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HomeMy WebLinkAboutVail Village Filing 7 Tract B Northwoods B310.pdf Segerberg , SPIRAL STAIRCASE 6 NAP\& NOT 5 UNIT 9 TO BE REMOVED Mayhew ai BATH z TO BE SUMMARY OF WORK: WORK TO BE PERFORMED CONSISTS OF FURNISHING Associates RELOCATED ALL LABOR, MATERIALS, EQUIPMENT, DEVICES AND SUPERVISION REQUIRED TO COMPLETE THE GENERAL, MECHANICAL AND ELECTRICAL WORK FOR Arch 01tects „ T - - - - - - �Y REMODELING THE EXISTING RESIDENCE AS SHOWN ON THE DRAWINGS AND N FIN If, :� F- _ NOTED HEREIN, ANA P . C . . . A . tT,-: © — REF T WORK NOT IN THIS CONTRACT (N.I C.): COORDINATE WITH THE OWNER ANY REMOVE CE ) WINDOW T.O. FIN. FLOOR AND ALL ITEMS OR WORK NOT IN THE CONTRACT, WORK TO BE PERFORMED TO ADD NEW STAIR MATCH ( E ) ( E ) CORRIDOR 8Y OTHERS OR BY OWNER AND ITEMS WHICH WILL BE FURNISHED OR ' ( E ) BATH zr ° ARCHITECTURE, INSTALLED SEPARATE FROM THE CONTRACT. I PLANNING INTERIORS T -- ( E ) KITCHEN' -_ 0. ; . , ,:- ; '` ` CODES, PERMITS, FEES, TAXES: PERFORM ALL WORK TO CONFORM WITH ALL ,+ . f - - ! UP4 APPLICABLE GORES, ORDINANCES, COVENANTS AND LOCAL i _ t I ? � -. _� _ _r , �' pry ri '1,"'k' ri.+y `P 1 If f _.I { _ . _ f _. , 3 , ,,, INTERPRETATIONS THERETO. CONTRACTOR SHALL OBTAIN AND PAY FOR Main Office: Vail CO METAL FLUE - _-_ ., `~ T r .__ ___�,_ , - ALL NECESSARY FEES, PERMITS AND TAXES. � FROM BELOW ( LINE OF I DW ( I 'w i ` •�+ �_ _ _ W/ , ^' ? 1000 S Frontage Rd W, #300 - - Vail CO 81657 i ' ' E AN ADEQUATE NUMBER OF SKILLED WORKMAN Tel. 970.476.4433 i LOFT ABOVE ° i ° �; :f ,E 1 1 i j D 0 QUALITY ASSURANCE : USE — -__ ;_ i _ , _ ; . ' " _ . __ _ __ __ _ _.___ LILA >, . A. - - WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY — I- <: (� _ ; , . AL "> . '`,: ° .`r"�, ` r. Fax: 970.476.4608 ! __ ,. _ _ ;; � ; '`' " ` ' CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED " _ UNIT 10 I " I CEO BATH sl ` REQUIREMENTS AND THE METHODS NEEDED FOR PROP PERFORMANCE _ Denver Office _I_._- i w \ r, .A ,1n� �., , ;;.•r , ;,J, OF THE WORK. , ti � , NIA'4 . ,, <<,t „£,, � .., , 1617 Wazee Street, Suite C2 _J __ _ -G_ _ ____ ; __._ _ _ _ __ 1 Denver, CO 80202 ' _ __ - µ ; ' f MANUFACTURER'S SPECIFICATIONS AND INDUSTRY STANDARD : PRODUCT Tel: 303.623 .3355 HANDLING AND PROTECTION AND INSTALLATION OF ALL MATERIALS, (E ) LIVING I ? - __m_ _ Fax. 303.623.2262 MANUFACTURED ITEMS AND EQUIPMENT TO BE IN STRICT ACCORDANCE WITH MANUFACTURER'S OR INDUSTRY AGENCY 'S LATEST RECOMMENDATIONS AND info®smarchs.com SPECIFICATIONS. www.smarchs.com SITE REVIEW: PRIOR TO SUBMITTAL TO BID, CONTRACTOR SHALL VISIT THE SITE, AND TOGETHER WITH THE OWNER, THOROUGHLY INVESTIGATE EXISTING CONDITIONS, SPECIAL REQUIREMENTS AND PROCEDURES TO BE FOLLOWED. FIELD VERIFY LIMITS OF CONSTRUCTION. ENVIRONMENT AND PROPERTY: PERFORM ALL WORK THROUGHOUT THE _ -- ( E ) DINING ( E ) BEDROOM 2 ( E ) BEDROOM 1 PROJECT NECESSARY TO LIMIT POLLUTION AND TO PROTECT THE EXISTING J SURROUNDING ENVIRONMENT. PROTECT ALL EXISTING SURFACES AND EXTEND WALL OUT ELEMENTS NOT DESIGNATED FOR REMOVAL. PROVIDE NECESSARY W TO GRID A, REMOVE I TEMPORARY COVERING, SAFETY GUARDS AND BARRIERS AS REQUIRED. Q (E ) DECK, ADD NEW CONTROL SITE ACCESS. REMOVE DEBRIS AND WASTE MATERIAL AS THE WINDOWS AND DECK ( E ) DECK WORK PROGRESSES. MAINTAIN THE PREMISES IN A NEAT, SAFE AND GLEAN CONDITION, O O EXISTING UTILITIES AND CONDITIONS. LOCATE AND PROTECT ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK. MAINTAIN EXISTING STRUCTURE IN A M _T SAFE WEATHER- TIGHT CONDITION, O Q FIELD ENGINEERING: PRIOR TO CONSTRUCTION, FIELD VERIFY ALL W Q DIMENSIONS AND ELEVATIONS. ESTABLISH AND MAINTAIN BENCHMARKS Q CE ) DECK �j f AND OTHER MARKERS TO SET LINES AND LEVELS FOR THE WORK NEEDED v" TO PROPERLY LOCATE ALL ELEMENTS OF THE PROJECT. CALCULATE AND O �/ Lk G MEASURE REQUIRED DIMENSIONS, O D O v PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OCHER MEANS � � I J 1 TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN RAJ 4 PLACE DURING CONSTRUCTION. ESTABLISH AND VERIFY ALL INSERTS FOR T L� O MECHANICAL , ELECTRICAL , VENTS, ACCESS AND PLUMBING WITH O y �� APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS. �— V u t� TEMPORARY FACILITIES: THE OWNER WILL FURNISH TEMPORARY POWER ry 0 Z ti 2 X STING MAID VEL FL00F ILA —' AND WATER FOR CONSTRUCTION PURPOSES. CONTRACTOR MUST EXAMINE � O EXISTING ELECTRICAL CONDITIONS AND VERIFY THAT HIS USE OF POWER SCALE : 1 /4 " = 1 ' - � " tLo ��v , �1�0� WILL IN NO WAY DAMAGE THE EXISTING SYSTEM. A TOILET WILL BE �' 'V° v t DESIGNATED BY THE OWNER FOR THE USE OF WORKMEN. Q �I ` N IT 9 v T • PROVIDE TEMPORARY DUST AND DEBRIS W TEMPORARY ENCLOSURES F7 1 /2 " - 5 1 /2 " ENCLOSURES TO SEAL THE WORK AREA FROM THE REMAINDER OF THE S ' 3 1 /2 " r✓- ' - 1 " 14 ' 4 1 /2 " 2 ' - �0 " EXISTING FACILITY. PROVIDE TEMPORARY ENCLOSURES OF PLYWOOD AND PLASTIC MEMBRANE AS WORK PROGRESSES TO SECURE AND PROTECT N 3 ' - 2 1 /2 " 5 ' - 3 1 /2 " THE SURFACES TO REMAIN, SUCH AS JAMBS AND SOFFITS OF OPENINGS AND W COOKtOP/OVEN / FINISHED FLOOR SURFACES. W/ HOOD TEMPORARY SUPPORTS AND SHORINGAN PROVIDE ALL TEMPORARY N - _ i �` - _ y BRACING, SHORING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE AN , 14 A STRESSES AND TO HOLD NEW AND EXISTING STRUCTURAL ELEMENTS IN cQ < r b 6 PLACE. DESIGN A SYSTEM WHICH WILL SAFELY AND ADEQUATELY PREVENT ANT © © 38" REF. O >'-' ` L �� (Of COLLAPSE OF ADJACENT MATERIALS AND WHICH WILL PERMIT 18 T 11 cfJi -F > ;; ; T.O. FIN. FL R �� CONSTRUCTION OF THE WORK t0 THE ARRANGEMENT SHOWN ON THE BUILT - IN - ;;,i^ 1 . = Jr DRAWINGS. "% ` ti . -sj : 6243 - 4 ( E ) CORRIDOR ' CABINETS - ` ` j .. F y MATCH - ' ' ' ' ;,` f;, '` "" IG h• 03 DEMOLITION_ WHERE EXISTING CONSTRUCTION IS t0 BE REMOVED SUCH KITCHEN >_;� ' ;' n 1�;,;_ .<s,. >, >'' ( 2 a car: , �_ : F 60 L ! r„+ � 1 U� � REMOVAL SHALL BE DONE CAREFULLY, AND ANY DAMAGE TO ADJACENT Revisions: FL BA wA GE XL . - h,5 ,y , I” , r BATH 2 :x '3• 1006 SURFACES SHALL BE PATCHED AND REPAIRED TO MATCH UP a\,<, ; N` A Permit Set - 06/01 /01 f,. " " ` ` _ EXISTING. MAKE SUCH EXPLORATIONS AND PROBES AS ARE NECESSARY T.O. FIN. FLOOR :r ; __ _ , ANN- a METAL FLUE — 2�i - ` - ° ". TO ASCERTAIN ANY REQUIRED PROTECTIVE MEASURES BEFORE FROM BELOW t 8243 = 4 = DW W/p O ` PROCEEDING WITH DEMOLITION. VERIFY EXISTING STRUCTURAL CONDITIONS MATCH (E) I0 o t- -1 _ n •. O AKIN PRIOR TO DEMOLITION, REMOVE ALL NON - SALVAGEABLE ITEMS FROM THE Ird- -1 LIN. „ ' V yf iP ;pr ,,,�.4r SITE. SCHEDULING OF DEMOLITION AND NEW WORK SHALL BE l 4'' . S .'.Fl "-_ + i1:>vaiy,+ +'�'? fi i wj„ I ,' c, PVV. BATH 1 COORDINATED BY THE CONTRACTOR WITH THE OWNER, pep* I~' r �"S F .. r � Fr J` j. '1J'y�i��\s { . r ` • f ;rr4 . }�' FL BA wA CE I UNIT - cv ` `'I SALVAGE : EXCEPT FOR EXISTING CONSTRUCTION TO BE DEMOLISHED, At Li � 0 m (N) OPENING lm1 p\ , rt 1 = — - NO TIME SHALL CONTRACTOR ASSUME SALVAGE WITHOUT WRITTEN '1 ' - o " � t- _ im2 PERMISSION FROM THE OWNER. RELOCATE BATH 1 —� �— cv _ � DOOR AND ADD CLEANING. DURING PROGRESS OF THE WORK, DO NOT ALLOW R 8 S LINEN CLOSET ACCUMULATION OF SCRAP, WASTE MATERIAL AND OTHER ITEMS NOT RELOCATE BEDROOM I REQUIRED FOR CONSTRUCTION, At COMPLETION OF THE WORK, REMOVE NEW LINE OF I DOOR OPENING AND ALL SURPLUS AND WASTE MATERIAL , DIRT, STAINS, SMUDGES AND MAKE zf C01 STUDY ABOVE I EXISTING WALL I ADD NEW DOOR. ADD MINOR REPAIRS AND TOUCHUP AS MAY BE NECESSARY TO MAKE THE ���t TO REMAIN HALL CLOSET W/ DOOR PROJECT READY FOR OCCUPANCY. O I I 1 �3 SHORT 0616L �_NCsTH KU N'��• Ua N MATCH EXISTING: UNLESS OTHERWISE NOTED , ALL NEW EXTERIOR FINISHESt STUCCO, WINDOWS, TRIM, HARDWARE , DOORS, LIGHTING AND OTHER S �R R ' LIVING I DINING BPOROOM 2 •� REPLACE DOOR EXPOSED ITEMS TO MATCH EXISTING. 1597 1p FL BA wA CE FL BA WA CE FL BA wA CE 5 W/ NEW BI - FOLD DOOR GLAZING: COMPLY WITH STATE STATURES, UBC AND ANSI ZS@11. �� g BEDROOM 1 (N) WINDOW FL BA wA CE a I FINISHES : ALL FINISHES, FIXTURES, HARDWARE AND EQUIPMENT TO BE N py SELECTED BY THE OWNER AND INSTALLED BY CONTRACTOR. IT IS THE 0 NEW DOOR I I OWNERS RESPONSIBILITY TO SPECIFY AND COORDINATE ALL INTERIOR FINISHES WITH THE CONTRACTOR, ALL PRODUCTS, SUPPLIES, SHOP pate: 06/01 /01 REPLACE WINDOWS N DRAWINGS AND/OR ALTERNATES ARE TO BE APPROVED BY THE OWNER. -.--- I.I. - - -__--_- - - - _._ __ _ _ p___._____ CABINETRY: ALL CABINETRY TO BE DESIGNED IN COORDINATION WITH THE Project No: 25007 OWNER, J 000 ADD NEW DECK O O O (E ) DECK = THE CONTRACTOR SHALL FURNISH AL ECTR C C C L RN L m DECK NECESSARY MECHANICAL , PLUMBING AND ELECTRICAL SERVICES WHICH Drawn by: TAC SHALL BE "DESIGN- BUILD " TO BE REVIEWED FOR COORDINATION WITH ARCHITECT AND APPROVED BY OWNER. 4 ' - 2 " 4 ' - 2 " E. I ro 1 /2 " V STRUCTURAL : ALL NEW STRUCTURAL STEEL COLUMNS AND BEAMS TO BE Checked by: KS WRAPPED WITH ( 2 ) LAYERS OF 1/2 " THICK TYPE "X " GYPSUM BOARD AND 2 ' - 8 1 /2 " -�-I � TO CONFORM WITH THE APPROPRIATE UL DESIGN. Sheet: NOi� I I" I CHANGES TO WORK: ANY CHANGES TO THESE DRAWINGS ARE THE RESPONSIBILITY OF THE OWNER AND THE ARCHITECT SHALL NOT BE HELD ACCOUNTABLE FOR ITEMS, CONDITIONS, ETC. EFFECTED BY THE CHANGE. 1 � I � FL00 � FLAN A. A310 A3 00 a © 2001 SMA 1 G NC; �AI. NOT 5 eerer ® UNIT 9 aye SPIRAL STAIRCASE SUMMARY OF WORK: WORK TO BE PERFORMED CONSISTS OF FURNISHING Associates ALL LABOR, MATERIALS, EQUIPMENT, DEVICES AND SUPERVISION REQUIRED TO BE REMOVED TO COMPLETE THE GENERAL , MECHANICAL AND ELECTRICAL WORK FOR Arc lo o tads _ __ _ _ _ .. „ 2 REMODELING THE EXISTING RESIDENCE AS SHOWN ON THE DRAWINGS AND R ; - "r" _ NOTED HEREIN.If k! t 10- P . //®'�YC � 09/�//yy���\Y O WORK NOT IN THIS CONTRACT (N.I .C.), COORDINATE WITH THE OWNER ANY AND ALL ITEMS OR WORK NOT IN THE CONTRACT, WORK TO BE PERFORMED TO. FIN, FLOOR BY OTHERS OR BY OWNER AND ITEMS WHICH WILL BE FURNISHED OR UNIT 10 V 8253 ' - 0" (E ) CORRIDOR INSTALLED SEPARATE FROM THE CONTRACT, ARCHITECTURE, CODES . PERMITS, FEES. TAXES: PERFORM ALL WORK TO CONFORM WITH ALL PLANNING, INTERIORS - DN APPLICABLE CODES, ORDINANCES, COVENANTS AND LOCAL INTERPRETATIONS THERETO. CONTRACTOR SHALL OBTAIN AND PAY FOR Main Office: Vail , CO {, - -_ _ — ALL NECESSARY FEES, PERMITS AND TAXES, LOFT RAILING TO BE 1000 S Frontage Rd 7 #300 y Vail CO 81657 {'• QUALITY ASSURANCE # USE AN ADEQUATE NUMBER OF SKILLED WORKMAN ' EXTENDED OUT 6 ' - 4 " CE ) LOFT ',', . O `� Tel: 970.476.4433 r y < 1 "f WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY RE I - A3.1 "' 4 Fax. 970.476.4608 1 ' ° ` f ' `'' ' `r°''' %' ' ' ` CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED ( E ) BATH 3" REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORI'1ANCE ,e4 Denver Office "` OF THE WORK METAL FLUE t ,".F : ,; , f' 1617 Wazee Street, Suite C2 1 t } ' ;^. >;>c°>. 4f Denver CO 80202 FROM BELOW " :;. ; " :< ''w ��;: "'=-� ' MANUFACTURER 'S SPECIFICATIONS AND INDUSTRY STANDARD : PRODUCT Tel: 303.623.3355 HANDLING AND PROTECTION AND INSTALLATION OF ALL MATERIALS OPEN TO MANUFACTURED ITEMS AND EQUIPMENT TO BE IN STRICT ACCORDANCE WITH Fax: 303.623.2262 LIVING BELOW L MANUFACTURER 'S OR INDUSTRY AGENCY ' S LATEST RECOMMENDATIONS AND SPECIFICATIONS. info®smarchs.com www.smarchs.com SITE REVIEW: PRIOR TO SUBMITTAL TO BID, CONTRACTOR SHALL VISIT THE ROOF LINE ABOVE SITE, AND TOGETHER WITH THE OWNER, THOROUGHLY INVESTIGATE EXISTING CONDITIONS, SPECIAL REQUIREMENTS AND PROCEDURES TO BE FOLLOWED. FIELD VERIFY LIMITS OF CONSTRUCTION. ENVIRONMENT AND PROPERTY: PERFORM ALL WORK THROUGHOUT THE PROJECT NECESSARY TO LIMIT POLLUTION AND TO PROTECT THE EXISTING DROPPED CEILING; ABOVE SURROUNDING ENVIRONMENT, PROTECT ALL EXISTING SURFACES AND �— ELEMENTS NOT DESIGNATED FOR REMOVAL. PROVIDE NECESSARY W TEMPORARY COVERING, SAFETY GUARDS AND BARRIERS AS REQUIRED. CONTROL SITE ACCESS, REMOVE DEBRIS AND WASTE MATERIAL AS THE WORK PROGRESSES. MAINTAIN THE PREMISES IN A NEAT, SAFE AND CLEAN 5 CONDITION. � O EXISTING UTILITIES AND CONDITIONS: LOCATE AND PROTECT ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK, MAINTAIN EXISTING STRUCTURE IN A � M SAFE WEATHER- TIGHT CONDITION. O COLUMN BELOW FIELD ENGINEERING: PRIOR TO CONSTRUCTION, FIELD VERIFY ALL • DIMENSIONS AND ELEVATIONS. ESTABLISH AND MAINTAIN BENCHMARKS ^/ - - — — — — — — — — — — — — — — — — — — — — — -- — — — — AND OTHER MARKERS TO SET LINES AND LEVELS FOR THE WORK NEEDED Q TO PROPERLY LOCATE ALL ELEMENTS OF THE PROJECT. CALCULATE AND ROOF LINE ABOVE ❑ -w*-- COLUMN BELOW --C] MEASURE REQUIRED DIMENSIONS, O Z O PROVIDE ALL TEMPORARY BRACING SHORING G=UYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN J PLACE DURING CONSTRUCTION. ESTABLISH AND VERIFY ALL INSERTS FOR T O MECHANICAL, ELECTRICAL, VENTS, ACCESS AND PLUMBING WITH �L Q APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS, 0 V( � U • � � '�1` TEMPORARY FACILITIES: THE OWNER WILL FURNISH TEMPORARY POWER ry N ` N� AND WATER FOR CONSTRUCTION PURPOSES. CONTRACTOR MUST EXAMINE Z J 1 2 X 1 5T f N Uf' V 00 AN - - `U � � � LEVEL � � FLAN EXISTING ELECTRICAL CONDITIONS AND VERIFY THAT HIS USE OF POWER � O v� dfi' ti 43. 1 SOLE : 1 /4 " = 1 ' - 0 " WILL IN NO WAY DAMAGE THE EXISTING SYSTEM. A TOILET WILL BE Z Q DESIGNATED BY THE OWNER FOR THE USE OF WORKMEN. UNIT 9 � � � — TEMPORARY ENCLOSURES: PROVIDE TEMPORARY DUST AND DEBRIS _3 ENCLOSURES TO SEAL THE WORK AREA FROM THE REMAINDER OF THE , J EXISTING FACILITY. PROVIDE TEMPORARY ENCLOSURES OF PLYWOOD AND 13 - 1 " 3 ' = 2 1 /2 " W /4 - 5 1 /2 � � 4I _ 5 n -1 _ 0 u 5 1 /2 " & I _ 0 n �J" PLASTIC MEMBRANE AS WORK PROISRESSES TO SECURE AND PROTECT THE SURFACES TO REMAIN, SUCH AS JAMBS AND SOFFITS OF OPENINGS AND NEW STAIRS t0 BA7N 3 3 1 /2 " 1 /2 " 5 1 /2 " FINISHED FLOOR SURFACES. uJ BE ADDED -7 F BA WA CE TEMPORARY SUPPORTS AND SHORING• PROVIDE ALL TEMPORARY Q t � , , , - - _ . _. , ; NG, SHORING GUYING OR OTHER MEANS TO AVOID EXCESSIVE B1Z4C I STRESSES AND TO HOLD NEW AND EXISTING STRUCTURAL ELEMENTS IN ' PLACE . DESIGN A SYSTEM WHICH WILL SAFELY AND ADEQUATELY PREVENT COLLAPSE OF ADJACENT MATERIALS AND WHICH WILL PERMIT 1 O y 4 / \ �(`�� N ( E ) CORRIDOR' ORRIDOR CONSTRUCTION OF THE WORK TO THE ARRANGEMENT SHOWN ON THE N - . N ��-� t.0 FIN FLOOR DRAWINGS. A ccl 20 205 m 5253 CE) EXISTING -� MECHANICAL ^ DEMOLITION. WHERE EXISTING CONSTRUCTION IS TO BE REMOVED, SUCH—INV DN = cv DUCT I" REMOVAL SHALL BE DONE CAREFULLY, AND ANY DAMAGE TO ADJACENT RBVISIOnS: 3 ' - 0 " NIGH HALF = SURFACES - TO - REMAIN SHALL BE PATCHED AND REPAIRED TO MATCH WALL W/ GAP \ 3 - EXISTING. MAKE SUCH EXPLORATIONS AND PROBES AS ARE NECESSARY Permit Set - 06/01 /01 O T.o. FIN FLOOR _ 20 / \204 cn SHELVES SHELVES R a S 8253 ' -0" ' M BAt� TO ASCERTAIN ANY REQUIRED PROTECTIVE MEASURES BEFORE MATCH (E ) = N FL eA WA ICE _ PROCEEDING WITH DEMOLITION. VERIFY EXISTING= STRUCTURAL CONDITIONS StuDY - 200 - PRIOR TO DEMOLITION. REMOVE ALL NON - SALVAGEABLE ITEMS FROM THE FL BA WA cE 1p 202 `Q N 20ro REMOVE EXISTING SITE , SCHEDULING OF DEMOLITION AND NEW WORK SHALL BE 0 m o �' m � M. CLOSET COORDINATED BY THE CONTRACTOR WITH THE OWNER. BATH 3 FIXTURES 3 ' - 0 " HIGH HALF 5 = FL BA WA cE AND RELOCATE. WALL W/ GAP N SALVAGE : EXCEPT FOR EXISTING CONSTRUCTION TO BE DEMOLISHED , AT _ NO TIME SHALL CONTRACTOR ASSUME SALVAGE WITHOUT WRITTEN F. tMICRO PERMISSION FROM THE OWNER. cA REF. ABOVE ROD d SHE F CLEANING=: DURING PROGRESS OF THE WORK, DO NOT ALLOW ACCUMULATION OF SCRAP, WASTE MATERIAL AND OTHER ITEMS NOT REQUIRED FOR CONSTRUCTION. AT COMPLETION OF THE WORK, REMOVE EXTEND EXISTING ALL SURPLUS AND WASTE MATERIAL, DIRT, STAINS, SMUDGES AND MAKE o� � Q` ROOF LINE ABOVE Eav 12 ' - 0 " t�' Ea 34011 11 ' 9 " 3 1 /2 " WALL MINOR REPAIRS AND TOUCHUP AS MAY BE NECESSARY TO MAKE THE `�C, ® � II 40 PROJECT READY FOR OCCUPANCY. %J '!10 3 1 /2 [ MATCH EXISTING, UNLESS OTHERWISE NOTED, ALL NEW EXTERIOR FINISHESt K UNIT 10 ✓ STUCCO, WINDOWS, TRIM, HARDWARE, DOORS, LIGHTING AND OTHER G G M BEDROOM EXPOSED ITEMS TO MATCH EXISTING. -1 97 FL I BA 11 WA CE I DROPPED CEILING ABOVE GLAZING: COMPLY WITH SLATE STATURES, UBC AND ANSI Z9'1.1 . C9 V V✓� OPEN TOf�� LIVING BELOW FINISHES: ALL FINISHES, FIXTURES, HARDWARE AND EQUIPMENT TO BE A SLOPE GEII� ING UP 6 : 12 SELECTED BY THE OWNER AND INSTALLED BY CONTRACTOR IT 15 THE - - -*— OWNERS RESPONSIBILITY TO SPECIFY AND COORDINATE ALL INTERIOR FINISHES WITH THE CONTRACTOR. ALL PRODUCTS, SUPPLIES, SHOP Date: 06/01 /01 DRAWINGS AND/OR ALTERNATES ARE TO BE APPROVED BY THE OWNER CABINETRY: ALL CABINETRY TO BE DESIGNED IN COORDINATION WITH THE COLUMN BELOW OWNER. Project No: 25007. 00 L � O O — — — — — — _ _ _ _ _ ELECTRICAL/MECHANICAL THE CONTRACTOR SHALL FURNISH ALL NECESSARY MECHANICAL, PLUMBING AND ELECTRICAL SERVICES WHICH Drawn by, TAC 1 ROOF LINE 1 D ` SHALL BE "DESIGN - BUILD " t0 BE REVIEWED FOR OORDINATION WITH EXTEND ROOF ABOVE — COLUMN BELOW —=❑ ARCHITECT AND APPROVED BY OWNER. s ABOVE �— — — — — — — — — — — — — — 3 _ S " � ' _ 0 ; , � ' - 0 " g l ' $ Checked by: KS STRUCTURAL : ALL NEW STRUCT TEEL COLU NS AND BEAMS TO BE DECK BELOW WRAPPED WITH (2 ) LAYERS O /2 ' HICK TYPE "X " GYPSUM BOARD AND �-�-I TO CONFORM WITH THE APPR ATE UL DESIGN. Sheet: 03 N Ofd I I" I : ANY CHANGES THESE CHANGES to WORK GES t0 ESE DRAWINGS ARE THE RESPONSIBILITY OF THE OWNER AND THE ARCHITECT SHALL NOT BE HELD ACCOUNTABLE FOR ITEMS, CONDITIONS, ETC. EFFECTED BY THE CHANGE. NEW DEEP LEVEL FL00fR F= L ,4N A3 .1 SCALE : 1 /4 " = 1 ' - 0 " A301 © 2001 SMA l " eerber , 1 UNIT 9 5ELOW N G N I\& NOT 5 ; Mayhew I � Associates I 1 SUMMARY OF WORK: WORK TO BE PERFORMED CONSISTS OF FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, DEVICES AND SUPERVISION REQUIRED Arch otect5 CONTINUOUS ROOF RIDGE VENT TO COMPLETE THE GENERAL, MECHANICAL AND ELECTRICAL WORK FOR RE MO EIRNG HE EXISTING RESIDENCE AS SHOWN ON THE DRAWINGS AND PoCe —AA ° Ao II WORK NOT IN THIS CONTRACT (N.I .G.): COORDINATE WITH THE OWNER ANY AND ALL ITEMS OR WORK NOT IN THE CONTRACT, WORK TO BE PERFORMED i UNIT 10 5E L OW BY OTHERS OR BY OWNER AND ITEMS WHICH WILL BE FURNISHED OR ARCHITECTURE, INSTALLED SEPARATE FROM THE CONTRACT. PLANNING, INTERIORS CODES, PERMITS. FEES, TAXES* PERFORM ALL WORK TO CONFORM WITH ALL r — APPLICABLE CODES, ORDINANCES, COVENANTS AND LOCAL Main Office: Vail , CO OI ( E ) ROOF INTERPRETATIONS THERETO. CONTRACTOR SHALL OBTAIN AND PAY FOR 1000 S Frontage Rd W, #300 ALL NECESSARY FEES, PERMITS AND TAXES. Vail, CO 81657 EXISTING METAL.� i i �, �, Tel: 970.476.4433 FLASHING CHIMNEY QUALITY ASSURANCE : USE AN ADEQUATE NUMBER OF SKILLED WORKMAN Fax: 970.476.4608 W/ 2 FLUE CAPS 1 01 `� WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED Denver Office REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE 1617 Wazee Street, Suite C2 L _ J OF THE WORK. Denver, CO 80202 Tel: 303.623.3355 MANUFACTURER'S SPECIFICATIONS AND INDUSTRY STANDARD : PRODUCT Fax: 303.623.2262 HANDLING AND PROTECTION AND INSTALLATION OF ALL MATERIALS, MANUFACTURED ITEMS AND EQUIPMENT TO BE IN STRICT ACCORDANCE WITH info®smarchs.com MANUFACTURER'S OR INDUSTRY AGENCY 'S LATEST RECOMMENDATIONS AND www.smarchs.com I SPECIFICATIONS. I ( E ) BUILDING BELOW SITE REVIEW: PRIOR TO SUBMITTAL TO BID, CONTRACTOR SHALL VISIT THE SITE, AND TOGETHER WITH THE OWNER, THOROUGHLY INVESTIGATE EXISTING CONDITVERPY Llh'II 5 OF REQUIREMENTS AND PROCEDURES TO BE FOLLOWED, L_ L - - - - - - - - - - - - - - - - - - - - - - - ENVIRONMENT AND PROPERTY: PERFORM ALL WORK THROUGHOUT THE PROJECT NECESSARY TO LIMIT POLLUTION AND TO PROTECT THE EXISTING SURROUNDING ENVIRONMENT. PROTECT ALL EXISTING SURFACES AND W ELEMENTS NOT DESIGNATED FOR REMOVAL. PROVIDE NECESSARY Q TEMPORARY COVERING, SAFETY GUARDS AND BARRIERS AS REQUIRED CONTROL SITE ACCESS. REMOVE DEBRIS AND WASTE MATERIAL AS THE 1 I WORK PROGRESSES. MAINTAIN THE PREMISES IN A NEAT, SAFE AND CLEAN Q COND IT ION. O II � EXISTING UTILITIES AND INNING CONDITIONSo ORK.. MCATEANDPROTEGTALLEXIINA M _ _ - - - - UTILITIES PRIOR TO BEGINNING WORK MAINTAIN EXISTING STRUCTURE IN A O SAFE WEATHER- TIGHT CONDITION. r ' ' Q i `.i.l Q — N � FIELD ENGINEERING: PRIOR TO CONSTRUCTION, FIELD VERIFY ALL n/ DIMENSIONS AND ELEVATIONS. ESTABLISH AND MAINTAIN BENCHMARKS rx O Z AND OTHER MARKERS TO SET LINES AND LEVELS FOR THE WORK NEEDED ❑�— COLUMN BELOW --❑ TO PROPERLY LOCATE ALL ELEMENTS OF THE PROJECT, CALCULATE AND O : O MEASURE REQUIRED DIMENSIONS. O PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN T 0 PLACE DURING CONSTRUCTION. ESTABLISH AND VERIFY ALL INSERTS FOR + MECHANICAL , ELECTRICAL, VENTS, ACCESS AND PLUMBING WITH r// �-• ( '� U APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS. �/ � Z 2 x I ST I N r, TEMPORARY FACILITIES: THE OWNER WILL FURNISH TEMPORARY POWER ry O J AND WATER FOR CONSTRUCTION PURPOSES. CONTRACTOR MUST EXAMINE Asa SCALE : 1 /4 " = 1 ' - 0 " EXISTING ELECTRICAL CONDITIONS AND VERIFY THAT HIS USE OF POWER Z Q WILL IN NO WAY DAMAGE THE EXISTING SYSTEM. A TOILET WILL BE < _I > DESIGNATED BY THE OWNER FOR THE USE OF WORKMEN, M TEMPORARY ENCLOSURES. PROVIDE TEMPORARY DUST AND DEBRIS UNIT g 5E L OW ENCLOSURES TO SEAL THE WORK AREA FROM THE REMAINDER OF THE N EXISTING FACILITY, PROVIDE TEMPORARY ENCLOSURES OF PLYWOOD AND ot PLASTIC MEMBRANE AS WORK PROGRESSES TO SECURE AND PROTECT W THE SURFACES TO REMAIN, SUCH AS JAMBS AND SOFFITS OF OPENINGS AND FINISHED FLOOR SURFACES. CONTINUOUS ROOF RIDGE VENT Q TEMPORARY SUPPORTS AND SHORING: PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD NEW AND EXISTING STRUCTURAL ELEMENTS IN DESIGN OF SAFELY D ADJACENT MATERIALS AND WILLD PREVENT PERMIT ELY COLLAPSE BUILDING BELOW I UNIT 10 5E L OW CONSTRUCTION OF THE WORK TO THE ARRANGEMENT SHOWN ON THE DRAWINGS. I DEMOLITION: WHERE EXISTING CONSTRUCTION IS TO BE REMOVED, SUCH Revisions: _ REMOVAL SHALL BE DONE CAREFULLY, AND ANY DAMAGE TO ADJACENT Permit Set - 06/01 /01 -1 SURFACES - TO - REMAIN SHALL BE PATCHED AND REPAIRED TO MATCH 1 OI EXISTING, MAKE SUCH EXPLORATIONS AND PROBES AS ARE NECESSARY Z TO ASCERTAIN ANY REQUIRED PROTECTIVE MEASURES BEFORE EXISTING METAL I i �, �, PROCEEDING WITH DEMOLITION. VERIFY EXISTING STRUCTURAL CONDITIONS FLASHING CHIMNEY u1 PRIOR TO DEMOLITION. REMOVE ALL NON - SALVAGEABLE ITEMS FROM THE W/ 2 FLUE CAPS I OI SITE. SCHEDULING OF DEMOLITION AND NEW WORK SHALL BE O COORDINATED BY THE CONTRACTOR WITH THE OWNER. L _ J SALVAGE : EXCEPT FOR EXISTING CONSTRUCTION TO BE DEMOLISHED, AT NO TIME SHALL CONTRACTOR ASSUME SALVAGE WITHOUT WRITTEN l i V i t PERMISSION FROM THE OWNER. 0 I I GLEANING: DURING PROGRESS OF THE WORK, DO NOT ALLOW 6 . 12 Z 6 : 12 I I ACCUMULATION OF SCRAP, WASTE MATERIAL AND OTHER ITEMS NOT I I I I ~- ►- I I REQUIRED FOR CONSTRUCTION. AT COMPLETION OF THE WORK, REMOVE ®f Cool z ALL SURPLUS AND WASTE MATERIAL DIRT STAINS SMUDGES AND MAKE NOTE : MATCH ALL EXISTING I I I I O I I COLORS, MATERIALS AND MINOR REPAIRS AND TOUCHUP AS MAY BE NECESSARY TO MAKE THE I I I I U 11 ROOF OVERHANG DIMENSIONS. I I I I I I PROJECT READY FOR OCCUPANCY. K R MATCH EXISTING: UNLESS OTHERWISE NOTED, ALL NEW EXTERIOR FINISHES ± � � S E E G ' I I I I I STUCCO, WINDOWS, TRIM, HARDWARE, DOORS, LIGHTING AND OTHER �' ? I I I I I EXPOSED ITEMS TO MATCH EXISTING. TO. PLATE T.O. RIDGE T.O. PLATE V I I I I GLAZING: COMPLY WITH STATE STATURES, UBC AND ANSI ZS"I.1. I I s260' - 3 " I I s26'1 � - ��� I I s260� - 3 ° (N) BUILDING BELOW I I I I I FINISHES: ALL FINISHES, FIXTURES, HARDWARE AND EQUIPMENT TO BE I I I I I I SELECTED BY THE OWNER AND INSTALLED BY CONTRACTOR. IT IS THE I I I I I I OWNERS RESPONSIBILITY TO SPECIFY AND COORDINATE ALL INTERIOR Date: 06/01 /01 - - r FINISHES WITH THE CONTRACTOR, ALL PRODUCTS, SUPPLIES, SHOP _ - - - _ - � - - - - - - - - - - - - - - _ _ � L - � - - _ _ _ _ - - - _ _ _ _ _ - _ - - - --J - - - - - - _ _ - _ - - - ' - _ - - - DRAWINGS AND/OR ALTERNATES ARE TO $E APPROVED BY THE OWNER. CABINETRY • ALL CABINETRY TO BE DESIGNED IN COORDINATION WITH THE Project No: 25007900 COLUMN BELOW - OWNER. N ELECTRICAL/MECHANICAL: THE CONTRACTOR SHALL FURNISH ALL Drawn by: TAC a) NECESSARY MECHANICAL, PLUMBING AND ELECTRICAL SERVICES WHICH ❑- &— COLUMN BELOW —�❑ SHALL BE "DESIGN - BUILD " TO BE REVIEWED FOR COORDINATION WITH ARCHITECT AND APPROVED BY OWNER. Checked by: KS NEW DECK BELOW STRUCTURAL : ALL NEW STRUCTURAL STEEL COLUMNS AND BEAMS TO BE WRAPPED WITH ( 2 ) LAYERS OF 1/2 " THICK TYPE "X " GYPSUM BOARD AND Sheet: TO CONFORM WITH THE APPROPRIATE UL DESIGN. f�lOf?'(1—I CHANGES TO WORK: ANY CHANGES TO THESE DRAWINGS ARE THE RESPONSIBILITY OF THE OWNER AND THE ARCHITECT SHALL NOT BE HELD 7�) NE � I � I ACCOUNTABLE FOR ITEMS, CONDITIONS, ETC. EFFECTED BY THE CHANGE. � � 00 � FLAN�l A 00 SCALE : 1 /4 " = 1 ' - O " A4400 © 2001 SMA I eererif Mayhew Associates Arch Iteets PeCo —A . I . A . SHEET NOTES : ARCHITECTURE, 1, REFER TO SHEET A1.0 FOR GENERAL NOTES, PLANNING, INTERIORS 2 . REFER TO SHEET A10 FOR LJINDOLJ AND DOOR SCHEDULES. Main Office: Vail , CO 30 SEE ROOF PLAN FOR ALL PLATE AND RIDGE HEIGHTS. 1000 S Fr CO n 8 657 #300 Tel: 970.476.4433 Fax: 970.476.4608 Denver Office 1617 Wazee Street, Suite C2 Denver, CO 80202 Ti 303.623.3355 Fax: 303.623 .2262 info®smarchs.com www.smarchs.com W F7 0 M can o UJ Q r) 0C 0 Z Q o � Q o STUCCO CHIMNEY I _..I FLUE TYP. T 0 1 CONTINUOUS RIDCsE Q � V U VENT C em r'*1 Z W I I Z Q <C > 1 Z) N °° CONTINUOUS 2X12 W ROUGH SALJN WOOD FOURTH FLOOR FASCIA Q 6253 ' -0 " 0/4 " 0 STEEL IL L BALCONY PIPE RAILING - TYP. Revisions: p— p L FF Wo :EDAR TRIM 3X12 ROUGH SAIUN Permit Set WIN 06/01 /01 TYF. WOOD LEDGER THIRD FLOOR_ _ _ _ - 6243 ' -4 " 7 E2 I, IL L L :1E PF ::]E :1E IE Qf C ��a� c7 KU S E G SECOND FLOOR r` _ _ _ _ — A ��, Date: 06/01 /01 I Project No: 25007 .00 1z: FIRST FLOOR _ Drawn by: TAC 6224' - 0" Checked by: KS Sheet: 4510 SCALE : 1 /4 ' ' 4510 SCALE : 1 /4 " = 1 ' - 0 " A500 © 2001 SMA s Seerer , Mayhew Associates Arc oteets P . Co ®AAmAm SHEET NOTES : ARCHITECTURE, PLANNING, INTERIORS 10 REFER TO SHEET AI.O FOR GENERAL NOTES. 2, REFER TO SHEET A1.0 FOR WINDOW AND Main Office: Vail , CO DOOR SCHEDULES. 1000 S Frontage Rd W, #300 3. SEE ROOF PLAN FOR ALL PLATE AND RIDGE HEIGHTS. Vail, CO 81657 Tel: 970.476.4433 Fax: 970.476.4608 Denver Office 1617 Wazee Street, Suite C2 Denver, CO 80202 Tel: 303.623 .3355 Fax 303.623.2262 info®smarchs.com www.smarchs.com E W W F71 71 F71 V O M V, o NEW RIDGE a DORMER I �W � r r) - - 62611 - 411 0 ce � STUCCO CHIMNEY o o NEW DORMER AT FLUE TYP. MASTER BEDROOM CONTINUOUS RIDGE O = mo VENT V U Z NEW DORMER AT I MASTER BEDROOM Iry O A IN Z VERTICAL SIDING Q J > MATCH EXISTING CONTINUOUS 2X12 MATERIALS ROUGH SAWN WOOD NEW DECK RAILING FASCIA 5 FOURTH FLOOR 6233 ' -0 " MATCH EXISTING HEADER HEIGHT NEW WINDOWS AND NEW WINDOWS AND lop EE DECK AT LIVING DECK AT LIVING ROOM :1E ::]E: 7 FF :1E ROOM 11% " 0 STEEL Revisions: BALCONY PIPE RAILING - TYP. Permit Set - 06/01 /01 THIRD FLOOR 8243' - 4 " NEW oe lxro CEDAR TRIM TYPICAL DECK DRAINAGE • SLOTS REMOTE EXISTING WINDOW 3X12 ROUGH SAWN :1E WOOD LEDGER I F7 AL 11 C 01 n Z] R .f S=COND FLOOR _ _ _ _ _ ; OWN r 8233 ' -s" ' � S E E G '7 Date: 06/01 /01 Project No: 25007.00 _ FIRST FLOOR 8224' - 0 " Drawn by: TAC Checked by: KS Sheet. 2 FROf= 05 D UJ eT L \/ ,4TION 1 ffR0F0e E) eOLIT4 ELEVATION A5 .1 SCALE : 1 /4 " = 1 ' - 0 " ,45 .1 SCALE : 114 " = 1 ' - 0 " A5 I © 2001 SMA 1 t 4 Sege re r , Mayhew Associates Arch ntects ELECTRICAL LEGEND P . C . �A . I . A . i J / \ SYMBOL DESCRIPTION EXISTING CORRIDOR \ DUPLEX CONVENIENCE OUTLET DN DUPLEX - PLANNING,GROUND FAULT INtER INTERIORS UPt DUPLEX CONVENIENCE OUTLET AC MOUNTED ABOVE COUNTER 2 DUPLEX CONVENIENCE OUTLET MI - 42 ° APF. Main Office: Vail , CO J 1000 S Frontage Rd W #300 MASTER BATH _ DUPLEX CONVENIENCE OUTLET - , FLOOR MTD. DUPLEX CONVENIENCE OUTLET Vail, 0. 81657 "` uu Tel: 970.476.4433 -- ` -- Q \ ® F- ITCH D CONY OUTLET Fax. 970.476.4608 O / o \ �� '�O FLOOR MTD. HAL SW E LE tqpANdy G U.G. REF MASTER CLOSET HALF-SWITCHED CONVENIENCE OUTLET Denver Office STUDY M — — MICRO SPECIAL POWER OUTLET 1617 Wazee Street, Suite C2 ` I � C SUJItCH Denver, CO 80202 Tel. 303.623 .3355 / Fax 303.623 .2262 V i- 1 3 3-WAY SWITCH $4 4-WAY SWITCH infoosmarchs.com D DIMMER SWITCH wwwsmarchs.com ` L LIGHTED SWITCH fMASTER BEDROOM $J SWITCH IN DOOR JAMB O RECESSED INCANDESCENT LIGHT FIXTURE OPEN TO LIGHT F Xt WASWING RECESSED INC ESCENT • LIVING BELOW CEILING MTD. INCANDESCENT LIGHT FIXTURE WALL MTD. INCANDESCENT LIGHT FIXTURE EXTERIOR CEILING MOUNTED INCANDESCENT LIGHT FIXTURE EXTERIOR WALL LIGHT PI MOUNTED RE O Q ATERPROOF RECESSED INCANDESCENT OJ I LIGHT FIXTURE fit n SLOPED INCA T M �t CEILING DOWNLIGWT O N 1 ' X 4' WRAP AROUND 1 r V) Q J— -- — �I RECESSED FLUORESCENT LIGHT FIXTURE U=I C) _ Q 0 o L G O G X Oz < — — UNDER-CABINET LIGHT O CEILING FAN Q O � TELEPHONE OUTLET V) O Q TELEVISION OUTLET EXHAUST FAN 0 � V `/ JUNCTION BOX z 2 J F F E F LEVEL — S C H I A T I C L C T fR I C A L F L74 N ELECTRICAL PANEL ry O OSD SMOKE DETECTOR Z A310 SCALE : 1 /4 " = 1 ' - 0 " Q ...I Q CHANDILIER (Dff, HEAT LAMP Z) �'1 DOW LIGHt ESC£Nt GAND © CLOSET LIGHT N w NEW E. D AC OLUOO b PAN. CPO — '—'" REF. COOKTOP/OVEN EXISTING CORRIDOR — ' J B TH 2 Revisions: I KITCHEN UP • � Permit Set - 06/01 /01 • 0 / DW o 019P. 3 W/D • See AC / BATH 1 RELOCATE EXISTING / LIGHT SWITCHES 0� ��t U G B G � He 9 LIVING � I DINING BEDROOM 2 BEDROOM I V� Date: 06/01 /01 __ . - - N0PI� H Project No: 25007 .00 WP / DECK DECK Drawn by: TAC Checked by: KS � Sheet: CAIN LEVEL _ SC4 �IAT � G ELECTfR CAL FLAN A310 SCALE : 1 /4 " = 1 ' - 0 " A800 • © 2001 SMA 1 , er a GENERAL NOTES Segerberg, 1 . LIVE LOADS USED IN DESIGN: 7 WOOD: Mayhew ayhew & A . ROOF 80 PSF A . ALL FRAIA ING AND TRUSS LUMBER SH L BE DRY DOUGLAS F IR - LARCH , GRADED BY ����� 0 �te� WESTERN WOOD PRODUCTS ASSOC IAT 1011 AND CONFORMING TO UNIFORM BUILDING RED PLAN Be TYPICAL FLOOR 40 PSF CODE AS FOLLOWS: L 3XPX1 /4 X CONT. TOP Of= C . BALCONIES 100 PSF 2 " THICK — 4 " TO 6 " WIDE ( WALL STUD ONLY ) STUD Fb 700 PSI CONCRETE Arch itects D . WIND 2 " TO 4 ' THICK 6 " do WIDER NO . 2 Fb = 900 PSI 5 " THICK - 5 " k WIDER NO . 1 Fb = 1350 PSI yr P.C .-A. Q .A. t . BASIC WIND SPEED 80 MPH NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPET IT I VE USES PRIOR TO ' ` A ` 24 EXPOSURE B ALLOWABLE STRESS INCREASES , E . EARTHQUAKE ZONE I B PROVIDE CROSS BRIDGING NOT OVER 0 ' ON CENTER FOR ALL 2X WOOD JOISTS AND F LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE 2X SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS . 3/16 ARCHITECTURE, co FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE UBC SCHEDULE 114" CAP PLANNING, INTERIORS 2 . TESTING: TABLE 23 - 11 - B - 1 UNLESS OTHERWISE NOTED . PLATE A . CONTRACTOR SHALL FURNISH OR PROVIDE COORDINATION FOR TESTING AS REQUIRED D PLYWOOD DECK AND /OR OR IENTED STRAND BOARD TS BBAM Main Office: Vail, C�J BY THE PROJECT SPECIFICATIONS , THE TESTING PROGRAM SHALL BE COORDINATED WITH 1 , PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING . APPLICATION SHALL BE T5 PLAN Main S Frontage V it 63Q0 THE PROJECT OWNER , ARCHITECT AND STRUCTURAL ENGINEER , IN ' ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD 5L_OTTED � Vail, a Rd Wv ASSOC I AT I ON . TP BEAM >3/16 B . IN THE ABSENCE OF OTHER REQUIREMENTS , THE CONTRACTOR SHALL FURNISH 2 . EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE TRADEMARK OF THE zi 3X3X1/4 BETWEEN Tel: 9701476.4433 INDEPENDENT TEST ING OF CAST - IN - PLACE CONCRETE STRENGTH AND RE INFORC ING , AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U . S JOIST PANEL POINTS Fats 9709476.4608 STRUCTURAL STEEL BOLTING AND WELDING AND METAL PECK WELDING , TO THE EKTENT PRODUCTS STANDARD PSI , LATEST EDITION FOR PLYWOOD . ALL PANELS WHICH NECESSARY TO ASSURE CONSTRUCTION IS IN COMPLIANCE WITH THE CONSTRUCTION HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL Deriver Office DOCUMENTS , BE OF THE EXTERIOR TYPE , 1617 Wazee St>I+eet, Suite G2 30 FOR ROOF USE 518 " (24 / 1 !3 SPAN RATING ) EXPOSURE 1 SHEATHING NAILED WITH L+ t O 3 . CONCRETE: 10P NAILS AT 4 O . C . ALONG PANEL EDGES AND AT 12 " ALONG INTERMEDIATE Denver, CO 80202 SUPPORTS , 3/4 " , I ,_0 " Tel: 303.6233355 A . ALL CAST — IN — PLACE CONCRETE SHALL BE MADE WITH TYPE I / II PORTLAND CEMENT , STONE 4 . EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1 /2 " EXPOSURE I SHEATHING Fax 3039623.2262 AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: NAILED AT 6 " O . C . ALONG PANEL EDGES . 5 . FL AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN i �OOm CONCRETE ITEM F 'C MIX TYPE MAX W/C RATIO % AIR REO PE PEND ICULAR TO SUPPORTS WITH END JOINTS STAGGERED . h6ftirmi hoom WO 6 . INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLI S , TONGUE AND SLABS ON METAL DECK 3500 psi STD 0 . 50 GROOVE PANELS OR SOLID OD BLOCKING BETWEEN SUPPORTS , B IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH 8 . NON — STRUCTURAL ELEMENTS: LETTER INDICATING COST REDUCTION AT TIME OF BID . THE MODULUS OF ELASTICITY OF ALL CONCRETE SHALL EXCEED WC1 5 33 ? F 'C (OR 570000 ? F 'C NORMAL WEIGHT A . ELEMENTS SUCH AS NON — BEARING PARTITIONS . ETC . ATTACHED TO AND /OR SUPPORTED CONCRETE ) , BY THE STRICTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL ' C . SLABS AND TOPPING SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE , ANY STOP IN MOVEMENTS . CONCRETE WORK MUST BE MADE AT THIRD POINT OF SPAN WITH VERTICAL BULKHEADS Be FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET J AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN . ALL CONSTRUCTION JOINTS ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER , ARCHITECTURAL DRAWINGS , STRUCTURAL STEEL MEMBERS SHAD. BE CONSIDERED Lu D . ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH UNRESTRAINED UNLESS OTHERWISE NOTED , Q ACI BUILDING CODE 318 LATEST EDITION , UNLESS NOTED OTHERWISE , USE STANDARD 90 GENERAL * HOOKS FOR DOWELS UNLESS OTHERWISE NOTED , ALL EXPOSED EDGES OF CONCRETE O WORK SHALL HAVE 3 /4 INCH CHAMFER . A . ENGINEER 'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS O 4 , REINFORCEMENT: Be VERIFY ALL OPENINGS THROUGH FLOORS , ROOF AND WALLS WITH MECHANICAL AND r� ELECTRICAL CONTRACTORS . VERIFICATION OF LOCATIONS , SIZES , LINTELS , AND M A . ALL REINFORCING SHALL BE HIGH — STRENGTH DEFORMED BARS CONFORMING TO ASTM REQUIRED CONNECTIONS ARE CONTRACTOR 'S COMPLETE RESPONSIBILITY , A 615 , GRADE 60 EXCEPT TIES , STIRRUPS AND PLATE ANCHORS WHICH SHALL BE N 0 DEFORMED BARS , ASTM DESIGNATION A615 , GRADE 40 OR ASTM A 706 GRADE 6Q . C PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER W ITEMS TO BE ATTACHED TO THE STRUCTURE , ENGINEER 'S APPROVAL OF CONNECTIONS Be WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE LAPPED AND SUPPORTS SHALL BE OBTAINED , UNLESS SPECIFICALLY DETAILED ON ONE FULL MESH AT SIDE AND END SPLICES AND WIREQ TOGETHER . ARCHITECTURAL AND STRUCTURAL DRAWINGS , RESPECTIVE SUBCONTRACTOR O Z SHALL FURNISH ALL HANGERS , CONNECTIONS , ETC . , REQUIRED FOR INSTALLATION OF C REINFORCEMENT PROTECTION: HIS ITEMS , O 1 , SLABS AND WALLS (NOT EXPOSED TO WEATHER ) 3 /4 " D PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL , D REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH MECHANICAL , ELECTRICAL , AND STRUCTURAL DRAWINGS , MISCELLANEOUS 1 SECTIONS 7 . 5 , 7 . 6 AND 7 . 7 OF ACI 318 , LATEST EDITION , EMBEDDED ITEMS AND ANCHOR BOLTS PHALL BE FURNISHED BY STEEL SUPPLIER E . NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED AND INSTALLED BY CONCRETE CONTRACTOR , STEEL SHALL FULFILL ASTM A36 , O Mr BY THE STRUCTURAL ENGINEER . LAP SPLICES , WHERE PERMITTED , SHALL BE A MINIMUM E . SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL CONCRETE Imm v ( '� c ', OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER AND SHALL BE A MINIMUM OF 80 BAR REINFORCING , STRUCTURAL STEEL , WOOD JOISTS , BAR JOISTS AND METAL DECK , THE � DIAMETERS FOR #7 AND #8 REINFORCEMENT UNLESS OTHERWISE NOTED . MAKE ALL MANUFACTURING OR FABRICATION OF MY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP CI W ' BARS CONTINUOUS AROUND CORNERS , DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR . Z ` F . PLACE TWO 45 (PER 8 " THICKNESS ) WITH 2 ' — O PROJECTION AROUND ALL OPENINGS IN F ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD � O i T CONCRETE WALLS , SLABS , AND BEAMS . ALSO PROVIDE TWO 45 X 4 ' - 0 DIAGONA(_ LY AT ARCHITECTURAL DRAWINGS . Z EACH CORNER . < J G CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS , IF CONDITIONS ARE 5 . STRUCTURAL STEEL: DIFFERENT THAN ASSUMED , NOTIFY ENGINEER , A . ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM 992 , (50 KSI ) , AND EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500 , GRADE B . LATEST EDITIONS . STEEL SUPPLIER MAY PROVIDE ASTM A572 , GRADE 50 AT HIS OPTION , MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL , W Be ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT Q CONDITION . ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE , C . STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION , " D . UNLESS OTHERWISE NOTED , USE STANDARD FRAMED BEAM CONNECTIONS WITH STEEL BOLTS PER AISC "MANUAL OF STEEL CONSTRUCTION ' TABLE II — A AND /OR AISC SIMPLE SHEAR CONNECTION MANUAL WITH A325 — N BOLTS OR VfLDED EQUIVALENT , SELECT CONNECTION TO SUPPORT 60X THE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN BEAM AND SPAN FOR NON - COMPOSITE MEMBERS . FOR COMPOSITE MEMBERS Revisions: CONNECTIONS , CONNECTIONS SHALL SUPPORT 60 % OF THE TOTAL CAPACITY FOR EACH BEAM SPAN NOTED , STEEL SUBMIT Permit Se 6A /01 PROFESSIONAL ENGINEER RESPONSIBLE FOR THE CONNECTION DESIGN FOR ENGINEER ' S REVIEW, E ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS - D1 , 1 , F . MINIMUM WELDS TO BE PER AISC TABLE J2 . 4 BUT NOT LESS THAN 3 / 16w CONTINUOUS s FILLET UNLESS OTHERWISE NOTED G . FOR ALL BEAM /COLUMN OR BEAM /BEAM CONNECTIONS , PROVIDE HORIZONTAL SHORT SLOTS IN CONNECTION MEMBER ONLY ( WT — SECTIONS , ANGLES OR SHEAR PLATES ) , H . THE TERMINOLOGY "CONTINUOUS " MEANS QUANTITY , PROVIDE THE NECESSARY JOINT DETAILS TO ALLOW FOR BUILDING MOVEMENTS , COORDINATE LOCATIONS WITH ARCHITECTURAL CONTROL AND EXPANSION JOINTS . I $ PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO WITHSTAND ALL CONSTRUCTION AND /OR WIND LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE , DO REG J STEEL JOISTS AND /OR JOIST GIRDERS SHALL BE DESIGNED , FABRICATED AND ERECTED IN o0._'�1� H. Nc� •�9 ACCORDANCE WITH STEEL JOIST INSTITUTE (SJI ) SPECIFICATIONS AND SHALL BE THE . v TYPE AND SIZE SHOWN ON THE DRAWINGS . PROVIDE AND INSTALL BRIDGING IN U�3 NOT FOR ACCORDANCE WITH SJI SPECIFICATIONS . SHOP DRAWING SUBMITTALS SHALL BE THACCOMPANIED GISTERED PROFESSIONAL STRUCTURAL AENGINEERSINJCHARGEIOFEDESIGNSHALL NAME •• ;��a: CONSTRUCTION K . STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP /ANAL cs� DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS 1 �� TO PIECE DRAWINGS PRIOR TO ENGINEER ' S APPROVAL pF ERECTION DRAWINGS . U, ' 64 METAL DECK: V A . UNLESS OTHERWISE NOTED , DECK SHALL BE SHOP ,,, PAINTED STEEL , SHALL BE OF THE TYPE CALLED FOR ON THE FRAMING PLANS AND SHALL BE CONTINUOUS WHERE POSSIBLE , Be DECKING SHALL BE INSTALLED AND ALL OPENINGS IN DECK CUT AND REINFORCED IN ACCORDANCE WITH MANUFACTURER 'S STANDARD DETAILS AND SPECIFICATIONS EXCEPT pate: 05/31 /01 AS OTHERWISE NOTED . C . WIELDING REQUIREMENTS SHALL BE AS FOLLOWS AND SHOWN ON ATTACHED TYPICAL WELDING LAYOUT UNLESS OTHERWISE NOTED ON DRAWINGS . Project No: 5;60 1 . ATTACH FLOOR DECK TO EACH END SUPPORT AT 12 INCHES AND TO EACH INTERMEDIATE SUPPORT AT SIDE LAPS PLUS ONE INTERMEDIATE POINT WITH 5 /8 DIAMETER PUDDLE WELD , PROVIDE WELD WASHERS AS REQUIRED , T M, 2 . LONGITUDINAL JOINTS BETWEEN ADJACENT FLOOR DECK UNITS SHALL QE prawn by; FASTENED TOGETHER AT 36 " MAXIMUM SPACING WITH 5 /8 " DIAMETER PUDDLE WELDS , FASTEN FLOOR DECK TO PARALLEL AND PERIMETER BEAMS AT a4 " , 30 ING , PROVIDED THEY HAVE BEEN LSUBMITTTEDATOETHEEENGINEERPOF OF RECORD checked by: AS AND REVIEWED , �11eet: . o S 1 N © 2001 SMA ff L W IF IF IF IF _� Segerberg, Mayhew & Assoc i ate$ Architects P .C .-A. I .A. 3 4 3 4 5 20 '-0 " I 20 '-O " , 20 '-O " , ARCHITECTURE, -�— --�- PLANNING, INTERIO�tS Main Office: Vail, CO 1000 S ftntegle Rd W, #3Q0 Vail, CO 81657 Tel: 970.47694433 T (bb - 107 (66 - 10 ") I Fa�c 970.476.4608 Denver Office 1617 Wme Sb*e4 Suite C,2 W 18X35 GONT. (E) tl Demror, CO 80202 �Q"� =! - - - - W 18X35 (E) W t 8X35 (E) W 18x35 (E) _ — — _ Te1: 303.623.3355 623.2262 _ T& 303. AT 2 '-O' 1 r - - I - room J _ t� W1MIMimaRIK.ot)m 16H4 AT 2 -D (EL �? 3 �� � AT 2 -O fE) 51 I IbH AT 2 O (E) 2 I g Ioe 2 , IQ �C F- I I " � � ____ X X F- (V Q X - -- - -- �l X 6 X 26GA WITH 2 1/2 " " CONCRETE (TOTAL DEPTH 3 ") J �„ WITH WWF 6X6-W2 .IXW2 . 1 A MID DEPTH yygXip SI TS 6x2X1/4 Q - I AT 4 '-O" MAX . I I O NNW W NO WIpXl2 o -- - - -' - - - -- A — 14 30 ` WI4X30 r I- 2X8 z ►- 0 W - - AT t '-O" Q I- (54 '-4 ") ONLY (54 '-4 ") LINE OF J ry O Z 51 51 NEW DECK - Z 3" 0 STANDARD PIPE 4 '-O " 4 '-O " 4 '-0 " 4 '.0 " t" BALCONY O COLUMN AT MULLION O F 4FRT I AL FR 00F F= FR4 I NCi FL AN f=> AfRT I AL 741 FRD FL OOfR f=f Ai **'f 1 N ( i; F_' L All 0 = o0 "orES , NOTE-St W Z I . ROOF PURLINS TO BE DOUGLAS FIR-LARCH NO. I OR BETTER OR WOOD SPECIES I . TOP OF CONCRETE ELEVATION IS 43'-O" UNLESS NOTED OTHERWISE. O T OF COMPARABLE OR SUPERIOR PROPERTIEN5, Q 2 . W ROOF DIAPHRAGM TO BE 5/8 " PLYWOOD EXTERIOR GRADE (RATING 24/16) 2 . TOP OF STEEL ELEVATION IS 42 '- II " UNLESS NOTED OTHERWISE. NAILED AT 6 " AT ALL SUPPORTS. M J 3 . TOP OF STEEL ELEVATION DENOTED BY (XXX'-xX") . W N 0° W HATCH KEY 4 r) 3 �o INDICATES NEW CONSTRUCTION 20 '-O " 20 '-O " 20 '-O " I I I I INDICATES AREA WHERE I 13 '-6 1 /4 " =`NNN STRUCTURE IS TO BE N I I DEMO 'D AND REFRAMED OPEN Revisions: WI2X14 (E)) OPEN ' U1 OPEN Permit Set 6/1 /01 N 14H3 AT 2 '- N X ry lN8Xl0 (N) (-2 1/2 ") 51 N12, 04 0I F IF -- ---__!^t14X�0_(E)- - _ � I1N14x3Q_1F-?-- - --- -- - - — NO L 2 Inx2 I42 CONT - IINNNIN I X 1 /4 TYPICAL , I T ( � 51 14H3 AT 2 '-O " ) 12H3 r - -- - _-, -- --- •- — I `=1 W12 m (N) i r p sI t2 14 --- - • r N 295VS3 W12X IT ... 1� 14 (-2 1 /2 ") (E) t11 AT 2 '-b " MAX. 1 I r--1 ! p0 REG Q 0 ' TfPIG L2 1 /2X1/4 sl � .. ..... 4 W12X2-I' (E) oovPN� H NF � NOT FOR W A U ct` „ 1 r i ; CONSTRUCTION p 1 p I Ar , ••� INN14XJP6T MT- -WX0 F) - X3� (E) - --- - � 0 `I4 I I -j 11 -- !� , TS 5XSX1 /4 WELDED TO BOTTOM FLANGE OF W12X21 pate: 05/31/01 FAfRT 1 4L FOL FRTt 4 FL OOFR F 4I 1 Nr f= L 4N Project No: _ 5460 1 /8" = I '-O " prawn by: M) NOTE-Se 1 TOP OF CONCRETE ELEVATION 15 53 '-0" UNLE55 NOTED OTHF=" 15E Checked by: AS 2 . (52 '-'1 ") TOP OF STEEL ELEVATION UNLE55 OTHERWISE NOTED PY (XXX '- xx ") 3 DENOTE5 SPAN DIRECTION Sheet S 4 . USE .6C X 266A CONFORM METAL DECK WITH 2 " CONCRETE 51.-A5 (TOTAL DEPTH = 2 1 /2 ") WITH WWF 6X6-W2 . IXW2 .1 AT MID DEPTH N S2 u � N U► 3 0 .- �.� $ Q 2001 SMA IN — L