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HomeMy WebLinkAboutVAIL VILLAGE FILING 7 TRACT B GOLDEN PEAK CHILDRENS CENTER 2006 MEZZANINE.pdf ♦ � � � � � A E S T O {-� A T / CI N > /'�/ C To: Chris Gunion — Town of Vail From: Rob Faddick Fax: Pages: 10 Phone: Date: January 16, 2007 Re: Plan Review Comments — BP #606-0244 CC: ❑ IJrgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle • Comments: Mr. Gunion, Please find enclosed the appropriate comments and plans requested per your plan review comments letter dated 09/21 /2006 . Attached are 4 copies of revised Architectural plans , 4 copies of revised mechanical plans, 4 copies of fire alarm plans, 1 copy of fire alarm specifications , and comments from Melick Architects and AEC Engineers. The electrical and fire sprinkler plans remain unchanged and were included with the original permit application . Please review and call me if you have any questions. Thanks. Rob Faddick 824 E. Chambers Avenue, Unit B6 • P.O. Box 109 • Eagle, Colorado 81631 • Office (970) 328-4900 • Fax (970) 328-7708 Washington • Colorado • Idaho • Oregon M E L I C K A S S O C I A T E S 1 N C December 14 , 2006 Town of Va i I " Department of Community Development 75 South Frontage Road Vail , CO 81657 Attention : Chris Gunion , Building Plans Examiner Subject : Golden Peak Childrens Center BP # BOb - 0244 Dear Mr. Gunion , The following list of items indicates changes made to the enclosed 12 . 14 . 06 plan review comments set of drawings to comply with your comments. Architectural Comments: 1 . A means of egress / code plan has been included in the drawing package. RE : A2 . 1 a 2 . A future phase 2 floor plan is now included in the drawing package which shows the proposed uses of the infill spaces. RE : A2 . 2 3 . The parking lot site work is being performed under a separate scope of work and is to be reconstructed per ANSI requirements . 4 . The second level egress doors are to remain unchanged as are the exterior exit stairs and exit discharge . The second level east doors will not be included in required egress path . 5 . Ceiling heights have been included on the floor plan for the areas at the new floor infills . Sloped ceilings at the second floor allow for an average ceiling height of 7 ' - b" per IBC 1208 . 2 exception 2 . RE : A2 . 2 . b . A typical detail showing the proposed ceilVngs has been added to sheet A2 . 1 . 7 . The wall line between grid line A and B at the second floor has been shifted towards grid line 2 to allow for a average ceiling height of 7 ' - b " . In addition the floor infill between grids B and C and grids 1 and 2 has been raised to allow for a 7 ' - 6 " ceiling height below at the first floor. Spot elevations of ceiling heights are shown on the A2 . 2 floorplan . 8 . Currently there is not an accessible restroom . A remodel of a restroom on the second floor is proposed for the second phase of construction . Refer to sheet 2/A2 . 2 for this restroom . 355 SOUTH TELLER STREET A R C H I T E C T U R E SUITE THREE HUNDRED SEVENTY I N T E R I O R 5 LAKEWOOD CO 80226 P L A N N I N G TEL 303 . 534 . 1930 WWW.MELICK. COM FAX 303 . 534 . 1931 9 . The cover sheet has been amended to reference 2003 IPC as adopted by TOV . 10 . Soil testing will be performed by HP Geotech . Structural steel and welding will be inspected by Dave Sturgeon . Concrete is certified by the batch plant per engineering specs and is noted on batch tickets . If additional information is required , please contact Rob Faddick at Alliance Restoration (970) 328 - 4900 . Structural Comments: 1 1 . None of the proposed space created by the new floor infills is proposed to be storage use. Plumbing Comments 12 . Refer to response letter from AEC engineers. We have included 4 revised stamped sets of drawings with this correspondence . Please feel free to call me with any questions or comments regarding this submission . �� ,Sin ` rel� j �hris ooper � �.ec � Architectural Engineering Consultants Mechanical & Electrical Design Services Code Comment Response Letter : Chris Gunion From : Robert J . Benson To : Town of Vail Building Department Date: November 9, 2006 75 S . Frontage Rd . Via : E-mail : Vail , Colorado 81657 Hand delivery Phone: 970-479-2138 Facs i m i le: 970-479-2452 Re : Golden Peak Children 's Center Meu. AEC # 26706 Chris , In response to your plumbing code comment on Golden Peak Children 's Center Mezzanine permit number B06-0244 . 2 Amend gas piping plans to show compliance with IFGC 409 .4 and 410 . 2 for the new MP gas piping and regulator. a . Mechanical M1 . 0 drawing i . Typical mechanical equipment gas connection detail 1 . Gas shut-off valve shown ahead and after medium pressure regulator for isolation of regulator. 2 . Note indicating regulator to be vented to ambient . b . Mechanical M2 . 1 drawing i . Level 2 mechanical plan boiler room . 1 . Gas shut-off valve shown ahead and after medium pressure regulator for isolation of regulator. 2 . Note indicating regulafor to be vented to ambient . Robert J . Benson �� /��---.r— 40801 US Hwy 6 & 24, Ste #214 Avon, Colorado 81620 Post Office Box 8489 Avon, Colorado 81620 Phone : 970-748-8520 Facsimile : 970-748-8521 Email: robert(a�aec-vail. com Web : www.aec-vail.com Golden Peak Children 's Center FireAlarm Specification Page 1 1/2/07 SECTION 16721 - FIRE ALARM SYSTEMS PART 1 — GENERAT , 1 . 1 SiJMMARY A. This Section covers the fire alarm system, including initiating devices, notification appliances, au�liary controls, and supervisory devices . B . This section includes the furnishing of labor, equipment, and materials for installation of the fire alarm system as specified herein. The scope of work for this project includes : 1 . Replacement of the existing fire alarm system for the Golden Peak Children' s Center. E�sting FACP is a Notifier System 5000 . All e�sting initiating aevices sha11 be replaced with new addressable devices . New and remodeled areas (as noted on the plans) shall be provided with new initiating devices . 2 . Connection of existing notification circuits to new system. If necessary, a new power supply shall be installed to accommodate e�sting notification devices . New and remodeled areas (as noted on the plans) shall be provided with new notification devices . 1 . 2 RELATED DOCUIVIENTS A. Drawings and general provisions of the Contract. B . The system and all associated operations shall be in accordance with the following : 1 . International Building Code (2003 edition) 2 . International Fire Code (2003 edition) 3 . NFPA 72, National. Fi�°e Ala�°na Code {2002 edition) 4 . NFPA 70, Natzonal Electr•rcczl. Code 5 . Town of Vail requirements 1 . 3 DESIGN CRITERIA A. Contractor is responsible for providing a compliant system in accordance with all applicable standards. 1 . FACP — Provide an addressable fire alarm control panel. The e�sting panel location and backbox (if feasible) may be reused . All 16721 - 1 Golderz Pealz Children 's Center Fire Alarm Specification Page 2 1/2/07 required clearances (3 ' ) must be maintained . The FACP shall be located in a dry, clean, heated location. 2 . Initiating devices — The e�sting building current has full coverage . detection. Replace all existing smoke detectors, heat detectors and manual pull stations with new addressable devices . Provide new devices in new and remodeled areas . 3 . Notification devices — Existing notification devices shall remain, provided they are functional and provide compliant candela ratings . Provide new devices in new and remodeled areas . Devices that do not function or that are damaged shall be replaced . B . Coordination with Fire Protection Engineer — Prior to completion of fire alarm shop drawings, the fire alarm contractor shall conduct a inandatory coordination meeting with the project Fire Protection Engineer. 1 . 4 SYSTEM DESCRII'TION A. General : Provide a complete, noncoded, addressable, microprocessor- based fire alarm system with initiating devices, notification appliances, and monitoring and control devices as specified herein. B . Panel requirements : Provide a Notifier AFP200 or NFS640 . Alternate manufacturers may not be considered due to compatibility issues . Contact Commercial Specialists in Silverthorne, Colorado (970) 513 -7100 for Notifier equipment and programming. C . Wiring/Signal Transinission : 1 . Transmission shall be addressable signal transmission, dedicated to fire alarm service only. 2 . System connections far initiating (signaling) circuits and notification appliance circuits shall be Class B . 3 . Circuit Supeivision: Circuit faults shall be indicated by a trouble signal at the FACP . Provide a distinctive indicating audible tone and alphanumeric annunciation. D . Audible Alarm Notification : By horns throughout the building, in accordance with the audibility requirements of NFPA 72 . Visual Alarm Notification : By strobes in corridors, common areas, and ADA units . E . Power Requirements 16721 - 2 Golden Peak Children 's Center Fire Alarrn Specification Page 3 1/2/07 1 . Primary: The control unit shall receive 120 VAC power via a dedicated fused disconnect circuit . The incoming power to the system shall be supervised so that any power failure will be indicated at the control unit. A green "power on" LED shall be - displayed continuously while incoming power is present . 2 . Secondary : The system shall be provided with sufficient battery capacity per NFPA 72 . 3 . Provide sufficient power supplies, either at the FACP or remotely, to accommodate system requirements, as represented by the device layout on the drawings. 1 . 5 SLTBMITTALS A. General : Submit the following to Fire Protection Engineer: 1 . Product data sheets for system components, illustrating UL listing of each device . 2 . Wiring diagrams from manufacturer. 3 . Shop drawings showing system details including location of FACP, all devices and circuiting, 4 . System description including circuit supervision, auxiliary controls and sequence of operations. 5 . Operating and Maintenance Manual : Provide data for each product, including all features and operating sequences . Provide the names, addresses, and telephone numbers of service organizations . 6 . Product certification signed by the manufacturer of system components . 7 . System test records. B . Submission to Authority Having Jurisdiction (AHJ) : Submit to the authority having jurisdiction copies of submittals as described in item A. Fu e alarm contractor is responsible fflr obt�ining and paying for the fire alarm permit . 1 . 6 QUALITY ASSURANCE A. Installer Qualifications : A factory authorized installer is to perform the work of this section. The installation must be supervised or perFormed by a minimum of a 1VICET level II technician. 16721 - 3 Golden Peak Children 's Center Fire Alarm Specificatioi� Page 4 1/2/07 B . The installing company must hold the proper and required license in the State of Colorado and Town of Vail . C . All equipment sha11 be UL (Underwriter' s Laboratory) Listed PART 2 - PRODUCTS . 2 . 1 ACCEPTABLE MANUFACTURERS A. Subj ect to compliance with requirements, provide products by one of the following : 1 . Notifier 2 . Alternate manufacturers are not allowed due to compatibility issues . B . Being listed as an acceptable Manufacturer in no way relieves obligation to provide all equipment and feature� in accardance with these specifications. 2 . 2 FIRE ALARM CONTROL PANEL (FACPj A. General : Provide a Notifier AFP200 or NFS640 . P 2 . 3 MANUAL PULL STATIONS A. Description: Double-action type, red LEXAN or rr�etal, with white raised- letter operating instructions . Station will mechanically latch upon operation and remain so until manually reset with a key common with the control units . 2 . 4 SMOKE SENSORS A. General : Comply with LTL 268, " Smoke Detectors for Fire Protective Signaling Systems . " Device shall consist of a permanent base and a plug in sensor. Detectors shall be self-restoring, intelligent and analog . B . Type : Smoke sensors shall be of the photoelectric type. Ionization type sensors may not be used . C . Duct Smoke Detector: Photoelectric type, with sampling tube of design and dimensions as recommended by the manufacturer. Detector includes relay as required for fan shutdown. Each duct detector sha11 have a Remote Test Station with an alarm LED and test switch. Ionization detectors may not be used. 2 . 5 HEAT DETECTORS 16721 - 4 Golden Peak Children 's Center FireAlarm Specification Page 5 1/2/07 A. Thermal Sensor : Combination fixed-temperature and rate-of-rise unit with plug-in base and alarm indication lamp; 135 -deg F fiaed-temperature setting except as indicated. 2 . 6 ALARM-NOTIFICATION APPLIANCES A. Fire Alarm Harns : Electric-vibrating polarized type, operating on 24-V d . c . Audible alarm level shall be 75db throughout or 15 db above ambient, per NFPA 72 . B . Visual Notification Appliances : Multi candela output, 24 VDC operation, wall mounted with "FIRE" printed vertically . Strobes shall be provided in candela as needed to comply with 1�TFPA 72 . C . Audible/Visual Units : Combination notification appliances consist of factory-combined, audible and visual notification units in a single mounting assembly. 2 . 7 ADDRESSABLE MODULES A. Addressable Modules : Monitor one or more system components that �re not otherwise equipped for addressable communication. Modules shall be used for monitoring af waterflow, valve tamper, and non-addressable devices . B . Modules will be capable of mounting in a standard electrical box. Modules will include cover plates to allow surface or flush mounting. Modules will receive their operating power from the signaling line or a separate two wire pair running from an appropriate power supply as required. C . The Module shall be supervised and uniquely identified by the control unit . Module identification shall be transmitted to the control unit for processing according to the program instructions. PART 3 — EXECLTTION 3 . 1 IlvSTALLATION, GENERAL A Install system components and a11 associated devices in accordance with applicable NFPA Standards and manufacturer' s recommendations . 3 . 2 EQUIPMENT INSTALLATION A. Furnish and install a complete Fire Alarm System as described herein and as shown on the plans . Include sufficient equipment, wiring, terminations, 16721 - 5 Golden Peak Children 's Center Fire Alarm Specification Page 6 1/2/07 electrical boxes, and all other necessary material for a complete, operating system . B . Existing Fire Alarm Equipment : Sha11 t�e maintained fully operational until the new equipment has been tested and accepted. C . Equipinent Removal : After acceptance of the new fire alarm system, disconnect and remove the existing fire alarm equipment and restore damaged surfaces . D . Water-Flow and Valve Supervisory Switches: Connect for each sprinkler valve required to be supervised . 3 . 3 WIRIIVG INSTALLATI�N A. System Wiring: Wire and cable shall be a type listed for its intended use by an approval agency acceptable to the Authority �Iauing Jurisdiction (AH� and shall be installed in accordance with the appropriate articles from the current approved edition of NFPA 70 : National Electric Code (NEC) . B . Color Coding : Color-code fire alarm conductors differently from the normal building power wiring. Use one calor code for alarm initiating device circuits wiring and a different color code for supervisory circuits . Color-code notification appliance circuits differently from alarm-initiating circuits . Paint fire alarm system junction boxes and covers red . 3 . 4 FIELD QUALITY CONTROL A. Manufacturer's Field Services : Provide services of a factory-authorized representative to supervise the field assembly and connection of components and the pretesting, testing, and adjustment of the system. B . System Tests : Test the system according to the procedures outlined in NFPA 72 and per the requirements Qf Vail Fire Department . C . Report of Tests and Inspections : Provide a written record of inspections, tests, and detailed test results in the form of a test log. D . Final Test, Certificate of Completion, and Certificate of Occupancy : 1 . Test the system as required by the Authority Having Jurisdiction in order to obtain a certificate of occupancy. END OF SECTION 16721 - 6 a�,�..�..�,,�. _ .� � � � � 1 �a �:! s � �.� f �� � � � � ,r � �—, � ; � � � � I ' � � � _ � � � JA �. � � ��� � ± I,�'� � ��:� � ., ' � ry ��� �� ��' ������� � � �_ _� ��� � . s.F� , _. . � � , . � ` ��t�tr�uati ' ���€� rr���t �a u �� � � ° � �ilding ��f� ��d l ��p��ti�� ���►��� �� � � . �a�s�� ��ti�rt�t ts�l�t� ����i�t� ��€���f ����d�����3 ���� '3�bid'€t� �f ��r�3t� �°�� is�t����� �rgr�n�ing �fi � p� , .Pg �h�ii ��t be �c�nstrG Fwd t� b� � ��rr��t f�r� �r �� �ppr��;I afix ar�� v��l�ti�a� af ��y c�� tE a� pr��ePsEo�s �f 8h€� ��d� �r �� �r�y �sfi��� �r�ir��r�tic^ �t ���; �tarisdi^ti��. ��rrr�its pr�ssarr�ing t� gi�� ��t��rity tc� v's�I�t� ar ���;�,;,� q�� prouisi�ns �fi fhis ��d� c�r �th�r sardir��r�c�� �€ th� ��arisd=��=�ra �":^:r! ��t �� ! �a(sd. 7'h� iss�ar7�� �f � p�rrrtit b���d �� ����2ruc:��r� �ocu;;.�„�z, �;�d c�ttt�r d��� ;,r°;��I ��� Ar���nf fh� bt�i�dir�g o�Ff�i�6 Frc�m r��c��a;rir�e� �;�;� �orr��tion cf �rr�r� i� th� �c���tru�to�� �ac�rrr����� ��d other c��>�. Tl�� bc�ildir�g cf€ici� i i� �(s� at�th�ri��t� �� �areu�n� a,���rp���y �� �s� cf � � str��:�, G w� �r� ir� �4�I�ts�;� �f is � � �ar af �r�y �f��r c�r�di��nc��s �f ,� thi� j!wrisdicti��s. i� �d� !�l���: A7°�a t� � � ` � � � � - APPLICABL. E CODES : SHEET NO . DESCRIPTION SCALE �( II-111-11 EARTH � OWNER : � 2003 INTERNATIONAL BUILDING CODE COVER SNEET NO SCALE A4 . � EL.EVATION SYMBOL VAIL RESORTS DEVELOPMENT COMPANY � � TOWN OF VAIL AMENDMENTS TO THE 2003 IBC A0 . 1 PROJECT INFORMATION SHEET/INDEX NO SCALE � POROUS FILL/GRAVEL 2003 INTERNATIONAL PLUMBING CODE/ TOWN OF VAIL 137 BENCHMARK ROAD � 1 � AMENDMENTS AVON , CU 81620 �•� ° � ° CAST IN PLACE CONCRETE A5 . 1 BUILDING SECTION 2003 INTERNATIONAL MECHANICAL CODE/ TOWN OF VAIL (T) 970 - 331 - 5959 ° ° � � AMENDMENTS ARCHITECTURAL PRE - CAST CONCRETE 2002 NATIONAL ELECTRICAL CODE/ TOWN OF VAIL AMENDMENTS X2 . 1 EXISTING FLOOR PIANS 1 /8 " — 1 ' - 0" ° ° 2003 INTERNATIONAL FIRE CODE/ TOWN OF VAIL AMENDMENTS � A2 . 1 FLOOR PLANS 1 /8 " = 1 ' - 0 ° o � : e A6 . 1 WALL SECTION ARCH ITECT : LIGHT WEIGHT CONCRET � � a C O D E A N A L Y S I S - 2 0 0 3 I BC MELICK ASSOCIATES A2 . 1 a EGRESS PLANS 1 /8 " = 1 ' - 0 " 355 S . TELLER STREET A2 . 2 FUTURE PHASE 2 PLAN 1 /8 " = 1 ' _ 0" Q � � BRICK FACE g2 Occupancy - E # 370 LAKEWOOD A6 . 4 SECTION DETAIL CO 80226 p� CONCRETE MASONRY UNIT Construction Type - VB , sprinklered (T) 303 - 534 - 1930 STRU � TURAL � � GROUND FLOOR Allowable Ar�a = 9 , 500 x 2 (sprinklered) = 19 , 000 sf S1 . 0 GENERAL NOTES / DETAILS 1 /8 " = 1 ' - 0" STRUCTURAL TI �E EL. = 100�-0° FLOOR ELEVATION SYMBOL STRUCTU RAL � Actua I Area 8 , 866 sf - Upper Level MONROE & NEWELL ENGINEERS S2 . 0 FOUNDATION / FIRST FLOOR PLAN 1 /81' _ 1 I OI' � � STEEL 9 ,968 sf - Lower Level 1701 WYNKOOP STREET S2 . 1 SECOND FLOOR FRAMING PLAN 1 /8 — 1 - 0 � 0'-6" CEILING HEIGHT KEY # 200 � � ALUMINUM Allowable Height = 1 Story + 1 Story (sprinklered) = 2 DENVER Stories = 60 feet co 80202 FIRE PROTECTION � W2 � 1 WALL TYPE KEY Actual Height = 2 stories = 33 feet (T) 303 - 623 - 4927 � � , � , � ' � ' , � BRASS/ BRONZE FPl . 0 FIRE SPRINKLER / ALARM PLAN 1 /g " = 1 ' _ 0 " � . , ' � � � Occupant Load �.,r FINISH WOOD D201 DOOR NUMBER KEY Lockers 275 sf / 50 sf / occ = 5 occ MEP � � � Kitchen 567 sf / 200 sf /occ = 3 occ TO BE DESIGN BUILD � � WOOD SHIM w2a � WINDOW NUMBER KEY Educational 5 , 645 sf / 20 sf / occ = 283 occ Stor/Mech 314sf / 300 sf / occ = 2 occ � � ROUGH WOOD/ BLOCKING OfFice 1 1 12 sf / 100 sf / occ = 13 occ � �20 � LOUVER LABEL KEY Seating 3046 sf / 15 sf / occ = 204 occ �—+ Assembly 1785 sf/ 5 sf / occ = 357 occ F I RE ALARM : � PLYWOOD Retai ) 319 sf / 30 sf / occ = 1 1 occ hJ���� � TOTAL OCCUPANTS 87g BFPE GLASS LARGE SCALE ��� � Z NORTH ARROW P OR BOX 1068 S � Plumbing Fixtures - E - Educational Men = 439 occupants WESTMINSTER, CO 80036 � � GLASS SMALL SCALE R ❑ ❑ M Women = 439 occupants (303 ) 426 - 0342 _ N m `° z = � a � � , � NAME " � ° � � ROOM NAME / NUMBER KEY � _ = o 0 � BATT INSULATION 201 Required/Provided Q o y ° " M/ater Closets Lavatories " ' � � � 0 RIGID INSULATION Men 9/9 9/5 � � � � o M Women 9/ 10 9/6 N j ° _ ° � V M Y w � Z n U w Z M _ - o � SPRAY ON FIREPROOFING a � w � � � < ? � � � ACOUSTICAL CEILING TILE � CARPET � GYPSUM SHEATHING C� GYPSUM BOARD � METAL LATH AND PLASTER � PLASTIC LAMINATE ON PLYWOOD PLAN REVIEW COMM . 12 - 14 - 06 PERMIT 07 - 21 - 06 � PLASTIC LAMINATE ON PLYWOOD ISSUED FOR : DATE : � METAL STUD PARTITION � � �� �' `� t� �� �� � r , � � V �� , � , , a ,� �o d�� ? �t;; � �� , /t� � ,J ��� o < �� oa ° 1c.� > o �� ;';, � 1 � � - � � �6 0 �'� � - W D TU D PARTITI � � � � o � ,�, �� � � o � � �° '� a � 4n'�3� e'� i ° c= � � � * f� � • � � � SAND rT��'�� � m .. � I • c� �Ft` ° � y� I�• g � r �a '° + a I ° L_ � � -a ��..� .� . c� . � , . , , � q�� �� � �. � 'V" � � SHEET METAL , STEEL ANGLES , ETC . E � . � . �� � , � � STONE (CUT) THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED TNEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART �r r RUBBER/FLEXIBLE MATERIAL THEREOF sHA�� BE COPIED, DISCLOSED To OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF A � B R E V I AT I Q N S THE ARCHITECT VISUAL CONTACT WITH THESE DRAWINGS OR SPEQFICATIONS SHAIL CONSTITUTE CONCLUSIVE EVIDENCE OP ACCEPTANCE OP THESE RESTRICTIONS. WRIT�EN . DIMENSIONS ON THESE DRAWINGS SHALI HAVE PRECEDENCE OVER SCAIED DIMENSIONS. CONTRACTORS SHALL VERIPY, AND BE RESFONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE ABV ABOVE COL COLUMN EXT EXTERIOR GC GENERAL CONTRACTOR JT JOINT OC ON CENTER (S) RD ROOF DRAIN STO STORAGE VBR VAPOR BARRIER V�ARIATIONSH�SFOROME HESTOE,VE°s��° OANOY CONDITIONS SHOWN BY THESE DRAWINGS. AD AREA DRAIN CONC CONCRETE FD FLOOR DRAIN GL GLASS , GLAZING KIT KITCHEN OH OVERHEAD RET RETURN SY SQUARE YARD VERT VERTICAL AFF ABOVE FINISH FLOOR CPT CARPET ( ED) FE FIRE EXTINGUISHER GYP BD GYPSUM BOARD L LENGTH OPG OPENING RFG ROOFING SYS SYSTEM V! F VERIFY IN FIELD PROJECT @ AT CY CUBIC YARD FFE FINISH FLOOR ELEVATION HB HOSE BIBB LAV LAVATORY PLAM PLASTIC �AMINATE RFH ROOF HATCH TEL TELEPHONE VIN VINYL INFORMATION BD BOARD DEMO DEMOLISH , DEMOLITION FIN FINISH ( ED) HDR HEADER LTG LIGHTING PLBG PLUMBING RFL REFLECT ( ED) ( IVE ) ( OR) TOC TOP OF CONCRETE/ CURB W WEST BLK BLOCK DN DOWN FL FLOOR HDW NARDWARE M METER(S) PVMT PAVEMENT RH RIGHT HAND TOM TOP OF MASONRY WD WOOD ` BNDRY BOUNDARY DR DOOR FLUR FLOURESCENT HT HEIGHT MET METAL PWD PLYWOOD RM ROOM TOS TOP OF STEEL WIN WINDOW BSMT BASEMENT DWG DRAWING FND FOUNDATION HTG HEATING MIN MINIMUM PWR POWER RO ROUGH OPENING TOW TOP OF WALL W/ WITH CEM CEMENT EA EACH FOC FACE OF CONCRETE/ CURB HVAC HEATING , VENTILATION , AIR CONDITIONING MO MASONRY OPENING QT QUARRY TILE S SOUTH TYP TYPCAL W/O WITHOUT CJ CONTROL JOINT EL ELEVATION FOF FACE OF FINISH HWH HOT WATER HEATER MRB MARBLE R RISER SCN SCHEDULE UNF UNFINISHED WP WALLPAPER A � . 1 CK CAULK ( ING) EJ EXPANSION JOINT FOM FACE OF MASONRY INS INSULATE ( D ) ( ING) N NORTH RA RETURN AIR SNT SEALANT UON UNLESS OTNERWISE NOTED WWF WOVEN WIRE FABRIC � �° � �� CLG CEILING ELEC ELECTRIC (AL) FOS FACE OF STUDS INT INTERIOR NTS NOT TO SCALE RAD RADIUS STL STEEL VB VINY� BASE CLR CLEAR (ANCE ) EQ EQUAL FTG FOOTING A B O D A B C D O o , � � � ' ��'� , � � � ' � ' _ _ . ' . _ -__ ---- - ____ -- - - - - -- _ . — _ . _--- - ' � o __ � � o __ _ _ _ . - _ _ _ _ , _ _ _ _ _ _ . � UP UP , W i UP i � � � i ATTIC AREA W/ � CONC . SLAB OPEN TO BELOW �_'1 OPEN TO BELOW � ; I � I � OPEN TO BELOW ' � � O O 0 O � � � � � , � , � , �_ �� ; _ � �� � _ � �� i EL. = 103 8 , EL. — 105 - 11 � EL. — 103 - 8 , � UP UP ' ; � � , Q ��� � , I � I � I 1 1 I � _.... . . . ' ._.. . ....... . __ _... _.._ _......_. _.._ ..__...._ _ _ _ _ _ _ .. _ _ _ __ _ _ ._._ _-_ _.__ .__ . _ _.__ _ _ _— ._._.__.._.... . . .___ __ _ . _ ..___.. Q ---- _ - -- - - -- -- - - __ - -- - --- - 2 - - - - - _- _ - -- -- - - - --- - - -- - - - - - -- - - -- , _ _ _ --- - - - - - - - -- - - ---- - - --- �a= 0 - -- - -- � � � �--� �� -- — -- --- -- � .,... , -- - - -- -- - - -- -- -- - - - - - - - � ------- - ---- --- -- - -- - ---- - -- -- - - --- -- �� � � 0 0 0 0 � -- -- ; ; -- ----- --- � , � , �� '� U � , , , � i i � 0 � � � T � Q e � ��_� _� I°�1 � � � -- 00 O � � � �-- - - -- -- ----- - -- ' ' , � . : ___ ...... .___ _ _ . y.... _ _ _ _ _ _ _ ____ _ ._. _. . . . . ....._ _._.... . . . . . ._..._... ._ __ ___. . .. .__ . _ _ o _ _ � _ _ 3 __ .. ._ _ ._�_ _ ___ -- __ ._ _ _ _ _ __ _ _ __ __ ___ _ __ _ _ ____ __ _____ _ ___ _ ___ _ _ _ _ _ _ __ . ___ _ ___ _ ___ _ __ __ _ _ _ . __ � _ __ _ _ w _ _ _ � a � ___ ____ _ � � � ..�__._ � _ ________ _____ _ ___ __ ___ _ , � , , ----_ . _ � ^ UP � p _.__ � F�-� - - - - — -- - --- - ._. ..-- - ----- . - - - - _ -- - - - -- . -'- _ -- ---- --- - - - -- -- - - _ - - .._....- - --- -- ----- --- --- - _. _._ --- . -- --- --- - - — - � - -- _--- -. .. � � - _ � __- - ____ _ _- -- - ---- - - - -- - ---- -- �- --- � � _ _ _ __ _ _ __ _ _ __ _ . 4 _. ---- _ � _ _ ___ _ - - - - _ � � , , , , W ; � � � � EL. — 101 '- 10" � i i i - -- � � 7 � � � — � � � � i � � � � � , � ii i � i i i i � , ' 1 � � F�--9 � ; _ � �� � � E L. — 101 - 10 p� � � EL. - 101 '- 10" � OPEN TO BELOW � � � EL. = 101 '-4 1 /2�� i i i i � , i ' � � � � UP � -d�- E L. = 100'- 1 1 " i ' i i , -- . __ ____- - � _ - - _ - - -- - _ _ -- - ---- _. -- - EL.=100'_ j- 2'� - - --- --- - - - --- - _- - _ . - --- - — - -- - — 5 EL� 1 -4 1 /2 � — — — __ � __ _ . � ' —�— � _ _ _ _ _ _ ___ _ ___ _ __ _ _ _ _ ___ —__ _ _ ._ _ ___ _ � _ _ _ _ __ ______ _ __ _ _ , � � �� __ _ __ _ __ _ _ _ ___ _ ____ _ _ _ _ _ _ _ e . �- EL = 100'- 11 " � � UP � ° UP ' ' � " ° � ' ' � Z � ° - � � UP � � � � � W � � � I I i i �, -�- EL. = 100'-S 1 /2" � � � � w UP ` �- ------ - - ------� DN � � w � o � ----- -_ - - - -- - - - -- -.. _-- --- - - ---- - - -- - - - — _ ...___.. _ - _ - - - ---- -- -- -- - ---- - -- - - - - - - -- -- - - --- - - ---- - - - - ._ ---- - -- - -- - _. . - . __. . - � LL , Q � � o . -- - — � Up � o � � a I I u � � 2 M � O --- _ __ ... _ _ -- � UP � P N � � � � 1 I N = � Z P � � I 1 I � � — � Q F V M EL. = 100'- 0" � � � z o J Z 1— Q M W U J _' �� Z � I � 4 _ o �- � O ; ! � � OPEN TO BELOW � � - r -� � ._. . ___ - - - - . _ - —_ _ - __"____ _ _.. _"'... "'" _ __..._..._. . . ._'___ _ _ __ - ____'__ - - — __ —__ _ ._ - - __ _ _ ._._ - . _ __ ___._ __ _ '._..'__'_'___ _ _—I._ _ __. _ ._.. _._ _. '__— ' __ � "' _ _ ._.._.- ' _ _ � _" ' __ _ _____ - _.__ ._a__ i _ i- ...__._._ .._.. ._._._._.__ __ - - _ _ ..____.._.. .._ � DROPPED _ . � � � � - -- . _ - - --- - - 7 -- - - -- ----- - ------ - - - - --- - - - -- - - - - - — - - - _ _ - - - - ---- � , � � � --- � � i i - - _--- - - -.. _ -- - — - - - - -- --- - - - - , , � , CEILING AREA O � ( � � � � � � � � � � � I � � � � I EL. = 100'-0" O ; ; ; OPEN TO BELOW � � � � � DROPPED i O O CEILING AREA i _ _) � � � OPEN TO BELOW UP C;,� __ _ __ -- _ - ,, � � EL. = 100'- 0° I i i OPEN TO BELOW ' UP __.., I ' ' i I , __ _ _ _ - __ _ _ - - - --- - -- --� _ -- -- - -- - - - - - -- - --- --- -- --- - __ __ _ _ _ _ --_ _ _ _ --- -- - -- _ _ _ - - - — - � o _ _ _ ___ ____ __ _ _ _ ___ ___ _ __ _ _ _ ___ __ __ 8 . _ _ _ ---_ _.. -- --- _ --- - -- - - - - _ _ . - —, -- - - -- - - - — _ __ --- _- -- -- _ ' ._- P E RMIT 07 - 21 - 06 ' ' I ISSUED FOR: DATE : I � � � � � � � �` � �a u � � �t u ;r �� , �� , ,� ��o _ . . , �, ��.0 � r�- ��. � � 7 ,� (rY� � ij V J � � � � EXISTING FIRST FLOOR PLAN � �� ,�� � � � � � � � �� � 2 EXISTIN � SECOND FLOOR PLAN � ` ��� ` � ° �, � , . ;, �� � , , � w, a � � e> +'l. %/ �� 3. '1 . � � Y G �� V )ryo, �ui.�Lh ` t�Le� Ci ; .� '. �'�"c j{ .,. �-�i t �' Y t °. X . 1 SCALE : 1 /g " = 1 ' _ 0" k ° • SCALE : 1 /8 " = 1 ' - 0" _ �� a � � � �; � � _ � � �� a � � `� � � ' �' '' `� , , � J, �� � � � � `' ' ,` ' � �� i � , , o , � � ° � � � � a , � �r� � � ��� ��� �, � � fa 1 ' THESE DRAWINGS AND SPECIFICATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS � REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITN ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT TNE WRITTEN CONSENTOF THE ARCHITECT. VISUAL CONTACT WITH THESE , DRAWWGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF . ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL NAVE PRECEDENCE OVER SCAIED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR AI.L DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFPICE MUST 6E NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. EXISTING FLOOR PLANS X2 1 - c ��� a 0 A B C �D A B C�� D �, �I I � � � I I � NEW WALL ASSEMBLY TO O I I � �, MATCH ADJACENT WALL � I ' CONSTRUCTION „ _. - , _: _ _ � .__._._w _ _ _ - - - - - __..__ _ � � .._� _. _�__�� :. _ W�. ___ _ . , __ �.. � �.�.,�r>. _. - - _ . ._.. - - - ., � . _ _.. ._..__._. _ - - �: �.. __ .. _ ;� __ _ __ __ . .�__ , ... _� � �� _ _ ,.:_. 1 1 =� � ���� � o _ _ _ _ _ „ , _ _ __ __ _ _ � �� _ � � : � , � � , " DN DN ' � � � i � I �JP I eO� eemv � sas � � � a � s � se � aamms � s � � � esm � a �a � � e�� sa � � � � ass � e � � o � � rs � � � � s � � � a � 04�' , � ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . ...::�. . . .. .,.:,�. . . . ;_ - - - - - - - - - - - ' - - -- � I na � . � - - - - - - - - - � _ . •`. .' � ; � ' ' •`• �, I �.•'' / � : PATCH AND REPAIR 1 ��� �' � � � � ' � ��'�' .�`� � � � I I � '-• � � � '�� � � i ° [ ADJACENT WALL � ; , � ��� �. .� �� � � ' ���� � . '.,, F . F . - 1 1 �4 '- 10" �,.°'����� � � � CO C� SLAB � � � - - --- , - _ _ - NEW CEILING NEW CEILING CONSTRUCTION AT - - - -- -= � . . � � -- � � I - . . j .� . � � , , ' •.,� i �;. CONSTRUCTION ABOVE TO � CONSTRUCTION ABOVE TO NEW COLUMN ,] ' e `•�39'-0" (EXTFJ>tD WA�L TO ALICN W/ VALLEY BM ABOVE) ; ; ' , � ••., i ,:' , r.,. . > OPEN TO BELOW � MATCH (E) ADJACENT CEILING MATCH (E) ADJACENT CEILI ATION 5 � � � � � �` �''� ' � � I . � [ � l : � ''•. ,•'� I, I _ I � i `•,��� ���,. I � i 0 O O O � � . . � � . . � CEILING = 7'- 6" CEILING 7'-6" � i :��'�. , ' � � ,-�'��;'•-, ' ■ MATCH ADJACENT EILING ��, � � ' ��' ° '' �'' '' ' � -'" '•� � ; . . � ,. ., ■ , ,. .� � � � . i •, , � � � � EL. = 103 - 8 s . . � � , ` ,: ., � ' " �� � J►f�W FLOORASSEMB�C�� '�, '�, � i �� ,,.� � NEW FLOORASS �MBLY'' ,� i � � �p � � p � � �� � � ;' INFILL, RE : STRUCTURAL �'•,� � � '�, I I �,,.�'� INFILL, RE : STRUGTURAL ''�.,,,� e ( ' � F . F. . = 103 -8 • DRAWINGS � � � ) , � •° ��, DR,4WINGS � � I' '' � � , � F . F . = 105'- 11 " ' � ; ' , � ' � REMOVE E WALLS, PATCH , � i ,� � � , , AND REPAIRADJACENT � � ,•• ' '••. � � - - - � � , , • I' ��• ,�� � - � . . � . . Y . . . . � ,� . ti :. . .. . __-,_ . .. .-_-.- . ..- .. _, _ . . :-- � _�� - - - - .� �'''. , .;;:, l .: - - - - - - - - - - - - - - - - - �,.. �.�. � . . _ . . . _ _ ._ . -- - - - - , :,�. .��.<<i.., .,_ . .: , . . . . :. --- -- . __...--- - - - ---- ------ - — -- .- .- === _____-_ _v W..�__ � ___W _ � __�-_� � m_ -.�._.� � - -- - ..... . ... . ... .... �� �----- ----- - ------ ---------- ---- - --� �-�_ -.. .... , . : ..._. . ._ . . . ._. -- - - - - - - -- ..__. . . - -- -. _ --.__ _ . �_ _ _ - - - - - - ___ . __. � . _ -ONST#�UCTI�N AS - - _ __ �--- , -�- - _ _ - - - -- -- 2 -- - - - _ _ _ � ____ - - - --- -- -- __ _ � -- -- ___— - __ � � � � : . � - � , , -e -- - - 2 = � ' ' � REQUIRED � 1 i m� . OO - - - -- - - - F°�� - - - - --- : ' : �. , � �oe � � � � s � � � � � � ss � � e � � � � � ° � � � s � � � � � � � s � ��� ° � � � � � a � �,� � � � � � � � * � � � � s � a � � � * 0 _.__.....--- --- - ----- -- - � � �� � � 1 ���� � ��'� E; g I; ������, __°� REMOVE�� (E) GUARDRAI MATCH (E} ADJACENT i �� ` � � � : � �� � ��_��� � � `� ' " � � � � �� � -��� — ASSEMBL� FINISHED FLOORING ,_ � . a . � �. � . ,� - • ,��. , , . � � �� � ___ ; : � - ----- - - - -- -- - -- -- -- -- - -- ---, -- -- - - ----- -- -- -- -- -- •, -- -- -- - - - - - - - - -- -- - - - -- i 000 00 � �,. � -- - - � �' I ; �I E i i�, � ` � i � I � � ' t E i _. � — � � � � � I , � � - � _ � , a F . F . 1 13 - 8 �_ ... . . o � � ; _ `; '� NOTE : DASHED AREAS � �� ` -- , � ,� _ . , , ; � �__ __ _ __ __ ________ _ __ : � �; � �` � �, I � INDICATE SCOPE OF WORK , � , , ,, ; � , ; � - ' _ - - - -- - --- - -- - - _ ____ _ -- -- ---- - - --_ _ - - ----- - — - - - - - - - - - - - - - - - -- --- - - - - __ ---- - -- - - - --- - - - -- - - - - -- - - _ _. _._-- - -- - - -- _ _ _ _ - - _ _ --- - - -- - 3 -- _-- - - _ � - ; -- a -- kEE _ __ __ _ _ _ _ . �, : _. _ _ _ � - � 3 � {- � _ _ a o , , ; � � � � . � � � o - - - - � � ,- � UP UP i � � �� � � � � . . sos . - a . s . �4er4rs - o . . av - . - e� 6 � ,., .. . ♦ . ♦ '� '�.. �; - ` �• ... '� '� , tsl'� _ . . . , � � - --- -- ---.._..._._._ _ ._..__ - - - -- --- -- --- ` . ;a : - " - r; _ _ ___._ _ __ -- - - _ _._. _-- -- -- -- -- - - - - - - - _ _ _ _ _,� _ . �. - --__ _ _-- - � - - -- - _, u.. ..., � _ - --- - --- - ---- - -- - - -- _ - - -- - - - - - - - -- -- - - - -- - -- - - - -- - --- - - - - - - - _� � ', �� ,, - � . . , ._ �<, xw,.. , �>,� - - - A _-_: _ �-:_. --_;- �s --- _' - - � — �' 4 _ — - -- - -- -- - --- - - --- , - - - �� . � � � �, .� . �_. _ _Yrr , I - � ,:.�v� � � „ _� f iii `. .' i�� o , . . �,� � � � � , � � T � ; i ; � P�I ���`. REMOVE (E) GUARDR,41L .'• '��'� � I l I I O � � �_ _ ' ' �°T°°� �1 � i i � � '�" ��'� ASSEMB�Y %. '�I�'I e � o I : �. i � I � EL. = � O � �' � O�� � �� I I � ' ������� � � � � ii�ii � '. I i �; i �� � � I NEW CEILING i ■ � � •. ; ��� � � '�� � � CONSTRUCTION ABOVE TO � �"�� �; �� MATCH (E) ADJACENT ■ �I � `•� �� F F = � � �,.��� � I',� � � � � � i i FINISNED FLOORING • • �� (E` I � i MATCH (E) ADJACENT CEILING i �� � �� I � � �• : " e . , �, o � a< i ( � � � „� ��� i� u 9 � i i � ' �� i u � I EL. = 101 '- 10" =i � � �� � � � � " ,.�tt�.� �� o o � � � � �, � [i�s EL. = 1 Ol '- 10° � � . � � EL. = 101 '- 4 1 /2" � �'� � � �, , � � � ��� � . ;i � � � � . . � � � , e � . . � c •` ; i I I � � � � � ��� �� � � F � � I � � � �� ll � ?, � i i �;� i��� r I � 'NEW Fl00RASSEMBLY' . �� r ---- ' i �-' i � q� ;•' INFILI, RE : STRUCTURAL ��.� �' � i � � p � � EL. = 100�� � � �� � I�I : �. ',I, � i i I , • ' II ,. � /il� � � I � �� m � � o � r ' ) ■ ; . � DRAWINGS �� ', lu O i i O � �,� � '� ����� .° : � ����� .• -. ����� e . ��: . � � �: . � . o . ���,:�• ',. ����, � -, ° � -- - _ ..�. . _ _ „ - - - _ - - - - �� - - - - - - . . _ _ .. � _ .__ __ ., � --- _. �� - �-- - - -� � _ � - -- - - - -- -_ _ _ _ - _------ _ _ __ :. � .__._ __ .. . _.� �. ._. _ - - - � ♦ �-- - --- - --- -- - �- � �� - -- - -- - ---� - - — _ _ - �— �� � ------ - ----- ---- - __r. . _ ___, � _ .� _, _� - — - ��- --- -- ,�-- _� __�_ � _ ___ � - - - 5 - - _ _- - - - - _ _ i � 1 '- 41 /2° -Et:-= �' 00 - 1 /2 � � � e j � � _ Q �- � � � � � NOTE : DASHED AREAS - " E " I --� EL. = 100 - 11 � � UP " . 1 , . . , . ., , I .� A. Z N m P �._ __ ..... - � � .��: , : • • � � 1 �eo � � os � � so � a � � � ossv � � � � � � se �►♦ . _ i u INDICATE SCOPE OF WORK ' ' uP O � � - � ' i � - -- �,EILING � � � j � , '; <� � � MATCH (E) ADJACENT � w � � P . . "i � . � O V � ( [Y M � � —� EL. = 100'- 5 1 /2" O O ' ' � REt�OVE (E) ST'AIR„ ', � FINISHED FLOORING � � = � � � I lu u ,� _ : �. i i � m � �� �- 6 � � o O M e ,__ . „ Q � � � ----- ------- - --� � - �� � - - - � � � UP - o . � � - , - 3 �.: �' � ' � , i u � _ x - - • . - - _ , _ . � < , . .:, . -,. ,,. � �. ' .. �:: - � � � . � � _ - - - ��------- - -- - — ^ - -- -- - ` - - -- - ---- _...._ ___ - -- - - � - < .. -� — — - ------- -._ � � _ __- -- -- ---- - ---- -- — _•_. - - �'-- -- , .. .,.,.. .. . . ,.: ... .. ., .. ...:... _.. __- _ � a � w �< � , �.. �... � . � . �:. � x -- .__._ _. � ____--- - . . . .: � ? �` - - - -- i �., n � � ... . , . . . .. ,. ,.- . :. .,. . . . ,....:.,� � .. .r�j . ... . i � , . ,. , a. :. , z..:: . .:..�. ... . .. . ,... . ..��:��. . ......�.i,.�.... . __ . V �., S a o , � _ , � __ ., � -� � � � 6 . � . � � � I` � I � � �� � � ��� ��t s ;�; ;-;---- ° �, � M � � w � � � � � --1� � �� , � � . ;� . � � o � � , � � �� �- ;�; � � �, w � �, o � t, ,- ---„ � � � = � v � � � � � -- - -- — ---- � UP � �� , � � , �i � �q� Ii '' O � Q � � � o � �� � i i � 5 � I �i � • i� ♦ i � .'�. � V - m � � i i � ' � _____+ i� ��—__ �ii I, � � Y w x z �n �-, REMOVE (E) STAIR ', � � �}- � � ■ , ;' '; __ _;'_ _ , � _;__ _ - ; ; NEW FLOOR ASSEMBLY v � � z o , i �'� � ' CONSTRUCTION � T EL. = 100'-0" ' ` E ; �, ; - :�- �,; - - ;- a, j ; ° INFILL, RE : STRUCTURAL � " _. . � - � _ .� " - � i}- - ;`- - - ,F - - - +, - ;J 0 � � � � — � �.. .., ., , .,<. ,. �'�� .. ..., , ...., ,... . _ ._.. '� �� - . . � DRAWINGS � < � a � � 1 �� � i i 0 NEW CEILING ii ;? � ' ;� `, 3' B � ► � 1 CONSTRUCTION ABOVE TO �� ' � MATCH (E) ADJACENT CEILING II ` ' ,' � , �� � , v : ' : i 1 ' �m ? � . . . s. M � ' ' ` � ;' s OPEN TO BELOW (E) DROPPED �--,- -, � � � � e � � i ___ ..... .,.... . �..�:.. tFi<». , ;.'..aA.»._.:. - ._ .._... ... . ."__— _ ; _ � . - - - , _ '---.. _. ._._ . ___"' - - -_—_ - _ . _.... . _ _. . _ __.____ - __._ t- �- I__ ._ ..._'""_ g _- - - ___"_"_ .._ .__ ._ ____-_- _ _ _"....... "_ __—__- - _-' _ "_—___._ __ _ _._-___. - _ ._"__" ._ __"_.__ .__...._.. ' . -_'_""_' '"_ _—- _ _ - - _ __ __ ___..._._ .. .._.. _-_'______ - - _ - _--_ - _. .._... .______ __ __ " "' ._- ___ _ __. _ __ ._____ ._.__ . __. -- _ __ _ ' - - __ _ _._ _.___ O .�. . ,: _ _ __ -- - - _ _ _ _ _ . . . o CEILING AREA -- --- __ _ . - - - -- - --- - � � � � � � � � � ' O � � � � � � � � � � � � � � � � � � I�: � � � , � � � �[ � [ a � � � OPEN TO BELOW (E) DROPPED , � E� ,,: > .. . ..^. � � � � � � EL. = 100'-0" � ; � ' ' �� ; � CEILWG AREA ' ; �: 0 0 � 3 � �� � �� � � � � � �' OPEN TO BELOW 't�� � P o I � -- -� ; � � , � � , _--- ---_ __ � , .. , � EL. = 100'- 0" �� �� ��� �� �� � OPEN TO BELOW ' ; _ ; � , � � p � � ,. , r� . P ;. �__ ; `�:' 1 P �AN REVIEW COM . 12 - 14 - 06 i � , : , .. .- � - � . _ W_� _. ,.: ,,., .,r . ' - - - - - - -- -__ - -- - - - _: _ __._ _.! - - ---- - - --- - -- - -- - - - - -- _ _- -- - -- �:.; . . _ ..,... _ _ __ - - -- 8 _ _ _ -- -- - -- - - - -- - � _ 8 � � ---- - - � - - - � � � _ � ..� � �.. , r, � , PERMIT 07 - 21 - 06 ISSUED FOR: DATE : E, � � u � � � r� r� i i i i � � � � ��,o`' " � „ � , : � � 0�0 y .> �; �J . . . _ ) ,��� � �� op o00o G� ,(ni � FIRST FLOOR PLAN 2 SECOND FLOOR PLAN � �� � � o � � � � � „ ,s � =, �° �i �^ � ' � � A2 . 1 - _ - � ��� � � ( f � � SCALE : 1 /8 " 1 ' 0" A2 . 1 SCALE : 1 /8 " 1 '- 0" ; � o � �fj � � j � a �b � , � :� �,,+�° �'.,1 , � ��� ���° � !-� X Oo ! jf � �� �'33 �5 � j g � \��,.�-^ o ��° o �j V .. ,^. �n �� � ,. � f,`1 ("iI a '�J �. � {.: . � �� � � 4r) ":. 4^..� U E. � � ' . " " ^ oo uaa ' 4� r � , � ' � � � � +a TNESE DRAWINGS AND SPEGFICATIONS AND THE IDEAS, DESIGNS AND ARR,4NGErt1ENTS a> � i � � �G ° °n I �€� ; '� ` �� ���t � PROPERTY OF THE ARCHITECT, AND NO PART a a = 3 3 . � ,� - : � � f � � : - � - �o tti�� �. , i E E : - � THEREOF SHAI1 BE COPIED, DISGLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY � =3,1.,+: .,� . , ,.� .�, ; WORK OR PROJECT FOR WHICH 7HEY HAVE BEEN ,', ��' ----�-�----- � PREPARED WITHOUT THE WRITTEN CONSENTOF THE ARCHITECT. VISUAL CONTACT WITH THESE ( N) CONCRET SLAB ON MT� DECK DRAWINGS OR SPECIFICATIONS SHALL ON ( N) STEEL EAM, RE : STRUCT. I O (E) CONCRETE SLAB ON STEEL DECKING coNSriruTe CONCLUSIVE ew�ENCe oF DWGS ON STEEL BEAM STRUCTURE oinneNSioNSEONrHESE oRAwiN�NSHn�R�HAVe IO E SUSPENDED CEILING SYSTEM CONTRACTORS OALL VER FYL D D BE RESPO S BLE � � POR ALL DIMENSIONS AND CONDITIONS ON THE I O E GYP. BD . SOFFIT JOB, AND THIS OFfICE MUST BE NOTIFIED OF ANY ( � CpNDIT�IONS FS OWNTHBY �T ESES�DRAWINGSD i I � .�.�::;�..W,,.�a�c� --��--- - -------- � FLOOR PLANS RE : FLOOR PLAN - -J- - �'#,_�v �` __ �� ' � �_ � _�� �'�f' i I i � � � F� .� . _ �[��,, �� � CEILING HT MIN 7'- 6" A. F . F . ( N) SUSPENDED CEILING SYSTEM, ALIGN HT TO MATCH EXISTING CEILING, ATTACH CEILING DROPS TO UNDERSIDE OF DECK ABOVE 0 A2 . 1 3 � EILING TRANSITION DETAIL � � �e � A2 . 1 SCALE : 1 1 /2 " = 1 ' -0° TOTAL OCCUPANT LOAD SERVED = 654 PER TABLE 1005 . 1 654 x . 15 = 99" / 2 = 50" EGRESS DOOR REQUIRED � � 72 EGRESS DOOR PROVIDED EGRESS DOOR = 72 ° � A B C D ��A B C�C � p�, 0 0 0 0 o p � � � . U � _ . s _ _ _ � .,� � _ ��� �� _ __ __. _ ��. � .� �.__ .� __�� 3 �� =� : _ _ _ 3 � _ _ _ �� _ _ _ _ _ _ _ _ 1 � � _. _ _ _� _ I _ ------ - - _--- _ _— _ ___— _ _ �� _ _ _�� _ . � � _ ; _ _ _. W� ___ _ �_�. __ _ �W _� . ��_ :: . �::_. : _ �_ _ _._�. , .�� __ �: � , - _� � � �' (E) RAMP DN (E) RAMP DN � � �� i i� � � � �� OPEN TO BELOW � tFs i ( �'� �,� � i i ■ � � � � � e � � � � � so � v � e � � � � o � m � � � � ar� � j � , „ , ,� , � � � �. a �,€ I � �� ATfIC AREA W/ � l � ■ � "' a � � 7- TEEN � CONC . SLAB � � EDUCATIONAL CLASSROOM AREA ■ � w. �f �- rEEN �- fEEN 488 S . F ./20 NET = 25 OCCUPANTS � ;� ,\ T�iN PROD . SNOW s �,�, MC�R BOARD = I ` , OPEN TO BELOW � Q � �� i i i � ` DIRECTOR 3 -b i ��� � �;� � �� � O O i ; m i �� ADMIN . i i ; s i E; OF KIDS 3-6 OPS PROD . ' � `�� � ASSIST. MGR. � � � /i �n i o i STORAGE �� i ' _ _ � i '�, l i �� ■ , _ � - - i (E) S AIR P s � ��� ' , I � � i � � ADA UNISEK i �� ; ; '�� ! � ; 854 S . F . / 100 � -� �STO. �ST RO�fvl l , � � _ , - = � F�d 4� 0 ■ 0 '� , � r ; --�' � GROSS = e - � , H __, INS RUCTOR - - � . c': • - - - - -- --- - ---- - __._ - - - - - - - --- - - ---- - - -_... -- - _ --- - -- - -- - - -- - - — - - - - . . ... . . . _ ____— ...._ _�_.__ _ _ ________ _ —_— _ _ __-,_.� .:e , ._ ____.__ — _,. . . �. -.,:r�..;•; i .�., :1 � aa . .., ` _ - . . .<., •. _ _ ■ ■ � "�L—_ c — ._d — � . �� _ _ � _�.:.., v. _ . � � z-b ��...� ,�,._, ._. ..... . _'____ — ..__—_. __.—__ _" ' _ _____- », . �i,eue.;.�; .� _"_ _ _ }Y ..�`,�. : . . , :��. :. ` � ' ' � ��'� e� � � $- - � , � � : 2 � a PANT - � - - - -- -- � - - - - - , ---- --- - ----------- � � : ,. -;,;.._ _ � , � � � t � � � 2 , . , � � , P � z , ; , � ��� � e � - '� O � � ' � � � 3 -6 OPS � � , � :,;� , , � ' �, i , � , . ---- __ __.- o �,� _ � , f ___- i i i - � 3 :��: � � :. � , . � , � _, i - � ° - � � � � � ; - - - - - - - - - - - - - - , �- - - - - - - - - - R. R. C�- � C� R. R. LOCKERS ' 1t� � � _ �� ` � � � ' , � COPIER P � E C �� � � � � � ' � � � � � ����� �' EGRESS STAIR - 0 � : x�..,, _ i �� ' �,' ; �� � -- ,� �� � �` - 275 S . F�.-�= _- � � � Q � �� ��c� � ;�. ! R. R. � R. R. � � � � O O � � ' - � ���T� �� � TOTAI� OCCUPANT LOAD FOR 2ND FL04R = 224 ` � ' . � � � e ;. �.�:. . � ���: [ . _ _ � ,�E � �. ,; �` � , ; PER TABLE 1005 1 � . o . �. r..' . ...: �G� � � .�a� �.r. . .. . ... V . . �. N \n -: ss � � � 5 �. ..�m. i � f � ' : � � a � t `', � 224 - x . 2 = 45 / 2 = 23 " EC3RESS WIDTH REQUIRED � � 'f�� - -L - - Q � - 1 3�. . . ` . :ii ', g, O ''�. O E�, '�, � u ; � � " > - - - - - - . _ _ - _ - - - - - � ' ' - - -------- - -- - ---- - -.._._-- --'-- - ---- -. .._... ----- - __ ._.._... .._. ...... ... .: _ ._. ---- O . , � .... ..._.__. ., .._. . _...-- - --- - -----_.._ -`---- . .. .. . ..- - - -. _. . __ . _. . . _ . __ . . __. _ _. � __ _ _ .------ -- ---_ ...- -__.._._.---- - ----- - - ----- - __ __ ---...- .. __-- - -- ___._ ..-. .- ------ .. .._.. 3 _ _ _ - - _ --�- - --- -K -T-GFiE - - - - --- - - � 3 , ; � 60 ; EGRESS STAIR PROVIDE � _ , � � �` ' - " - �� J, DISHWASHER AREA I � _ I E ,, , - - - - - ' S67 S . F . /200 GROSS - , � � a � f. � ; - --�, � � � __ - - - - - - -- - - - - -- � - , ' ' t. _ + , � . .,f i i i - - — — - - T 3 OCCUPANTS - __ --- --- , _ _ _ ., - ----� �� , .., .. UP . , .. ... ..z..: . r , r .,;;: : , ; � ��. U P �"� � i - , � ° � i i , �' � - - - --- � ii � ', � � - __ _ _ � L. 1 Ol 1 , - IR , v - NEW STA � ,, T , i � , �,� ' � � v --- - - -- - - — - - - - - - - —_. _ �. ... . -- : . . _ � _ . _ w_ _ __.. _ � ___ � . __k�„ �. _� � _. ._ - -- - ----�� _... _ ---- _ _- - -- - - ___- - -- ---- - - —.. - - - - - -- - -- --- -- - _ - --- _ __. 4 ___ - _ _ � � - - - - - - __ ___ _ __ � . . ������ . � : � � w - - -- _ _ _ �� , a ����� � p _ _ � _ _ _ � _ ��.: _- _ _ - - - - - �- _ � � o Q �� � ��, �� � v � � � � �' � � � ' � }� � EGRESS DOOR = 36° � � � 3 2 1 � i � , I �P H AN , 4 I sc ! ASSEMBLY- SEATING � - o � � TOTAL OC UPANT LOAD FOR 2ND FLOOR 224 ,� , � � . � _ � . � � � 3046 S . F . / 15 NET - PER TABLE 1005 . 1 � �► � � � � EDUCATIONA� � � _ __ _ EC7 ATI NAL LA R AREA �� �, �� ' � �� _ __ _ _ _ _ _ _ _ _ _ � �' �� 204 OCCUPA.NTS 224 x . 15 � 34 / 2 = 17" EGRESS DOOR REQUIRED CLASSROOM AREA - - - -- - - - - UC O C SS OOM ', ; � 5 ' � �; � � � �� 2606 S . F . /20 NET = _ 2551 S . F . /20 NET = 128 OCCUPANTS '�� �I ; � � 36 " EGRESS ,DOOR PROVIDED � F_ 130 OCCUPANTS � � I � � l I! �' <, � -- - - - -- __ - - '�, � , , , , : � ; � ---- � i , I��'�. i I � ' i � � o � I � . J- � � V � 4 w �, i i m i z P �r I '� � i U I li � _ P ; � � � ; � 6 , ; , � � ; ' � -�_. � I � z � � � m � _ - ' . ' i � � ' w z � m i . ' � , - - - , OF E , �, , �, J � , � FIC � w _ �' _ � oM , ; . � � w , _ � � �, . �. � " �� _ -- - - - _ _ A,.: ., � � ■ __ _ - -- - - • -��- - _ _ _ _ -- - - ------ - - -- - - - -- � - - -- _ _ -- - - - - ---- - —_ - --- - -- --- - --- - -- ��_ ._ � u,_ _ _ - - - ---- - -- - _ _ � w . _ -- - - -- -- . 12 S F . 1 a_ M, ,.,. ---- - f , — � _ _. - �� .,. k< ,,.._ry ,.. ,t.�.� ,-�. � , o 0 5 , �. �_.�: � w _ , � � L _ _ o E , o M - - - - _ � . ■ � ! '� GR� SS = ` � ` - " � -- � �M ; � , _ � - - - __ - - - - - - � � ' , w ;� - - -- - � ��� � ■ � � y , ., ,, � ` , � C� ' ' � 2 OCCUPANTS ' o " j a � � % UP ■ NOWBOARD SUPER DEVO � , , . i _ , --- - - - - - - -- - - - - - - - - -- - , 3 � w �, o � - - - - ° �/ O I - - - - - I ■ S � � - 8 a i i � � � oza � , , � . , , ; , � ; . � � ° L _ _ J � a . n ,:' _ _ _ _ _ _ _ _ _ " _ _ ' __ __ _ . . _ _ - , � :." '"'_ - - ,_ ' _ _ ' y " '" _ -_ _ _ _ _ _ __ _ ' ,., m z �n i � v � ° _ _ _ y � i ., -_ _ _ - ' �'_ ' " " " __ _ _� . . — _ _— — — __ _ - _ --'_ — _ __ — __ ___— _ _ _ _ _ '_ _ — — — �. ..._ __ __ — __. ... _..__ ... ' -____ L — _ _�.L_ ' ', _ _ _ _ � - _ ... ; _ — _ —_____. — _— " " . . .__ _._ . . __- _ _ _ —__ —- _ — ___—_ . __ _ _ __ — -- . - _ . . _ . _ _ . , _ _ . , . . . .: . ....... .. :. .. . , - ;.� . , :...;, .� ... 6 � , � _. . , . � o � � . � : . _ � � PRINK - � � � ; - --,,� ' �- - "� - - i �� �� , STORAGE � z � q ° � . 1lALVE � ' ' � OFFICE � � � � , ,� � � �, � _ _ _ � � 314 S . F . /300 `� � _ �� _ _ _ �� , � �'��- - - - - - - - - - �- - - - - - RM,- ° � � ,, - , a q � � ASSEMBLY STANDING SPACE ? � < _ � � � �� � ��� � � , �; GROSS = t`� '� "i � - � 1785 S . F . 5 NET = ; / ; �------ __ --- � O F F I C E �� � �� '� uP , '„ ' � � a _ ; ; 357 OCCIJPANTS ' ; � � 2 OCCUPANTS � , ;-�. � �- i i - �� e ■ � om ■ �� UP ; 129 S . F . / 100 � �, � , . , � . �� � �� �� �� GROSS = ` �" L _ � �0�� � �, � i, i, i, � � .. ` '� - ` - � 2 OCCUPANTS � � ♦ ��� � � ; ; I �I �I � OPEN TO BELOW � ti 'L _ � i I ; I III ' �� r�� ' - �.__ � � � � � � - -- - - -- -- - � >. . — - ---- - —_— _ __- � � �� -- -. -- — — -- . ---- --- - - - ----- - -- - - --- ._ .._ __ --- - --- _ _ _ - - - ' — - — � � - --- - --- - _ -- __ w� � __ . .. . _ . - — — - ----- - _ - — - -__.__._ _ ___ - - -- - ; _ ---- - _ J-T � � � � � � . m . - �t- - r - _. --_ _. ...— - — - -__.._ — - — - � - —�*� - , - - - - - - -DROPPED � 7 � R. R. , - - - i ? i i i ,�, � �� �� � � — CEILI �_ ----- - � � � ; � � � � � � � NG AREA , � Q � � � � � � 6 � � ; � � � � � � k. I I I I � � � � E E � -_ � � OPEN TO BELOW DROPPED � ° i i i � � �, ��, � � � ; RET,���' � REA ■ ` � � � � � �, �, � �° CEILING AREA f� R. R. 319 S . F� .�3�Q GROS,S � � � ��� , , , , � ' a -�� � - o-- = t� -_,�' , � � � � � ` � �� ... 5� �.. ..-,r , OPEN TO BELOW � � - - _ � ■ I ` t _. ; I , I , � [ -- - UP . O 11 OC � UPA, TS - _ ' ! _ , i �, � N - - � , , � � , - - � - � � - - - ; ' ' � � �, �, - __ � , , , � . . � � � � -- - � � � , , � � � � _ -- - - - � , � � �: ' - ='r � � � � I � I ' t � � , , � �, : �: ; y , ;� �, 4.� ; I , , , � � � � OPEN TO BELOW 1 PLAN REVIEW COM . 12 - 14 - 06 „ l , , � _ _ - � ' � - - -- - - - - __ � , , , . � � ___ _ � � � � > � - , � _ - � - --- � , � . , , ys,�,e. .,<. «p E. . .. n � n � ,� i� .. �i i � _ _ _ _� ..G�— . �i �i � i � � , •, n u , �. n _ _ ... _. � ........ _ . . _ I i .� �I II II �V II I � � � „ „ „ � ISSUED FOR : DATE : �� � � � � � '�: y� �: u I 3 , � � �'\.� ' I I � � p �I13C1tlrJt7yUu `° � � - ----- ----- - ---- - _ _ . _ _. __ _ , - ----- _ _-- - - _ - - -- - - - - - — . - - -- - --- - ----- - ---- , .., r - - ._ . . . .:.. . . .. -- - -_. _____.... ...----- - - ---.._..--- _._ ---- - -�---._ ..__._ ...- -- - --- �-� - -�� �� -- R -. 3�._.�,- - V I 8 _ _ . ,� �, _ _. �_� _ � � _ _ _ __�,__ � _�� u � ... � . � � �� _ _wM . � � ..� _. _ _ � T« _ _� _ � .�.rr , �r _ �� �° , � �' ' , ��� � EGRESS DOOR = 54" I ' ' � � � F>�,.> �, �� � � �� ;a �, � � � � � � � � � o o � � � , <s °.. c� ` e� � ° � � ' � e � � %, EGRESS DOOR � 36" °� �� ' `��`�` �"�� �LW} � EGRESS DOOR = 36° TOTAL OCCUPANT LOAD SERVED = 396 « ° � � a PER TABLE 1005 . 1 TOTAL OCCUPANT �OAD SERVED = 128 � . a , � �r, � TOTAL OCCUPANT LOAD SERVED = 130 � < , Pa � , � , ,,, - , , , , , � Fv PER TABLE 1005 . 1 396 x . 15 = 60" / 2 = 30" EGRESS LIOOR REQUIRED PER TABLE 1005 . 1 °�� �Y � �� ,; <, � o � 54 " EGRESS DOOR PROVIDED 12 � x . 15 = 20" / 2 = 10" EGRESS DOOR REQUIRED �� � ° ° ° ` � v �' 130 x . 15 = 100" / 2 = 10 " EGRESS DOOR REQU9RED ' �v 36 " EGRESS DOOR PROVIDED 54 " EGRESS DOOR PROVIDED ��" �� ' � ' ��" � , _. , `i a �e1 PHASE 1 AND 2 � FIRST FLOOR EGRESS PLAN PHASE 1 AND 2 ����� �R�W ��� ��� ����,� ������� ��� ��� r� S E C O N D F LO O R E G R E S S P LA N IDEAS, DESIGNS AND ARRANGEMENTS A2 . 1 a SCALE : 1 /8 �I - I � - O I L REPRESENTED THEREBY ARE AND SHALL REMAIN A2 . 1 a SCALE : 1 /8 �� _ � �- O�� PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIEp, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENTOF THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. WRITTEN ACCESSIBLE MEANS OF EGRESS NOT REQUIRED PER IBC 1007 . 1 EXCEPTiON 1 . DIMENSIONSONTHESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND 8E RESPONSIBLE POR ALL DIMENSIONS AND CONDITIONS ON THE FIRE RESISTANT RATED CORRIDORS ARE NOT REQUIRED PER ! BC TABLE 1016 . 1 . �oB, ANDTHISOFFICEMUSTBENOTIFIEDOFANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SECOND FLOOR EGRESS STAIR NOT REQUIRED TO BE ENCLOSED PER IBC 1019 EXCEPTION 9 . MAXIMUM TRAVEL DISTANCES FOR FULLY SPRINKLERED BUILDI �IG = 25Q' PER IBC 1015 . 1 EGRESS PLANS MAXIMtJM COMMON PATH OF EGRESS TRAVEL = 75' PER IBC 1013 . 3 A2 1 � � ��� . � I I ��� ICC/ANSI A117. 1 - 1998 Chapter 5 . General Site and Building Elements or abrasive elements . Edges shali have 1 /8 inch EXCEPTIONS : '�i (3 . 2 mm) minimum radius . 1 . Continuous handrails at the inside turn of � 505 .9 Fittings. Handrails shall not rotate within their stairs and ramps . ' fittings . 2 . Extensions are not required for handrails in �� 505. 10 Handrail Extensions. Handrails for stairs aisles serving seating where the handrails , and ramps shall have extensions complying with are discontinuous to provide access to seat- Sections 505 . 10 . 1 through 505 . 10 . 3 . ing and to permit crossovers within the aisle . I ' 12 min 305 12 min 305 0 � � � � U � ! I ' �I Fig. 505. 10. 1 I Top and Bottom Handrail Extensions at Ramps � I 12 min 12 min x = tread depth 305 305 � x �. . . . . .--� � � �.T.. .r,_ .�.., i � '� x I I Fig . 505. 10.2 Fig . 505. 10.3 Top Handrail Extensions at Stairs Bottom Handrail Extensions at Stairs 37 . t -;i ICC/ANSI A117. 1 - 1998 Chapter 5 . General Site and E3uilding Elements 504.3 Open Risers. Open risers shall not be per- 505.2 Location . Handrails shall be provided ' on mitted . both sides of stairs and ramps . 504 .4 Tread Surface. Stair treads shall comply with EXCEPTION : Aisle stairs and aisle ramps pro- Section 302 . vided with a handrail either at the side or wit"riin the aisle width . 504.5 Nosings . The radius of curvature at the lead- ing edge of the tread shall be 1 /2 inch ( 13 mm) maxi - 505 .3 Continuity. Handrails shall be continuous mum . Nosings that project beyond risers shall have Within the full length of each stair flight or ramp r�.in . the underside of the leading edge curved or bev- Inside handrails on switchback or dogleg stairs or eled . Risers shall be permitted to slope under the ramps shall be continuous between flights or runs . tread at an angle of 30 degrees maximum from verti - Other handrails shall comply with Sections 505 . 10 cal . The permitted projection of the nosing shall be i 11 /2 inches (38 mm) maximum beyond the tread and 307. below. EXCEPTION : Handrails in aisles serving seating . 504.6 Handrails . Stairs shall have handrails com - plying with Section 505 . 505 .4 Height. Top of gripping surfaces of handr,�ils 504.7 Outdoor Conditions. Outdoor stairs and shall be 34 inches (865 mm) minimum and outdoor approaches to stairs shall be designed so 38 inches (965 mm) maximum verticall,� above stair that water will not accumulate on walking surfaces . nosings and ramp surfaces . Flandrails shall be at a consistent height above stair nosings and ramp sur- 505 Handrails faces . 505. 1 General . Handrails required by Section 405 I; for ramps or Section 504 for stairs shall comply with 505.5 Clearance. Clear space between handrail 'I Section 505 . and wall shall be 11 /2 inches (38 mm) minimum . 1 � /2 max 38 radius � /2 max typical 13 � curved � (a) Vertical Riser (b) Curved Nosing ' 11 /2 max � 38 �'� 30° max I � ' beveled i I�'� (c) Beveled Nosing (d) Angled Riser i � Fig. 504.5 � Stair Nosings i 35 � �� - — � ° A B C D A B C D a Fi �: a ° ° ° ° � � . W� __�____ _�� _____ �_��__ �_ �� . _ _ _ � � r _ _ __rn^ ___ ��__ m_ __ _� _ __ _ __ �_ __ �_ �:. ____� :.T� � . __ ___ __ ___ __ ._���r��_ _ ; _ _ . � . � � � =���mm��__ __ __� _ _ �_ v< _ _ _ __ . _ a � a �_____ � �_� __ m�. � _:� __ �, _ ��.� (E) RAMP DN (E) RAMP DN � �� OPEN TO BELOW CEIL�NG HT. CEILING HT. CEILING HT. � � ,� ��� � I �; � I�_ �� �_ �� � �_ �� � � � = 4 8 Ct�RNER 15 6 RIDGE 4 8 ORNER . :a ,.:.w;. . . > e ...::.,..� . .., t.. . .. ; � ,: ._ .. . .� � � �, ��. �. , . - . . � : . . � . ,z�i :.. ., : F � ' CLASSROOM � CEILING HT. CEILING NT. CEI ING HT. ' CE LING HT 7'-6° CEILI G HT. 7' 6 " � ATTICAREA W/ ' `" � 5'- 8" WALL 5 '_ 8" WALL 4 '_ " ALL � 7- TEE CONC. SLAB � � o� CLASSROOM � sNOw � v ` EEN � 7- TEEN 7- � TRAIN PRQD. , 106 � CLASSROOM � M�R BOARD i - _.._� . � OPEN TO BELOW � � CEILING = 7'- 6 " �� ( ' � � CEILING = 7'- 6" DIRECTOR 3'6 � � � �' � � � (� ATCH ADJACENT CEILING � � � ( � 05 OF KIDS AS�SISIT ' 3-6 OPS PROD . I I � � `I ; � � ° ` � I _ _ i � I � MGR. � / - - Jl i ( `\ � � . F . = 114'_ 10" F . F . = 103'-8" � � (E) STAIR UPj i , i � � - � F . F . = 103'- 8" ADA UNISE�C ; � '} " R�ST RO��v1 ; � � � �� � � � F . F . = 105'- 11 " �i i i � � � � ; CEILING HT. CEILING HT. CEILING HT. A I ! STO . �� j�� ; ._ � _ _ � � . �- - J - - - � - -r ' ! q� �� � q� 3 �� @ 8'- 1 " TRUCTOR � ��� - , INS - - WAL - ALL W ,� ( CH CK T OU ��, , � - � ; � , ; ; . : „ . �� , .. � „ , . .. -- - - - � , � - -- - ---- __ _ -- — _ _. ___ _ - -- - _ __ . . . - - --- _-- --- - _ - -- _ . __ __ _ __ �- ---- - - _ . .._ - -- --- - . �. � . � _.. _- ___ _ __ _ — -- �.� � __ . _ ._ �. .... .n._��� .,�« ��� .� _ . . �� . � �� . .ti. . _ _ _� _ _ _ _ _ _ ' - � -- 2 � , _ - . .a--- - -- 1 r t ,.. :,. �. ..�--�,--- - � , ; , - ' ' �' - - - - - — - - - - - , � � , � � � �- � � � CEILING HT. i ;� � ���C��� � � �,i ;: — 3-6 OPS - ; � , , 8' 1 " � � '�� � _ � .� � , , � — - � �� � � k�'• _ , : I � - ; !�: �. :. .. . .Yi . . ..... . .. :...xr .qe . ..�. .::. :•. , f r...n . :, . • �.y.: , r . .3. . ��y,FIfU . �.fb:. A � . y 31, , .. . . . r ,. .. .. . , e ! . . . ;:: ' ,: — �: ;:: - ` � .i. .. . ' , a.:i 3. � ' i;� � CEILI NT. COPIER � � � � � � :�., - - - - - - -i �- - - - - - R. R. a ° ° � RR. � ; - � 11 '- 3�� � � �� , i - � � � � � � � � I° R R R. R. �i t ; � � � � - -� -- I �� I . . � � : a o , _ i , ' � ; , � � � o : E -� 00 Oo '1 � ° � F� _ _ � - 113 � /8�� � � � ; � , , ,. � � - �� F . � . - � �► ; � , . � � . ; - oa � ao � , � i� � ; �; � � �= - _ ; , ` -- -- -- - - - - :� o a _ I ; ; I � � � f �� � i . . _ _.. — . . . _ _ . ` �� _— __ 3 . _ . _.. ._. .. _ . __._ __ __ _ .. . .... ...._... ......_ . � , _�- _ _.. .. _ I ___ __ _ _. ___ --- ___ _ __ __ -- _ _ -- - - - --- . - --- _ _ ___ ________ _ ___ _ _ ___ _______ , ,_ _ __ __ _____ , - --- =-- _- _- -- -- -- _. __ �.. .. .,. . . __ ._ _ � . � i ; - . -- , _ -- - � ,. 3 - i � :� �. �p - 1 DISHWASHERAREA i � � - - KITCHEN � � " O O �.: i � __ � - - - - � �- - - - . F . F . = 1Q1 ' 10' ; � , ' - - - - - . - -.- � � � � � a � a : ,� - —, - - - - - - , os � P - --- - - � I L�1 � - - = ' _ 3 l �E` U P � 3 , -� � �, � � , � �� - - � E L. - 101 1 � - - ( _ � E: - , , � � ,- � NEW STAIR � ; ; _ _:�� _ _ : __ __ � � -- ..,. , . � � _ ---- -- ----- _ _ - -- __ � - - - - '� - __._ _....._..... - -- ---__ ._.---- -- - - ---- -- - � - --- � - .. _ __...- ,, . _ - - _... >; ��� ---- ------- - --- - _ ._. .----- - -- - - - - _ -- - - � � i� � � - - - - - - --- ■ � _ - _ -- _ . - 4 �` : , �_.� _w�:. . .�_�T_ . w.. _ �� . _ .W__ �. : _ � � - - �� � i � � _ � � I, �� f� ;, I I I � , T p ', �� ' , �_:, , 3 2 � O DLERS , �,�� � T � � � � � � � i SCAN , � 4 � i � � � � , 104 iii I �� � � i , � � � ' � o � � , , � � , � ; u i � � � `� ` I V � � � F . F . = 101 '- 10" �iii � �� � � � � � - - - - - - - - - - - - - - -- - - fi u ' a' � � F . F . = 101 '- 10�� � 5 ` � I ; I I � � �� �R � � � € / � 'V � . �II = � I � I � I`� CLASSROOM � ' � � ' � � � � � � � � - - - - — - -- -- - - � � I � � - - - . � � �� i �' V �� i° ' � ' � � � � � � �� — 109 � • � iii i � UP ` i : � , b � , . < i T � � iii � � , 3 � � _ � � � � � �� � �ii � � � � ?.' > � � � � �' I I I I � > �� � i � �- - - - - - - � - - }� � I � II � € � � � _._.. --- -- -- - �i I V I � i � > i � I � �� I I � ; � 9 s. , � , - - _ _ --- -- -- � - — �_ _ .- -- - --- i � _ -- � - _— � -- -- -- - - - _ _ _ __. _ _ - - - ---- -_ - - --- _ .. � , - _ _--- . . - -- __ _- -._ _ __-_ I :;.:� : � � � - -- - - - - ____ . r ; � 5 - =��= � �� � , _ 5 . .- - -- 1 - - � � ,. � _ _ _ --- � �. ,. � .M , : � _�. - _ _ � � , l - �- - < � '� - - - - � � �,.. . f ' OFFICE � , � � �-- - - - � ,. �..� � . . � � � � 7 � , . , � , a � ; '�� , � � ' � � �y � U UP ; � � � : � � SNOWBOARD SUPER DEVO � � _ � , , , - - -- -, - - - 8 - - - - - - - �� , , � � a � � _ J � z = � � �� . � __ . _ __ _._ . ... . . . . — � � P ' � �I . . __. _ _ _ __ _ _ _ _ __ ___ __ __ _ _ _ _ ___ _ � " � � �I � O V � __-- .._ .j� _� _ _ - ._— . _ ... � 1.� N _._...__ .._. — . . .:.:.. . .._.... _— _ __ _ . . . . __..._ ____ _ _ _ ._.._ _ . _ . _ _ _— __' ;; ��--.._'_ ' ' '� �... .—_ -- - ____. -. '_— .__ _ ._ ._._ ..'____ _ ____ ____ _—_ _. . ._. _____ ___ _ __ _ :... ._.. __ —_ ___ _. . _ ..__.."__'.. o � �� fi .. . . .,.:> ,. .� ..: . ,. , � ,.. .,,._ . ..... - - _ _ _ __ _ _ _ _ _ _ _ _ _ _ : M _ _ �- _ _ __ __ _ .t ,. . . , r.a. . . ....i.. . ... . . . :, .. �..... :y..... . . :. , . . �. ' ..:. .. . � ..r ::: , r . ..... . . � :�a:r .. . 6 � � � � b � w � _ _ ��,� z �, rii - ii4 �PRI _NK i � _ 'i _ � f; � � � � � - -- w � Eii �i� � hIALVE _ � � � � a � ,' � _ _ _ - - - - - ._ . _ _. . _ _- - - � � - , , . ., 4�.,ti � � � � � �M� _ _ii =� a 9 � � OFFICE � � � � _ o � � x � ,. ' � M LL � � � � � � � ,., ', � ` � . � � � . , � � � — : • � ` �` ; � � � o ¢ I `' } � m �� - - — UP � � ' � � 10 � � F . F . = 100'- 0" � � NEW STAIR � � ` � � � � � � �,,, Y � M . ,. . - �� � �- . �;. ., .,� �.., ... , U P ' � z � , �, / � . � ; � � �'��� I LOW WALL LOW WALL I � � j �� � - � . : � :: � U "' z � '� � RESTROOM \ REGISTRATION � � �� � � � �` w � � z � � ��' i i � OPEN TO BELOW � a _ a � ` � ,, � � ` i � 112 102 i i — , : � DROPPED � . __ ___� __ � , . :. — --- _ . . _ _ ' — — - -- — --- -- -- - _ _ __ _. - - - - -- - - - �_ - �-- '' ��� -- _- - -- ---- — -- - ---- - .._ -_ _ . . -- - - -- . _ __ . _. _ , ,:, ; ; '' R. R. ,. � ' �i i i � _ _ _- _ - -- -- --- ----- -- _ EI IN __ ._ . = _ 7 � ��' REGISTRATION � _ _ _ _ - -- — _ _ -- , , - _ _ _ _ COUNTER � I I I I N FANTS i �i C L G AREA �� �z � - - - i � I I I 103 i �i `'� � OPEN TO BELOW I'� � , �_ _, f o� � I I I � � �;' ; DROPPED � ' � � F . F . = 100'- 0" n �; � - `-- � � � �i RETAIL i �i ��, � CEIIINGAREA �� � V � �� � ; ._ € �� CLASSROOM � " �'- ' ° � �� _ . _ � .�.� �� � R. R. � � ,� r� - - - � � -- —� _ — � - _� I I � I �: �� UP 1 10 ��� Q � , � � �— - -� � - � � i �� � i iu� —�---- OPEN TO BELOW � , � _ �� - � o - -_ "-� -�� - - � � i iii `� � VESTIBULE � � � �� � — ' � � � ; � — r �� - � � i COUNTER � � i iII r . _ ._ �_, rw- i iii ii �- I i iii � �� 101 � �� �i i �i F . = 100'-0" i iiiii �i � , � � O i i ii i, OPEN TO BELOW E � � � RETAIL �, , . � � � _ -- — , , � � � � — � _ _ _ � ��� �.,. _�.,_ . � �� - - ,: :, i i r = , ��- - -, 1 13 i �. --'-�r �r�- i i �' i i � -- _� �i � �. ii ii i„ i_ __ � � - 0 � � � � ii u � � � , yi ( i i � DXXXX ; I� - _ y �� i i � _ . ��-_ _ __ -- _ � _ �.�� ._ _�_ ; -- -- ...-I- --- - _ _ _ _ __ _-- --- -- -- ----- - _---- _ ---- -- � - . - -- — ---- . I � , ( _, ___ _ --- _ -- . � �: �� -: , , _. �„� ,�_ .. __�.,..� _ _ .,;,. ,,�.� . �., _ _ _,_.� a _._ � � ,,�_.� _ _ . ._ ,, �./ �_ . � , � , I i � ! � PLAN REVIEW COM . 12 - 14 - 06 ', �?'' � Q Q ISSUED FOR : DATE : � �� I � . � � �' � uu � �, tfr� �, <� a ;- c ; J � i� � i.. ��: : < , ' ��G' � PHASE 2 FIRST FL � OR PLAN 2 PHASE 2 SECOND FLOOR PLAN � z � o o , .. �, � o � . � S � , � � � ?.. � � � � , , . � A2 . 2 SCALE : 1 /$ " = 1 ' - 0 �� � A2 . 2 �� _ � _ �� � �`''' ° , ; ';�° C� `� SCALE : 1 /8 1 0 � o � , ��� L ,u �r �g �, .0 o � _ 0 � � �' ° ra C '� "� t? ' � l-,z �r'�`� �J c'. . � _ .� ';) " � o � „ _ .� ! . tit.. �.`E, THESE DRAWINGS AND SPECIRCATIONS AND THE IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHAL� REMAIN PROPERTY OF THE ARCHITECT, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO � OTHERS, OR USED IN CONNECTION WITH ANY . WORK OR PROJECT FOR WHICH TNEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENT OF � THE ARCHITECT. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIPICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF � ACCEPTANCE Of THESE RESTRICTIONS. WRITTEN , DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALi. VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. FUTURE PNASE 2 FLOOR PLANS � � � _ «� � ��� o GENERAL NOTES 1 . LIVE LOADS USED IN DESIGN ; � T .0 .5. = I 13 ' -8 " F , PLAGE TWO �¢5 ( PER 8 " TH IGKNESS ) WITH 2 ' - 0 " PROJECT ION Af20UND A � � OPEN INGS IN (VERIFY) A . TYP ICAL F � OOR 100 PSF CONCRETE WAL � S , SLABS , AND BEAMS . ALSO PROv IDE TWO �¢ 5 X 4 ' - O �� D IAGONALLY AT GONGRETE SLAB B . L IVE LOADS ARE REDUCED PER GODE I F APPL ICAB � E . EACH CORNER , C7NGR� TE ON MET,6.L DEGK PLATE 3/4 " X I I/4 " X SLAB ON META.L RE : PLP.N C.� C . CODE USED IN DES IGN : INTERNAT IONA � BU ILD iNG CODE 2003 6 . STRUCTURAL STEEL FULL LEP�I�TH �AGH DEGK -FZE : PLAN x —�: x x =� x . x� x ' SIDE CC'RA�DE 50) � A . A � � STRUGTURAL STEEL SHAL � CONFORhA TO ASTM A36 EXCEPT wIDE F � ANGE BEAMS #4 X 2 ' -O " 2 . TEST ING , INSPECT IONS AND OBSERVAT IONS : W�-i ICH SHALL CONFORM TO ASTM 992 , 50 KS I AND EXCEPT P IPE COLUMNS WH ICH CA't06) REBAR � A . THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS C? F CONSTRUCTION , SHA � L. CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500 , GRADE B , LATEST �T 2 -� L 4X4X3/8X STRUCTURA � ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE EDITIONS . STEE � SUPP � IER MAY PROVIDE ASTM A572 , GRADE 50 AT HIS OPTION , T.0 .5 . = GONTINU�US CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED � � SCEL �ANEOUS EMBEDDED ITEMS SHA � � BE A36 STEE � , 113 '-8 " j � INSPECT IONS BY TNE GOVERN ING AUTHOR IT IES OR SERVE AS " SPEC IAL NERIFY) u- INSPECT IONS " AS A�AY BE REQU IRED BY CHAPTER 17 OF THE INTERNAT IONAL B � ALL STRUCTURA � BOLTS SHALL � E A325N INSTALLED l'O A M IN IMUivt SNUG T IGHT Q� CONpITION , AL � ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED N � STEEL BEAM � U I LD ING CODE . (JTHERW ISE , - v � RE : PLAN � B . THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS � , STRUCTURAL STEEL SHAL. L BE DETAILED AND FABRIGATED IN ACCORDANCE WITH THE � � � SPECIFICALLY WAIVED BY THE BUILDING OFFICIA � . LATEST PROVISIONS OF AISC �°PvIANUAL OF STEEL CONSTRUCTION , �� � � 1 . SO I L PREPARAT ION � � H'"-✓5 3 I/2X 3 I /2 X I/4 � D , EXCEPT WHERE DETAILED OTHERISE , FABRICATOR SHALL SELECT STEE � CONNECTI �NS PER � G�P PL TE N ��2 � A I SC ?MANUAL OF STEEL CONSTRUCT I ON? ( ASD } , TABLE 1 1 - A /�Np /OR A I SC ? S IMPLE SHEAR � I /4 a . EA+RTHWORK EXCAVATION , PLACEMENT AND COMPAC710N OF FILL CONNECTION MANUA� ? WITH A325 N BO � TS ( OR WELOED EQUIVA � ENT ) TO SUPPQRT LOADS M � p_ � ii AND IN - PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE INDICATED ON THE STRUCTURAL DRAWINGS � wHEN LOADS ARE NOT SHOWN , SELECT gpp,N 1/� 2 - 12 i � WITH THE APPROVED REPORT . CONNECTION TO SUPPORT 60 % TNE TOTAL UNIFORM LOAD CAPACITY PER AISC ?MANUAL OF i 2 , CONCRETE CONSTRUCTION STEEL CONSTRUCTION ? FQR EACH GIVEN BEAM AND SPAN FOR NON - COMPOSITE AT EAGH MEMBERS , FOR COMPOSITE MEMBERS , CONNECTIONS SHALL SUPPORT 60 % OF THE � Np I/4 30 TOTAL CAPAC I TY FOR EACH BEAM P,Np SPAN , EXISTihlla a . PER IOD IC INSPECT ION OF RE INFORC ING STEEL , INCLUD ING PRESTRESS ING GONGRETE TOP OF �� � (� TENDONS AND PLACEMENT , F'LATE 3/4 " X 2 I/2 " X WALL EXISTINC� LJAL b , CONTINUOUS INSPECTION OF PLACEMENT OF SHEAR REINFORCEMENT , SUBMIT DESIGN CALCULATIONS , BEARING THE STAMP AND SIGNATURE OF THE PROFESSIONAL FULL LENC-�TH EAGH SHEAf� GONNEGTION ENGINEER L ICENSED IN THE STATE OF COLORADO , AND EMP � OYED BY THE STEEL SIDE (C�R�4PE 5C�) RE : GENERAL NOTES � LEv. = I10 ' -D " c . PERIQDIC VERIFICA 'fION OF WELDABILITY OF REINFORCING STEEL OTHER FABRICATOR FOR ALL CONNECTIONS NQT COMPLETELY DETAILED ON THE STRUCTURAL (VERIFY) � T � � � THAN ASTM A706 . DRAWINGS AND FOR ANY PROPOSED ALTERNATE CONNECTION DETAILS , MID- � �� 2 - 12 W ^ d . CONT INUOUS INSPECT ION OF BOLTS �f0 8E INSTALLED IN CONCRETE PR IOR SPA.N ��`� 2 - IZ EXISTING STEEL BEAM L8X6XI /2X1 ' -O " (LLV) Y�11TH TO AND DUR ING P �ACEMENI" OF CONCRETE E . A � � WELDERS SHALL HAVE EV IDENCE OF PASS ING THE AMER ICAN WELD ING SOC IETY RE : PLAN �2)-3/4 " Q� EF'OXY � � e . PER IOD IC VER I F ICAT ION OF USE OF REQU IRED DES IGN M IX . I/4 30 ANGr+Oras 6 " MiNIMUM � STANDARD QUAL I F I CAT I ONS TESTS AS OUTL I NED I N AWS - D 1 , 1 , .4T EAGH � MBEDMENT 6 " G.'��E AND f . CONT INUOUS INSPECT ION AT THE T IME FRESH CQNCRETE 15 SAMPLED TO �/q 3p PLATE ✓/4 " X 5 X � � FABR IClaTE SPEC IMANS FOR STRENGTH TESTS , PERFORM S � UMP AND A IR �� � ND �ULL LEi�tGTH (C�Rp.DE �O) q " SPp.GINC CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE , F _ MINIMUM WELDS TO BE PER AISC TABLE J2 . 4 BUT NOT LESS THAN 3 / 16 CONTINUOUS 6 " 6 " � g . CONTINUOUS INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR FILLET UNLESS NOTED OTHERWISE . PROPER APPLICATIOtv TECHNIQUES . G , FOR ALL BEAM /COLUMN OR BEAM /BEAM CONNECTIONS , PROVIDE HORIZONTAL SHORT � � h . PERI �pIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE SLOTS IN CONNECTION MEMBER ONLY ( VdT - SECTIONS , ANGLES OR SHEAR PLATES ) . �_ � � � 1 AND TECHN IQUES . 3/4 " = I '-O " � H . THE TERM INOLOGY " CONT INUOUS " MEAfVS QUANT ITY , PROV IDE THE NECESSARY JO INT 3/4" = I '-O " 3 , STEEL CONSTRUCTION DETAILS TO ALLOW FOR BUILDING MOVEMENTS . COORDINATE LOCATIONS WITH � a . ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION ARCHITECTURAL CONTROL AND EXPANSION JOINTS , GONGt�� TE �aL.�B ON METAL P!_f�.TE 3/4 " X I I/4 " X EXCEPT THE FOLLOWING: I , PROV IDE TEMPORARY BRAC ING AND PRECAVT IONS NECESSARY TO COMPLY WITN ALL DEGIG-RE : PLAN FULL LENGTH EAGH � 1 . WE � DING DONE IN AN APPROVED FABRICATOR � S SHOP IN STEEL ERECTION STANDARDS AND TO WITHSTANp ALL CONSTRUCTION AND /OR LATERAL #4 X 2 '-O " S� DE (GRADE 50) J ACCORDANCE WITH SECTION 1704 . 3 . LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS b . THE SPECIA� INSPECTOR NEED NOT BE CONTINUOUSLY PRESEN7 AND DECKS ARE IN PLACE , �A�06) REBP.R DUR iNG WELD IN � OF THE FOLLOWING � TEMS , PROV IDED THE MATER IALS , �T � '-a " (� iNE � DiNG PROCEDURES ANp QUALIFICATIONS OF WELDERS ARE J . STEEL FABRICATOR SHA� L NOT RECEIVE AD � ITIONAL COMPENSATION FOR SHOP T.O .S. = 2 - Iz VERIFIED PRIOR TO THE START OF WqRK ; PERIODIC INSPECTIONS ARE DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS I13 '-8 " MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS Tp PIECE ORAWINGS PRIQR TO ENGINEER ' S APPROVAL OF ERECTION DRAWINGS , NERIFY) � IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP - 3 �� WE LD I NG . N � GONGRETE SLA T'� '�' � 1 , S INGLE PASS F ILLET WELDS NOT EXCEED ING 5 / 16 " IN S IZE . 7 . METAL DECK � J i ON METRL DEG �`'E : PLAN 2 , FLOOR AND ROOF DECK WELD ING . - IzE " PLAN AND A . UNLESS NOTED OTHERWISE , DECK SHALL BE SHOP - PAINTED STEEL , SHALL BE OF (VERIFY) 3 . WELDED S-fUDS 1N}-IEN USED FOR STRUCTURAL D IAPHRAGM . THE TYPE CALLED FOR ON THE FRAM ING PLANS AfVD SHALL BE TWO SPAN M IN IMUI�A V4HERE v- x 4 , WE � DEQ SHEET STEEL FOR COLD FORMED STEEL FRAMING POSSI8LE , 51NGL. E SPAN DECK CONDITIONS SHALL BE SHORED , DECK SUPPLIER SHALL VERIFY MEPvIBERS SUCH AS 5TUDS ANO JOISTS . COMPAT IB IL ITY OF H IS DECK F IN ISH WITH F IRE PROOF ING REQU IREMENTS , x = x - 1l �-�- x —=ex 5 , WELDING OF STAIRS AND RAILING SYSTEMS . � ` c . VERIFY WELD FILLER MATERIALS CONFORM 1"O AWS SPECIFICATIONS AND g , DECKING SHA � L BE INSTALLED AND ALL OPENINGS IN DECK CUT AND REINFORCED IN � MANUFACTURER? S CERTIFICATE OF COMPLIANCE IS REQUIRED . ACCORDANCE WITH MANUFACTURER ' S STANDARD DETAI � S AND SPECIFICATIONS � M � p_ z � � � a d . PER IOD IC INSPECT I ON OF THE STEEL FRAME TO VER ! FY COMPL IANCE W I TH EXCEPT AS NOTED OTHERW I SE . � I /4 2 - 12 5i�f4N I /4 " BENT PLATE X � L � � p ; T H E D E T A I L S S H O V�N O N T H E A P P R O V E D C O N S T R U C T I O N Q O C U M E N T S S U C H X GONTINUOUS � " � ' ° " " AS BRACING , STIFFENING > MEMBER LOCATIONS AND PROPER APPLICATION OF C , yVELDING REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE ON DRAWINGS , � � - a o JOINT DETAILS AT EACH CONNECTION , 1 . ATTACH FLOOR DECK TO EACH END SUPPORT AT 12 INCHES AND TO EACH AT E�.GH Q y � � m e , V ERI FY STRU CT URA L ST E E L MATERIAL CGNFORMS TO ASTiv1 STANDARDS INTERMEDIATE SUPPORT AT SIDE LAPS PLUS ONE INTERMEDIATE PQINT WITH I/4 30 ENp � m � � � SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND 5 /8 " DIAMETER PUDDLE WELD . PROVIDE WELD WASHERS AS REQUIRED , ° PLp•TE 3/4 " X 2 I/2 " X 9TEEL BEAM � MANUFACl'UF2ER ? S CERT IF I ED M IL � TEST REPORTS , 2 , LONG ITUD INA � JO INTS � ETWEEN AOJACENT FLOOR DECK UN ITS SHALL BE SHEAR GONNEGTION FULL LEN�TH EAGH RE : PLp.IV � � °� " a f , PER IOD IC VER i F ICAT ION OF H IGH STRENGTH BOLTS , NUTS ANp WASHERS FOR FASTENED TOGETHER AT 36 '° MAX IMUM SPAC ING WITH 1p TEK SCREWS , RE : GENERp.L NpTES 4 F ° Z � CONFORMANCE TO ASTM STANDARDS SPEC I F I ED I N THE APPROWEO # SIDE (CRA�DE 50) _ .� FASTEN FLOOR DECK TO PARA � � EL AND PERIMETER BEAMS AT 12 " (�N CENTER , Y w ,� Z � CONSTRUCTION pOCUMENTS ANO MANUFACTURER ? 5 CERTIFICATE OF �i , HEADED ANCHOR STUDS SHA � � BE WELDED DIRECTLY TO STEEL BEAMS ���' 2 - � � MID - � � w Z o COMP � IANCE . THROUGH DECK . EXISTING STEEL BEAM I /4 2 - 12 gp,r�N � �- � � � � � � � _ � ` M RE : PLAN w Z � � 3 . FOUNDAT I QNS $ , NON - SHR I NK GROUT ��`�' �� P.T E�GH 3/4" = I '-O ° � ` ' °' ~ PL.?.TE 3/4 " X 10 " X I/4 30 END A . MAX INiUM SOIL DES IGN PRESSURE 3000 PSF A . NON - SHR INK GROUT SHALL BE PROV IDED : FULL L� I�IGTH (C�RAC7E 50) � . THE ALLOWAB � E SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 3000 PSF , THE � � BETWEEN COLUMN BASES , - CONTRACTOR SHAL � RETA IN A L ICENSED SO I � S ENG INEER TO INSPECT THE 2 . BETWEEN BEAM BEAR ING PLA� TES AND CONCREI" E OR MASONRY � �� � � t � � � FOUNDATION EXCAVATION , SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL SUPPORTS , I SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED . 3 , GROUT SHALL BE COMPLETE AND NAVE A MINIMUM COMPRESSIVE STRENGTH OF 6p00 PS I PR iOR TO ADD ING BU I � D ING LOADS AB �VE , 3/4 " = I '- p" C . ALL FOOI° INGS ARE TO BE PLACED ON FIRM , UNDISTURBED . NATURAL SOIL OR H55 4X2X1 /4X 9 , NON — STRUCTURAL E � EMENTS GONTINUOUS GONGRETE SLAtP PROPERLY COIv9PACTED BACKF I LL > APPROVED 8Y THE SO I � S ENG INEER , BACKF I LL ON M� T�.L C7EGK SHALL BE COMPACTED TO 95 % ( MINIMUM ) MODIFIED PROCTOR DENSITY PER ASTM A . ELEMENTS SUCH AS NON — BEARING PARTITIONS , ETC , ATTACHED TO AND /OR RE : PL.4N . L�71557 UNLESS QTHERWISE RECOMMENDED IN 7HE 501LS REPORT , IF SOFT 5POTS ARE SUPPORTED BY THE STRUCTURE SHAL � TAKE INTO ACCOUNT DEF � ECTIONS AND LSXSX1 .4X0 '—h " ENCOUNTERED REMOVE SOIL AND REC �JMPACT WITH APPROvED FI � L ( RE ; SOIL OTHER STRUCTURAL MOVEMENTS , .4T 2 '—O " REPORT FOR DESCR IPT ION OF BEAR ING SOIL ) , M � �� T .0.5 . _ I /4 2- 12 �PAN B , FIRE PROTECI" ION FOR ALL STRUCTURAL PARTS SHALL BE PRpVIDED AND SHALL MEET 113 '-8 " D . CONTRACTOR SHA� L BACKF I LL EQUALLY ON EACH S IC� E OF FOUNpAT ION WALLS IN 12 ALL CODE REQU IREMENTS FOR THE TYPE OF CONSTRUCT ION SPEC I F IED � Y THE � XISTINf� GONGRETE (VERIFY) INCH MAX IMUM VERT ICAL L I FTS OR AS RECOMMENDED IN THE SOILS REPQRT , REFER ARCH ITECTURAL. DRAWINGS . STRUCTURAL STEEL MEMBERS SHALL BE C�NS IDERED - X AT �AGH SLAB ON METAL DEGK _ TO SOI � S REP�RT FOR BAC6C � aLL MATER IAL . UNRESTRAINED UNLESS NOTED OTHERWISE . �? '� I/4 I6 �ND � � 2 -24 il E . CONTRACTOR TO PROVIDE , AT HIS EXPENSE , FIE � � DENSITY TESTS ON COMPACTED 10 , GENERAL F i � L UNpER FOOT INGS An� D INTER iOR S � ABS - ON - GRADE . ° � - PL4N REVIEW COMMENTS 11 /20/06 A . ENG INEER ? S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBST ITUT IONS . BE�'`� � PRICING 04/ 13/06 F . NOT I FY SO ILS ENG INEER Wi-IEN EXCAVAT ION IS COMPLETED SO THAT COND IT IONS IviAY RE : PL?.N BE INSPECTED PR IOR TO PLACEMENT OF ANY F I LL QR CONCRETE . g , �/ ER I FY ALL OPEN INGS THROUGH FLOORS AND WALLS W ITH MECHAN ICAL AND GOLUMN I- � PRICING 03/2$/O6 E � ECTR ICAL CONTRACTORS , VER IF ICAT ION OF LOCAT IONS , S IZES , L INTELS AND �E : p�qN : , ,: � tti � ISSUED FOR; DATE: 4- . CONCF2ETE REQU IRED CONNECT I ONS ARE CONTRACTOR? S COMPLETE RESPONS IB I L I TY , � � � ` ': z Z PLiz.TE I/4 " X 4" X A , P, LL CAST — IN — PLACE CONCR � TE SHALL BE MApE WITH TYPE I � I I PCIRTLAND CEMENT , C . PR IOR TO INSTALLAT IQN OF MECHAN ICAL AND ELECTR ICAL EQU IPMENT OR O�THER f2EQUIRED (r✓- EE ELEVIs.TION) STONE AGGREGATE AND SHALI� SAT 15FY THE FOLLOWING REQU IREMENTS: ITEMS TO 8E ATTACHED TO THE 5TRUCTURE , ENG INEER ? 5 APPROVAL OF CONNECT IONS � � � �' x � � _� �� �� ' � `gk�'����e���, AND SUPPORTS SHALL BE O� TA INED � UNLESS SPEC I F ICALLY DETA I LED ON Q � EXI �TING STEEL BEAM �.�06 REBAR �, e �� � ° �� �� ��'� CONCRETE ITEM F ' C MIX TYPE MAX W/C f2AT 10 % A IR REQ , ARCH ITEGTURAL AND STRUCTURAL DRAWINGS , RESPECT IVE SUBCONTRACTOR J � �1— � T � R� : PLAN .4T 2 ' —O " .�u, ` `" ������°�� ��; � °��` � � � � FOOT INGS 3Q00 ps i STD - - - _ _ _ HH � LiTEU��N ISH ALL HANGERS , CONNECT IONS , ETC . , REQU IRED FOR INSTALLAT ION OF � Q- � E�� IS�T��NGOLUMN , � � �a � � � . $9 . � , � � � � �4 FOUNpAT 14N WA � L. S 4000 ps i STD - - - - - - TOP OF ; � SLABS ON METAL DECK 3500 ps i STD 0 . 50 - - - p , pRpV IDE ALL EMBEDDED ITEtv1S IN STRUCTURE AS NOTED ON ARCH ITEC1"URAL , °✓L�� �` ' �"� `�, ��, � � ��+- � MECHAN ICA � ELECTR ICA � AND STRUCTURAL DRAW INGS , M I SCELLANEOUS EMBEDDED g" �� ���� ? FOR ALL CC?NCRETE SUBJECT TO SULFATE ATTACK OR POSS IBLE CONTACT WITH RqAD ITEMS AND ANCHOR BOLTS SHALL BE �URN ISHED BY STEEL SUPPL IER AND INSTALLED 8 a � �_ � � f � � � �%,��,�,'`���t,; �a_ �``��'�s"��"�,�� \D SALTS W/C RAT 10 SHALL NOT EXCEEq, 0 . 4 , BY CONCRETE CQNTRAGTOR , STEEL SHALL FULF I LL ASTM A36 , � ° ° a oa . ° . a _ X �' � � r ` °��*�s,agg��, ���` .� . . . m � ✓�4ii _ li �O �i Ja�,� `� £�� �a�"��R;`��_ � ? ? MAXIMUM SLUMP SHALL NOT EXCEEQ 4 , E . PROVI � E ASPHALTIC MASTIC - COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH . � �\,' ff B , IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHAL � PROVIDE OVuNER WITH F . SUBMIT SHOP AND ERECTIQN DRAWINGS TO ENGINEER FOR REVIEW OF ALL CONCRETE L u�+ � ION LETTER IND ICAT ING COST REDUCT ION AT T IME OF B ID . THE MODULUS OF ELAST IC ITY RE INFORC ING AND STRUCTURAL 5TEEL , THE MANUFACTUR ING OR FABR ICAT ION OF ANY OF ALL CONCRETE SHALL EXCEED WC1 , 5 33 'V� � C ( OR 57 , Q00 l�F 'C NORMAL WE IGHT I TEMS PR IOR TO WR I TTEN REV I EW OF SHOP DRAW INGS W I LL BE ENT IRELY AT THE R I SK � �- �� � r � � � GONCRETE ) . OF THE CONTRACTOR , I THESE DRAWINGS AND SPECI FICATIONS AND THE C . CONT'f� ACTOR SHALL SAVv�UT OR TROVJELGUT JOIN °f5 IN SLABS ON GRADE . JOINTS i�Ens, DESIGNS �o n�,NC�nerirs SHALL BE SPACED 15 FEET AND SAWCUT OR TROWELCUT 1 /4 OF SLAB DEPTH X 3 / 1 6 '° � � WATERPROC7F ING , VAPOR BARR 1 ERS , WATEF2STOP , ETC . , SHAI� L BE AS SHOWN ON THE 3/4 ° = I '-O" REPRESEfJfED THEREBY ARE AND SNAlL REMAIN ARCH i TECTURAL DRAW INGS AND AS ( ND I CATED I N THE SPEC I F I CAT I ONS � NEW HS�J �✓ VZX3 VzX1/4 �EW �'JPRE�aP �C7G�TINC'� PROPERTY OF THE ARCHITK;f, AND NO PART WIDE WITH IN 12 HOURS AFTER POUR ING _ CARRY ALL SLAB RE INFORCEMENT THROUGH WITH 3/4 " Bf�'"aE PLATE WITH (Z) — �5 P� R �f/SI .O THEREOF sHnu BE COPIED, DISCLOSED TO JO INT , OTHERS, OR USEp IN CONNECTION W(MANY H , ALL D IfiAENS IONS ON STRUCTURAL DRAVVINGS SHALL BE CHECKE � AGA INST' F I ELD AND GENT�RED ON V�I,+�LL WORKORPROJECT FOR WHICHTHEYHAVEBEEN D . SLABS , TOPP ING , FOOT I NGS , BEAMS AND WAL � S SHALL NOT HAVE JO INTS I N A ARCH I TECTURAL dRAW INGS , PREPAREDWITHOUT THE WPoTfEN CONSEMOF THE ARCHITECT. VISUAL CONTAGT WITH 1HESE HOR IZONTAL PLANE , ANY STOP IN CONCF� ETE UVORK MUST BE MADE AT TH IRD PO INT OF DRAWINGS oR SPEqFICA'fiONS sttau I , CONTRACTOR SHALL VER I FY AL � ASSUMED EX I ST I NG COND 1 T I ONS , I F COND I T IONS - coNSnrure CONCWSIVE EVIDENCE oF SPAN WITH VERT ICAL BULKHEADS AND HOR IZONTAL SHEAR KEYS UNLESS OTHERWISE ARE D I FFERENT THAN ASSUMEO , NOT I FY ENG INEER , � � ACCEPTANCEOFTHESERESTRIC110NS. WRITTH�! SHOVU�I . Al. � CONSTRUCT I ON JO INTS SHALL BE AS DETA I LED OR AS REV I EWED � Y THE _ � DIMENSIONSONTHESE DRAWINGS SHALL HAVE ENG INEER . PRECEDENCE OVER SCALED DIMENSIONS. GONGRETE r-aLAB CONTRACTORSSHALLVERIFY,ANpBERESPONSIBLE E . ALL CONCRETE WORK AND RE I NFORCEMENT DETA I � ING SHALL BE IN ACCORDANCE ON METP.L DEGK FORALLDIMENSIONSANDCONDITIONS ON THE RE : PLi�N JOB, AND THIS OFFICE MIiST BE NOTIHED OF ANY W I TH AC i BU i LD ING CODE 318 LATEST ED I T ION , UNLESS NOTED QTHERW I SE , USE i�' T .O.a. = VARIATIONS FROM rHE DIMENSIONS avo STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERW I SE . ALL EXPOSED EDGES OF #6 /,.T I ' -O " t�1 RE : pL�N CONDITIONS sHOwN BY THESE osa,v�nNC�s. CONCRETE WrJRK SHALL HAVE 3 �4 INCH CHAMFER . EW HSS 3 I /2X3 V2X1/�4 � E ?CISTINC� � �-� �� �� t =: � a , '; ��� � GCJLUMN "— OOTI .�"'.� � ` � " � � s v � ' � � I /4 BENT '�' L � t�ERI � Y) a 5 . RE INFORCEMENT i i DRILL AND EPDXY MINIMUM ' � � � �� 6 " MINIMUM � ' ` ` �` t � `�� , � �� — PLATE X 2 �� � ' ' er�ee �r�� r�-r _ �., _ .� , �a � . �� � � . � � — x ��- � � �— � ,�— � � GENERAL NOTES N A , ALL RE If�JFORC ING SHALL BE H IGH - STRENGTH DEFORMED BARS CONFORM ING TO ASl'M I I � � : _ X GONTINUOUS � A61 5 , GRADE 60 �XCEPT T I E5 > ST IRR�UPS AND PLATE ANCHORS W}-I ICM SHALL BE � � I /4 y � � � � SECTIONS AND �ETAI �S � DEFORMED BARS , ASTM DESIGNATION A615 , GRADE 40 OR ASTM A706 GRADE 60 . i i � z z , c � g' B . WELDED WIRE FABhIC SHALL GONFORM TO ASTM A185 GRADE 65 AND SHALL BE j j � � � �(} (� " ` � `" LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER , i � Li�T� i /ZX4XO '- 4 " IIII_II- � XO a � �' GUT 111= � � EXISTINC� , , f EXISTINCy STEM � C . RE INFORCE ►�ENT PROTECT IC7N UNLESS NO"fED OTHERWISE , EkISTING � � _III-111-L=111=�_ili=- Ii-111-111-111-111-111-111�111= ���rl �� � : ' ,� �� .o �� � � p 1 , CONCRETE POURED AGA INST EARTH 3 " C.OI�UMhi i i I-111-III-111 -1 - -111=111=111=111-111=111=111-111-1i � 2 . COr� CR � TE POUREQ IN FORnnS ( EXPOSED TO WEATHER OR EARTH ) 2 " BEL.Ow � ; 111=111=1 - - -111=111-111=111=111-iii-111=111=111-111= 51MIL�R � 3 , COLUMNS ANO BEAMS T I E BARS 1 - 1 2 " EXISTIN� i i -111= - - 11=111=111=111-111=111=111-III-111=111-111=11 � � ) ,� i i � �=111 ,=_III�III-J,-111-1r.u-1J=111=JJ1=111=111=11I- ��� STEEL BEAM 0 4 , SLABS AND WA � I. S ( NOT EXPOSED TO WEATHER ) 3 /4� GONNEGTION i i I/4 # ill=7ii-� � � � � � � � i-111-111 ,�� 111 ���111�-_,111- ' f�E : �'L�.N � 5 . PRECAST TEE � EG 1 - 1 2 " (VERIFY (Z) - 6 X � / i i SHE.4R GONNEGTIUN ELEVATION i i GONTINUOUS RE : GENERf�L NOTES � I1�1 FEILD) � � o °� p , REINFORCEP�ENT PLACEMENT AND TOI. ERANCES SHALL BE IN ACCORDANCE WITH i i i ' -6 " 5 " 8 " ✓ " � SECT I ONS 7 . 5 , 7 . 6 AND 7 . 7 OF AC 1 318 , LATEST ED I T I ON , i i TS 3 I/2X3 I/2X3/16 � GOL.UMN MIN . EXISTIt�iC� E , NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR I ' -6 " FOC7TING � sz�',' AUTHORIZED BY THE STFZUCTURAL ENGINEER , �AP SPLICES , WHERE PERMITTED , SHA � L � BE A M IN IMUM OF 48 BAR D IAMETERS FOR #6 BARS AND SMALLER AND SHALL BE A � �� � � � � � � � � �� � � � � � � � � � � r � � � � � � � r � y, � ,r ��-, MINIMUM OF 80 BAR DIAMETERS FOR � 7 AND #8 REINFORCEMENT UNLESS NOTED ( I I �� /P° � OTHERWISE . MAKE ALL BARS Ct�NTINUOUS AROUND CORNERS , � 3/4 " = I '-c7 " 3/4 " = I '-O " 3/4 " = I '-O " 3/4 " = I '-O �� � � � � ,_� '-6 I /2 " � ,. � NEW H5S 3 I/2 X 3 I /2 X I /4 � � GOLUMN 1 -- _ _ _ _ _ _ - - - - - - _ -- -- - - _ .�.t = }-u � - __ ,� � _ : � -- - — = - �-_ - ;� -- _ . - � - � _ - - __ -_ - _.. � � _ MP.TGH TOP OF � � FOOTING Tp EXISTINC� �t � �� ` � � � � � � ,: -- �- � - -�- - -- = - - - � � - -- i - - - -- - � � - - - - --- _ __ __ � _ _ � . � - - � .r i � � � . .; - _ - - � - - �� - . �� _� � � � � _ , ; � I � � I , � �' � ��3� � W � � XI �aTINC-� \. __ _ EXISTINC-� �� � � I ! 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' �� ��i � � - I , `1 ���_ — �- -� � � PRICING 04/ 13/06 _ __ - y /� � '4 ,� ��� � � - - - � �- � , r ' =_ � � � PRI� ING q3/28/06 � / . � ' I /� 1 � J 'I r � � � G � � � ISSUED FOR; DATE : , , , ,= � � I �.___, _ ... _v . �i� , �'_ __i% 1 � � � -- � _. _ �' - . _ _- - _- _ __ � ,, � --x_�= __ �-�,- -__= -� � -- �---- _ -- r ��` - � �-__ � _ , : _ ��- .— � _�-� _ :_. � � � � � � 'y �`�0 �7P�B����rte� � (I / � � ,��e ' '<v� ����� � � �� �� s :�� �' �E? �b�� ��,�� .� A F. • �, '� �°��, � ��� ��-� �� �°�� ° � �3���� � � a �. ` 3 � % �„, � � � � �� . � _ .¢, �. � « � iS . �:� `� ° .�y %x ��,. ..i: ara pe � � Sffi0. ( 6"� y R'h T " " a .. � Yg \ "+°� ��,+,°, " ����'d°� � .. � y� � ,h� .�"pp�..,° � g, � ' .. ?�.�s� $"`.. '� �_w.s�a� �r3e *:<' I� m �,�����, ,fi.w ��C'm� �' U W,� �, � l� � f /� � � � � �`s � ,a�� - � �-o ., THESE DRAWINGS AND SPECIFICATIONS AND lNE � u � � � � l � J� � � ; IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMfJN PRQPERIY OF THE ARCHITECT, AND NO PART I . GONTFZAG70R 5H/iLL FOLLOW ALL. REQUIREMENTS L15TED IN 501L�a THEREOF sHnu BE COPIED, DISCLOSED TO REPORT . WORK OR PROJECT OR WHICH THEY HAVE B� PREPAREDWITHOUT THE WRIITEN CONSENTOF 2 . PLl�.GE SLp.B ON GRA�PE ON STRUGTURLt.L GOMF'AGTEp PILL OR THEARCHITECT. VISUAL CONTACf WITH 1HESE DRAWINGS OR SPECIFICA110NS SHALL NP.TURP.L C�Rp.DE P.5 OUTLIN�D IN 501LS REPORT. coNSrrruTe CONCLUSIVE EVIpENCE OF ACCEPTANCE OF THESE RESfRICf10NS. WRITTBJ 3 . UNLESS �THERWISE NOTED - ALL SLAB ON C�RADES p.RE 4 " Th+ IGK DIMENSIONSONTHESE DRAWINGS SHNl HAVE WITH 6Xh W2 . 1 X W2 . 1 YJELDED WIRE PP.BRIG . rRece�eNCe OVER SCALED DIMENSIONS. 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M✓�TGFi TOP OF STEEL BE�`.M ELE�/R 'fION 1�11TH ���� THESEDRAWINGSANDSPECIFICATIONSANDTHE EXir-✓TI 'NC� FRAMING (TOP OF STE�L BEAM ELEVATION = 113 �- � �� I �FAS, DESIGNS AND ARRANGEMEMS REPRESENTED THEREBY ARE ANp SHALI. REFAAIN UiVLE55 NOTED OTHERWISE .) NEJN GlJNGR�T� eiLfi.B PROPER'TY OF TFiE ARCHITECi, AND NO PART � ��� � ��:� ���� � � � . � " 2 . �✓- L B E D K 5Fi.4LL B� 4 " (TOTAL DEf�TH) NC7RMAL ON METAL DEGK OTHEROS� OR USEDEINCOONNECTION WffHANY W� IC�HT GG7NGF2ETE ON 1 .5VL1 - 22 �A�E M� TA�L pEGK . WITH �� " �� 'A`N WORKORPROJECT FOR WHICHTHEYHAVEBEEN RE : PI_RN PREPAREDWITHOUT THE WRI'fiEN CONSENTOF W� LDED M��'JH WWF (aX6-W2 . IXW� . I . THEPJtCHITECT. VISUAL CONTACI' WITH 1NESE RE : SEC. TION 2 �`Np DRAWINGS OR SPECIFICA170NS SHALL 3 . • INDIGA�T� S TUBE STEEL GOLUMN DO1NN ONL'1'. (VERIFY) CONSTITUTE CONCLUSNE EVIDENCE OF STEEL B�,4M I ACCEPTANGEOFTHESERESTRICT10N5. WRITTEN RE : PLAN DIMENSIONS ON THESE DRAWINGS SHALL HAVE 4 . � INDIGATES TUBE 5TEEL GOLUMN UP AND DC7WN, UNL�S�a IT IS PRECEDENCE ovea sc�ueo DIM�1510N5. LAV3ELED UP ONLY . �� . (.a�fy� � � % �� % X �- % � x ' CONTRACTORS SHALLVERIFY, AND BE RESPON516LE 4 � FOR ALL DIMEN510NS AND CQNDITIONS ON THE AND J08, AND THIS OFFICE MUST BE NO11fl� OF ANY 5 . M.4TGH TOF' D� GONGR� TE r-aLAB ON METAL DI�GK V�IITH EXISTING SLL�£3 . (V� RIFY) � � VARIATIONS FROM THE DIMENSIONS av� I � CONDITIONS SHOWN BY THESE DRAWINGS. � 6 . RE : �✓- HEET 52 .0 �OR GOLUMN G.4LLOUTS. a. ;;, � - , . � �,�;, ; � 7 . R� � SHEET Sl .p FOR .C'.-�ENERAL IVOTES FOR DEGK GONN�GTIOTV R�QUIR�MENT -r,�- � ` r � �.� � � � �t�� ' � ,.` � � -� � �� �� dz � V SECOND FL�OR �� b. PROVIDE 5/S " DIAMET�R X 3 " HEP�DED ANGHOR STUDS AT 2 '-O " ON EX15TiNC� rr�- L.4B STEEL B�.4M RE : PLP.hI �, A�LL N,EW BEAMS. FRAMING PLAN C9 1d � G . Il�1DIGP�TES DIREGTION OF D�GK raPA1�l. I TI C-� T L v � BE�.M RE : PL.4N a.. 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I �- . _ _ __ k � t ; Ij ! ; t $ r � i � j � ( � '; � , � � � , , . � 4 _ i � _ .. ' � , 1 l'A � . s 1.� m@ � � 4y P1 ����}'� SC�4LE: � P4" = 1 `CD" � � � � T TEC �1. ERlP1G 7AP6TS lMG: Z O F— � � U tf1 W � Z O � w � � � � �� � � �� � � . • � FLAG IVOTES : LEGEND . 1 . FIRE ALARAA SYSTEM SHALL �E DESIGNED IN ACCORDANCE YVITH NFPA 72. 2. THE EXISTBN� PVOTIFiER SYSTEM 5000 �ACI' AND ALL INITIATING DEVICES AREA WAS PREVIOUSLY OPEN TO 1ST FLOOR BELOW. DURIfdG fi " MIN 36 " SYMBOL DEVICE D�SCRIPTION SHALL BE REPLACED VdITH A NEW N071F0�R ADDRESSABLE FACP AND ASSOCIATED O CONSTRUCTION, AREA WILL BE INFILLED Td FORM NEW CEILING . MINIMUM DIFFUSER ADDRESSABLE INITIA'fING DEVICES. BUIL�ING CURRENTLY HAS FULL COVERAGE DETECTION . PROVIDE NEW, ADDRESSABLE FIRE ALARM DEVICES FOR NEW CEILING 2 FACP Fire Alarm Control Panel 3. FIRE ALARM SCOPE OF WORK ALSO iNCLUDES A PANEL REPLACEMENT. AREA ON LOWER FLOOR. PROTECT EXISTING DEVICES ON UPPER P FLOOk DURING CONSTRUCTION AND REPLACE WITH NEW AS PART OF REFER TC7 PROJECT SPECIFICATIONS PAfVEL REQUIREMENI°S. SYSTEM REPLACEMENT. � � � NOTE: ALL DEVICE � Manual Pull Station 4�. F'IRE ALARM C�NTRACTOR SH ,4LL CQOR�INATE ALL DEVICES f MOUNTINGS SHALL LOC,4TIONS WITN OTHER TRADES AND CONTRP,CT DRAWINGS. O PROVIQE NEVY ADDRESSABLE DEVICES FOR NEW AREA. COMPLY WITH NFPA 72 Q 90 " MIN �� + g6 " MAX AND EAGLE RIVER FIRE P Photoelectric Smoke Detector F 5. RE�ER Tt� MECHAN6CAL DRAVdINGS FOR FAN AND EQUIPMENT LOCATIONS. �3) IN ALL EXISTING ARE4S NOT UNDERGOING A REMODEL, FlRE /�l.ARM $O MIN REQUIREMENTS . Q PROVIDE A DUC�' f}ETECI'OFt QN THE SUPPLY SIDE OF ALL FANS OVER 2000 CFM . � CONTRACTOR SHALL REPLACE ALL EXISTING INITIATING DEVICES WITH F j � O Heat Detector (fixed ) 6. ALL FIf�E ALARM iRlIF2E SHALL SE PLENUPA RATED OR RUN IN CONDUIT. NEW ADDRESSABLE DEVICES, TO COt�PLY WRH TOWN OF VAIL REQUIREMENTS. EXISTING NOTIFICATION DEVICES MAY REMAIN , 48 �� MAX . 7. EXISTItdG NaTiFiCATIaN DEVICES MAY REMAIN PROVIDED THEY FUNCT10N PROPERLY PROVIDED THEY FUNCTION ADEQUATELY AND PASS ALL REQUlR�D 42 MIN RT � Duct Detector w/Test Switch � AfVD PROVIDE NF�A 72 COVERAGE. CQNTRACTOR SHALL TEST ALL NOTIFICATION DEVICES. VAIL f1RE DEPARTMENT TESTS. Z EXISTING NOTIFICAl10N CIRCUITS SHALL �E CONNECTED TO THE NEW FACP FINISHED FLOOR Horn�Strobe OR NEtN P�WER SUPPLIES. O LOCATI�N OF EXISTING NOTIFIER SYSTEM 5000 FACP. LOC,4TI�N � C = Ceiling Mount 8. 'fHE FIRE ALARPA SYSTERA SHALL REMAIN OPERATIc?NAL DURING CONS'1RUCTION. �Y BE REUSED. PROVIDE NEW ADDRESSABLE NOTI �IER FAGP. STANDARD MOl1NTING HEIGHT DETAIL � Strobe (candela specified ) N rn � C = Ceilin Mount NOT TO SCALE ��°, � o � rn d- A B � � C D A � 0 0 C D ° N � o � � � 1 - _= 1 - � � CE ) RAMP DN CE ) RAMP DN � OPEN T � CEI ING HT. CEILING HT. CEILING HT,I �`�'� � � ,ra,.� � � � � � � � O.AS, -- � '— " 1 '— " R '— " �ORNE � � H CEILING = 7'- 6 '° CEILING = 7'- 6 " CEILING HT. CEILING HT. CEI ING HT\ CE LING . 7'— " CEIL G HT. 7'— � ATTIC AR ;= A -�- -�-- 5'- 8" C� WALL 5' - 8" (� WALL 4' 6" W L � - � - � - wi coNC , � f TEEN TE N TEEN SLAB ( TRAIN R � D , B � � R ❑ PEN T ❑ BE � ❑ W f oPC� oPCO oPo � I � � � � � / � DIRECT R MIN . 3 6 � O 0 � � F KID ASSIST , 3 - 6 OPS PR � D , � O MGR . ST � RAGE � � ' � F. F. = 10�'—� �" I � F�. F. = 114' 10� ADA UNIS � CEILING HT. ST ❑ , � T � � � � CEILING H . CEILING HT. � 9 ' 3" C�D A�L 9'- 3'� C9 WALL $�— � » � — — — -- — -- - � — --- CH CK ❑ UT 3 3 - 6 ❑ PS P CE iNG HT. =. .00 �e � � � - � � � � � � s ��e � � � � � � o� � s � � � � � I C , �, C ❑ PIER � � 11 — 3 � \ / e � � � � � � � R , R , C� ° ° O R , R , � R , R . R , R . � � o : O C� / O � � O � � D O \� F. F. = 113'- 8" � � o0 ° o � ao � ° 0 O O _ O � �} O \ / — d 3 DISHWASHER AREA � F. F. = 101 ' }� � oa ao ` I � � O � � o UP � P \ � � � � L. 1 O — — NEW STAIR , ` I , � X O � —_ _ /� _ W m � � �t 1 O � � � 3 2 1 OSCAN � P 4 3 O �.`J � 2 ' � _ ,_ » ' I � �'. F. = 10'i � - 10" I 5 O OP EXIT � F. F. 101 10 ' O ' I � � � � UP 6 � � � .�� l S A L S C E � � — — — � — — � � � S �l � . .i�. � � � � e .�.. � � i � CEILING 7 UP � � SNOWB � ARD SL' P DEV ❑ � ��- 6" 8 � � o . � � O a � � � 6 ' - ! _ 6 _ � � VA I OP ' SECURITY E ❑ F" FICE � � � R M 2 i 9 � OP � L� L� uP � ? � 10 � F. F. = 100'- 0" � I � 2 I � � UP NEW STAIR O � � I sm L ❑ W WALL L � W WAL � o � �J � � � � � i ❑ PEN T ❑ BEL � W � � � DR ❑ PPED � � � R , R , REGISTRA � I N � � �`�O �'°` CEI � ING � i � Q � COUNTE U3 AREA � o � PEN TO BELOW DR � PPED 3 („(� 3 O � CEILING � � F. F. = 100�- 0° � RETAIL AREA ReR . -+. – 3 ❑ PEN T � BELOW � � � UP .Q�. W C � UNTER � _ � O � � z � � � � � � F. F. = 100' - 0" � ❑ PEN T ❑ B � � ow � � — 4 n � � � -� � � � o • � � � � � - _ � - - w � � � � � � � O O O O � � � � ;:..- .. ;F ,;. _ � � � � , < w :, �� ' r� � >'�. � ¢ , � �"�4 ; a� �;*��',�P�°k, SHEET DESCRIPTIOfV : � n" � �w a � � FI AL L . � . ph�:�Aa",�y.,. ,y �� � � ' , . ".ym2 `� #. �� p f } h , I L L L �� a"�` .�m' �` � '� ' � ` : ., .�� �aa a , � ��� a��� v �°� r�' DRAWN $Y: DATE: scA�: 1 /s'= � �—a� sc�E: � /ap= 1 '—o" �� ' �_ : r F�.� > � �kal 4� �� �°� ��-��� ����.�T� L 11 / 7 e ����� � ,� � 4 �� SHEET #: F�mo . a1 • & . OY .@` ., � .t� � � � � . � � � �. � .. . � ��. . . �� . � .� �� .� �� .. ( . � . � � p,� q �+�/� qp(ry �+ (�; atp {-� (�,� �-+ 7-� �ypC�r�. � hYJehn,SOKdik �L'C, �.Q� �.. 4FV�� 7'f�� a7 F IVIU�.BLJ ��.+E�.1eR�� ��1"5, �t i � a7� P' 11+JF�d.+T� � A�, � � BsJ � . SCC}F'E: Furnish a{i materi�€s a�rd Eabor rec�c�ir�d �� execufie �his w�rk 'tit� Fa�a�� �eerr��at 2�, ar�p�res kV� = �� � RecessE� c�� s���acE r�cs ���s�r aa�s�EV�A�rarvs -- �� indicatecE an dr�wing and �s speci#ie�, �� nec�sary �� ecam�lete the E � (�¢ wa�L� r�oura�€� ��c��7 �ixru�aE ,�c - �BO�� coun�r�� � � � TYP9CAL 8'C3" �EILII�G � ��_ ,� � c�a�tr�c�. Eiectrica! �vv�rk shall incf�€de, bt�� a�s�f lim�tec� t�o, Yhe�� ma�or � � 1 = � � � 1 = � �. � trar�s. FtA ,��,�, � ��'�r; aF� - �sc��� F��r�€sst��a �.. � fEECESS�D ht. . L1GF8T FI}CTiJRE ��� - ABOVE FIP�ISFIED G ' � � i�ems: � � 1a7�� sa�u��c� ��uo�. ���r r��� As. - �a�u�in�unn � � � , � � w � cv - eo�€���r � t3? � A. �otr�plete �ci�g system far n�� li�h�irroc� and pawer as sMovvrt, 6sc� = tr�ras. � x 1 � r' �� � ���' �tx'e��ra� o�s��s��a�vs: a�ss�. - €��s�Gr�a�sc�ns 'm" t�- = v�� , � incfuding r�ew panei#�oards, raew candr�its, ne� wires�, new wiring �r���f�� r � ° 1 � �fe u�geR c,�sE - Fix�uRE ��E E� - �nn�R�entev � ' LL'1t�R CASE - SVUITGH [�StGi�ATI EkiAP - EtVERGY PrR�dVAGE�EE�iT PAhiEL C�E',ollG�S, Ci��! C43CitCd� C�E:9�ECE:S, �fC. �t}C � CdC'R�I�t@ 61g�Eti(t� �1l(� Essa = a e short-c�cud c:uerenY sy rcca6. lsca �,, * " � �RtpEre� EVS� - �LEC'SRIC VUATE}� ER .° p . � ' � ,� , � �� S#iA,C31ft4G Q�! FIX E tNplCAT'ES �9���G. �A'T7ER5i S�CKUP Gi�lD - ,faf20UND � �tl� pU�ld'P" S�S��YTI. m ��lt�$ t� P �6$ A��$� "Three Phase 2Q$f120 �° GFi - Gi2dUtdt} FRUL'f IiV'tE52Rl3FTER ° �. �camplete feed�r{s) ins�all�#ic�n as required Fcar r�ew �ndlar � �€.u�taESCE�€r s�t� �sxnxz� � �— . � it1lAlPd CIR�4J IT BF�E/�KE6� �ength (dist�nce) L 25t? t�lure�nursri� tu�nzr�ta�e xac�way � NF - t�oT �s�� �Eec#r�cai a�parattas as sho�n un �ingl� (ir�e diagrarr� anc� �-{ �c�c uGr�r as raa�cs c�a sc�t��u�.�� �v�c - �or �t� cor�cr Q) `� �" � {t3 rr & �RAh1�F� CfF�Cl7iT BFt �,4�tER� 1 .'i32 $ !� � E (,�5�} 6�� .°�x �� rvL - �i��r ���s-�r c�ravvirags. '� ' �t�r = 'f � � w��.c uv�,s��� � �@A?CI [� U {VI 4Vf�Uf�1"ING HE6GHT 9� � � � x � �--n� # �,oauc��r� pes � N � Nrs - rsc�ara sc�,L� � b_ ��mplete branch �ircuit wiririg rec�uired for the car�n�ction of �8", 6V� I�ili� tJlVf fS 18". P�oase car,�uct�r canstan� � �� ��� ������� �so �crr�� � P�t�-r�aur�r�a �x�u�a� u� - u�aoeR��c�vD , "'� - -�a�� t� � � .�. .� s�ergency lighting and exif �igns #o existing ernerg�ncy stand �os�- ��o�.�,a�e�> �xru� _ �. , �/�1# Li� m Laoe E L L '1lo8t xF�1R NSF E� by power system. � }�F��'U�" $ '"� s�� �.��H� - nnqtsrvrsea� r��[G�� ac� c�r+��a�.ssvE =--. f �, �, > +1s., o� �V�� �� oR ��� s°_ � � utrat coraductor cons#ant C � �, ���a'�r�� �����a���r 250 keer�t � CE9�.IhSG {�R S�IAL�. Mt1u D EXiT LIGhi"T � t� e �. Com�lete provisic�n, instali�tion arrd conn�c#ior� o� lighting �i�tures, - Mc�ttq�s���� vcslt �.�,e m n��t�a4 E � � � �o►t �m�r��n�cv sa�rt€�v ��er� �t�a� r���� sYS'r�� �, � exit signs �nd E�rnps as sp�cifi� and a� �hr��vn on dr�wir�gs. �° �. �, f '�`" � '�° � Dc��l�� R�eEp�tacL� � �° uN�.€ss rse��er �' � � ' %-�r � � FACP FIRE ALA�R[tlt COhFfROL �A{�BEL 3. ��re alarm systerr' �v�El be by ath�rs. Gcaard'€n�te c�nne�ions #c� the � � = .g � y; e g � p , � r�us�� aaa�e.�x ��G�P�r�,c�� � �a~ �an�t�ss r��a �ERE �� �rstvur�acs�ro� �A��G " � . 81��56 SX ��Lk ��sl�.lrC��� C(} .•—" 9 $ 0 i.{� [� �f� ESd �}.'�3r'vs ,x <r; �'�'�� � �LtlSH F�.£?C}f�i [)t1€�L�X. R£CEP1'ACLE FiRE f4L�RM PULL STA7"iC�14 � �.. .q- � Llne to hleutr�l �l ��� , ���; S�ECIRL C?11TLE'T AS R3C)TED {3 � 4_ Com ieYe cannectior� af HVP;�/Pfurr�bi� mc�tor s , v�rater he�ter s , c`7 F���t �urr��a� �t ��eua�� �taa� �e�zs� aa s������a '� � P 9 t ) ( � �.. ��si��n�nt � au���x �a�c���rac�� rr��-s�nnrc��c� � � a° uraL�ss raa�o ,� � �J � � equipmert#, etc_ ��rnish by mechanical - refer tca both eiectric�l and � J �-� � cc�sns�n�anon� �eaa��srs�ose o� s�����r�rs�r��� Is�a � � = fauig et�s�rer� at #ermirrals crf main diseon t �.- L. = 7ELE--�t�R PO�E ° and rn�chanical dr�winc� �vr scape �raef wc�rk and additina{ ir�fc�r- �. � �� r�s �o �+��s��c. HEar ��c t�u�.�t-ou�ter ��� s�tp m�tiOR. � 6s�� x t� = f�u1S caarrent at terrcair�ls m€ rnaira discan t �� €� � � �r� re� s s�lcaKE�tohllzRTlfltd R�TECTOft J J�} J JE1(VC'€iCPhI BC3X IN FL . tMEEl.E�1G gi42 IN hfi�ALl P PHCS7C7ELECTRiC S�t3KE DETEG 5. Pr�vide gra�ndinc� and banding �aci[i#i�. �' F��31��E� FL�3t�}� c��u�t�r�c.�p�seu�se �un_�-r 'rv ��c��a c� �A�.L �ra r�eAr��r�c��€o��ec-r�aEC sr��� o�r�ar TELEU{S14(4 C3UTE.El' �S DUC�' C3ETEC'CC3R 6. Comple#e a!! eiec#ri�al d+em�fitio�s as r�q�aired. g���P�acsr�� a�c�o�� � s�cttN�ct�cx svs�� � sv��rct� �Oh@�f11T RUN CQt�CEALEC} i#V BNRLL El� A�Ct�E CEiLING SPRIIVKLER SYS'fEf� T PER SWlTCFi 7. �or� drilling ar�d patching of �xisting ksuildin� s�rucfure requir�ci ficsr c€�ac�tT r€ E�a�r� _ ` srcao�� el�ctrical v�+ork. Ce�re drillir�€� shail fall��n �a�ilding �fi�r�dard pr ures �o�vou�a ��a� ���cs�u �� o� � snncaxE�t�a� nAn�Q�� c�r�c�n a��i contr�ctcsr �hall h�ve wri�ten ap�rc��als frc�rn b�ailc�irtg o er prior �lC3TES: � �o�tau�� s�r�.aa-a�� - c�a� & n��.�aa� 4p, ����� '��i��a �«t-rr �� start of aray �ork. 1 . HEiGHT i SH�ifUi� A�E T'�`#'l��a�. 'Tt� C�1VTEl� LINE flF Bt�� ���r�-rsv+nrcra Ar4s° a�n�zESS rvot�o G G UI�LESS �OTE[� QTF��F��`��E. su�sc���zs: s�cusair°r �vsr�nn P . . . . . . . � /S F-i a = z�ac � svw�cr� o� � N � T �. "f�st of e�t�re sysfiern a€�d wordc. `v . ' � � ' � 3 = 3-V1tRY StMTC4-i DC CC�6VFa4CT t2 Sit1l6TC9i 8tV JAM� �R t°91NGE Q . 9. C?perating, Mainter�ance and iclentifcatiart instruction� rr��nuai�, if �. C3EVECE� ,4�QV� E7UQF�S SN�LL �E C��4�`�R�6� BE E�N � = a-�sr�� svu�rc�t ' �s� �toTt �� �s cEF� . soa � Q any. TaP ok� bt'�Q� 7fZihR .��VC} GE1LdR�G �lIV�. � = ���-cyr���c� su�nrc� e �R � * 29 4 � : � T4} = TH�F��AL 42WERLQACI SiMTGFi � �. �dfQUtdT1NG FIEI��PTS Si��i��! ON ARG4�i'1�E�TUI�A� ���VRTIt?�1S €� = svsnrcyv�m �iiQ�r �t�a�rrr x Kev-ca�E��cs �ccesssuwTCM ci� � � � �° � ��. �-' �� �, � 10. 6�Ei� �Jf17S ,��1D FE� S: Obtain and pay �or �iE �ece�sary perrnits, ir�spec- °�a c�ir�n��r� svu��rc+� wruveartaeG� suftveoL�nrc� cranncrza o� ' � �� � tions, examir��fiior�s and fees or charg�s ra�cess�ry f4r e�ec�tian �nd ANCJ RiOT�D t"�N ELECTi�IGAL FLt'��F� PLAN s SHA�L. GC>VEf�fV G.���Q� fis ' � . . . . . . : . . �\� c�VER TE���E �H� �aB�3t��. (� P�st�eu�ro�a cc��a�� :. �tsa�aeureorv �c��s€��r�-r s�€n� s S�oNAL �N cornp9etica� of elec�ricaE r,�ork. �r€carc����cr�tcc€�.� 11 . F?E�ULATIONS A4�t7 COC�ES: 4. �C)€� C�6�1t�� NEI�4�TS i-! dG !-4ER �`�I�f� 7°2'°, iNST�4E.L FIR� ALAR�1 s ret�� s�rcH °e--- �ESCer�sNEC�rsu�zcw f�C��'[�IG�ATIC�� AUC31Q �irted °�FiSUAL AF'P�IPb�4C�u AT 80°'A�� � �rrs� cxs�aaz ,a� so°• urat�ss �o�� �us�s �. �pplica�ie cod�s: �3atia�al �iect�ic Code (199�3} t�THERWIS� i6�ST��� ��' 6" ��L�W CEIL1iVG. c�'v�s�Qr� �s �c�urr�en�r ^ cERCU��r sR��►c�� �c�nform �v the prevai�ing editica� ��d ar�endment� �l�ere�o of the �c3ao s�F2vsc� ��auE �rvr �u�����r �s�o�swe�x Tav�r� of '��il Electrica( Cade, per#�nent �IFP,� public�tsor�s 5. �flC�l3 (��`lfVG �9�6�F4�'S �'E� l�C 2Q03 ��1� �i�A C�1�ES �VIRE ��� Q1PV1��� e �un�c��nems svs�nn �'r�r�s�c� eta and to the requir�;men#s cs� Fee�eeal, State or oth�r City agenc4es �E�� h�ving jurisdictian. 1 �. SNQP C�F�A�fII�C''aS AIVI� ul1��1��1'A�: S S SPE�KER iN C.EILit�lG OR WALL �1i�GPJETIG I��JiOR STA R 'J VO�t�tt£ CDL RT 6�" UNLESS EV€TTc�D C?9SCOIV34EG'T' SVUfT�Bi �9 t1flIC Ht7NE 4aU'R�T l�S FL{�R BOX OR 1dVA�L P (3R L{) CEPSi�R. FL33SH tD� 5t� AC� U�6 .�. � ar�tract�r shal# submit shrsp drauvings #ar ersc�ineer review anc� �pproval. �T�..�B �P TU �E��V� C CALL-l�i SV9�l'CF[ T , NY�T€}R CO t �EPVTER O� DtSTFt! �Q � �. Shop d�a�ing subrriitf�l �ha9R irtci�s�e: �1GCESS6�L� CElL�IG � �RO� �EL�. -�r�sF �� 'i . Lightin� fxt�res. +�E?: RF� t :�v�a � 2. f'anel�caard(s�. i�� �RCaur�r c�t��t 13. �C?NDU9T ��VI3 WlR�: � cs�cuir ��a���x A ��t€FSe� n�a�c� c�uTt�T �. CQt�t�UCTQR Si�ES Ai� l� �Y'P�� : Us� �ni�r cop�r �nrire, �0� valt �,as �u�o�,�rsc n�s�RS�nrc� insulation, stranc�e�t in sizes #�8 ar�ci larg�r, salid in size� #1 � �nci smalE�r. Cc���rol �iring sha�l be #14, s�r�nded. Ira siz�s #°i arsd ���11er, use types TVV, TF94� �i c�r �'H�N. 1n size� 6arger #han �1 , �s� ST� E1G1"UREQ GA�L� TN1�f car �iFi�R�. t�se fiype T�#H� f�r vvires entering ar pas�ing +�0"°F�F� D [iTRIB�1�'(O�! P�hlEL (F'E1L�V�/I �E)�/4°C thr���h #9uare�cent [ighting €�xtus�es. �. hd{C c�b3e i� perrni�ed per ccsde and as folloMss: Provide ��I� cor�duit f�am panel #o Iocal jun�tiar� box_ �i� ca�le �rara� lacal �un�ian box �a dev€ce. MG c�lale is r�ot �ermiY�ed tc� be run frasv� the pc��+er ��neL �[`NE EL����lCAI� GC3NTRACTQ[� UVILL F'Rt3�lI[3E A Vt{AL� �'Ft�fJi���f tlt3E1"Ei 14 . ���Cl'RkC,�� DEVI��S P4JL�WIF2� "� TF�E QI�Vf� EF�/ARGH6TEC�" PR��?4� Tf3 F��l�L Rt�l3C�H6f� I�S �C)�LQV�IS: �. Convenience rec��tacles �ill �e 2Q �ra�p; �orr�r�ercial �ra�e �� � + C6�(� �9R �1 ALL L�CATIU�� FCJR �3G�81' �1/V11'�H�S, AD� TI�f� E� VV��`S d���ra styfe. � ir�ish per cawner �r arc4�itect. iF FOUR9E� NECESSARY. � EdE�4Ettid R�C�PTf�Cl.� t..CJ�AT3QN a, �C}0!E A� REt.�IJEFiEL�. PF�C9�JfC)� E�. �ight �witche� will be 2(} ar��, ccsmrnercial grac�e, �I�I�L� G,�I�G Ut�l7 PRIGiR1G IF ,�DD1TItJNAL F��G��TACC.E> �R� f��C�tlIR�D. �' decora s#�le. Finesh g�er o�nrr�er or archi4ec�. �,�Ihk TEL�f�!AT� E�t��C AT '! II°' A�F • f� E�/IE�Sf RECEPI"P��LE LOGATfQEV5 AT' CC3UC��'ERS AhdC� �Q�lFli� � RC�C)�tl �� IF T�-IDS� F�ECEI�TAGLE� S1-IQULE� �� ABQ�lE G�UEa�T�R �f� �EL��/. � . f�immerag s�itch�s wi€I be a �irr"smum s�f ��Ow or as notecf. � -1 Prc�uid� de�ora styE�, F�ish �a�r awner or archst�ct. COLC3 VV,�TEF� F�3�'E �t?VE .�� F� EQUiRED. D. AI6 m��ra#ing heights vvili �onfcarrr� t� �4dA guidslir�es. �'ypica! rec�p#�cl� EN GENER�L CC}N�1R �9 PtaVV� � APJC3 LICaHTING P�EQ!l1F2��'lEfVT�. �'HE EL�CTF�ICIAP� S{-!OlJLD BE F'R�PAREd TC3 REUV€7F�K SC3�E DEVIC� LC3CA�'i�}NS. heigh#� vvi91 b� +1 ki"AF� anc� swri#�h heigh#s �+ili be + 'A�F SfG[�36 �tGE1(tiE�' F�EtN(3�K SC-k�UL� B� �LAGCz�6� ,�,4�JE� t.��iT i'F�ECIPJG ur�€ess r�o4�d c�therwi�e. E. Provid� GF6 type re�eptacl�s at kitch�r�s, bathracsrc,s, HVC? SCALE PAi�EL PRCJVIC}�D ANC� fTTE�! !�lJT'HC}RI�P��"[f3h� Ft7(� AQDII"(CJfVfiL GO�TS �ar�g�s, �xteric�r etc. as seq�airec� by e. P�EV�t �O�F� I� iS P1'� APF'RC8IAEI� P6� IOF� TQ F��C7CE�Di�1G_ 15. SllPPt�R�' G�C��JD�D. A. S�ap�ort a19 electrical eqtaipment indepertdent of �ccessit�3e cesGrigs as required by NE�. �d�,NEL Pf�N�� P,��dEL. 16. El..EC�'R4C,�L E�C3XES P1 f'2 P2,� �4. �ef fire rated ��II sp��e electric�l boxes ak oppasife sid�s of #he �ral! r�o 6es� #har� �4'" hori��ntal distar�ce. �i. 1tVherr phdne, T�P & po�nrer re�eptacles �re ��o�n or� pl�r� s��� to ���h other. 1 �513 Lcacate respec�ive receptacEe� next #s� eaGh other on si�e with no rn�re ( 1fa AL, �,L �}2��G fhan � " seperafiing eover p(ates. -- 5,5t�� �oC �E� F' J ��T : 2 7� ( 5t7 �Clh� 1�L, 1 �4ALG) 2°`C PAR`f`I�`iC3i� SEIF2FACES ��0,��: I ��E.�� : GUT l�SU�ATic��v FLU�� Q�11 �/O� F' E� IT ���� ������'��� �if��S�1"C�F� M�[J� I�i 2� GA. 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M __.__.g _ _ ___ . _E __.._._. __ _..�_. , _ _,. _ MOUNTNVG: SURFACE � , ' � � , ? NlAWS: + i20�A MLO '� ___.___� _ ____ _ _ ___ _.....�__ __ __ __ ___. _____ -- -1 +s p !t!) � _ _ ___ ___;_� - ----- -- _� _._ - - -- ------- - -------- �__----- ;- --- _ _.. __---- . ---_� _�---_----_ _-_------ � - --__ _ _ _- __ __ .� __ _.__ _--- � - ----- --- ____ - L �-- _ ___._ _ _ _..� _ _ _ __ _ ------�. _ ___ � TYPE: EX�TiNG SEIMENS ! � � 3 ` i ; ; ; ; AIC : � 10K � � _ . - _ _- -- � --- � -- I- -� _ __ � � �� _ _ _ -- �j �-; --- � ---- _ - - Q} � � � o > PHASE PHASE ' � ' , - �� � ' ---� -- �-- - - � r � � DESCRIPTION A B C BKR P C�t C �t P BKR A B C DESCRY3TK)N ; � j j j � i !_____ _ _____i I ' � � � °� � � ] ' it� � coap Q3 � ' � � ; ; , ' --_._ -.- --- i � � t� � d' � REGEP7ACLES � 7U�0 20 '1 1 2 1 20 120� LIGHTNG � � ; I � ; � ' � W ��-' U � �" I RECEPTAGLES 720 20 1 3 � 1 20 12�OQ LIGHTNG � is ; � ! ; ------- V a i � �__....-- — -- ! � U = O RECEPTACLES 1440 ZO 1 5 6 1 2U 1200 �IGHTNG af �-� i ; ` ��`�� �---�_� I ((� W Q � � RECEPTAGLES � 14�40 2U 1 7 $� 1 20 1200 LIGHTNt'.,� i � -�' ' � I � �' ,; � ' s-- _ � � RECEPTACLES 1444 20 1 9 10 1 2U 1204 LIGHTNG i � � -', i ; ; � � ` _ � � 'E'' U � O C RECEPTACLES 720 �� 20 1 i 1 12 1 2� 12�i0 LIGHTM�IG RECEPTACLES 9p0 20 1 9 3 14 1 2a 12Q0 LIGHTB�IG I � I EX1STIt�G POWER TO � ; ! EXISTtNG P�JWER TO '; � ~'�� i �"� �� � � � B 1 � � � REMA{N JN PLACE { ( REM/#IN !N PLACE ( � � I � � J � Q, REGEPTAGLE� 1440 20 1 15 16 1 20 1200 LIGHTNG � � ' !N THIS AREA. ; ; �� IN THIS AREA. �� � E � • �- V - (U REFRIGERATOR 9440 20 1 17 18 1 20 1200 LIGHTB�CG j , I � � � � � V � 00 � RECEPTfiCtES 720 20 1 19 2t} 1 2(3 1200 L�HTAVG a (� I � ! � I , � s-- p� RECEPTACLES 90i3 20 1 21 22 1 2� 12�4 LIGHTI�IG � � � - -� � �-- - --- - ' j Q X � RECEPTACLES 1440 �20 3 23 � 24 1 20 1200 LIGHT�G ; � �_ 3 `� — _���E � � ---�- - � � i �� m LIGHT�IG 1200 2Q 1 25 26 1 20 1080 REGEPTACLES i � � ;�' ; i ; i ; ` � i LIGHTiNG 120� 20 1 27 28 '1 2(} 720 REGEPTACLES � % � � I � I � � � d' LIGHTWG 1200 20 1 29 30 1 20 1440 RECEPTACLES � J - � � � ) ! `� � LIGHTNVG � Zaa 20 1 31 32 1 20 1080 RECEPTACLES ' � � =-- ----�_ -�-- -L--i--� F L--- - ' ' LIGHTING 1200 2D 1 33 3� 1 20 �20 RECEPTACLES � � � � _.___��_ �-_ � ( � �- - - --- 0 � �- �- P � �R'� �S LtGHliNG 1200 20 9 35 36 1 20 1440 RECEPTAGLES , � _ � _..-�_i.� '-' ( �� � � � �-�-----� � 0� H ' � � � . T�` LIGtiTING 120t3 2Q 1 37 38 3 125 � 7967 Pt�NEl. P1A I � __� � j, �- ---- f � R --f ; � ��,,.. • � _ (��. .. ,p� LK3t-iTiNG 1 ZO€� 20 9 39 40 7�67 " i � � I � `� � , � � . O LIGHTING 1200 20 1 41 42 7967 " ; � p ; + ; � ' , �. �.. �. � " � ' ' � 3 �':, � ; ;_ ��,�� �6����'``'�' LOAD CALCULAT�N SUMMARY , RE�OGATE (3) CIRCIJlTS TO PANEL P1A TO MNKE l20QM F+C�R FEEflER GIRCUtT BREAKER FOR PANEL P1A. i � � ! � ' � � _� ___.__ .___.._�._. . ,__._ _ _._._ �a_ __.�_ ___.�__ _ _.____._. _.__._ ____�___ ._._ . ._ __. _. _. _ _ . ._ ___, _ _ ..�._ _ _.�___ ..__ ___._�,_.___. _.___._ ___ ____ ��__. ._ ___ ..,_____.___. �, � � ; � � . . . . . r --4 ; � , , . , �- , , ; __._ _ . _. _ _ __-- _ - - --- . ----- ---------- - �- - --- --- - -- ----- - - - --- ---- --- -- ___ j _ __ . ____ _ SS/o ENC'� � ( , , ,� E � i � _. •"s � i 3 i ! f � I i i __ .._.-- . __� .._... .. — --- ----� — ------- ---- � --- --- � --- -- --- - -- ------ --- --- ---- � ' `— '________�.__'�___.J—__—_-- L _'._.___.�__!_. _"_'.�..' ' �_ '_____...._.____'._ . " '�_ —___� __. _�_.._�_—.—__ __ i 1 1 r__ ,,, _ ?�-- t --r� . � r— at-� .�.- ,[ —j ` � �c.�_ ._ _ — ._� ' ___ __(__—__. i � ' � ! ' ( ° j ' ��� i k � f �Y . �. _ . ! C'.i� �; �£'� I 1 j `� �' ' � � ii � ' + � � i� � f CALCULATED POWER FACTUR: � ; ; ; � � . ' � , � ; � � 1_` i� � / , ' ; `, � t' �, � � ! l,i i; � € _____ _ _._--.___T_.___.____.,�__.�._____;--._----_ ._ -,-_.._____ - -__ _. -_ _ ��_ ___� _: _ _ _._ ° ---__ ___ _ . __. -_------_ ____�_.__------ - i i - � j � �' t � � t � --� � � —t---- , r--------t-- r— � ------,— +— -- - i !� F( ) ' r� � �t— � f � r � ! , < < o � a � � f I I 1 �l '� ,� / l\ r � \ j � �\ 't �\ �i j"! `\ i � I ( '! !I �� � i { 0 .99 I � ! � . �z..; k ._ _ _ � � . ' ` ' + ; � t� �y ,� l'i � i� /j \ , 1 /,/` ,� 11 r; � , � . � � � � ..n,�.,.,.a..�r ..��.....x..r_.,,, r.w. . .._.,.,<, ,.....,.,., .�_..._., ,.,...,.-.>...J. ..,,.__....n..,a,....,._.....�....i.,..,...�.,,.�..._... ,.e.. ,....e.��s,,,:�.,.,.e..:.�=�..t..,__e.,.o..,�,.e...nJ».,,�:..,.,-...,,.�.,..,,. ..x ...,., es .,.. ....�-, ,::.. .��; . . . .. . .,,..�,......,.7...s,�.....=...,s,...x.,..e.m.,�.,.., -_........,�,M.�,.,...,....a,..e,F,..�_.....�_....._.........�.,..,.._...��..>...,.e«�a.=.,=,_.,x....«.,.............._�.,.,....x.„. ,. ,...._....�.... � , Ii � t � 3 i : � ;1 t t � � i� 7l ; � : � �i ��'+ ii : f � ' i i � � ' i� i� � i : GONNECTED LOAD ! GflNNECTED AMPS � � DEMA�ID LOAD DEMAND AMPS ; � ; j �;`J� �r �,`J� ;! ;`�--j ; ; �,�--`'� �, �.�--��' ',�:__�' j 1--------._J �-- ; i ` ;, ; _______.._� .__.._.._______.__,.. .__._ . __. , -�- ,_.. _. �_._�.__ _ ._ . . . . .. . . . . , .. . __ , _y ._ _ .. _. . . �� __.._._.�._.____._ �_..__._ ...__-_ __� ._.._ .. , � ; , ---___-- - ---__.------------- ------ ------- ---_._- ---------�-----. - - � � � . __. � ._ __ _. ,_ ._ LlGHTiNG ' 26800� � ; 78 i � ; i 33500 �; s 98� � �, ' ! ���- ,°; i i � I ' I z� I � � ; , , , _.� __ �. _ � ._.__._ . _ _,_ _ _ ___. .__ _ _.___ ___�__ _ _ ______ . __ _ __ -l- � : i f � i �— _ �- ._�_. _ .__ �.__ _ ____ . _... � ,,.� i `� i � i � r�` % ' � I � 1 � _ � __ _ , _ _ -.,- .._ � � �_" � � � � � t�"" I { 3 � � I � ` � : : i � � f , ` � � � ``. l ' .f � t � '. t 4 " ; � { { . t . I � RECEPTAC�ES � 3726Qi ; , 103 ; � � 2363Q ; 65 ; '; ; : , , ,/ , y � � , �. , ��.. . , [ , � ' , . � �� ; r _.______._ _ _..._. _.. ..._ .. _ .., .._. . . . _ _ ,_.. _...._._. _ . � _._ . _ � __....._.____ _._ .._ _._._. ._..._� ._,___..__.- --__.__ __. , � I i � , ._, _�_ ._.. ._ .� __ _ _ . _ .. _ _. _. _ _. . _ . .__ . , _. . _. � _._. MECHAN�AL .� 520I} ' , ; ,� 7�. � ' _ ; 6500 ' _ _ _ _ �_. __ _21 � i I ' ; ; � � j , •� i � ; r''�``-. i� ' i -- _— i ( f �:� � � 7 �___� � � ____.____ __.�___ _ , ._._._ .w _ �. �_ ______ . __._._� �____4.__ ,� _.___ __�_;__ _ � ____ __ � � � ; � f I � I �, ___ �_ __. � ( 4 . � , , �_____ _____� __�_._ _.__._.� � _ _ ..�__._ ___.___ _ — � / ! I ! � — �I � i L , ------�-----� � � KtTCHEN � Q ' � � 0 ° -�- ; -j ; 0 ! 0 � i i , i I ; ; ,f ,t� _ `�, I� --- - � i °��, � � I � !-_.__ -�- ___.________ _____ __ � ? � � ' --- , _ _ ._ � . __.�� ,� _.______ s , �_ r _ � _ __.__� � � � i ! ia� �. _. _._ ._____a � ___ _ ,_____ �_� � _� ____ _-- - - ----�._ . _.. _ ... __.�---`_ _—__.__�_..__, _.______ -,-- ---�-----,�- - �, ; x � � _ __ !_ _. _l�_ 4 I � _-_ � -, ( I , , , , i, ; 198 � 63630 ; 184 : � � _ ._ ! _.. .__ __ .. _- - - ---- _ ____ _--- , ' j i �-_—�' i J�,- --�� � -- - --- -�-- TOTAL � 69260 " ' ` ' r_ __ ._ _ � .... .. __ __ _.. _ � -.__. 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