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HomeMy WebLinkAboutVail Lionshead Filing 1 Block 1 Lot 5 (2).pdf 11 / 08/2006 17: 47 3037908260 SSC MTN STATES PAGE 03 VON DUPRIN 88 Rim Device m . 88 rim devices for all types of single and double doors with mullion, UL listed for a accident hazard installations. Covers stock hollow metal doors with 86 or 161 "' cutouts. 299 FEATURES . Field reversible • Five popular finishes • Field sizeable • Hex key dogging . 1/4" (19mm) throw latch bolt DIMENSIONS Crossbar height to finished floor 363/ "- (935mm) at center Crossbar projection — neutral 4114" (121mm) depressed 4" (102mm) Crossbar length 42" (1067mm) field sizeable Lock stile case 8V,^ x 2514" x '^/I ' (210mmx 70mmx 24mm) Hinge stile case 6"x1 °I"^ x 114" (152mmx44mmx24mm) Crossbar tubing 1 " (25mm) STRIKE AND FASTENERS OUTSIDE TRIM Device is furnished standard with 299 strike in dull black finish. All necessary mounting fasteners are included. Optional strikes and finishes must be specified. For strike applications, dimensions, and minimum door stile 880NL-RV information, refer to pages 14-15. 880TP-Rv 88ODT 880K-RV DEVICE OPTIONS 373L E88 Electric rim device, page 16. opeenal 608NL-RV 'Not applicable with all strike and mullion combinations, consult factory, 608TP-RV 608DT 606K-RV 880E0 For complefe outside trim information, see pages 11-13. How-To-Order information on all devices. see page 22. 11 / 06/ 2006 17 : 47 3037908260 SSC MTN STATES PAGE 04 VON DUPRINA 88 Trim Selection 01 02 03 05 06 08 08 11/12 Function Pull When Key Retracts Key Retracts Key Locks Key Looks Key Locks Key Locks Exit Only Dogged Latchbolt Thumbpieco Lever Knob Lever Thuntbiu n 88ODT 88ONL 88OTP 371-. BOOK 373-L 377T or 376Ts ® 8800T.V 1T T To -L 1 1 l\,\� 11K 11V Trim Number M,w 19 Vow 9V' rlllmml n9 l101mel fllmwlo and Dimensions °°"' """" "°'""/ �- um'mo H L L 1 \ h}M � t w• \ IYiJ H rm5.0 H a•m.n H �mhm) H rn9nl Devicid"Ift Center Line _ ' To Finivhed Floor t i ] t T T i T i T T ! i T I1I Projection — — 2" (S1mm) 2" (57mm) 2" (57)"m) 216" (67mm) 2114" (7Omm) 21le (67mm) 1"'A,0 (46mm) Panic $BED 88DT BONL 86TP — BBK 981 — Rim Fire 88E0•F — BONL-FA 88TP-FA — BBK-FA 881:Fe ° e J9•\/h{ (2. mA19'3W mm30•41P PAt1mml — A3911he (WIMM A 19ar.- (lo}Tmi) Cit. Line — 2 33'4y (Agmel 6ll14n' @73mrrr I16�1hw 015mm) a R^m• @]Smm} Panic WHO 88750T 8875NL 8875TP — 8875K 8875L — Mortise Lock Fire 8875E0•F — 8875NL-F B875TP-F — 8875K-F 8875L-F — Cur. Line A 391YV flit IAYAI A ; `Wtef 1aI 1n1Af) A O9111'{ flolimm) A39'!lu' }Mttmml — A39W\w }T9TTmml A39'4if (101mm) — A 3314• (851") B bV{ (AStmm) 633,12. @.9Imm) k 3A41r.• @}9'mn} 6 3A'6w (47"M 5urraee ii 8827EO 8827DT 8827TP — 8827K 8827L BUT% Mounted Fire 8827E0•F — — 8827TP-F — 8827K•F 8827L-F 8827TL-F Vertical Rod Ctr. Line A 33111 (1011m AJWVn• 1roll") — A]T3he Ml)mm} — A39Mf701Imm) A 311111 tj4irmm} AJ91*m' r%e1119IIj A 31'IY @Sflnry 9 334x' fA51AAml 9 3nMV' @Amml a 3MAw t!r5mm/ 13O^hw I!r)mml Concealed Fire 8847E04 — — — 8847L-F — — 8847TL.F Vertical Rod Cit. Line A391Ifir (IOnmM 1)n — — — A19' • 1}9nmm1 — — A391'IC' IMTImm) 141".3 1059mm/ t "v]'n• 17359mm) Additional SNB 418116 4,12 4 4,17• 4 4.17 4,12 4 requirements Deviw Toe — Rim Rim — Rim Mortise — Cylinder Rim — Type Mortise — — Mortise Morose _ Mortise Mortise — Required Vert. Rod — — — Rim Rim Mortise - Mortise C.vlL — — — Mortise — — Mortise Requires Stainless Steel Trim for Wood or Composite Fire Doors. e Requires 889 Plate for Wood or Composite Fire Doors. Note: 8827 uses 377T, 8847-F uses 376T 11 / 08/ 2006 17 : 47 3037908260 SSC MTN STATES PAGE 05 VON DUPRIN` 88 Additional Information NOMENCLATURE E 58 75 TP F "BE E — Electric Lockingl T PL — Pullman Latch J 88 — Series 88 } None — Rim Device 27 — Surface Mounted Vertical Rod Device 47 — Concealed Vertical Rod Device 75 — Mortise Lock Device DT — Dummy Trim EO — Exit Only K — Knob L — Lever NL — Night Latch TL — Turn Lever TP — Thumbpiece F — Fire Exit Device BE — Blank Escutcheon DIMENSIONS 211/+s" 251s" (68mm) (67mm) 13/4 21111s" (44mm) (66mm) 81/4" (233mm) 6' (15t. 2° 461/2" 211hs" (6� 8 (5 1m m) (i181mm) 13/4 2"h6@' (44mm) (68mm) T_ (233Imm) 6 + (152mm) o + (1181mm) tbbl] MIN STATES PAGE 02 Warranty Warranty: The Company warrants that the product Customer Service: 800.999-0408 a Fax 800-999.0328 manufactured by it and delivered hereunder will be free of defects in material and workmanship for a period as RMA requests (Return Material Authorization) are to follows: (1) exit devices and trim for 38 months from the be directed to Von Duprin, 2720 Tobey Drive, Indianapolis, IN date of placing the product in operation or for 42 months 48219. Attn: Customer Service. from the date of shipment; and (2) , and electrified exit devices and other electrified products for 12 months from the date of placing the product in operation or 1B months from the data of shipment, whichever shall first occur. The Purchaser shall be obligated to promptly report any failure to conform to this limited warranty, in writing, to the Company within said limited warranty period, whereupon the Company shall, at its option, correct such nonconformity, by suitable repair to such product or, furnish a replacement part F.Q.B. point of shipment; provided the Purchaser has stored, installed, maintained and operated such product in accordance with good industry practices and has complied with specific recommendations of the Company. Accessories or product furnished by the Company, but manufactured by others, shall carry whatever warranty the manufacturers have conveyed to the Company and which can be passed on to the Purchaser. The Company shall not be liable for any repairs, replacements, or adjustments to the product or any costs of labor performed by the Purchaser or others without the Company's prior written approval. The effects of corrosion; erosion and normal wear and tear are specifically excluded from this limited warranty. Performance warranties are limited to those specifically stated within the Company's proposal. Unless responsibility for meeting such performance warranties are limited to specified shop or field tests, the Companys obligation shall be to Correct in the manner and for the period of time provided above. The Company makes no other warranty or representation of any kind whatsoever, expressed or Implied, except that of title, and a0 implied warranties of merchantability and fitness for a particular purpose, are hereby disclaimed. No agent, representative, dealer, or employee of Company has the authority to increase or alter the obligations of this limited warranty. Correction by the Company of nonconformit es whether patent or latent, In the manner and for the period of time provided above, shall constitute fulfillment of all liabilities of the Company for such nonconformltles, whether based on contract, warranty, negligence, indemnity, strict liability or otherwise with respect to or arising out of such Equipment. The Purchaser shall not operate product which Is considered to be defective, without first notifying the Company in writing of its intention to do so. Any such use of product will be at the Purchaser's sole risk and liability and will not be covered by this limited warranty- customer Service: M999-OM • Fax 806999-BM Finces subject to charge mtbout notice (CAIDhrgersolrRand Price Book 2006A, Rev. 6/06 • Effective July 5, 2006 VON DUPRIN. ss MONTAGE PROPERTIES managing fine properties in the Vail Valley Vail Lionshead Centre Snow and Ice Removal ProLram 1 . All exterior access areas, including but not limited to; exterior stairways, landings, and doorways will be checked daily for snow and ice, and will be shoveled and salted as needed prior to the opening of commercial businesses. 2. All exterior access areas including but not limited to; exterior stairways, landings, and doorways will be checked throughout a period of continuous snowfall and will be shoveled and salted repeatedly as needed. 3. Snow will be removed from the roof as needed throughout the winter season. 4. Snow will be removed and trucked to an off site storage area as needed. 5. Snow removal will be performed each and every day throughout the year as required. 6. Sufficient supplies of snowmelt will be kept on hand as estimated from the purchases made from the previous season. Additional supplies will be ordered as needed. 7. This work will be performed by; Montage Properties Personnel or 3rd party contractors as deemed necessary dependent upon the work required. po box 19135, Avon, Colorado 81620 phone 970. 524. 2050 fax 970. 521. 2080 24 hour 1. 866. 813.5528 montageproperties@yahoo. com ;� .. ; . .!+1 .- ' • � � j .. �. 1 �r 4 - . . - �� - _ i' _ - - __�. I_ 'n .�.. _.� a • ON LIONSHEAD CENTRE STAIR REPLACEMENT 520 WEST LIONSHEAD CENTRE VAIL, COLORADO 81657 ARCHITECTURE LANNING INTERIORS MATERIAL SYMBOLS ABBREVIATIONS GENERAL NOTES DRAWING INDEX OWNER / DEVELOPER : SINCE 1977 ABV ABOVE LB POUND 01. DO NOT SCALE DRAWING5. TH TITLE SHEET LEAH PETERSON, MONTAGE PROPERTIES EARTH SHEATHING AFF ABOVE FIN15HED FLOOR LT LIGHT TI2 AGCE551BILITY REQUIREMENTS PROPERTY MANAGER (PLYWOOD/OSB) AFG ABOVE FINISHED GRADE LTL LINTEL 02. VERIFY ALL DIMEN51ON5, CONDITIONS AND UTILITY LOCATIONS ON THE JOB 517E AU EXITING PLAN ARCHITECT S AP ACCESS PANEL LVR LOUVER PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF LIONSHEAD CENTRE CONDOMINIUM ASSOCIATION AI2 EXISTING FIRST FLOOR AND DEMOLITION, NEW FLOOR AND ELEVATION PLANS 0 0 4 8 E BEAVER CREEK BLOC GRAVEL / DRAINAGE ® Y�1'JCJD-FINISH ACT AGOVSTIGAL CEILING TILE MH MANHOLE ANY CONFLICTS OR DISGREPANGIE DOCUMENTS IMMEDIATELY. 520 S IN THE DOC WEST LONSHEAD CENTRE ADJ ADJACENT MFR MANUFACTURER VAIL, COLORADO 81657 MO MASONRY OPENING ALT ALTERNATE 03. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH 51 .1 5TRUGTl11;ZAL FLOOR PLAN AND ELEVATION CONCRETE WOOD-ROUGH AL ALUMINIUM MAX MATERIAL WRITTEN APPROVAL FROM THE ARCHITECT BEFORE CONSTRUCTION CONTINUES IN THOSE g10-331 -gg03 MAX MAXl SUITE 207 APPROX APPROXIMATELY MEGH MECHANICAL STUCCO / ALL or A AMERICAN DISABILITY ACT MG MEDICINE CABINET GYPSUM WALL BOARD WOOD-BLOCKING A/C AIR CONDITIONING N1MS MEMBRANE 04. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE ARCH I TEGT : BOX 5 3 O C ARCH ARCHITECTURAL MTL METAL GENERAL CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF THIS PROJECT, ROOF SHINGLES B5MT BA5EMENT M METER HE/SHE SHALL IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE TO GIVE AMPLE NOTICE VICTOR MARK DONALDSON ARCHITECTS AVON C 0 816 2 C (SHAKE / ASPHALT) ® BATT INSULATION ® ® BR6 BEARING MH MICROWAVE SHALL RELIEVE THE ARCHITECT OF RESPONSIBILITY FOR DELAYS TO THE PROJECT. L ROCKY PADEN, PROJECT MANAGER BFG BELOW FINISHED GRADE MM MILLIMETER ROOF TILES BEAM BEAM MPH MILES PER HOUR 05. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL 0048 EAST BEAVER GREEK BLVD, SUITE 207 9 7 0 , 9 4 9 . 5 2 O C RIGID INSULATION (CERAMIC / SLATE) ® ® BVL BEVELED MIN MINIMUM APPLICABLE CODE5 AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. CODE P.O. BOX 5300, AVON, COLORADO 81620 BIT BITUMINOUS MIR MIRROR COMPLIANCE 15 MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT PHONE : g10.94'*13200 / FAX: g40.C14ci .5205 STONE VENEER ELK BLOCK MISC M15GELLANEOU5 WORK THAT DOES NOT CONFORM TO RELEVANT CODES GOVERNING THI5 PROXCT. ® ® MASONRY (DRY STACK) BLK6 BLOCKING MR MILLIONS RESISTANT E-MAIL : roc4p®vmdo.com Ir MILL MULLION BD BOARD Ob. THE GENERAL CONTRACTOR AND SUBC.ONTRAGTORS SHALL FIELD COORDINATE NAT NATURAL AN FAX 9 4 9 , 5 2 0 1V ® STEEL / METAL STONE VENEER BO BOTTOM OF NR N015E REDUCTION AND OBTAIN APPROVAL FROM THE ARCHITECT/ ENGINEER BEFORE Y GUTTING, (GROUTED) f30T BOTTOM NOM NOMINAL NOTCHING OR DRILLING OF ANY CA5T-IN-PLACE CONCRETE, STEEL FRAMING, OR ANY BLDG BUILDING N NORTH OTHER STRUCTURAL ELEMENTS HHIGH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE STRUCTURAL ENC� INEER : CPT CARPET NIG NOT IN CONTRACT BUILDING. METAL DECKING HEAVY TIMBER C5MT CASEMENT NT5 NOT TO SCALE GIP CAST IN PLACE O.G. ON CENTER OT. SUBSTITUTIONS OF •EQUAL• OR 'EQUIVALENT• PRODUCTS WILL BE ACCEPTABLE MONROE 8 NEWELL ENGINEERS, ING. VICT qo -/ METAL 5TL 25 GL6 CEILING OP6 OPENIN6 ONLY WITH OWNERS AND ARGHI'TEGTS WRITTEN APPROVAL. THE GENERAL PETER MONROE, P.E. ® or ® ENGINEERED HOOD GTR CENTER OPP OFP051TE CONTRACTOR SHALL SUPPLY SUBMITTALS DETAILING THE PRODUCTS SPECIFICATIONS, 10 BENCHMARK ROAD, SUITE 204 M CT CERAMIC TILE OPH OPPOSITE HAND FEATURES, ETC... 058 ORIENTED STRAND BOARD P.O. BOX 1581, AVON, COLORADO 51620 GLAZING / MIRROR CLR CLEARANCE OD OUTSIDE DIAMETER !O COL COL" 00 OVERHEAD 08. IT 15 THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE CONTRACTOR AND PHONE : glO.g4g .7765 / FAX: g70.g4g .4054 C0NC CONCRETE OA OVERALL EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SUPPLIES, E-MAIL : ovon®monroe-noNoll .GOm III / CMU WNICR PAIR TE MA50NRY UNIT (P) PAINT EGUT INDUSTRY.NT, ETC., TO OBTAIN A OMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF PS A%��a DRAW INVF SYMBOLc.� CONS ' CONSTRUCTION PKNG PARKING CONT CONTINUOUS PVHT PAVEMENT 09. THE GENERAL CONTRACTOR AND ALL TRADES SHALL REFER TO ALL GJT CONTROL JOINT PEP PEDESTAL ARCHITECTURAL, STRUCTURAL, DRAWINGS ATTACHED TO THESE PLANS IN ORDER TO CPR COPPER PLAM PLASTIC LAMINATE FULLY DETERMINE THE SPECIFICATIONS FOR ALL MATERIALS USED ON THI5 PROJECT. IF X GUST CU5TOM PL PLATE THERE ARE ANY CONFLICTS OR OM155ION IN THE PLANS OR 5PEGIFICATIONS IT 15 THE 5EGTION GUT 5YM60L DEPT DEPARTMENT PLUM PLUMBING RESPONSIBILITY OF THE GENERAL CONTRACTOR TO GONTAGT THE ARCHITECT AND/OR D DEPTH PH PLYWOOD THE OWNER TO RESOLVE THE 155UE. DTL DETAIL PT PRESSURE TREATED DIM DIMEN51ON P5F POUNDS PER 5MARE FOOT 10. THE CONTRACTOR SHALL FURNISH TO THE OWNER, ALL WRITTEN d GRAPHIC p5I POUNDS PER 5MARE INCH DW DISH WASHER MATERIALS WHICH MAY COME WITH ANY/ALL, HARDWARE AND SYSTEMS INCLUDING PG PRE-CA57 ELEVATION REFERENCE DR DOOR WARRANTIES, INSTRUCTION MANUALS, AND THE INSTALLERS ! MANUFACTURERS ON NAME Imo' -m" PROP PROPERTY DWG DRAWING OT QUARRY TILE AND ADDRESS. ALL EQUIPMENT, INSTALLED SHALL HAVE A MINIMUM OF A ONE (U YEAR OF DRINKING FOUNTAIN RCPT RECEPTACLE WARRANTY THE CONTRACTOR FURTHER WARRANTS AGAINST FAILURE OF ALL VARIOUS E EAST RE; REFER TO SYSTEMS INSTALLED, CONSTRUCTED OR CAUSED TO BE INSTALLED FOR THE PERIOD OF 2 ELEG ELECTRICAL REF REFERENCE ONE (1) YEAR AFTER DATE OF FULL OWNER AGCEPTANGE. SEE ATTACHED PROJECT ELEV ELEVATIONS REFR REFRIGERATOR MANUAL AND CONSTRUCTION SPECIFICATIONS, IF APPLICABLE, FOR MORE DETAILS. X EL ELEVATOR REINF REINFORCING 3 XKX I ELEVATION 5YMBOL5 EMER EMERGENCY REOO REQUIRED EQ EQUAL RES RESILIENT EQUIV EQUIVALENT RRH REVISION 4 EXH EXHAUST R&HTHAND LU Z l7 EX6 EXISTING R RISER w EXP EXPAN51ON R45 ROD AND SHELF V � n EXT EXTERIOR RD ROOF DRAIN REV15ION SYMBOL FOG FACE OF CONCRETE RM ROOMS < 0 ` A FOF FACE OF FINISH RO ROUGH OPENING ¢ O FOM FADE OF MASONRY R/5 ROUGH 5AWN F05 FACE OF 5TUD5 55 SANITARY SEWER = Q FIN FL FIN15H FLOOR ELEVATION (5) SEALANT W w of FE FIRE EXTINGUISHER 5HT SHEET FDG FIRE DEPARTMENT CONNECTION 9HT6 SHEATHING M Z X FHG FIRE H05E CONNECTION 5M SHEET METAL Y - - - � FEG FIRE EXTINGUISHER CABINET 51M 51MILAR 0 DETAIL OR PLAN ENLARGEMENT FPL FIREPLACE 5F SOLID GORE MEMBRANE J FP FIREPROOFING S SOUTH (n J FLG FLASHING FLR FLOOR SPEC 5PECIFICATION5 LIJ FD FLOOR DRAIN 50. FT. SQUARE FEET 55% 5TAINLC55 STEEL FTG FOOTING 5TD STANDARD O WINDOW REFERENCE FNO FOUNDATION 5T SELF-TAFPIN6 FBO FURNISHED BY OTHERS 5TL STEEL N FUR FURRING 50 STORM DRAIN / SMOKE I ' GA GAGE, 6AU6E DETECTOR C O D E R E V U E I.1I GALV GALVANIZED STIR 5TRINGCR 3° x l ° WINDOW / DOOR 51ZE (FT. au GD GARBAGE DISPOSAL 5TRUG STRUCTURAL IN' 10 GG GENERAL C ONTRACTOR 5H SWITCH CLAM GLULAM LAMINATED BEAM 5YM SYMMETRICAL ZONING DE516NATION: A-2 I DOOR REFERENCE GB GRAB BAR ING TV TEL TELEPHONNE OGGIPANGY GROUP: A-2. B, R-2, M CONSTRUCTION TYPE:GNP GROUND THK THICKNESS ChB GYPSUM WALL BOARD TMR T1'IRESHOLD : ' � ' I a4PPROVED oGGUPANT LOAD: SEE OCCUPANT LOAD GALGULATION oN SHEET AI.I 6y% HANGER TED TO BE DETERMINED Community Development Department M4 ?OC HALL TYPE REFERENCE T46 TONGUE AND GROOVE }iL��Ltt / Building Safety and Inspection Services HOW HARDWARE 705 TOP OF SLAB TORT C NO. OF FLOORS: (4) WHICH INCLUDES A BASEMENT PARKING GARAGE FOR HEADER TSL TOP OF STEEL SS. HT6 HEATING TOW TOP OF HALL Sectr5 . _ ALARM FIRE ALARM ONLY HVAG HEATIN5/VENTILATIN6/ AIR TB TOWEL BAR C tYerpermi al Building issuance or ranting of al Residential CONDITIONING TR TRANSOM Cods V.::idity ct permit The issuance or granting of a pent'". she!I ©COPYRIGHT HT HEIGHT 7 not be constn !cd to be a permit for, or an approval of, any violation of AREA CALCULATIONS; SEE OCUPANT LOAD CALCULATIONS ON SHEET AI2 Victor Mark TREAD 12 HG HOLLOW GORE T5 TUBE STEEL any di do provisions of thus code or of any other ordinance ct the Donaldson _ 1 Jurisdiction. Permits presuming to glue authority to violate or c:Wool the Architects N b I or 6: 12 ROOF PITCH SYMBOL HM HOLLOW METAL TYP TYPICAL provisions of this code or other ordinances of the Jurisdiction droll not be All Rights HORIZ HORIZONTAL US UNDER6ROUND valid. The issuance of a permit based on construction docurrr:s and GOVERNING CODES: 2003 IBC, TOWN OF VAIL MINIGIPAL CODE ReSe(YCd NGL INCLUDED UL UNDERWRITER5 other data shall not prevent the building official from requiring the E ID INSIDE DIAMETER LABRATORIE5 Correction of errors in the construction documents and other data. The , BC INSTALLED BY CONTRACTOR UNO UNLESS NOTED OTHERWI5E building official is also authorized to prevent occupancy or use of a Vg VAPOR BARRIER structuro vrhere in violation this code or of any other ordinances of n " IBO INSTALLED BY OWNER VIF VERIFY IN FIELD this jurisdiction. ' NS INSULATED VERSALAM J�?pf _ ( N RC�'Mr 5 •� TYP. I/4 WELD SYMB VL OL NT INTERIOR VERT VERTICAL PLANS EXAMINER; DATE e g JT JOINT VCT VINYL COMPOSITION TILE N J5T J015T V VOLT5 JG JANITOR'S CL05ET H/D WASHER / DRYER 11 /13/2006 m KIT KITCHEN WC WATER CLOSET PROD EGT DE R I PT I ON :WATER DRAINAGE FLOW E51NTION AM LAMINATE HEATER V o WELDED HIREA13RIC REMOVAL OF EXISTING NON CONFORMING METAL EXTERIOR STAIR5 AND REPLACE WITH , / 0637 Z LVL LAMINATED VENEER LUMBER MF LAV LAVATORY W WIDTH / WATTS / WEST CODE COMPLIANT STAIRS LH LEFT HAND WF HIDE FLANGE O ELEVATION KEYNOTE L LENGTH / STEEL ANGLE WOW WINDOW yU WITH NO WITHOUT TITLE SHEET m ty7 WOOD AP WATERPROOF / 2 WEATHERPROOF 6 0 � 71 . 1 V ON HANDRAIL PLAN 5PAGE ALLOWANCES CLEAR WIDTH OF AN AGGESSIBLE ROUTE LAVATORY CLEARANCES 12' + EPTH 1 ' MIN 3 60' MIN 12' 36' MIN 12" �4' MA)� 48' MIN 24' MAX MIRROR / DOOR AS PER SCHEDULE LO INSULATE PIPES OR / FINISH FLOOR A5 PER 56HEDLLE PROTECT A6AIN5T z r z z z _z z CONTACT PROVIDE THRESFIOLD PER f UP r F x ADA REQUIREMENTS in "' '" m m X x INTERIOR EXTERIOR z Q o UL. APPROVED DOOR BOTTOM AT ARCHITECTURE ' Ln ry u z � FIRE RATED DOOR5 ONLY, PLANNING 'z w Q f 5TANDARD DOOR BOTTOM AT ALL HITECTURE PLANNING TOE CLEARANCE KNEE CLEARANCE w - � - 60' MIN z OTHER5, UNO PER DOOR 5GHEDULE ot , 60' MIN f g SLOPE GRADE AWAY FROM BUILDING AT (2) WHEELCHAIRS 8" IN z z z FINISH FLOOR 6 ry �i I : 50 MIN / I : 20 MAX ARCHITECTS >; Q CONTIN10U5 " z REFER TO DOOR SCHEDULE FOR DOOR TYPE, FIRE RATING, FRAME TYPE AND FIN15H. O O 4 V E BEAVER CREEK BLOC CENTER ?� 8" MIN b" MAX HANDRAIL I " M z N KNEE TOE HANDRAIL5EGTION z SUITE 201 F ° M1 110 MIN U SCALE : NTS BOX 530 ( 12' * TREAD DEPTH m z 11 ' MIN �� FORWARD Q CLEAR FLOOR SPACE AT LAVATORIES AVON , C 0 816 2 n w bT1AX b0' MIN CLEAR FLOOR OR GROUND SPADE 48" MIN % w CHARACTER PROPORTION5 PIGTOGRAMS q• M 5TROKE 6' MM. w WIDTH. IN MAX. 10 m ACCE551BLE ROUTE5 FOR TURNS O f LIGH�RDAA5E v m d a@ v m d a. co n II' MIN 112' MAX Q z CLEAR O s CHARACTERS AND 48 MIN f SYMBOLS RAISED FAX 94945201 1 PARALLEL FLOOR I/32" MIN L 5PAGE Q 30' MIN b• "' 5" BAGKGROUND Lu 5TAIR DETAIL A IY COLOR OPP051TE 30' tMX� )' �L' PARALLEL FORWARD R' MIN OF GHARAGER5 Cof o CHARACTER HEIGHT �D SYM80L5 5YMBOL OF AGGE55IBILITY I Height cove MIN Chmacter �F O A6CE551BLE ROUE5 SHALL CON515T OF ONE OR MORE OF THE FOLLOWING GOMPONENTS: FAUGET5 511ALL BE OPERABLE WITH ONE HAND AND 5HALL NOT REQUIRE TIGHT GRASPING, floor/ground Height RK _ MEMEL ARC MAX TYPICAL WALKING 5URFAGE5 WITH A 5LOPE NOT 5EEPER THAN 1 :20, DOORKAY5, RAMPS, CURB, PINGHING, OR TWI5TING OF THE WRIST. THE FORGE REQUIRED TO ACTIVATE FAUGET5 5HALL 0 RAMP5, ELEVATORS, AND WHEELGHAIR (PLATFORM) LIFTS. BE 5 LB. MAX. SELF-GLO5ING FAUGET5 SHALL REMAIN OPEN FOR 10 5ECON05 MIN. 48' to b0' 1'ALL COMPONENT5 OF AN AGGE5515LE ROUE SHALL COMPLY WITH THE APPLICATION 60' to 80' 2' 8 C 9 PORTION5 OF THI5 5TANDARD. FOR ALL 015PEN5ER5 AND REGEPTAGLE5, MOUNT ANY AGGE55 POINTS AND CONTROL5 More than 80" 3" SLOPE: WITHIN THE APPLICABLE REACH RANGES. IF THE REACH 15 OVER AN OBSTRUGTION, MOUNT � ARCS THE HANDRAIL EXENSION5 SHALL RETURN TO A WALL, 61JARD, OR THE WALKING SURFACE, OR 42' MIN 42' MIN THE RUNNING SLOPE OF WALKING SURFACE5 SHALL NOT BE STEEPER THAN 1 : 20. ALL AGGE% POINTS AGGORDING TO APPROPRIATE REACH RANGE REQUIREMENT5. For Building Directories 518' J CONTINUE TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. THE GRO55 5LOPE OF A WALKING 5URFAGE SHALL NOT BE 5EEPER THAN 1 :48 a m ■ --- OPEN RI5ER5 ARE NOT PERMITTED. IF LE% THAN 48' On tactile 5" 5/8' to 2' MEMOS /y+ I �7/ rte+ //�\ yI,\ I (/� /��j � 1 5T >� I RS HANDRAIL5 ,4CCE551 B I L I fib' CI� AR�fNC S "I ACCE155-151 I L I T I l,/ L AR/) � 1 `l ` ! ! / L 4V OR I 5 5 IN<5 aailtance From I/2" MIN S TD�L AYNE FOR CONTROLLED Y Y _ Y choracters) HEARING L055 TELEPHONE � I SCALE : NTS SCALE : 1 / 4 cI 0 0 SCALE : 1 / 2 - 1 0 IF THE AGGE% 15 54'-60' HIVEs OB EGTS PROTRUDING FROM A WALL UNOB57T2UGTED FORWARD REACH PROVIDE 42' MIN BEYOND 0 SCALE : N T $ THE LATCH SIDE • MI 7 1: 90 31 1 32' MIN 4' MAX- 0 u LOBBY 36'MIN DEPTH NOT LIMITED GRAB BARS HANDRAILS AND GUARD RAILS HANDRAILS W 32" MIN z x _ LJJ Z Z Q 34' MIN F I I/4" TO I I/4' TO W (0 12' MIN. 34' MIN z d) ., $ `r 1 1/2' 1 1/2' I I/2' 112' Od (..5 T 'Lo 0 ry a SLIDING DOOR HINSF� DOOR FOLDING DOOR Z 1 w I Q O 54' MIN L I I I + + = Q 48. MIN TYPE OF U5E MINIMUM CLEARANGE5 OB5TRUGTED FORWARD REACH 10 to FROM FRONT PULL 18' 'A '� � Lu U) � 12' MAX LE55 THAN 20' 20'-25' , � Z O FROM FRONT PUSH 48' 12' FREE-STANDING OB.EGTS ;n �B. � � �� FROM HINGE PULL 60' 36' m rOy �(b CEM) Q O SLIDING DOOR 54' 42" 1/4 24' MIN v FROM HINGE F115H '42' S4' �3 42 FROM LATGH PULL 48" 24" a imm s FROM LATCH PUSH ' 24" PERIMETER DIMENSION v w 24' MIN 6 I/4' MAX \ `r v rt`K rc`� s GRAB BAR5 AND HANDRAILS 514ALL NOT ROTATE WITHIN6 THEIR FITTINGS. N v 48' MIN n T L0 014 4- 5HEAR AND HILL HAVE A NOT TO BE EEXCEEDEEDDW THHA HITH ORLHORIZONTAL FORGE OF UNOBSTRUCTED SIDE REACH 250 LB FEET APPLIED AT ANY POINT ON THE GRAB BAR, ANY CONNECTED DEVICE, OR ON LEVER FUSH-HA.L F GREATER THAN 12' THE 5UPPORTI% 5TRUCTURE ITSELF. L MAX II ALLOWABLE RAMP DIMEN510N5 FOR GON5TR11GT10N GRAF) 5AR5 4 HANDRAIL5 O IN EXI5TING 51TE5, BUILDINCf, AND FAGILTIES LOPE MAXIMUM RI5E OVERHEAD HAZARDS SCALE : S STEEPER THAN LIO BUT NOT 5EEPER THAN 1:8 3 INGHE5 5LI01% AND FOLDING DOOR5 REQUIRE THE SAME MANEUVERING 5PAGE A5 APPROAGHE5 TO T 0 6 INGHE5 THE R/5H SIDE ON SWINGING DOOR5. • A SLOPE STEEPER THAN 1 :8 WILL NOT BE PERMITTED HANDLES, PULLS, LATCHES, LOCK5, AND OTHER OPERABLE PARTS ON AGGE%113LE DOORS SHALL HAVE A SHAPE THAT 15 EA5Y TO 6RA5P WITH ONE HAND AND DOES NOT REQUIRE v SIDE VIEW FRONT VIEW PLAN VIEW ©COPYRIGHT TIGHT GRASPING, TIGHT PINGHIN6, OR TWISTING OF THE WR15T TO OPERATE. WHEN SLIDING Q Victor Mark DOORS ARE IN THE FULLY OPEN P051TION, OPERATING HARDWARE SHALL BE EXP05EP AND Donaldson USABLE FROM BOTH SIDES. All Rights IbL Architects OB5TRUGED 51DE REACH Reserved DOOR CLOSERS SHALL BE AD.U5TED 50 THAT FROM AN OPEN P051TION OF qOd 10 6 , THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN P051TION OF 12d WILL BE 5 5ECON05 CLEARS DOORWAYS. WHERE DOORWAYS ARE AD l 404. TO H RAMP LANDING, MANJVERING 24' MAX 0' MAX CLEARANCES REQUIRED BY SEGTONS 40424 AND 40423 SHALL BE PERMITTED TO ' ' a 1 MIN. OVERLAP THE LANDING AREA. c, FIRE DOOR5 5HALL HAVE THE MINIMUM OPENING FORGE ALLOWABLE BY APPLIGA13LE WIDTH OF AN ACGE551BLE ROUE CLEAR 5PACE CODES. THE REQUIRED FORGE FOR FIJSHING OR FELLING OPEN DOORS OTHER THAN FIRE 405.8 HANDRAILS. RAMP5 WITH A R15E GREATER THAN b" SHALL HAVE HANDRAIL5 r DOORS 5HALL BE 5.0 LB MAX. THI5 FORGE DOE5 NOT APPLY TO THE FORGE REQUIRED TO COMPLYING WITH SEC. 505. HANDRAILS SHALL NOT REDUCE THE REQUIRED CLEARANCES OF Q A RAMP OR LANDING. RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED z 2 POSITION. , _ x 1 1111312006 ry � POWER-ASSISTED DOORS SHALL COMPLY WITH AN51/13HMA AI56.1q. THE TIME REQUIRED FOR 1 � � � .� SUCH DOORS TO OPEN TO THE BACK CHECK POSITION SHALL BE 3 SECONDS MIN. THE — — 1 a 1 0637 FORGE REQUIRED TO 5TOP DOOR MOVEMENT SHALL BE 15 LB MAX. THE BOTTOM 12' OF ALL 5WINGING DOOR5 THAT ARE NOT AJTOMATIG OR POWER-A5515TED r SHALL HAVE A SMOOTH, UNINTERRUPTED 5URFAGE. 30' MIN ACCESSIBILITY ri � 0 ® R5 p00R5 /� }{I�� T Il ' yI }���/J I REQUIREMENTS Y - i - 11 1 I�O. 1RV11+ - N� O � V � V � � � � �� � V1� , ��N� � V Ifs NRIN �1� 1� 1. - 011 � � SCALE : 1 / 4' ; 1' - 0' SCALE : I / 4 - I 0 t1 /V/ EXI5TIN5 STAIRS " 11 • ' • ' FjE l• --L --- --_--_,� 1 • • 1 ON Y `J � I of n L . — . - . _ . _ . - . - . - . - . - . _ . _ . - . . . . . . . . . . _ . - . - . 7 i I i / i 11Y OIIi PJ 991AT / L 1 I I j SHADED AREAS HAVE DIRECT EXITS j INTO OUT5IDE COURTYARD AREA I l I AND DO NOT REQUIRE AN EXITING PLAN 41 / t� LL L 1 1 I I I -i ARCHITECTURE k' L I 1 HITECTURE PLANNING o ' o �I Ii I Lj INTERIORS i _ _ I _J it \Q\ ARCHITECTS IT�411 RESIDENTIAL , 0 0 4 8 E BEAVER CREEK BIV. r I ( LOAD FACTORI5 10 ANTS RESIDENTIAL. OGGUPa Nr S U I T E 2 0 III OCCUPANTS D FACTOR 15 j EEC IT •I I I TRAVEL DIST Ibl ' KITCHEN OGGUP L BOX 530 " E \ LOAD FACTOR I5 ARC j \€A5TIN& STAIRS ° ° o 6 O�ANTS ! AVON , CO 81621 A55EMBLY ARE OCCUPANT ^ TRAVEL DIST 121' LOAD FACTOR 1 / 255 OGCUPANT5 I 9 7 0 , 9 4 915 2 0 lie ! n _ � ; II vmda @vmda . corri Ile! II FAX 949152016 ASSEMBLY AREA OCCUPANT r� LOAD FACTOR 15 u ! / 118 OCCUPANTS NEW STAIRS TO REPLACE = T- ��� .■■■■ / EXISTING NON CONFORMING EXISTNG STAIRS �� DI AM R. 5E SSEE AI2 FOR VICT — - — -- . WIDE I EXI� j M I 1 j 54" 1 - Dor " EXISTING STAIRS ►�OE_ _ - - _ _ - - ! Exlr ><z - ! i FIRST FLOOR EXITING FLAN i — / U 5GALE : I ' = 20'-0 " , I j L . _ . _ .— . .__._ . — . . . . .. . . . . . .. — ._ . — . _ . — . — .— . — . — . — . —. — .�.�.— . _:._.:�._—_.�.�_�..—�:� • ' J L . _ . — . — . — . — . _ . — . _ . _ . _ . — . — . . - . J PER IBC 2003 CODE SECTION 1005.1 MINI" REQUIRED EGRESS WIDTH. Al OF 104ORK �i•��•-••- OCCUPANCY LOAD GALGULATION5 KILTIPLE MEANS OF EGRE55 5HALL BE 51ZEO SUCH THAT THE L055 OF ANY ONE MEANS OF EGRESS SHALL NOT REDUCE THE AVAILABLE CAPACITY EX 1ST I NC GON1� I T I ONS / M PS I NC RESTAURANT (INSIDE) TABLES AND CHAIRS 1/15 255 RE QUIRE THAN 50 PERCENT 12 THE REQUIRED CAPACITY RESTAURANT (OUTSIDE) TABLES AND CHAIRS I/IS 118 REQUIRED EXIT WIDTH = !38'/2 = 69` O I KITCHEN I/200 6 EXISTING EXIT #I WIDTH = 72" SCALE: I ' =20'I OFFICE 1/100 10 EXISTING EXT #2 WIDTH = 60` RESIDENTIAL 1/200 II PROPOSED NEW STAIRS WIDTH = 48' TOTAL OCCUPANTS 460 TRAVEL DISTANCE SHALL BE NO GREATER THAN — 200'-O" PER IBC 2003 SECTION 1015.1 TOTAL REQUIRED EXIT WIDTH 460 x 3 = 138' TRAVEL 1215TANCE MEASURED FROM THE FURTHEST POINT IN THE ROOM TO THE FIRST STAIR R15ER h- W w I CID � U QO 1-, Z =o< Wzo V 0 I� � 0 Qwa LL=l- - _ W > I ° N I li r Z I � I I � ® 1 rLJMKI _ I � . I I ` ❑ . 0 ❑ < \� I ©COVictorlMarrkk ® ® Donaldson Architects 'r AI _ :I Resery d luj I 1 11 /13/2006 r THIRD FLOOR EXITING FLAN SCALE: I ' = 20'-0 ' SEOOND FLOOR EXITING FLAN NOTE! j1 U ✓ SCALE: I " = 20'-0" 111 TH15 LEVEL No OCCUPANT LOAD NOTE:ON PROP05ED IRS EXITING PLANS THIS FLOOR LEVEL PROVIDES NO OCCUPANT LOAD ON PROPOSED STAIRS � A1 . 1 VICTOR MAR D • A ON EXISTING 8' CONCRETE WALL EXISTING 48" TALL CONCRETE WALL TO REMAIN TIE WALL AND CEILING TO CONCRETE WALL IN ACCORDANCE W/ UL U314 AND TABLE 1203 (#22) OF THE IBC 2003. TO CREATE EX15TIN5 STUD FRAME WALL TO REMAIN A (1) HOUR FIRE RATED WALL A55EMBLY REMOVE EXISTING 6YP BOARD BALCONY W 6LA55 GUARD EXI5TIN5 DOORS SEE Al2 VERIFY THAT EX15TIN6 DOORS ARE A I HOUR FIRE RATED DOORS IF THEY ARE NOT. REPLACE W/ A I HOUR FIRE RATED DOOR/ FRAME ASSEMBLY. USE 3'-6'x 1'-0" RATED METAL DOORFRAME ASSEMBLY EX15TINO CONCRETE WALL W/ PT FIR STRIPS PROVIDE RATED INFILL WALL WHERE NEEDED AND 3/4" REDWOOD SIDING. REMOVE EXI5TIN6 WD 510INS INTERI • ' ( 9 ' FLAT CEILING ) EXI5TIN6 STUD FRAME WALL TO REMAIN REMOVE ONE HOUR FIRE RATED WALL SINCE 1977 GYP BOARD NU INTERIOR . EXTERIOR 1/2" PLYWOOD UL DE516N MBER U314 — m 5HEATHIN5 AND 3/4" REDWOOD 510I145 TO BE REMOVED W/ HI6H RIBBED MTL LATH AND SMOOTH STUCCO EXTERIOR. INTERIOR FINISH TO BE ARCHITECTS 1/2' BACKER BOARD IN PLACE OF GYP BOARD CONTRACTOR TO INSTALL MOISTER BARRIER 0 0 4 8 E BEAVER CREEK BY EXISTING WD STUDS AND BACKER MATERIAL ONE HOUR FIRE RATED CEILING, NJMBER 22 PER IBC 2003 TABLE SUITE 201 1203 MIN. PROTECTION FOR FLOORS AND ROOF SYSTEMS. BOX�/ O r l W/ (2) LAYERS OF TYPE 'X' 6YP BOARD CEILING. JOINTS OF 6YP D X I BOARD TO OVER LAP MIN 24' AVON , CO 816 2 ( 970 . 949 . 520 vmda @vmda , colr (esm � - - - - - Fuy � ROOM FAX 949 . 520 I EXISTING METAL STAIRS TO BE REMOVED. E X S � NG/DEMO PLANS RENOVA7ED FU ROOM FLAN k EXISTING CEDAR SHINGLES AND ROOF MATERIALS TO BE REMOVED J SCALE: I / 4" = I ' - O" SCALE: I / 4' = I ' - O' �p EXISTING WOODEN GATES TO BE REMOVED AND RELOCATED vlcr EXISTING NON CONFORMING WOOD FENCE TO BE REMOVED P � I � � DMO T L I ON FLAN A��' SCALE: 1 / 4 ' = 1 ' - O" r I I 1 X C* - - - - - X - - - - - - X - - - - - - X - - - J U EXISTING DECK TO REMAIN NOTE: PER IBC 2003 SECTION 10095.2 EX15TINO GUARD RAIL TO REMAIN FUTURE STAIR PROTECTION FOR SNOW AND ICE SHALL BE ILIJ II PROVIDED IN PHASE 11, (EXTERIOR BUILDING RENOVATION). TOP O ALGONY 4' 6' 5NOW AND ICE MAINTENANCE PROGRAM SHALL BE IMPLEMENTED EXISTING BALCONY W/ GL?55 61 1 I/2' 4'-3' I /2" UNTIL SUCH PROTECTION CAN BE CONSTRUCTED. RAIL. VERIFY RAIL MEETS CODE (42' A.FF) ADJUST 5EE MONTAGE PROPERTIES SNOW AND ICE REMOVAL PROGRAM LL, Z PAVERS IF REQUIRED ATTACHED Lo 5EE DETAIL 01 AND II SHEET T12 V (3) NEW WALL SCONCE LT'S. MATCH EXISTING Q 00 EQUALLY SPADED AT NEW STAIRS O CIRCUIT NEW LT5 TO NEW TIME CLOCK TO BE Q (3 LOCATED IN PJMP ROOM BELOW STAIRS w Q ( 9 ' FLAT CEILING ) VERIFY LOCATION OLT& FRTURES (PHOTO OF EXISTING LT6 FIXTURES ATTACHED) I � � NEW GUARDRAIL 42" ABV TREADS PER IBC CODE SECTION 1012 NEW HANDRAIL 36' PER IBC CODE SECTION 1009.11.1 Z O J - -u Jp H a L - W J a - LL / x .C141 F N ` _ LINE OF BLDG BEYOND O O O N C 4" M TYP ly f0� NEW ASPHALT 5HINGLE ROOF, SHINGLES TO MATCH SHINGLES ON THE MAIN BUILDING, COLOR AND PATTERN n ROOM RXOOLFJE OF RUMP X 5TL HAND RAIL 36' ABOVE STAIRS _ 80TH SIDES TYPICAL. PAINT TO MATCH EXI5TIN6 o x GUARD RAIL ON LEFT 51DE ONLY @COPYRIGHT TNEW CONCRETE WALK WAY J VDoonn Mark aldson (: N Architects C All Rights Reserved NEW 6ALV STEEL STAIRS W/ RANCHED TREADS C x NEW FENCE MIN 60" ABOVE POOL DECK PER SECTION 3.24 OF THE x COLORADO DEPT. OF HEALTH 5WIMMIN5 POOL AND MINERAL APPROX . LINE OF EXISTI C NEW CONCRETE WALK WAY L 4'-0' REGULATIONS POOL DECK � SLOPED DN TO EXI5TIN5 ASPHALT NEW WOOD GATE 36'WIDE x 60' HIGH 1 i DRIVE P CONCRETE WALK WAY MIN 4' 6' WIDE. EXIT DISCHARGE TO PuLBIG WAY CW ' " � 11 /1312006 IN ACCORDANCE WITH THE IBC 2003 SECTION 1023.6 4'-6• X NEW WOOD GATE 48' WIDE x b0' HIGH W/ 'VON DUPRIN' e� PANIC HARDWARE PER IBC 2003 SEGTION 10082 w op X X X — (SEE ATTACHED INFORMATION) 20 TREADS AT II " DEMOLITION PLAN PARTIAL FIRST FLOOR FLAN NOTES: � T �t � � L � � � � ® N PLAN IEL FLOOR I. CONTRACTOR AND OR MANUFACTURER TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND CON5TRUGTION SCALE: 1 / 4' _ 1 ' -- O' 2. ALL GON5TRUGTION TO BE IN COMPLIANCE WITH IBC 2003 ON 3. HANDRAIL TO BE MIN 11/4' DIAM. MATERIALS TO MATCH EX15TINO 61 v SCALE : 1 / 2' = 1 ' - O' 4. SHOP DRAWIN65 FOR STAIRS, HANDRAIL5 AND 61 TO BE SUBMITTED TO A 1 ■ 2 ARCHITECT PRIOR TO CONSTRUCTION (PROVIDE (3) THREE COPIES) 4,-6■ ( 10 ' DROP CEILING ) V • - • ON ( 9 ' FLAT CEILING ) A ARCHITECTURE RCHITECTURE PLANNING ( 9 ' FLAT CEILING ) INTERIORS Sl ( 9 ' FLAT CEILING ) SINCE 1977 ARCHITECTS D � 0 0 4 8 E BEAVER CREEK BLVD SUITE 207 BOX 5300 AVON , CO 81620 O 970 . 949 , 5200 • o vmda @vmda. com FAX 949 , 5205 of rkwo . Fq •.�I9 ' o •T too ow 0110 �0 * TOP OF BALCONY 4'-6" 11/2" 4'-3" I/2" T5 4x4x1/4" STEEL COL.W 1/2" GAP PLATE AND 4-1/2" DIAM BOLT5 ( 9 ' FLAT CEILI J L 4x4x1/4x0-6" W/ 2-3/4"x4" (EMBED) EXPANSION ANC NG ) HORS (WELD TO WB) EXISTING CONCRETE WALL W� � O x - � w Q �J W Q a � U O rc I Q 0 N N Z WU W >m x V _o z J 0 Q0 t Q W w o Q x x F < �� � Z N Lu Olt "" n — LINE OF BLDG BEYOND L (OD F N WELD BEAM AT SEAT NF OP L NDIN ry - N - WSz10 4" M�TYP C12x20.1 STRINGER, EACH 51DE O 4 x x �J T5 44x1/4" L 4x4x1/4"xO-b" W/ 3/4" DIAM x 4 " (EMBED) ROOM ROOF LINE OF PUMP EXPANSION ANCHOR. WELD TO STRINGER O COPYRIGHT ' ROOM BOTH SIDES Victor Mark Donaldson AI 3/4" xI2x12 BASE PLATE W/ (4) 3/4"x3" (EMBED) Architects ' v x EXPANSION ANCHORS NEW CONCRETE WALK WAY All Rights X - Reserved X X X X I — SLOPED UN TO EXISTING ASPHALT DRIVE STRUCfiURAL FLOOR PLAN j APROX. LINE OF EXISTING / v I POOL DECK 2 _p SCALE: G 4 " _ I _� �� #5 BARS AT 12" O.G. E W. 20 TREADS AT II" A 11 /10/2006 NOTES: 1. PRIOR TO FABRICATION ION AND CONSTRUCTION 2. VERIFY ALL DIMENSIONS G � I I � �I I � � � I {� ELEVATION , 0637 2. PRE-MANUFACTURED GALV METAL STAIR CONTRACTOR AND MANUFACTURER TO VERIFY J v v A R ALL DIMENSIONS PRIOR TO CONSTRUCTION U $(RAJ �; � �° _ I ' m om 3. ALL CONSTRUCTION TO BE IN COMPLIANCE WITH IBG 2003 STRUCTURAL 4. HAND RAIL TO BE MIN 1 1/4" DIAM. MATERIALS TO MATCH EX15TINO GUARD RAIL FLOOR PLAN 5. SHOP DRAWINGS FOR STAIRS, HAND AND GUARD RAILS TO BE SUBMITTED TO THE ARCHITECTS PRIOR TO CONSTRUCTION (PROVIDE (3) THREE COPIES)) AND ELEVATION Simi