with the trim flush to the finish coiling or wall surfaces, free of gopu or cracks. 1.02 Electrical Contractor shall verify exact Ceiling types in oil areas with architectural room finish schedule for exact fixture mounting (i.e., grid or flange type rriounting) prior to urdering of fixtures. Electrical Contractor shut verify celing construction details in ell creas arid provide appropTioute mounting hardware for Installation of lighting fixtures. All uurfocu mounted fixtures shell be supported independent from ceiling oyatern and shUll be securely Mounted. Lay -in fixtures 51fiall be supported directly from structure, unless culling system ties been designed for support of such fixtures. 1,03 Genercl Contractor shell provide fireproofling around recessed fixtures Installed in fire -rated ceilings per U.L. requirements, Electrical Contractor shall cQordinate. 1.04 T'voyide coar tempered glass shields on all metal halide, arid quartz fixtures, Exterior fixtures shall be constructed with gasketed ,hield and be "Ibugtight". 1.05 Provide thermal switches oil of recessed fixture, (is required by N.E.C. 1.06 All fluorescent fixture lenses shall be 100% *gin ccrylic. Sityrtne lerises shall net be provided for any light fixtures, unless specifically 50 noted an tile, dhaWirlq-3. 1.07 When different lamps in tire same fixture are controlled by separate switches (2 or 3 level lighting), tile switches shall control the surne lamp positions IF all fixtures controlled by those switches. Arrangement of switching will generally be that one switch controls middle lamp or lamps, and other switch controls outside lamps unless noted otherwise on the drawings. 1.08 All T8 fluorescent larrip ballasts shelf comply with the following fQ(Tuirernrunti; unle�o noted otherwise on the drawings. A. All ballasts shall be ETL-CBM, U.L. listed, high power factor, Class P, Energy Solver, equal to Universal SLH (for T-12 lauipu), Ortron (fir T-8 lamps),oind have a -sound toting of A or B and a THU of less than 20%. All ballasts for T-8 lamps to be electronic unless noted otherwise on the plans. B. All ballasts when Installed in ou fixture shall noil. exceed 90 degree C. operating case temperature in a 55 degree C. heat box. C. 3allosts, shall be guQrantaQd riot to Overheat capacitor insulating media beyond manufacturer's warrenty limits. D. Ballasts stroll be as manufactured by Sylvania, Motorola, Magnatek, Unive(sul, Jefferson, Howard, or Advance. 1,09 H.I.D. Fixture Ballasts shell be capable of starting and operating the specified lamps within the lirrilts specified by the lamp manufacturer. [lie ballast shall limit lornis wattage variation to 0 maximum of +5 percent from nominal. At rated finu, voltage the ballast shall have ou inininium power factor of 957. ballast primary current during lamp starting must not exceed current during normal lamp operation. The ballast must reliably start and operate the lamp in ourbierit touriperatures down to -20 degree F. where installed outdoors and down to +20 degrees F, where installed indoors. The ballaut shall be capable of withstanding continuous operation with the ballast secondary in a short-circuit condition without loss of ballast life. Ballasts shelf be Jefferson, Sylvania, Universal, Mayrietck, Advance, Vide -Lite, Holophoinc or Westinghouse. 1.10 Incundu,-..-.,nt lamps shall be inside frosted unless otherwise culled for in the fixture opQcificotlons, (Rated at 130 Volts). Incandescent lamps shall be as manufactured by Philips, CZ, Sylvania, or equal approved by the Engineer. 1.11. Fluorescent lanips, unless rioted uthQrvolot oil the druoyingi, shall be �% for T-8 lamps and shull be manufaclLurud by Sylvania, Phillips, O.E. or equal as approved by the Engineer. 1.12. Metal halide lomps shall be Metalarc/C (coated) as manufactured by G.E., Sylvania, Philips, or equal upproved by the Engineer. Refer to lighting fixture manufacturer for lorrip type. pl_:�_ THE ARCHITECT AND ENGINEERS WILL NOT f3E INVOLVED WITH 1511DIDING AND NEGOTIATION PLEASE DIRECT ALL QUESTIONS CONCERNING DRAWING6, 5FECIFICATION5, 5UE33TITUTION5, CLARIFICATION5, 5I17->Pr=R;5 LISTS, 51D 1�)IJF= DATE, ETC. TO THE OWNERS CON5TRUCTION REPRESENTATIVE JOEL PALMER PHONE: '341-920-2643 FAX: 40-1-1-14-&69-1 ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXANNE ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx316.262.0002 PRINTS ISSUED 4/4/01 FOR PERMIT JOB NO. drawn: 06045.2 checked: ELECTRICAL SPECIFICATIONS 07058-009 (D copyright 2001 VALUE PLACE SECTION 16720 - FIRE ALARM SYSTEM PART 1 - GENERAL 1.1 SCOPE & RELATED DOCUMENTS: A. The work covered b this cocoon of the specifications Y P includes the furnishing of all labor, equipment, materials, end performance of all operations in connection with the installation of the Fire Alarm Systern Network shown on the drawings and as heroin specified and as directed by the Architect/Engineer. B. The requirernents of the conditions of the Contract, Supplementary Conditions and General Requirements, apply to the work specified in this section. C. rrhe complete installation is to conform to the applicable sections of NFPA-71, NFPA-72, NFPA 90A, Life safety code 101, ADA, FM, UL, Local Code Requirements of the City and National Electrical Code with particular attention to Article "Fire Alarm Systems", unless noted otherwise in these specifications or on the drawings. D. The work covered by this section of the specifications is to be coordinated with the related work as specified elsewhere under the project specifications. E. The installation shun be per the manufacturers rules and specifiootions. F. Tire rnunufucturer shull be licensed and certified in accordance with any City Ordinance, and shall provide Certificate upon demand of the building owner, architect or engineer. the manufacturer shall coordinate and provide a test of the system in the presence of the Local Fire Department - Fire Prevention Division in accordance with the Fire Departments Testing requirements. The manufacturer shall submit any or all calculation and diagrams to City or State Fire Departments as required to get systern approved. G. It shall be the responsibility of the Contractor to provide all equiprnent arid material compatible to the systern supplied. All equipment Shull be located as shown on the drawings. Any equipment or proarnmming not specifically mentioned in this specification or not shown on the drawings. but required for approval by the Locul Authority Having Jurisdiction or required for the operation of a completely functional systern shall be furnished and installed. H. Fire alarm drawings from manufacturer arid progranirning displays on final read out shall indicate owner approved room numbers. 1.2 QUALITY ASSURANCE: A. Each and all itprns of the Fire Alarm System shall be listed as a product of u SINGLE fire alarm system manufacturer under the appropriate category by Underwriters' Laboratories, Inc. (UL), and sholl bear the U.L." label. All fontrol equipment is to be listed under UL category UOJZ us a single control unit. Partial listing J v J J P e shall NOT be acceptable. TTi_ � stern components shall e p y p meet the requirements of the Americans with Disabilities Act (ADA). B. All equipment shall be U.L. approved for both fire and security and installed in accordance with the requirements of the National Electric Code, Americans with Disabilities Act (ADA), local codes end these specifications, with the stricter requirement governing in case of possible variance. Systems equipment shall be jointly guaranteed by the Electrical Contractor arid the systerns' manufacturer for a period of one (1) year from the dote of acceptance. C. Manufacturers equipment shall conform to the standards herein and the manufacturer must supply proof of having produced similar equipment for at least ten years, provide the Engineer with a written history of similar local systerns now rendering satisfactory service. Supplier of this equipment must also have had service and sales of the same equipment for the past 4 years. The supplier sholl be licensed and certified in accordance with any local laws and ordinances and shall provide proof of carne upon' demand of the building owner, Caverning agencies, Architect or Engineer. The manufacturer shall coordinate and provide a test of the system in the presence of the local Fire Department in accordance with the Fire Departments Testing ruquirernents. 1.3 GENERAL: A. Equipment shall be a 4010 it 4100 LIFE ALARM system as manufactured and supplied by Simplex little Recorder Co., as required for the number of identified sensor's. Maximum number of devices on a circuit shall not exceed 80% of the ruled capacity of the circuit. Unless otherwise indicated; the systern shall be the standard product of one manufacturer and shall be factory coordinated. B. Systems as manufactured by Notifier or EST equal to those specified and approved by the Engineer, will be acceptable. Manufacturer shall submit to engineer prior to bidding proposed equipment list. C. 'Sensor" us described in this Specification for smoke, heat, and duct sensors is a descriptive terra used by Simplex arid shall be o terra interchangeable with "detector as indicated on the Drawings and NFPA 72. 1.4 OPERATION: A. The fire alarm control panel shall monitor uddressuble devices within the buildings and shall report to the annunciator panel. B. The F.A.C.P. shall be 24 VDC operation with 120 VAC operating power. Internally mounted, properly sized, sealed gelyte lead acid botteries sholl be provided for operating the systern in standby mode fur 24 hours followed by alarm mode for 5 minutes. C. Provide alarrn initiation from manual stations located at each exit, automatic smoke/heat sensors located as shown, sprinkler water flow and sprinkler tamper switches. Provide audiovisual alarm indicating devices on the inside. All devices shall be located as shown on the drawings. D. Provide a alarm indication per Value Place standards when any fire alarm initiating device described is activated. Alarm indication requirernents will very depending on device activated. E. Provide the closure of all smoke doors during a general alarm. This function shall remain in effect until the systern has been completely returned to its normal state (silencing of signals alone shall not reset this control status). Where connections ore shown to door holders and smoke sensors provided with door hardware, provide capacity in the control panel to power the door holders provided with the door hardware. Provide additional 10 percent power capacity in the control panel for additional future door holders. F. 'The entire systern may be reset only following the resetting of individual alarrn initiation devices and a resetting procedure within the F.A.C.P. system trouble indication devices shall continue to operate until this operation is complete. G. Provide separate zone annunciation for each flow switch plus a common zone annunciation for all tamper switches. H. Provide Digital Control Communicator (DACT) to comply with applicable FCC codes. Unit shall feature either pulse or touch tone dialing. "Call waiting" tones shall riot prevent proper operation. It shall feature full line seizure with on board relay. Cornrnunicator shall transmit upon any alarrn activation in the building. Verify format and provide interface as required. Mount communicator on wall adjacent to control panel and provide wiring between communicator and monitoring control panel per manufacturers requirements. First year monitoring fees shall be included in the Contractors Did if monitoring is required. 1.5 CONTROL OPERATION: A. the fire alarm control panel shall allow for loading or editing special instructions and operating sequences as required. The system shall be capable of on site programming to accommodate and facilitate expansion, building parameter changes or changes as required by local codes. All software operations shall be stored in a non-volatile programmable memory within the fire alarm control panel. Loss of primary and secondary power shall not erase the instructions stored in rnernory. D. The ability for selective input/output contral functions based on ANDing, ORing, tinning and special coded operations shall also be incorporated in the resident software programming of the systern. C. To accommodate arid facilitate job site changes, initiation circuits shalt be individually configurable on site to provide either alarrn/trouble operation, alarm only, trouble only, current limited alarm, no alarm, normally closed device monitoring, a non -latching circuit or an alarm verification circuit. D. To accommodate acid facilitate job sita changes, indicating appliance circuits sholl be individually co nfarable on sit,,. to provide upon activation a fast marchtirne, slow march time, temporal code, PHIS code or a master code until silenced or reset upon any output circuit. The PNIS coded pulse on and off time may be selectable on site to provide 16 different duty cycles between % second and 5 seconds. E. The systern shall have the capability to store a minimum of 300 alarms arid 300 troubles in a historical data file. F. An alarm shall be displayed on on 80 character LCD display. The top line of 40 characters shall be the point label and the second line shall be the device type identifier. The system ularrn red LED shall flush on the control panel and the remote annunciator until the alarm has been acknowledged at the control panel or the remote annunciator. Once acknowledged, this sortie LED shall �. A subsequent alarm received from „ al latch of „ubeegc another zone after acknowledged shall flash the system alarm LED on the control panel and remote annunciator. The LCD display shall show the new alarm information by device as applicable as follows: 1. Manuel stations, smoke sensors each floor 2. Sprinkler systern flow switch (typical each zone) 3. Elevator heat sensor, elevator equipment roam 4. Sprinkler system tamper switch (common for ail zones) 5. Elevator smoke sensor, main floor 6. Elevator smoke sensor, all remaining flours 7. Elevator smoke sensor, elevator equipment room 8. Kitchen hoodif installed) ) I G. A pulsing alarm tone shall occur within the control panel arid the remote annunciator until acknowledged. H. The activation of any systern smoke sensor shall initiate an Alarm Verification operation whereby the panel will reset the activated sensor and wait for or second alarm activation. If, within one (1) minute after resetting, u second alarm is reported from the same or any other smoke sensor, the systern shall process the alarm as described previously. If no second ularrn occurs within one minute the system shall resume normal operation. The Alarm Verification shall operate only on smoke sensor alarms. Other uctivuted initiating devices sholl be processed irnrnediately. The alarm verification operation sholl be selectable by zone. I.The control panel shall have the capability to display the number of times a zone/device has gone into a verification made. J. Alarm verification zones shall have the capability of being divided into seven different groups where by only two verification zones from a group will confirm the first activation and cause the panel to follow programmed alarm sequence. K. Fire Sprinkler System: 1. The control panel Shull have a dedicated Supervisory Service LED and a dedicated Supervisory Service Acknowledge Switch. 2. The activation of any standpipe or sprinkler valve tamper switch shall activate the systern supervisory service audible.� ( t l signal and illuminate the LED at the 9 control panel e and remote n i ti n h to annuciatx. a t P ( Differentiation between valve y. tamper activation and P opens and/or grounds on fire alarm initiation circuit wiring shall be provided. 3. Activating the Supervisory Service Acknowledge Switch shall silence the supervisory audible signal while maintaining the Supervisory Service LED on indicating the tamper contact is still in the off -normal station. 4. Restorfng the valve to the normal position shall cause the Supervisory Service LED to extinguish thus indicating restoration to normal position. 5. Restoring the valve to the normal position shall cause the supervisory service audible signal to pulse thus indicating restoration to normal position. Activating the Supervisory Service Acknowledge Switch will silence the audible signal arid restore the system to norrnul. 6. Provide 120 volt circuit to exterior fire sprinkler bell. Verify location with fire sprinkler system contractor. 7. Provide power and monitoring circuit to fire sprinkler system air compressor if installed. Verify locatfart with fire sprinkler systern contractor. L. A manual evacuation switch shall be provided to operate the systems alarm indicating appliances. Other control circuits shall not be activated. However, a true alarm shall be processed us described previously. M. Activation of on auxiliary bypass switch shell override the outornatic functions oithpr selectively or throughout the systern. N. Alarm arid trouble conditions shall be Immediately displayed on the control panel from Alphanumeric LCD display. If more alarms or troubles urs in the systern the operator may scroll to display new alarms. O. The systern shall have an alarm list key that will allow the operator to display all alarms, troubles, and supervisory service conditions with the time of occurrence. P. The actuation of the enable walk test progrurn at the control panel shall activate the "Walk Test" mode of the system which shall cause the following to occur 1. The city connection circuit shall be disconnected. 2.Control relay functions shall be bypassed. 3.The control panel shall show o trouble condition. 4. The alarm activation of any initiation device shut[ cause the audible signals to code a nurnber of pulses to snatch the zone number. 5.Tne ponal shall outarnatically reset itself after signaling is complete. 6. Any momentary opening of an initiating or indicating appliance circuit wiring shall cause the audible signals to sound for 4 seconds to Indicate the trouble condition. 7. The control panel shall have the capacity of 8 distinctive walk test groups. Q. All auxiliory manual controls shall be supervised so that all switches must be returned to the normal outomotic position to clear systern trouble. R. Each independently supervised circuit shall include a discrete LED read-out to indicate disarrangement conditions per circuit. S. The incoming power to the systern sholl be supervised so that any power failure must be audibly and visually indicated ut the control panel and the remote annunciutor. A green"power on" LED sholl be displayed continuously while incoming power is present. T. The system batteries shall be supervised so that a low battery condition or disconnection of the battery shall be audibly arid visually indicated at the control panel and rernote annunciator. U. The System Expansion Modules shalt be electrically supervised for module placement. Should a module Lucerne disconnected from the C.P.U. the systern trouble indicator roust illuminate and audible trouble signal roust sound. V. The systern shall have provisions for disabling and enobling all circuits individually for maintenance arid testing purposes. W. Wiring to o hardwired (non -serial) rernote annunciator shall be supervised for open and ground conditions. A separate annunciator trouble LCD Read-out Indication roust be provided. It shall illuminate and an audible trouble signal shall sound ut the control punel upon the detoction of an open or ground condition. 1.6 MULTIPLE ADDRESSABLE PERIPHERAL NETWORK (MAPNET II): A. Communication with addressable devices: The `•ystern roust provide communication with all initiating arid control devices individually. All of these devices are to be individually annunciuted at the control puriel. Annunciation shall include the following conditions for each point: Alarm Trouble Open Short Ground Device Fail/or Incorrect Device B. All addressable devices are to have the capability of being disabled or enabled individually. C. Up to 127 uddressuble devices may be multi -dropped from a single pair of wires. Systems that require factory reprogramming to add or delete devices are unacceptable. D. Format - The communication format must be a poll/response protocol to allow t -tapping of the wire to addressable devices arid be completely digital. A high degree of communication reliability roust be obtained by using int data bit error checking routines for address gP Y J codes and check sum routines for the data transmission protocol. Systerns that do riot utilize full digital transrnission protocol (i.e. -that may use time pulse width methods to tronsrnit cats, etc..) will not be acceptable since they are considerpd unreliable and prone to errors. E. Identification of Addressable Devices - Each addressable dpvicp roust be uniquely identified by an address code entered on each device ut time of installation. The use of jumpers to set address will not be acceptable due to the potential of vibration urid poor contact. F. Wiring Type, Distance, Survivability arid Configuration Wiring types will be approved by the equipment manufacturer. The systern roust allow up to 2,500 feet wire length to the furthest addressablo device. C. Sensor Operation: 1. Smoke sensors shell be smoke density measuring devices having no self contained alarm set point (fixed threshold). the alarm decision for each sensor shall be determined by the control panel. The control P e r nr ^r' mall determine til. condition of ouch �.ruor b enol �f p Y comparing sin the sensor valve to the stare) values. 2. The control panel shall maintain a moving average of the sensors" smoke chamber value to uutornalically compensate (move the threshold) for dust and dirty conditions that could uffect detection operation. The systern shall automatically maintain a constant smoke obscuration sensitivity for each sensor (via the floating threshold) by compensating for environmental factors. Photoelectric sensor smoke obscuration sensitivity shall be adjustable to within 0.3% of either limit of the UL window (0.57 to 4.0%) to coinpensute for any environment. 3. The systern shall outornaticully indicate when in individual sensor needs cleaning. When a sensor average value reaches a prude term ill ed level, a "DIRTY SENSOR" trouble condition shall be audibly and visibly indicated at the control panel for the individual sensor. Additionally, the LED an the sensor base shall glow steady giving a visible indication at the sensor location. If a "DIRTY SENSOR" is left unattended, and its average value increases to a second predetermined value, an "EXCESSIVELY DIRTY SENSOR" trouble condition shall be indicated at the control panel for the individual sensor. To prevent false alarms, these "DIRTY' conditions shall in no way decrease the amount of smoke obscuration necessary for systern activation. For scheduling of maintenance, the control panel shall be able to generate an '"ALMOST DIRTY' indication for any sensor approaching a "DIRTY" trouble condition. 4. The control panel shelf continuously perforin an autornutic self -test routine on each sensor, which will functionally check sensor electronics and ensure the accuracy of the values being transmitted to the control panel. Any sensor that fails this test shall Indicate a "SELF TEST ABNORMAL" trouble condition with the sensor locution at the control panel. 5. An operator at the control panel, having a proper' access level, shall have the capability to manually access the following information for each upriser: Primary status Device type Present average value Present sensitivity selected « Peak detection values ' Sensor range (normal, dirty, etc.) Values shall be in "percent of smoke obscuration" forrnat so that no interpretation is required by the operator. 6. An operator at the control panel, having u proper access level, shall have the capability to manually .antral til, c P fallowing for each sensor: Clear peak detection values Enable or disable the point Clear verification tally Establish alarm sensitivity Control a sensor's relay driver output 7. It shall be possible to program the control panel to automatically change this sensitivity settings of each sensor bused on tirne-of-day and day -of -week (for example, to be more sensitive during unoccupied times and less sensitive during occupied periods). There shall be seven (7) sensitivity settings available for each sensor. B. The control panel shall have the capability of being programmed far u pre-ulurnn or two-stage function. This function allows an indication to occur when, for exarnple, a 3% sensor reaches a threshold of 1.5% . srnoke obscuration. 9.Individually identified sensors as well as conventional Initiating device and notification appliance circuits shall be supported within a single control panel. Provide a rninimurn of 207. snore capacity than indicated an the drawings_ 10. For increased smoke detection assurance, all individually addressed smoke sensors shall be provided with alarm verification. Only u verified ularrn shall initiate the alarm sequence operation. 1.7 ELEVATOR RECALL: A. The control panel shall control all elevators as specified in this Section under Elevator Recall. Elevator recall zoning shall be as described in NFPA 72, or as required by local codes and ordinances. A srnoke sensor shall be installed in the elevator machine room and shall be zoned as described in NFPA 72, or as required by local codes and ordinances. 1. Where hoistway-, and/or elovator machine morns are sprinklered, the rnain line power to the elevator controller shall be shut down per the requirements of ANSI A17.1. A combination rate of rise/fixed temperature heut sensor shall be Installed adjacent to the sprinkler head in the elevator rnuchine raorn and/or the hoistway, set lower than the ruting of the sprinkler head. (Minimum distance between head and sensor shall be 3 times the depth of the head or a maximum of 24"). A shunt trip circuit breaker shall be installed in the elevator controller feeder. The heat sensor(s) shall be connected to the shunt trip circuit breaker to disconnect power to the elevator controller on activation of the sensor(s). U. Elevator Recall: 1. When alarms are reported by the elevator smoke sensor, control points tied to the elevator control circuitry will energize and the elevators will be recalled to the ground floor for fire fighters use. Should the fire be on the ground floor the elevators will be sent to the alternate safe floor. Only sensors at the elevator doors or the elevator machine roorn may cause elevator recoil. 2. The Electrical Contractor shall coordinate with the elevator manufacturer so that the specified operation is obtained. 3. rhe Electrical Contractor shall provide conduit and wire between the monitoring control cabinet and the elevator control cabinet and/or hoistway junction box as required by the elevator systern specified. 1.8 POWER REQUIREMEN f5: A. Each control panel shall receive 120 VAC power from a dedicated circuit with locking clip over circuit breaker. 120 VAC power shall be at 20 Amps, unless otherwise noted. Label circuit breaker "Fire Alarm Control Circuit" in red. D. All circuits requiring systern operating power shall be 24VDC and shall be individually fused at the control punel. PART 2 - PRODUCTS 2.1 FIRE ALARM CONTROL PANEL: A. Provide and install a Simplex Type 4010 or 4100, Addressuble Fire Alarm Control Panel, as required by the number of identified sensors. Construction shall be modular with solid state, microprocessor based electronics. Ah 80 character LCD display shall indicate alarrns, supervisory service conditions and any troubles, D. 'file control panel shall contain the following. Verify quantities of each iters with systern supplier: 1. 80 character LCD display 2.1viapnet Addressable Circuit Curds Alarm Indicating Appliance Circuit (Cluss A or Class B) 1(selectable) Local Energy, Shunt Muster Box, or Reverse Polarity Remote Station Connection 4.Form C Trouble Contact (2.0 Amps each) with feedback 5. Earth Ground Supervision Circuit 6. Basic 5 Amp Power Supply 7.Expansfan 8 Arip Power Supplies 8. Automatic Buttery Charger 9. Set Standby Batteries to give 24 hours of operation upon loss of commercial power. 10. Lot Resident non-volatile prograrnrnable operating systern rnernory for all operating requirernents 11. Programmable action keys 12. Supervised Annunciator Circuits 13. March tirne code, temporal code, selective code, zone code, general alarm, time limit cutout, and alarm silence inhibit, for NAC's. Set alarrn for temporal code in all new buildings. 14. Provide all strobe circuits with Synchronization. 2.2 REMOTE ANNUNCIATOR(S): A. Where shown on the drawings or required by the local Authority Having Jurisdiction, provide and instoli u Simplex Alpha/Nurneric Fire Alarm Annunciator with o two line by 40 character (80 character total) LCD display. Annunciator shall Display all Alpha/Numeric messages as I C d sp Dyed at the FACP. Annunciator shall also contain an alarm, trouble and supervisory service LED and acknowledgment switches, systern reset and alarm silence switch, display time key, (4) programmable control keys with indicating LED's, alarmed silence LED arid a key switch to activate or deactivate all other switches. The annunciators shall mount in a common flush mounted steel cabinet. Connect to the FACP with one Clifford 11"18810S, twisted shielded pair of 18's and two #14 power wires. Capabilities shall exist for a maximum of (32) annunciators per 4100 FACP, Verify location of annunciator with local fire department and owner. 2.3 PERIPHERAL DEVICES: A All remote devices requiring outlet boxes shall be mounted on Flush outlet boxes as recommended by the manufacturer, or as specified elsewhere in this division of the specifications. Any required surface devices (where approved by the Engineer) shall be installed on surface outlet boxes that are at a minimum the carne size as the device. No part of a surface device shall overlap the outlet box. Verify oil installation requirernents and box types with manufacturer prior to rough -in. B All devices shall be supervised for trouble conditions. The system control panel shall be capable of indicating the type of trouble condition (open, short, device missing/failed). Should a device fail, it shall not hinder the operation of other system devices. Should a problem occur on a particular wire run, it shall not affect other wire runs. C. Addressuble Manuel fire alarm stations, double action, plainly marked to "Push and Pull Down" to sound alarm, located as shown on the drawings at a height of 48" from finished floor to top, semi flush mounted. Circuit shall be 2 -wire addressable loop supervision. Provide matching bockbox for surface mounting only where job conditions require and where prior approval of the Architect is obtained. Where tamperproof devices are indicated on the drawings, provide station with tarnperproof clear L,,xon shield with alarm and battery. Alarm to sound when -,hield is lifted. A manual station shall be installed at all exit door on all floor, whether or not indicated on the drawings. A manual station shall be installed Qt interior fire sprinkler system riser location, or as determined by Local Fire Marshall, whether or riot indicated on the drawings. Provide manual stations with wire guards in gymnasiums, multi-purpose rosins, and where noted on the drawings. D. Smoke detectors shell be. True Alarm photoelectric sensors and Addressable Sensor Bases mounted on a flush mounted outlet box. The addressable smoke sensor shall be >f te photoelectric tYPP and shall cornrnunicate actual smoke chamber values to the systern ^ listed central panel. The _ censors shall be i^ ed to UL Standard 268 and shall be documented cis compatible with the control equiprnent to which they ore connected. the sensors shall be listed for both ceiling and wall mount applications. Each sensor base shall contain a LED that will flush each time it is scanned by the control panel (once every 4 seconds). When the control panel determines that a sensor is in the alarm or a trouble condition, the control panel shall command the LED on that sensor's base to turn on steady indicating the abnormal condition. Sensors which do not provide a visible indication of on abnormal condition of the sensor locution shall riot be acceptable. Each sensor shall contain a magnetically actuated test switch to provide for easy alarm testing at the sensor location. Each sensor shall be scanned by the control panel for its type identification to prevent inadvertent substitution of another sensor type. The central panel shall operate with the installed device but shall initiate a "Wrong Device" trouble condition until the proper type is installed or the programmed sensor type is changed. The sensor's electronics shall be immune from false alarrns caused by EMI and RFI. Where designated on the drawings, provide unit with sounder base with Piezo horn and relay to power rernote LED indicator light. Smoke sensors sholl be installed on the ceiling at each control panel, extender panel, and annunciator location. E. Zone Adapter Module - Zone Adapter Modules shall be used for monitoring of water flow, valve tarnper, nonaddressable sensors, and for control of evacuation indicating appliances and mechanical systerns. 1. An addressable interface module shell be provided for interfacing normally open direct contact devices to an addressable signaling line circuit. The device sholl be a Simplex Type Zone Adapter Module (ZAM). 2. ZAM's shall be capable of mounting in a standard 4 11/16" square, 2 1/8" deep electric_ box with a 4 11/16" square 1 i/z" deep extension ring. Verify box size with manufacturer. ZAM's shall include cover plates to allow surface or flush mounting. Zorn's shall receive their 24VDC power from a separate two wire pair running from on appropriate power supply. 3. There shall be three types of devices: Type I: Monitor ZAM rype 2: Control ZAM Type 3: IAM (Individually Addressable Module 4. For 'Type 1 and/or Type 3 above: For conventional 2 -wire smoke sensor and/or contact device monitoring with Style B or Style D (NFPA-72 initiating device circuit) wiring supervision. Type 1 only. This type of uddressuble device module shall provide power to, and rnonitor the status of a zone consisting of conventional 2wire smoke sensors arid/or N/O contact devices as specified elsewhere arid Identified on the drawings. The supervision of the initiating device circuit wiring shall be Style B. These ZAM',- shall communicate the zone's status (normal, ularrn, trouble) to the control panel. type 3 only: This type of addressuble device module shall monitor the status of u zone consisting of conventional N/0 contact devices as specified elsewhere arid identified on the drawings. The supervision of the initiating device circuit wiring shall be Style B. These ZAM's shall communicate the zone's status (normal, alarm, trouble) to the control panel. this device cannot power 2 -wire smoke sensors. 5. For Type 2 above: For non -supervised control. 'fhfs type of addressable device shall provide double pole, double throw relay switching for loads up to 120VAC. It shall contain easily replaceable 2 unip fuse, one on each comrnun leg of the relay. 6. The "ZAM shall be supervised and uniquely identified by the control panel. Device identification shall be transmitted to the control panel for processing according to the program instructions. Should the ZAM becorne non -operational, tampered with, or rerrioved, a discrete trouble signal, unique to the device, shall be transmitted to, and annunciated at, the control panel. 7, Tile ZAM shall be capable of being programmed for its "address" location on the addressable device signaling ling circuit. The ZAM shall be compatible with addressable manual stations arid uddressuble sensors on the same uddressuble circuit. F. Interior audio/visual fire alarm signal device unless rioted otherwise on the drawings slid]] be wall mount or ceiling mount A/V unit, us Indicated on the drawings, In color as selected by the Architect. Device shall be U.L. listed to Standard 1971 and meeting the requirernents of ADA. A/V shall be 24VDC and shall be electro -mechanical in design with electronic control (no moving parts) providing 87db of 10 feet, with 24VDC xenon flusher, 110 CD (U.L.) intensity unless noted otherwise on the drawings, mounted on a flush mounted box. Visual only devices shall be wall mount or ceiling mount (as indicated on the drawings) strobe in color as selected by the Architect, with the some features as the strobe on the audio/visual unit, 110 CD (U.L.) intensity unless rioted otherwise on the drawings. Candela intensities listed on the drawings are based on U.L. intensities. A/V units shall be provided with horn, strobe, and adopter. Interior horn only units for high ambient noise level locations shall be 100d8 at 10 feet, 24VDC, mounted an a flush mounted box. Seo ilia drawings for individual locations. Strobes shall be capable of being mounted in a vertical or horizontal position arid still meet the requirements of U.L. for polar light distribution. Provide strobe circuit with Synchronized Flash Module for all strobeis If rn ni . cards ore used audible u u t p e sound signals shall be synchronized such that all signals are tire same throughout the building, to preserve the temporal code pattern. Exterior audio alarm device shall be vibrating type horn, mounted on a weatherproof surface box. Provide horns and strobes with wire guards in gyrnnos]urns, multi-purpose rooms, and where noted on the drawings. Visual signals mounted In cold rooms shall be capable of operating with -in cold roam temperatures. Where combination piezo horns and visual signals ore indicated on the drawings, provide wall mounted A/V unit with integral piezo horn, 24VAC, designed for supervision of wiring and 24VAC xenon flasher with candela intensity as rioted on the drawings, mounted on a flush box. Plaza horn only without visual signal shall be 24VAC, designed for supervision of wiring. C. Magnetic door holders shall be wall mounted electromagnetic holders unless indicated otherwise on the drawings, installed and wired by the Electrical Contractor. Each door shall require a magnetic door holder neer the top of the door. Verify location of holder with the door supplier. The fire alarm control shall be equipped with auxiliary relays to release halLP ^ as re-Tu'Pd by the P initiating alarm circuit. Volta � of the dear holders shall t t r 9 9 be 24 VDC, H. Wuterflow Switch shall have two normally open alarm contacts arid tamper switch and equipped with adjustable returd feuture. Provide proper unit to fit water pipe size required. fills device shall be installed by the sprinkler contractor and wired by the electrical contractor, Gate Valve Switch shall have two normally closed trouble contacts, to be mounted on gate valves as directed. This device shall be installed by the sprinkler contractor and wired by the electrical contractor. I.Thermal (heat) sensor heads Shull be curnbination rate-of-rise/fixed temperature heat. sensor (135 degrees) with matching base. The thermal type sensor shall be a plug-in unit which mounts to a twist -lock base. The sensor shall be a combination rate-of-rise/fixed temperature sensor U.L. listed as a rate compensated heat sensor. Where indicated otherwise on the drawings, provide combination rate-of-rise/fixed temperature heat sensor (200 degrees) with matching base, or fixed temperature heat sensor (200 degrees) with snatching base. See the drawings for temperature ratings. The sensors shall fit into a base that is common with both photoelectric and ionization sensors and shall be compatible with other addressable sensors, uddressuble manual station, arid addressable Zone Adapter Modules on the same circuit. There shall be no lirnit to the amount of sensor, stations or Zone Adapter Modules which may be activated or "in alarm" simultaneously. Each rate -of -rise sensor shall be capable of operating at a selectable rote -of -rise operation of 15 or 20 degrees Fahrenheit per minute and shall be self -restorable. Fixed temperature sensing is independent of rate -of -rise sensing and operates at 135 degrees Fahrenheit. Each sensor shall be capable of being configured for utility monitoring and capable of sensing ternperuture between 3l. and 158 degrees Fahrenheit. J. Fire alarm signal circuit power extender if required shall provide on internal power supply, battery charger and supervised notification appliance circuits, style Y or style Z. The extender panel shall connect as an addressable device to the host panel. The extender panel shall monitor each output NAC for trouble conditions arid Earth faults and report back to the host panel if trouble occurs. Provide with odditfancl signal cfrcuits as required. The extender punel shall be capable of being remotely mounted front the host control panel and shall be housed in a beige steel cabinet to match host control punel. Provide dedicated 120 volt circuit to each extender panel, with locking clip over circuit breaker. Extender panels shall be located in Storage Roams, Mechanical Rooms, or Janitor Rooms only. Extender panels shall not be located in public access areas. Verify locations of extender panel with EruJ i ee rand Arr • te_t prior to installation. K. Elevator Interface Relays shall be 24 VD, operation, mounted in surface cabinet. These relays ,-hull be controlled arid powered from the Control Panel. Contacts shall be 2PDT rated ut 10 amps resistive 28 VDC/120 VAC. L. Resident room smoke detectors shall be 'rrue Alarm photoelectric sensor and Addressable Sounder Base, mounted on a flush rnounted outlet box. TTie addressable smoke sensors shall be of the photoelectric type and shall cornrnunicate actual smoke chamber values to the systern control panel. 'The sensors shall be listed to UL Standard 268 and shall be documented as compatible with the control equipment to which they are connected. The sensors shall be listed for both ceiling and wall mount applications. Each sensor base shall contain a LED that will flush each time it is scanned by the control panel (once every 4 seconds). When the control panel determines that a sensor is in the alarm or a trouble condition, the control panel shall command the LED on that sensors base to turn on steady indicating the abnormal condition. Sensors which do not provide a visible indication of an abnormal condition at the sensor location shall riot be acceptable. Each sensor shall contain a magnetically uctuoted test switch to provide for easy alarm testing at the sensor location. Each sensor shall be scanned by the control panel for its type identification to prevent inadvertent substitution of another sensor type. The control panel shall operate with the installed device but shall initiate a "Wrong Device" trouble condition until the proper type is installed or the programmed sensor type is changed. The sensor's electronics shall be immune from false ularrns caused by EMI and RFL Provide unit with sounder base with Plaza horn. Tenant handicap rooms shall be equipped with addressable ZAM units to control associated room strobe units. PART 3 - EXECUrION 3.1 INSTALLATION: A. Provide and install the system in accordance with the plans and specifications, oil applicable codes and the manufacturer's recommendations. All wiring shall be installed in strict compliance with all the provisions of NEC - Article "Fire Alarrn Systems", unless noted otherwise in these specifications or on the drawings, or if required may be reclassified us non -power limited and wired in accordance with TIEC-Article "Fire Alarm Systems". 1. Upon completion, the contractor shall so certify in writing to the owner and general contractor. 2.AII junction boxes shall be sprayed red and labeled "Fire Alarm". All systern cables will be labeled in boxes. Wiring color code shall be maintained throughout the installation. 3. All devices including zorns shall be provided with labels indicating the device identification numbers. 4.End of line resister when located in field shall be Installed with a box and labeled (E.O.L.). B. Installation of equipment and devices that pertain to other work in the contract shall be closely coordinated with the appropriate subcontractors. C. The contractor shall clean all dirt and debris from the inside and the outside of the fire alarm equipment after completion of the installation. D. Contractor arid equiprnent supplier shall jointly provide a proposed riser diugrurn for the fire alarm systern indicating all devices, equipment, and cabling with the shop drawing submittals prior to construction. If chunges ore made during construction a corrected riser diagram shall be subrnitted with the operating arid maintenance manuals upon project completion. Riser diagrarn shall use symbols as shown on the drawings and shall have room numbers adjacent to all devices. All wiring shall be in conduit. On Final drawing riser diagram shall reflect owners approved room numbers. E. This Contractor shall furnish and install all wiring, conduit, junction boxes and outlet boxes required fur the installation of a complete systern. All wiring shall be installed in metallic conduit, shall be color coded throughout and shall be free and clear of opens, grounds, end shorts between conductors. All Fire Alarm wiring shall be #14 gauge solid copper, with the exception of the MAPNET II addressable cable which shall be West Penn #D975 (.210" OD) and ADA Audio/Visual signals and horns shall be wired with West Penn #995 (.211" OD). (Shielded wiring required only if required by the Manufacture(.). Maximum number' of devices on o circuit shall not exceed 80% of the rated circuit capacity. All equipment shall be grounded with on approved earth ground wire being supplied ut the control panel. All wiring shall be in conformance with Article 760 of the National Electric Code. Verify ull wiring with systern rninufacturer prior to installation. F. Installation of equipment and devices that pertain to other work in the contract shall be closely coordinated with the appropriate subcontractors, G. Contractor shall not remove protective covers from smoke sensors until all construction work arid cleanup has been performed. If this is not adhered to all cleuning costs to clean dirty srnoke sensors shall be paid for by the contractor. 11, A 1" conduit with data cable shall be provided from the fire alarrn control panel to the main telephone terminal board for monitoring. I.Smoke sensors shall be installed on the ceiling at each control panel, extender panel, and annunciator location. 5.2 SERVICE AND TESTING: A. The manufacturer shall co-ordinate and provide a test of the system in the presence of the Fire Marshal, Owner, and local Fire Department. B. The manufacturer shall provide supervision of the project installation su ervision of final connections P jduring J P . arid testing of all devices, dernonstrute systern operation following checkout in the presence of the Architect, Engineer and Owner, and shall after completion of the project and acceptance by same, provide any service incidental to the proper performance of the systern during the guarantee period. After the guarantee period, the manufacturer shall provide upon request and it standard rates, the service necessary for the future proper performance of this systern. To provide this service, the manufacturer sholl have an intrastate service organization consisting of at least three direct fulltirne factory trained employees under the supervision of a qualified service manager. Service availability shall be within 120 miles with a maximum 24 hour response time. The prime function of this organization shall be prompt, efficient service, Upon project completion, the equipment supplier shall present a full coverage preventive maintenance agreement to the Owner for his purchase approval covering all service and instructions to the custorner, within a minimum of two (2) inspections per year with no additional charge for emergency calls between inspections during normal working hours. Upon completion of Fire Alurrn Systern Testing, submit to Engineer (3) copies of Testing and Inspection Report signed off as 100% functioning by the System Supplier and the Electrical Contractor. Submit forms in NFPA 72 forrnat including db level readings per room marked on floor plans, floor plans to be submitted in operation booklet. Db reading shall be submitted to Engineer prior to walk thru by Engineer, inspecting personnel or final acceptance test. Bind (1) additional copy in the operation instructions booklet. 3.3 GUARANTEE: A. After all work herein specified has been completed; the Contractor shall guarantee his work to be free from defects for a period of one year. Such defects sholl apply to faulty materials or workmanship. In the event of the development of said defects, the Contractor shall remedy the failures at his own expense during normal business hours within a reasonable time after notice. Systems equipment shall be guaranteed by the manufacturer for one year. x***ccs+x****vxr**t*END OF SECTION 16720 . � 1lllllllll,_L_�_�_M�1 - 4 THE ARCHITECT AND ENGINEERS WILL NOT E3E INVOLVED WITH E3IIDIDING ANP NEGOTIATiON PLEASE DIRECT ALL. QUESTIONS CONCERNING DRAWINGS, SPECIFICATIONS, SUBSTITUTIONS, CLARIFICATIONS, BIDDERS LI5T5, IPIID DUE IDATE, ETC. TO THE OUJNER6 CONSTRUCTION REPRE5ENTAT I VE JOEL PALMER PHONE: 9.41-920-2643 FAX: 40-1-114-ro&91 I � 4;11t //W/ x.17-P� ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4100 fx 316.262.0002 PRINTS ISSUED 4/4/07 FOR PERMIT JOB No. drawn: 06045.2 checked: FIRE ALARM SPECIFICATIONS t t r. r o� 7 , W^ i 'iM, E 'q; r h jar N t , y. 1,11 o Y f )' ,i t 3 s 4 07053-009 © copyright 2007 VALUE PLACE SMOKE NEVER HERE 12" 411 DOOR HOLD OPENS —� DE50RI PTI ON ALL DOOR HOLD RELEASE f 4�ild 7 AND INTEf;l, DOOR II df RELEASE AND CLOSURE IF 5MOKEVFIRE DAMPER 15 DEVICES SHALL BE / LOCATED ABOVE SMOKE DOORS MONITORED FOR INTEGRITY SMOKE DETECTORS MAY a BODE REFERENCEOPERATE THIS DAMPER. / q8 ANSI 117.1 2003 IMG (607.3.2.1.2) 2002 NFPA 72 (6.15.6.3) CODE REFERENCE` QR SEE DETAIL 2002 NFPA -72 (5-11.7.4) 2002 NFPA 72 (5.12.4)(3 FOR MINUMUM GEIL./WALL q8 ANSI 117.1 (4.2.5) 0 - AND MAXIMUM 2000 IBC (10-7.3.2) CONSTRUCTION 4611 TO D15TANGE5 TOP PHONE: 941-920-2643 FAX: 40-1-1-14-6637 SMOKE DETECTORS TO CONTROL SMOKE DOORS ARE NOT REQUIRED TO Gl\/E GENERAL ALARM. (REFER TO SPECS FOR DE50RIPTION OF OPERATION) CODE REFERENCE 2002 NFPA 72 WHERE DOORS ARE CLOSED IN RESPONSE TO SMOKE FLOWINCx IN EITHER DIRECTION AND SMOKE DETECTORS ARE USED EXCLUSIVELY FOR SMOKE DOOR RELEASE SERVICE, THE FOLLOWING RULES APPLY. D13CHIPTION EXAMPLE DETECTOR(3) DEPTH OF SMOKE DETECTOR LOCATION WALL $ECTION CEILING -MOUNTED GI_ ON CENTER LINE 0-24„ SINrsLE DOOR I OF DOORWAY ON BOTH SIDE OF DOORWAY 0 - 24" MIN. 12" I ONE DETECTOR DOOR OFFSET GL ON CENTER LINE MOUNTED ON OF DOORWAY EITHER SIDE FROM CENTER LINE OF HALL OVER 24" I ONE SIDE ONLY 24" MAX. 5' DOUBLE DOOR GL ON CENTER LINE OR MIN. d OF DOORWAY>2411 LESS (d) ONE DETECTOR MOUNTED ON HIGHER SIDE GL ON CENTER LINE = 24" OR LESS I OF SEPARATION OVER ID YL L BOTH SIDES MAX. MAX. S' MIN. d I rMIN. d SMOKE d DET. GL GL ON CENTER LINE TYPICAL. I I OF EACH = MORE THAN DOORWAY TWO DETECTORS REQUIRED MAY REGZU I RE = 24" OR LE55 CL ON CENTER LINE OVER b0 ADDITIONAL DETECTORS 3 OPENINII OF CENTER GL. = GENTERL— I NE �'L_UOPENING 20' OR LE55 CODE REFERENCE 2002 NFPA 72 *� = 24" OR LE55 C.L. GL TREAT AS 2 OR MORE THAN 3 I I MORE GROUPS OPENI NG5 = 24" OR 1 Essi L L TREAT AS 2 OR MORE GROUPS MORF THAN 20' NOTE: WHERE THE SEPARATION BETWEEN DOORWAY'S EXCEED 24" TREAT EACH DOORWAY SEPARATELY. CODE REFERENCE 2002 NFPA -72 ELEVATOR LOBBY THIS SMOKE DETECTOR REOUIRED ON SHALL BEETECTNITHILOCATION LOBBY ONLY URTH FLOOR . \1 II i f al llllu� - 1 / -,,; u :11 l�-r=,� QQ WITH IN 21' OF CENTER LINE OF ---I���rlro „Ssr�Ma;; auw +III` g9y'I ELEVATOR DOOR R* _""' "�""""` ' DE50RI PTI ON MOUNTING f 4�ild i Ipll UI lullllllllum „ II df W COMB. F.A. HORN $ VISUAL SIGNAL ELEVATOR � jj � "�� 'r��lu � 11� ��1 �'•r , �il�l r ' r' r I �II � VERIFY QR RESIDENT ROOM SMOKE DETECTOR AND 5011 BASE GEIL./WALL 2002 NFPA 72 (5.12.4)(3 AREA HEAT DEECTOR GEIL./WALL q8 ANSI 117.1 (4.2.5) 0 - TO THE OWNER5 2000 IBC (10-7.3.2) CONSTRUCTION 4611 TO REPRE5ENTATI VE TOP PHONE: 941-920-2643 FAX: 40-1-1-14-6637 I ": ...lu.. ., l�Wcu�✓Al luluul11111oil u �uunlo�u.Iwlu�Juu ELEVATOR EG2UIPMENT ELEVATOR ROOM LOCATION VARIES, a I �R O O1 y , 1i a�R �I t , I R . Y4 V Id.a �. 1161 W CODE (REFIRENCE ADA (N.A) 2002 NFPA 72 A17.1 (211.3)(211.8) 1. THESE SMOKE DETECTORS USED FOR FIRE FIGHTERS SERVICE RECALL, SHALL BE CONNECTED TO THE BUILDING FIRE ALARM SYSTEM. ONLY THESE SMOKE DETECTORS SHALL BE USED TO RECALL ELEVATORS FOR FIRE FIGHTER'5 5ERVIGE. 2. THE SMOKE DETECTOR LOCATED IN THE DESIGNATED ELEVATOR RECALL LOBBY SHALL BE CONNECTED TO A 5EPARATE ELEVATOR CONTROL CIRCUIT. THE REMAINING SMOKE DETECTORS ON OTHER FLOOR AT ELEVATOR LOBBIES, SHALL ACTIVE A SEPARATE ELEVATOR CONTROL CIRCUIT . DETECTOR FOR THE ELEVATOR H015TWAY5, OR TO CONTROL 5PRINKLER5 OR SMOKE RELIEF EOUIPMENT) AND THE ELEVATOR MACHINE ROOM SHALL BE CONNECTED A THIRD ELEVATOR CONTROL CIRCUIT. SMOKE i7ETEGTOR LOCATIONS FOR ELEVATORS NO 50ALE If= I RE ALARM 5"rM50L L 15Now 5VA SYMBOL DE50RI PTI ON MOUNTING ® FIRE ALARM MANUAL STATION 4'--0" TO TOP VISUAL SIGNAL COMB. F.A. HORN $ VISUAL SIGNAL WALL 80"AFF FIRE ALARM VISUAL SIGNAL WALL 80"AFF Q AREA SMOKE DETEGTOR, SEE FA GEN. NOTE #(2 GEIL✓WALL ■ FIRE ALARM MAGNETIC DOOR HOLD OPEN VERIFY QR RESIDENT ROOM SMOKE DETECTOR AND 5011 BASE GEIL./WALL 2002 NFPA 72 (5.12.4)(3 AREA HEAT DEECTOR GEIL./WALL q8 ANSI 117.1 (4.2.5) (11; TO THE OWNER5 2000 IBC (10-7.3.2) CONSTRUCTION 4611 TO REPRE5ENTATI VE TOP OR NOT LE55 THAN b" FROM GEILINCs FIRE ALARM HORN AND VISUAL SIGNAL CODE [REFERENCE 2002 NFPA 72 (7.5.4) 18 AN51 117.1 (4.26.3.1.3) 80" TO BOTTOM OF LENS MIN. '4b" MAX. WALL MTD. .TEGTOR REOUIRED FIRE ALARM I FOURTH FLOOR THE ARCHITECT AND LY. VISUAL SIGNAL CODE REFERENCE 2002 NFPA 72 (7.5.4) NEGOTIATION q8 ANSI 111.1 MANUAL F.A. PULL STATION ❑ MAX. 5FROM EXIT DOOR All CODE REFERENCE Ftma 2002 NFPA 72 (5.12.4)(3 1/2' TO 4 1/2') I' q8 ANSI 117.1 (4.2.5) (11; TO THE OWNER5 2000 IBC (10-7.3.2) CONSTRUCTION 4611 TO REPRE5ENTATI VE TOP OR NOT LE55 THAN b" FROM GEILINCs FIRE ALARM HORN AND VISUAL SIGNAL CODE [REFERENCE 2002 NFPA 72 (7.5.4) 18 AN51 117.1 (4.26.3.1.3) 80" TO BOTTOM OF LENS MIN. '4b" MAX. (O--� SwE-COND FLOOR FIRE ALARM PLAN SC,4�_F=: Vill = J' — O'a, TYFIC,4L FOR THIRD 4ND FOURTH FLOORS. PROVIDE CONNECTION TO SPRINKLER SYSTEM FLOW AND TAMPER 5WITGHE5 AND DRY PIPE SYSTEM AIR I�`I1wAvv CGG`/1n/>=nlY--V I Akin 1T IS SMOKE t I .TEGTOR REOUIRED I FOURTH FLOOR THE ARCHITECT AND LY. I,.. INVOLVED WITH 13IDDING AND R . NEGOTIATION r- tin � 1 q�.NI 1�n11.� QUE6TIONS CONCERNING All DRAWINGS, 511-ECIFICATION5, Ftma 1 INuI",Ial.� I' LISTS, BID DUE DATE, ETC. (11; TO THE OWNER5 CONSTRUCTION REPRE5ENTATI VE JOEL PALMER PHONE: 941-920-2643 FAX: 40-1-1-14-6637 I ": ...lu.. ., l�Wcu�✓Al luluul11111oil u �uunlo�u.Iwlu�Juu (O--� SwE-COND FLOOR FIRE ALARM PLAN SC,4�_F=: Vill = J' — O'a, TYFIC,4L FOR THIRD 4ND FOURTH FLOORS. PROVIDE CONNECTION TO SPRINKLER SYSTEM FLOW AND TAMPER 5WITGHE5 AND DRY PIPE SYSTEM AIR I�`I1wAvv CGG`/1n/>=nlY--V I Akin 1T IS SMOKE t I .TEGTOR REOUIRED I FOURTH FLOOR THE ARCHITECT AND LY. ENGINEERS WILL. NOT 13E INVOLVED WITH 13IDDING AND v '�. • �... NEGOTIATION r- tin � 1 PLEASE DIRECT ALL 1�n11.� QUE6TIONS CONCERNING All DRAWINGS, 511-ECIFICATION5, 5UB5TITUTIONS, 1 CLARIFICATIONS, E3IDDERS I' LISTS, BID DUE DATE, ETC. (11; TO THE OWNER5 CONSTRUCTION REPRE5ENTATI VE JOEL PALMER PHONE: 941-920-2643 FAX: 40-1-1-14-6637 FILING FIRE ALARM HORN OR SPEAKER 80" TO BOTTOM OF LENS MIN. q6" MAX. DETAIL TYPICAL MOUNTING HEIGHT CODE REFERENCE CODE REFERENCE 2002 NFPA 72 0.4.6.1) q8 AN51 117.1 (NA) MIN. '40" TO TOP. FLOOR FIRST FLOOR -= ALARM F"ll ALARM VENOmimi SVA 1. VERIFY ALL OUTLET LOCATIONS ON THE JOB PRIOR TO ROUGH -IN. 2.REFER TO RELATED ARCHITECTURAL, MECHANICAL, AND STRUCTURAL DRAWINCs5 FOR RELATED INFORMATION. 3. REFER TO THE SPECIFICATIONS FOR DATA NOT ON THE DRAWING5. 4.GOORDINATE OUTLET BOX LOCATIONS WITH MASONRY TO MINIMIZE GUTTING OF BRICK OR BLOCK. 5. ALL MOUNTING HEIGHTS TO BOTTOM OF ITEM UNLESS OTHERWISE NOTED. b. WHERE AREA SMOKE DETECTORS ARE 5HOWN ON THE DRAWINGS ELECTRICAL CONTRACTOR 5HALL NOT LOCATE SMOKE DETECTORS CLOSER THAN 3 FEET FROM ANY MECHANICAL AIR SUPPLY OR RETURN DIFFUSER, GRILLE, OR REG15TER PER NFPA. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES FOR LOCATION OF DETECTOR. CODE REFERENCE 2002 NFPA 12 (7.5.4.2.5) CODE REFERENCE 2002 NFPA 72 (1.5.4.2.5) ANSI 11-7.1 (426.3.2.1) 2002 NFPA 12 0.5.4.2.5) MAX 15' MAX 100' MAX 15' _ L. (T'(PGIAL) WHERE THERE ARE MORE THAN TWO VISIBLE 15/-75 CD STROBE NOTIFICATION APPLIANCES IN ANY FIELD OF VIEW, 60" TO BOTTOM - SEE THEY SHALL FLA_ 5H IN SYNCHONIZATION TYPICAL MOUNTING 2002 NFPA 72 (-7.5.4.2.7) HEIGHT DETAIL. MANUAL PULL STATION LOCATED WITH IN / V-0" OF THE EXIT DOORWAY OPENING AT - LL-- EACH EXIT ON EACH FLOOR. END OF CORRIDOR --- OR SEPARATION BY DOORS, ELEVATION R CODE REFERENCE 2002 NFPA-72 (5.12.6) OR ANY OTHER _..___.... _i 2000 (BGG ('407.3.1) OBSTRUCTION. CODE REFERENCE 2002 NFPA 12 (7.5.4.2.6) ADDITIONAL MANUAL PULL STATIONS SHALL BE LOCATED 50 THAT TRAVEL DISTANCE TO NEAREST 5TATION DOES NOT EXCEED 200 FEET. CODE (REFERENCE ADA (N.A.) 2002 NFPA-72 (5.12.8) 2000 1BG FULL 5TATION5, HORN5 AND \/ 1 SU I 5IGNAL5 (fwO I O IN5TALLATION, NOTE: SPACING OF CEILING MOUNTED DEVICES ARE THE SAME AS WALL MOUNTED DEVICES SHOWN. NOTE: ALL FIRE ALARM DE\II GE LOGAT I ONS GE ON 'r'. � �N L AND DETAILS �R FOR LOGAL GOVERN I NGS GODES AND REaU I REMENTS SHALL TA<E FREFERENGE OVER ALL DETAILS FOR LOGAT I ONS AND MOUNTING HEIGrHTS. VERIF"r LOGAL GOVERNING CODES AND REOU I REMENTS JN I TH LOCAL INSFEGTION DEFARTMENT PRIOR TO E31 D . GOMPLETE FIRE ALARM SYSTEM, INSTALLATION AND OPERATION SHALL MEET THE REaU I REMENTS OF THE LOGAL AUTHORI T"r HAVING JURI SD I GTI ON. ALL N I TI ATI NG DEV I GES MUST SE ADDRESSABLE. ''STAND ALONE" DEV I GES 1N1 LL NOT 5E ALLOVIIIIIIID UNLESS REOU I RED 5"r LOCAL AUTHOR I TY HAV I NG JUR I SD I GT I ON. OBSTRUCTION ® CEILING DIMENSION SPRINKLER HEAD / I MINIMUM HORIZONTAL CODE REFERENCE SMOKE DETECTOR DISTANCE 2002 NFPA-13 (8.6.5.2.1.3) OR ANY OBSTRUCTION SHALL BE 3 TIMES THE REFER TO OTHER SECTIONS OF OBSTRUCTION DEPTH TO NFPA-13 FOR OTHER TYPE A MAXIMUM OF 24" OF SPRINKLER HEADS TO OF.TA I L OBSTRUCTIONS. PLACEMENT OF OBSTRUICTION5, TO 5FRINKLER HEAD5. NO 56ALE ARCHITECT: WESLEY A. DARNELL CONTACT INFORMATION: ROXAN N E ESTES 105 N. Washington Wichita, Kansas 67202 ph 316.262.4700 fx 316.262.0002 � llfy1Y�%V�IP{IIluq plllulll�I1Pl II I�I,1j 6 h�k,°'fid %a4�"I I u 3 v`�v^ ��+��`� s`'p�y II 1-711 1111111 I I �I PRINTS ISSUED 4/4/07 FOR PERMIT AREA SMOKE JOB N0. drawn: DETECTOR SHALL QQ RETURN (DIFFUSER LY OR 06045.2 checked: NOT BE LOCATED WITH -IN 3' OF MECHANICAL FIRE ALARM DIFFUSER SYSTEM PLANS CODE REFERENCE 2002 NFPA-72 (A-5.7.4.1) R AIL Or 1i ° •:.,AREA 1 LOCATION TO MECHANICAL SUPPLY OR RETURN DIFUSER NO SCALE I t.} YM1 VIN VtlIVPauuw.Vda..x 4 1 .�nl",,,. �c 07055-009 copyright 2007 VALUE PLACE t I o v '�. • �... r- tin � 1 All PRINTS ISSUED 4/4/07 FOR PERMIT AREA SMOKE JOB N0. drawn: DETECTOR SHALL QQ RETURN (DIFFUSER LY OR 06045.2 checked: NOT BE LOCATED WITH -IN 3' OF MECHANICAL FIRE ALARM DIFFUSER SYSTEM PLANS CODE REFERENCE 2002 NFPA-72 (A-5.7.4.1) R AIL Or 1i ° •:.,AREA 1 LOCATION TO MECHANICAL SUPPLY OR RETURN DIFUSER NO SCALE I t.} YM1 VIN VtlIVPauuw.Vda..x 4 1 .�nl",,,. �c 07055-009 copyright 2007 VALUE PLACE : 1,. ,lil � r,V:14 �:I,IIow p I.NIW:!I!11.IN� VV'all L71 Rl�l�l�N�'.fd'y'� � IVUVVt!uIIVI w� a°fld uly,der uuda„� JIW9 u� �.�,..«i "n'ru �1 c.sllVu.,W.I�:ILv'1Vu9� �0�7 _ ! ; .. � �„ rw, A! 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JIM-. _- ---- ELECTRIC O5,' ALE: 1" = 30'- 011 VERIFY ALL FRIMARY AND 5EGONDARY ELECTRICAL SERV I GE ENTRANGE REaU I REMENTS WITH LOGAL UTI L 1 TY CO., CODES AND ORD I NANGES PRIOR TO 51D. I NOLUDE ALL A550G I ATED COSTS IN BID. PROVIDE AND INSTALL (2) 3” GONDU I TS FROM BUILDING; TO PROFERTY LINE A5 REQU I RED. ONE FOR TELEF HONE SERV I GE AND ONE FOR GAT\/ SERV I GE. PERI FY ROUTI NCs AND REQUIREMENTS WITH LOC,,AL 5ERVICE FROVIDER5 PRIOR TO ROUC:;HIN. SEE SPEGIFIGATIONS FOR ADDITIONAL REQUIREMENTS. GALVANIZED ANCHOR BO BY POLE MANUFACTURER BOND SYSTEM ROUNL TO GROUNDING LUG INSIDE POLE BOLT COVER - LEVELING NUT 3 q . SCHEDULE 40 PVC TO NEXT FIXTU 3"MIN. COVER ON ALL i STEEL REINFORGI=HENT 9 PER MANUFACTURER'S BOLT CIRCLE POLE ROUND OR 5OUARE AS INDICATED BY FIXT. SCHEDULE HAND HOLE AND GOVER GROUT UNDER POLE 1" CHAMFER FINISHED GRADE OR PARKING LOT SURFACE 3000 PSI CONCRETE ANCHOR BOLTS SY POLE MANUFACTURER CONDUIT SIZE AS SHOWN ON DRAWING 6#5 VERT. REINF. BARS WITH #4 TIES AT 1211c.C. TOP TIE 3” FROM TOP OF CONCRETE, NEXT 2 TIES AT 6". TIES 1-1/2 LAPS BASE BY G.G., E.G. A 21_011 ,I FOOTING MUST BEAR ON y' SHALL COORDINATE DIA. �I UNDISTURBED SOIL POLE BASE DEP"TAIL N.T.S. SVA 50"ITE L16HT FIXTUR`Z SCH"EVVL FIXT LTR MANUFACTURER CATALOG NUMBER LAMPS FIXT. VOLT. FIN15H MOUNTING REMARKS NO. TYPE 5A KIM IA/AR5/400MH2O8/DB-P I 40OMH COATED 208 BRONZE 30' POLE POLE #IK5530-418/A/D5-1` SVA Oi GENERAL CONTRACTOR SHALL PROVIDE FIRIEPR.00FIWi AROUND REGE55ED FIXTURES INSTALLED IN FIRE RATED GEILING PER U.L. REOUIREMENT5. ELECTRICAL CONTRACTOR SHALL COORDINATE. Q 51717- SPECIFICATIONS FOR LAMP AND BALLAST TYPE. VERIFY LAMP COLOR WITH ARCHITECT PRIOR TO ORDERING. O PROVIDE ARROWS AND FACES AS INDICATED BY THE DRAWING5. ® MANUFACTURERS L15TED IN TH15 5CHEDULE OR BY WRITTEN ADDENDUM WILL BE THE ONLY APPROVED MANUFACTURERS TO BID THE LIGHTING FIXTURES FOR THI5 PROJECT. CONTRACTORS AND SUPPLIERS USING PRICING FROM MANUFACTURERS NOT LISTED ON SCHEDULE OR BY ADDENDUM DO SO AT THEIR OWN RISK. O FIXTURES BY THE FOLLOWING MANUFACTURERS EQUAL TO TH05E 5PECIFIED AND APPROVED BY THE ENGINEER WILL BE ACCEPTABLE: FIXTURE EQUALS SHALL BE MANUFACTURED THE SAME A5 SPECIFIED UNITS, I.E., ENCLOSED SPRING LOADED LATCHES, ALUMINUM DOORS, POST PAINTED FINISH. A i PLAN L- GUT MESH AROUND OPENING (MESH NOT SHOWN) 6"X 6" WIRE MESH cv (#6 GA. STEEL) 3" FROM GRAD T OUT5IDE OF PAD k\t < t #4 REBAR, SPACE ° _ AS 5HOWN ABOVE -t_V SAND FILL OR THOROUGHLY THIS DIMIN510N MAY BE TAMPED EARTH REDUCED TO 4" ABOVE SEGTION A -A FINISHED PAVEMENT. NOTES: 1. VERIP( PAD LOCATION, DIMENSIONS AND ALL REaUIREMENTS WITH LOCAL UTILITY CO. OPENIW-35 ARE BASED ON ABBE $CSE TRANSFORMERS. CHECK WITH LOCAL UTILITY CO. PRIOR TO CONTRUGTION OF PAD. 2. THE TOP OF THE TRANSFORMER PAD SHALL RECEIVE A SMOOTH TROWEL FINISH. THE CORNERS AND EDGES SHALL BE ROUNDED OR BEVELLE=D. 3. THE CONCRETE SHALL BE A MINIMUM OF 3,000 LB. MIX. 4. CONTRACTOR SHALL EXTEND FORMS DOWN TO AT LEAST 3" BELOW AVERAGE GROUND LINE. 5. TOP OF CONDUITS SHALL BE FLUSH WITH TOP OF PAD. 6. IF THE TRANSFORMER PAD 15 INSTALLED IN AN AREA 5U5,1EGT TO VEHICULAR TRAFFIC,, THE INSTALLATION SHALL BE PROTECTED WITH PIPE RAIL GUARD, PER UTILITY GO. STANDARDS. -7, THE CONDUIT OPENING SHALL BE FREE AND CLEAR OF CONCRETE. 8. THE MAXIMUM NUMBER OF CONDUITS ON SECONDARY SERVICE SHALL NOT EXCEED THE MAXIMUM NUMBER ALLOWED BY THE UTILITY Co. VERIFY WITH UTILITY GO. PRIOR TO ROUGH -IN 9. PROVIDE PROPER CLEARANCE AROUND TRANSFORMER FROM ANY ABOVE GROUND OBSTRUCTIONS. MINIMUM DISTANCE SHALL BE: (BACK) 3' MIN. FROM ANY FIRE RESISTIVE WALL5; (51DE5) 3' MIN. AND (FRONT) 10' MIN. r (75-500 K\/A) *Loom ) r: T A I L m NO SCALE o7osa—000 @ copyright 2001 THE ARCHITECT AND ENGINEERS WILL NOT E3E INVOLVED WITH 1511DDING AND NEGOTIATION PLEASE DIRECT ALL QUE5TION5 CONCERNING DRAWINC-r5, 5f ECIFICATION5, 51.1155TITUTION5, CLARIFICATIONS, BIDDER5 LI5T5, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCT ION REPRE5ENTATI VE JOEL PALMER PHONE: 941-920-2643 FAX: 40-1-114—iJ ARCHITECT: WESLEY A. DARNEEE CONTACT INFORMATION: ROXAN N E ESTES 105 N. Washington Wichita, Kansas 61202 ph 316.262.4100 fx 316.262.0002 PR MAFY MUST BE WELL TO C -LINE i I G A �z C ry O I_ CONDUIf5 111`45TALLD OF O NI SECONDARYCONDUITS 5 I T B 15 CONDUIT O PRIMARY NING SEG. E N 211 1111 6211 ii 11 54" A i PLAN L- GUT MESH AROUND OPENING (MESH NOT SHOWN) 6"X 6" WIRE MESH cv (#6 GA. STEEL) 3" FROM GRAD T OUT5IDE OF PAD k\t < t #4 REBAR, SPACE ° _ AS 5HOWN ABOVE -t_V SAND FILL OR THOROUGHLY THIS DIMIN510N MAY BE TAMPED EARTH REDUCED TO 4" ABOVE SEGTION A -A FINISHED PAVEMENT. NOTES: 1. VERIP( PAD LOCATION, DIMENSIONS AND ALL REaUIREMENTS WITH LOCAL UTILITY CO. OPENIW-35 ARE BASED ON ABBE $CSE TRANSFORMERS. CHECK WITH LOCAL UTILITY CO. PRIOR TO CONTRUGTION OF PAD. 2. THE TOP OF THE TRANSFORMER PAD SHALL RECEIVE A SMOOTH TROWEL FINISH. THE CORNERS AND EDGES SHALL BE ROUNDED OR BEVELLE=D. 3. THE CONCRETE SHALL BE A MINIMUM OF 3,000 LB. MIX. 4. CONTRACTOR SHALL EXTEND FORMS DOWN TO AT LEAST 3" BELOW AVERAGE GROUND LINE. 5. TOP OF CONDUITS SHALL BE FLUSH WITH TOP OF PAD. 6. IF THE TRANSFORMER PAD 15 INSTALLED IN AN AREA 5U5,1EGT TO VEHICULAR TRAFFIC,, THE INSTALLATION SHALL BE PROTECTED WITH PIPE RAIL GUARD, PER UTILITY GO. STANDARDS. -7, THE CONDUIT OPENING SHALL BE FREE AND CLEAR OF CONCRETE. 8. THE MAXIMUM NUMBER OF CONDUITS ON SECONDARY SERVICE SHALL NOT EXCEED THE MAXIMUM NUMBER ALLOWED BY THE UTILITY Co. VERIFY WITH UTILITY GO. PRIOR TO ROUGH -IN 9. PROVIDE PROPER CLEARANCE AROUND TRANSFORMER FROM ANY ABOVE GROUND OBSTRUCTIONS. MINIMUM DISTANCE SHALL BE: (BACK) 3' MIN. FROM ANY FIRE RESISTIVE WALL5; (51DE5) 3' MIN. AND (FRONT) 10' MIN. r (75-500 K\/A) *Loom ) r: T A I L m NO SCALE o7osa—000 @ copyright 2001 THE ARCHITECT AND ENGINEERS WILL NOT E3E INVOLVED WITH 1511DDING AND NEGOTIATION PLEASE DIRECT ALL QUE5TION5 CONCERNING DRAWINC-r5, 5f ECIFICATION5, 51.1155TITUTION5, CLARIFICATIONS, BIDDER5 LI5T5, BID DUE DATE, ETC. TO THE OWNERS CONSTRUCT ION REPRE5ENTATI VE JOEL PALMER PHONE: 941-920-2643 FAX: 40-1-114—iJ ARCHITECT: WESLEY A. DARNEEE CONTACT INFORMATION: ROXAN N E ESTES 105 N. Washington Wichita, Kansas 61202 ph 316.262.4100 fx 316.262.0002 PRINTS ISSUED 4/4/01 FOR PERMIT JOB NO. drawn: 06045.2 checked: i VALUE PLACE i I �z C ry O I_ PRINTS ISSUED 4/4/01 FOR PERMIT JOB NO. drawn: 06045.2 checked: i VALUE PLACE