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Home My WebLink AboutB07-0275 SOLARIS SPRAY FOAM INSULATION.pdf .: �� May 27, 2010 � ,� ��'"=S �� t � 2 �. � � o s � < < � 1 �� Mr. Mart in Haeberle �" " _ T Chief Buildmg Official �} � � � Q � � ' Town of Vail U �, �� e.� .� , 75 South Frontage Road MAY 2 � � � � � � � � ``�'' � � � � Vail, CO 81657 TOWiV OF id� lL RE : Spray Foam Insulation Comment Response Package - (Solans Buildmg Permit #B07-0275) — Pro� ect Address • 141 E Meadow Dnve, Vail, CO 81657 Dear Mr Haeberle, We are pleased to transmit with this letter the following documents • 1 . One Transmittal Form 2 . Four Comment Response Letters dated 5/27/ 10. 3 . Four stamped and signed letters from the FPE dated 5/25/ 10 4. Four sets of stamped and signed drawings A2 . 11 , A2 14, A2 . 15 , A2 16, and A2 . 17 . These plan sheets show the specific locations to use the spray foam insulation product Please reference the Deferred Submittal Packages submrtted on 5/ 13/ 10 — for product data for the CPDS 1000 Touch and Seal Spray Foam Insulation — R38 Spray Foam Insulation at Plaza Promenade Columns. Please commumcate all TOV Plan Review comments to Jim Buckner of Davis Partnership Archrtects at Jim.Buckner(cr�,davispartnership.com Please call Tom Ogg of Solans at 970-479-7138 with any queshons Smcerely, � �'o Tom Ogg Pro� ect Manager Solans Development Attachments 2211 North Frontage Rd � Sulte A � Vail , Colorado 81657 � Phone 970 479 7566 � Fax 970 479 6666 I solarisvail com . � . � � � � � � ' � � 1f� C . �C �► LC� E� # DC� Suitdi�tg 1�ep�rtment 5eiuices SAFEbuilt Colorado PLAN REVIEW COMMENTS TO : Contractor Architect The Weitz Company Jim Buckner/Davis Partnership EMAIL : Barrv. Monroe(u�weitz. com Jim. Buckner@davispartnership.com FAX #: I RE : Spray Applied Foam Insulation NUMBER OF PAGES : 2 FROM : Eric Pendley DATE : 5/20/10 BUILDING PERMIT #: B07-00275 INTERNAL REFERENCE # : 11226 REVISION NUMBER : 23 OWNERS NAME : Solaris Property Owners SITE ADDRESS : 141 East Meadow Dr SUBDIVISION : OCCUPANCY GROUP : Mixed Use TYPE OF CONSTRUCTION : IA and IIA NUMBER OF STORIES : 9 The design documents submitted for this pro�ect have been reviewed for compliance with the locally adopted codes and amendments The following comments must be addressed to further review this submittal . For processing: Please submit (3) complete sets of revised construction documents containina the requested information or plan revisions with al/ revisions clouded or otherwise identified. Please respond in writinq to each comment bv markinq the attached list or creatinq a response letter. Indicate which plan sheet, detail , specification , or calculation shows the requested information Responses such as "will comply with code" are not adequate. Revised drawings must clearly show code compliance. A RESPONSE LETTER MUST BE INCLUDED WITH THE REVISED PLAN SUBMITTAL. Please be sure to include on the resubmittal the enqineer's or architecYs "wet" stamp , siqnature , registration number and date on the cover paqe of any structural calculations , all structural details and structural sheets of the plans For commercial or multi-familv qro� ects all sheets of the plans must be stamped Page 1 of 2 SAFEbuilt Colorado Eagle Office ✓ P O Box 1618 ✓ 1286 Chambers Avenue, Unrt 101 ✓ Eagle, Colorado 81631 Phone (970)328- 1790 ✓ Toll Free (877) 428-6412 ✓ Fax (970) 328- 1791 ✓C �Documents and Sethngs\Tom�Nly Documents\TOV Full Buildmg Permit�B07-0275 REV23_Response 5-27- 10 doc � � � � t Solaris Design Team 5/27/10 Response provided below in Green Text : BUILDING DEPARTMENT COMMENTS : ' The information submitted for the use of foam plastic insulation manufactured by Touch and Seal , product CPDS 1000 has not been shown to meet the requirements of the 2003 International Building Code Section 2603 This section provides further guidance that all foam plastic insulation shall meet the requirements of Sections 2603 5 1 through 2603 5 7 These requirements include an ASTM E 119 test required by 2603 5 1 , compliance to Section 2603 4 Thermal Barrier, NFPA 259 test required by Section 2603 5 3, ASTM E 84 required by Section 2603 5 4, NFPA 285 required by Section 2603 5 5, and NFPA 268 test required by Section 2603 5 7 of the 2003 International Building Code The submitted technical data sheet, item 4, does not provide the necessary testing criteria to demonstrate compliance to the 2003 International Building Code, Section 2603 Approvals shown for this product state " International Residential Code" and does not provide evidence that demonstrates compliance to the International Building Code which regulates the construction of the Solaris Pro�ect It appears that this product has been approved for use in Type VB construction/single-family residential structures Provide pertinent test criteria and evidence that this product can be used in Type IA and Type IIA construction pro�ects Please indicate in plan view where this product is proposed to be used Include the wall type , fire-resistance rating of wall and what walls are affected by this product installation Please provide full sized drawing and a seal and signature on all submitted documents from the architect of record for this pro� ect Because this pro� ect has been approved using many administrative modification requests, provide a signed and sealed analysis for the use of this product from the Fire-Protection-Engineer of record Combustible trim and finish materials have been approved for use on the exterior of this building This shall also be addressed and taken into consideration from the F-P-E of record and discussed within the analysis letter to allow use spray-applied-foam insulation Response : Please see the attached BCER Letter dated 5/25/10 in response to comments above. Ptease also see the submitted revised plans A2 . 11 , A2. 14, A2 . 15, A2 . 16, and A2. 17 that show the specific locations to use the spray foam insulation product. These revised plans have been stamped and signed by both the Architect of Record and the FPE of Record . Please refer to the cover sheet for information and instruct�ons for resubmitting plans. In order to avoid delays please check all requested information is included with the resubmitted plans Plan Review Comments Contact Person Eric Pendley Building Official SAFEbuilt Eric. pendley@safebuilt.com SAFEbuilt Colorado Eagle Office ✓ P O Box 1618 ✓ 1286 Chambers Avenue, Umt 101 ✓ Eagle, Colorado 81631 Page 2 of 2 Phone (970)328- 1790 ✓ Toll Free (877) 428-6412 ✓ Fax (970) 328- 1791 ✓C �Documents and Sethngs\Tom�1Vly Documents\TOV Full Buildmg Permit�B07-0275 REV23_Response 5-27- 10 doc 3 1 J � Marc E Esp�nosa Dav�d B. Robinson, P E Richard D Matthies, P E E N G I N E E R I N G Stephen C. Rondmelly AIA Lzac(ersfi � throu�k Engmeerin� Robert M "Mike" Cordero, P E , LEED-AP May 25, 2010 Mr Martm Haeberle Chief Buildmg Official Town of Vail 75 S Frontage Road Vail, CO 81657 Mr Mike McGee Deputy Fire Chief 75 S Frontage Road Vail, CO 81657 Solaris Use of spray foam insulation Gentleman BCER Engmeermg reviewed the proposed spray foam (Touch n Seal CP750FR) to be used at the Solans pro�ect withm the extenor column enclosures around the storm pipmg The Solans pro�ect is bemg built under the 2006 International Buildmg Code (IBC) and is of Type I construction Any materials used in Type I construction must comply with the 2006 IBC Sechon 603 Item 3 of this section refers to Chapter 26 ritled "Plastics" which provides the requirements for foam plastics used wrtlun the buildmg IBC Chapter 26 Section 2603 3 provides surface burrung characterisrics for foam plastic rosulation used m Type I construction Specifically foam plastic insulation sha11 not have a flame spread mdex of more than 75 or a smoke developed mdex of more than 450, where tested m the maximum thickness mtended for use m accordance with ASTM E84 Accordmg to the manufacturers cut sheets the Touch n Seal CP750 FR proposed for use has a flame spread of 15 and a smoke mdex of 250 tested under ASTM E84 @2-mches Both of these values are well under the requirements specified m IBC 2603 3 provided the spray thickness does not exceed 2-mches In conclusion the Touch n Seal spray foam insulation CP750 FR subrmtted on comphes with the IBC for matenals used in Type I construcrion Prepared by p01/ BCER Engmeermg, Inc ��,�e;P••�q•�Ftis�, G �•� A Rp•; O . . /G�� p� t� � / Gz%,��Y/� � � 3614�J �' : . : . . � �. :�� Todd Gardner, P E ��FSS��A�'��G�� Fire Protecrion Engineer cc Dan Feeney, Solaris 5420 WARD ROAD, SUITE 200, ARVADA, COLORADO 80002-1838 � TELEPHONE 303-422-7400 • FAx 303-422-7900 � GENERAL N � TES 21 22 23 4 0 24 25 4 0 26 27 28 19' - 1 " 19' - 1 7/8" 23' - 10" 16' - 8 1 /8" 19' - 0 1 /2" 15' - 3 1 /8" 7' - 4" 1 DO NOT SCALE DRAWINGS IF CRITICAL DIMENSIONS DO NOT APPEAR ON THE DRAWINGS, NOTIFY ARCHITECT 18' - 8 1 /4" 27' - 10" 9' - 1 5/8" 34' - 1 3/4" 26' - 3 7/8" 5' - 5 5/8" 9' - 10 1 /8" 2 IF DISCREPANCIES OCCUR BETWEEN DRAWINGS OR BEfWEEN THE DRAWINGSAND SPECIFICATIONS, NOTIFY , THE ARCHITECT FOR RESOLUTION 3 ALL PLAN DIMENSIONS LOCATING GYPSUM BOARD � — — — — — — — — — — — — — PARTITIONS ARE TO FACE OF STUD, U N O . 4 _ � 4 FINISH DIMENSIONSARE TO THE FACEOF FINISH AND — — 12 0 I 4 NOTES ` FIN° OR "CLR° � , — , �r� � � � Lc � � � � � � . 5 FLOOR PLANS NOTE LARGER STUDS AT PLUMBING WALLS, —� • - - - - - - A ELECTRICAL PANELS , & WASHER BOXES TO ALLOW � J � RECESSION INTO WALL PROVIDE CONTINUOUS FIRE • I RATING 11 1 /4" 6 DOOR ASSEMBLIES IN CORE & SHELL ARE 6° FROM FINISH I � � 3' - 4 3/4" 2' - 6 1 /8" • - FACE OF ADJACENT PARTITION TO EDGE OF DOOR LEAF , I � UNO � I � I � I r 7 REFER TO WALL TAGS, WALL TYPES, AND LIFE SAFETY TO • � R O� � r� SEE FIRE RATINGS, SOUND RATING , & DETAILS i I � _ � 15 � _ I I I I '; _ ( � ASSOCIATED I _ � ( C MPACT I � � � 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 � °, . C MPACT � � � I � � I DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 70 69 68 67 � � P25 9 NOTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 I � I I 71 � I , • I 10 �IRE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, • I � • I 1 ( I � PER LIFE SAFETY DWGS EDWARDS CO ORADO �16321 � � I A 5 2 6 � 1 I I P25 � • 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO A5 24 � � ( I P20 I STRUCTURAL DRAWINGS 9 7 0 9 2 6 8 9 6 0 F 9 7 0 9 2 6 8 9 6 1 � AD 80' - 9 1 / 12 0 I � P76 (11 /A13 03) I � � 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND P25 _ LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS � �— — — I _ _ _ _ _ _ _ �_ _ — �-v� g DETAILED ON SHEET A13 01 U N O • i I r 13 ALL COLUMNS ON LEVEL 3 THROUGH LEVEL 8 ARE TO � - - I I � ' ' I I I I N MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL � P20 N COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE ,� A 3 HOUR ASSEMBLY 16 " A5 2� ` I 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES 98 _ 7 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES � � ' N LOCATE WALLS AS CLOSE TO DUCT 16 COMPAC SI NOT TO BE LE S THAN 8'BxE16' XALL DRIVE DN 5 /o � I � • AS POSSIBILE TO ALLOW MORE AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' � I I I ( P20 � I SPACE ON OFFICE SIDE MINIMUM FOR ONE WAY TRAFFIC FOR 60° ANGLED I � PARKING o I I • 18 REFER �TO SHEET A1O3 03 FOR �INT RIOR CEILING � N AD 98'-3" — — I — — �— — — I — � 3 — I � O NENG AN' D SEALI GLDETAILS U N O S, AND WA — — � —� — — • • , 6' - 4 3/4�� CORRIDOR pFFICE �' I 1 T 1 - : R � � 149 � 147A _ � 40 � - � , N tn 4 0 � P4 � � �, 4 � BRIDG HAMPTONGNY11932 P20 �1 � I 631 537 3555 F 631 537 0558 • ( FF = 100'-0") 98' - 7" � 147 r I AD 0' - 9 1 /2' , 210 Edwards Vdlage Bivd , Suite D-207, PO Box 878 � � � 147B Edwards, CO 81632 � I ( DIRECTIONAL I �CO OFFICE . I 970 926 4151 I _ _ _ COMP CTi � i DELINEATORS� _ _ _ _ _ _ — — �' 147B — � D ISSUE/REVISION DATE NO 60 59 8 � � ° � � ( RAMP P25 2 I � v OWNER REVIEW 16APR08 � I I � I I I I DO� � A5 30 , � � CONSTRUCTION DOCUMENTS 8AUG08 � �� o I _ TOWN OF VAIL UPDATE 5FE609 Z A 80 /2 2 o SLOPE � � � � � � P20 Q O 12 '� I REVISIONS I ' � � _ _ _ _ _ _ I � _ _ E DESCRIPTION DATE NO � % � � � � � � I = / . 3' - 9" ° I ASI 2-UL UPDATING 21AUG08 1 I �/ O P7 _ � . � � � . �, ASI 22- DETAIL WALL ADDITION 060CT08 2 � — — — — — — — — _ _ _ _ _ ° _ I C CCD 067 - STOREFRONT 12DEC08 3 �- — `r' � UPDATES � � . ° I I I CMPT CMPT � � � � - T I I � TOV RESPONSE 09JUL09 4 � 0 55 TOV UPDATE 28SEP09 � 56 57 MIN HEIGHT � 5 � � � N CCD 161 03SEP09 6 ' 7'-6" AFF 1 ' - 1 " 1 ' - 10 1 /8" � � 4 0 5 3 • • G` CCD 182 27NOV09 7 N I THROUGH -OUT — — — — — — — GARAGE LEVEL 6 1 /�" I � I 3' - 4 3/ " 7' - 4" ( F = 100'-0") 98' - 7" CCD 188 02NOV09 8 I • CCD 225 29MAR10 9 � / I I I 3 1 /2" R � - I - TOV UPDATE 24MAY10 10 I I I �, . P14 M • M � (11 /A1303) � � MIN HEIGHT8'-2" AFF o P25 " i , 76 H — — — — — ---� P, s — — — i _ — — --- r— — — — ' � ' �, o ' — i rt-- � � � 2 0 �' EXIT ' � M 2 4 0 �,o° � PASSAGEWAY P M N 4 0 " � � = I � � I 150 I , � , UP 2 % � I � ' I ( FF = 100'-0") 98' - 7" P25 ° 00 � � P16 P25 117A � - - � N ' c� � �11 /A1303) BOWLING 7' - 33/8" 3' - 43/4" � - - - - � N _ STAINED CONC CONC I � 114 2� ' � 3�8�� R � � �- - - � 3 II 98' - 7" I rn � I � P20 �� -I - - - � � 4 2 14' - 31 /8" 3' - 10" 40 00 � CLR ii I R O (FF = 100'-0") 98' - 7" �— — — I - - - - � (11 /A13 03) P25 _ — J — — — P� s P25 — — P25 — M — — I — — I — — �r -I- - - � M �- - - - - -� . � �3p � C3 � � - - - - � � �° _' — — — — — - - = � c� I — — — sr. 11 — r — — ii - - - ii � (FF = 100'-0") 99' - 9" � '8 ii - - - - ° I K � , ao m P25 �c�. 5' - 6 1 /2" P25 N I � — — — — -� _ o CORRIDO � ' J ,� - - - - -� � `° r P13 � I �- -� - - - • co � � � P25 r I 12 � ALIGN I � u u • � I UNDERSIDE OF STAIRTO BE " � I , 0 2HR HORIZONTAL ASSEMBLY \ � � / �J • � • • � - � • � • � • - � - � /�/ � W P25 P 2 5 � . L L J.. � z _��P25 _ _ — FF= 100' - 0" ) � • . � DN : � � � � �� I � I 2 - 8 5/8 � � I (FF = 100'-0") 99' - 9" P25 c� � � o ( _ � (3) RISERS � O M 3' - 7 3/8" , °' ' � P25 �' C3 • STAIRS � � / O , � i� � P13 S5 _ — — � — � _ - - — — , — — — — -r-- — M � p �— � 1 ' - 6" MIN CLEAR v � � � � � ° � � � ' C3 Z 11 ' � ' � � • � - • • � • � • � - � • o, � �/ 6�� C3 C 3 C 3 ' � � � � � L.L 1116 � _ P13 - - - - - — — — — — — / � — N � � O � — — — P25 P1 — — — � — � I � � J � � � C 3 ;, O O O � �( n I..L IALIGN 2 KITCHEN HOOD EXHAUST � C� " ' � ^ p� A5 09 LOCATION AND SIZE TBD ° L� � ^ C3 RE RCP FOR ROUTING � � J r ^ � � � C3 � � � _ I _ � � VJ - - - - - - - - - - - - - - - - ,� P � Q - C3 C3 � � � " � • C3 / Q � � r � RETAIL ( FF = 100'-0") 99' - 9" - ,� � � / �g � C3 � C3 / � � J � 11 � � / � � / " __ O ...� � � � 0 / � � �� i � 1 0 SF DUCT ABOVE RETAIL � � 4 17 1 � � � � �-� �� ' � C3 ASI 003A � �� ; � � � � / � �.,, -� , t. � 113 I 2 �- �� ' �� ...r 2 � � � 4 o APPROVED �'�` Community Development Department � 4 0 � — — — — — — — � — — — — — — L— — — — — Q ,ry��j:� f ,� , ; ; � � G F � Gu � iding Safety and Ins� �ct�on Services I I � v ^ -- � � CS — � � 0 5 SF DUCT - I I � � I � - ABOVE ( FF = 100'-0") 99' - 9" R 53' - 3 5/8" ' NOTE FUTURE DEFFERED / �e" " ' �" ' ;r�`� -_ , °"""`�� ., ,. 4 N SUBMITTAL TO PROVIDE GREASE / _ �..e..� _ _ � �:o _, ,�� _. : v,r� C^��/Ir+2c;: D.� � A.. . c-° � �r�tial �F CO� EXHAUST FAN ROOM AND � CoL� � :. r� . . , . � �� _ �.,� .�^ n�o cr grar� , , > ; ,, _ , � �all O I FUTURE GREASE EXHAUST I � not bc c^� ,�"r_ �' ; � ^��Fc _ : �� ;: cr � � uppsc � _; � `, ^ ^� �� on of � P1 ENCLOSURE � / , any cf i,;,, � {�, ,�, ., ;�� _ , tV, .N � _ ., :. � cf �., ,,r yc, th � r o,� �, _.. , ., `{� T` N lV��.Sd�II.' vl f" l. � .J t.. .. � i � .� � i��v G:��I fQrll� t� L �. 1�.�. ,y �...rivP.� lll� � � � - „ - ; - �� - -� - ' rot be �l( t�9. 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B � ,� – – � I – – � – � JOINING AND SEALING DETAILS U N O – – – – �---- – – � – – – – -�-- – – —�- – – --�--- – � – 4 3 107' - 8 1 /2" ' � 3 3 �g A5 08 I � N A5 07 6�m8 , _ „ � � 6 8 5/8 N 1936 MONTAUK HIGHWAY � I ( FF= 114' - 0 3/32" ) ALIGN � � I 5' 5" I 27' - 2" � ( STAIR TO LEVEL N BRIDGEHAMPTON , NY 11932 1 PARKING ' COMPACT ( 631 537 3555 F 631 537 0558 � 27� _ 2�� 45 44 43 42 41 40 P ALIGN � � // 10 210 Edwards Village Blvd , Suite D-207, PO Box 878 , Edwards, CO 81632 � - 970 926 4151 47 4 � STAIRS �. . � N P15 � / 2 � � � DN STAIRS P _ _ i i � i i i � _ o � ISSUE/REVISION DATE NO — — � -- ' i _ i i i i i i � P20 20 � — — — — � P75 r/ 3 � 6 � n �n I � P15 UP � A5 04 ( OWNER REVIEW 16APR08 A5 04 � i P �. TRASH RM CONSTRUCTION DOCUMENTS 8AUG08 � � N � ' P75 TOWN OF VAIL UPDATE 5FEB09 %' � i UP P15 � N ' P1 � - 1 � ' � � � � 220 TRAS RM , / MACH RM � . . � � 22 � � 241 , ' . - :_� — - - - � . �. , � � _ o��- - . . _ . � . 3 2 p g 4 _ 0�� . , / REVISIONS o , 2 P20 22� R 0 � 1 ELEV — �' E DESCRIPTION DATE NO � _ELEV— — 220 � - r � � „ � � o " . 0 0 • o � � ch 10' - 1 1 /4" � � 10' - 6 1 /8" 7� - g �/4� o P73 MACH RM T O V UPDATES O4NOV08 � ° P2 P13 P13 � � p� 3 � U " P15 � 222 °' RFI740 03JUN09 2 c� 1 ' P� • � _ _ - � P2 P19 � `�' — ' r _ � C TOV UPDATE 28SEP09 3 � _ — — — — P2 — � � � � � . . � . � P2 P2 N co r STORAGE 252 03NOV09 4 cN�v N P2 . � . � • • � . � • - — _ ' CORRIDOR I 1 ' - 6'! 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COM ACT 6" CONC CURB P20 I � � M ASSOCIAT DTINGS, SOUND RATING , & DETAILS ' � � � 8 AREAS WITH DEFERED SUBMITTAL TAG INDICATE 2301 BLAKE ST , STE #100 19 , 17 16 °r° I 1 14 13 12 1 _ P4 � � I � � DIAGRAMATIC PURPOSES ONLY DENVER, COLORADO 80205 1 Q ' $ - 3 M 1 ' - 2 3/8" �' - 3 1 /8" I � � 9 NoTE PANIC HARDWARE ON ALL ELECTRICAL ROOM 303 861 8555 F 303 861 3027 I I I � I 9� - � 9� � 0�� ° I P20 , I 10 FDIROE COMMAND ROOM TO HAVE 1 HOUR RATED WALLS, 0225 MAIN STREET UNIT C101 • 6�� CONC CURB , „ � pg I �, 5„ I PER LIFE SAFETY DWGS EDWARDS , COLORADO 81632 76 ' • 16 44 - 10 1 /8 I 11 FOR GAUGE OF EXTERIOR STUD WALL REFER TO 16 STRUCTURAL DRAWINGS 970 926 8960 F 970 926 8961 . � � 12 ALL COLUMNS ON THE GARAGE LEVEL, LEVEL 1 , AND — — — — — — — — — 7' - 6" — B LEVEL 2 ARE TO MAINTAIN A 3 HOUR ASSEMBLY AS 108' - 10 15/16" I ' � ' � . � ' � ' � . � ' I � � R 8�� • 13 ALL COEU�M SSON LEVEL 3 T ROUGH LEVEL 8 ARE TO 16 � 109' - 4 5/8" MAINTAIN A ONE HOUR ASSEMBLY, EXCEPT FOR ALL o COLUMNS LOCATED IN THE LOADING DOCKARE TO HAVE � � `� I A 3 HOUR ASSEMBLY 6" HIGH RAISED `r - 14 REFER TO SHEET A13 01 FOR INTERIOR WALL TYPES �5� COMPA I N 15 REFER TO SHEET Al2 02 FOR EXTERIOR WALL TYPES CONCRETE WITH F� r I I SNOW MELT RE MECHANICAL �� I (WARPED SLAB) PERIMETER CURB �� N 16 ALL FULL SIZE PARKING SPACES TO BE 9' x 18' AND ' COMPACTS NOT TO BE LESS THAN 8' x 16' ALL DRIVE U P 5% � AISLES TO BE 24' MINIMUM FOR TWO WAY TRAFFIC AND 16' MINIMUM FOR ONE WAY TRAFFIC FOR 60 ANGLED 6" CONC CURB COMPACT PARKING I 17 ANGLED PARKING TO BE 60° U N O U P � � I _ 18 REFER TO SHEET A13 03 FOR INTERIOR CEILING I I HOT APPLIED I I I I I r PENETRATIONS, WALL PENETRATIONS, AND WALL � — — — — — — — — — — — — — — — — — — JOINING AND SEALING DETAILS U N O Y WATERPROOFING I � TERMINATION 6" CONC CURB � M COMPACT � II 4' - 5 1 /4" I 5' - 9 5/8" I I I I 0 I � � 0' - 2 23/32" � 1936 MONTAUK HIGHWAY BRIDGEHAMPTON, NY 11932 � 631 537 3555 F 631 537 0558 ' • � • � • - • - � - � - � io N `— COMPACT � ' I p� g I I I I I � 210 Edwards Village Bivd , Suite D-207, PO Box 878 I 110' - 4 11 /16" �,� / A5 25 � I , Edwards, CO 81632 970 926 4151 � - - - - - - - - - - - - - p ih � 8 � � � 9 5/8" 10' - 4 7/8" 13' - 9 7/8" 8 3/8" _ _ ISSUE/REVISION DATE NO � P20 � s i T I I I I SENSOR LOOP I I � OWNER REVIEW 16APR08 P75 1 ' - 7" BI LEVEL p2p � � ELECTRICAL ( FF = 114'0") 113' - 9" I // DRAIN I 3 � o M CONSTRUCTION DOCUMENTS 8AUG08 � � BARRIER GATE A5 30 v TOWN OF VAIL UPDATE 5FEB09 METERS = 223 _ I p 111�'`L�• r /� — — � _� — — — — � — — I o0 �, � • - E � REVISIONS P2 110' - 2 3/4" CURB � _ DESCRIPTION DATE NO N 1 ' - 7 1 /2" � � • • . � o � (FF= 113' - 9" � � � co 6' - 4 3/4" BOILER FLUE I � 2� _ p�� L _ _ J � _ _ _ J I I � � � ASI 26-P A R K I N G I S L A ND DIM S 1 7 0 C T 0 8 1 � _ — — — R o_ CHASE NO FINISH FLOOR TICKET VERIFIER o C CCD 056 -STOREFRONT 25NOV08 2 R O NO GYPCRETE P7 P20 I P20 Z47 � — I — - 12' - 0" 12' - 0" � I � • . ( _ � r CCD Date 3 Q ( ( , � N RF1930 09FE609 4 I TICKET DISPENSER P20 '- RFI 616 20MAR09 5 M �' M 15' - 2 7/8" m 6' - 6 3/8" �' 2 1 /2" P20 � 9' - 5" LECOM � — — � � � � � � ' 221A � 0 � 24A � � I I : I `� RF11173 12MAY09 6 � ' TOV UPDATE 28SEP09 7 � - — � — — — • p — — — — — — — — — — — � M a, I I � � I I I CCD 159R1 29SEP09 8 Z �n . � P20 • L — — — L — — — J • • � CCD 162 04SEP09 9 '`r I � - � � � 224A � ASI 068 09NOV09 10 `n P25 (FF = 14'-0") 113' - 9" (,) _ � � � � � � � r., PA � • • • ' � ' • � • 6, • • � ' • � • BARRIER GATE _ ' CCD 196 01DEC09 11 M p2 o P20 I CCD 197 02DEC09 12 _ 35 _ �_ _ _ P25 � `" _ _ Q _ _ _ I _SENSOR LOOP _ _ +_ _ _ � P20 _ _ CCD 197R1 10DEC09 13 � "co P2 � � N v � 3' - 9'6' - 4" N RFI 1630A 17DEC09 14 � � T � CCD 197R2 22JAN10 15 0 0 - � r N N in � � 0 � T TELECOM rr � CONC CURB DIM o TOV UPDATE 08FEB10 16 � M � co � T � � � � � P20 � � � AS1075 29MAR10 17 � �( FF = 114'-0") 113' - 9" SPA � STORAGE I oo � co � 224 P3 0 ? P25 I I I I CCD2 82 31APR10 19 �J P2 � 224 � P20 � � 235 244 c� TOV UPDATE 24MAY10 20 � 9' - 11 1 /2" FINISH , � (WARPED SLAB) i o � � 2 A3 12 co 4 - 9 , M 225A _ HOUSEKEEPING � IN �, ' I P2 I r _ , „ °' I OFFICE I I I I I ! ' r ' ( FF = 114'-0") 113' - 9" _ � 5 - 0 � � Z� NO GYPCRETE M P3 254 � � P20 _ � LOUVER P2 254 BREAK ROOM 1 M P25 44 � P2 _ � � A5 23 � � � ( _ � 225 � � � RB ' J � �' 12' - 3 3/8" a, P3 14' - 5 5/8" °,' — I — I — — — I ' — I — c� 09B � — � — — — — `� — —TOILET — N — — — — — — — — 5' - 3 5/8" 5' - 1 1 /2" . 1 ' - 1 1 /8" 2 256 A5 0 � • • ( , - STORAGE � S�TORAGE P1 � GARAGE o I � I K j � � 255 „ � ' - 21 /4�� P36 258 � � I ENTRANCE � N I M ) J " TOI LET - 8 � �4 � / � 256 P13 � 242 N/� • � o • w .� �' c7 • — • - - - - — • • • � • • � li I DN I T ' \ � � ■ 257 �� P39 P3 . T EXH�UST ABOVE ALIGN � • . / '� LOUVER � � w — � P39 — � 15 � I WI TH FACE �' � � � � 0 P36 i i _ EXHAUST JOGS NORTH � � � � � _ � I..f� C� z o � ° � P2 � P� s STAIRS � � - - - - - - � X , i � �F I M I Q � _ � � O� �� I c� i•� � P25 � P 5 co ScJ _ � - PROVIDE ACCESS PANEL � _ COLUMN � � � � � � �- � � 2 � 2 S - � ° " �"_ M � I �° I Cl) � O C3 O — — — — P21 � - — � - — ' ° - STEELENCASED t— — M � (V N S6()'o � O - ' � I � � �� _ p ; . . . . , � � � � � CONCRETE 6' - 7 1 /4" I o 114' - 5" - � O Q � r � �� CURB � �, � � � � � � � • • � � � � � � � � � • P25 � s � � • P3 � _ � 'v 25 P25 5' - 0 1 /8" P13 EXIT R 19' - 0" � °' I � � � � � � C3 p2 T 226 ( FF= 114' - 0" > pASSAGEWAY P 9 " • • � � � � `° N W Q W — — FF = 114'-0") 113' - 9" — - - — — —3' - 2 5 ' - — � — — — — 7 7 1 /4 J `n 226 0 , „ � P15 — � z � � cuRB - , � - - -� - -� - - - � J � I M - - I P3 N c '� P25 � � R 18' - 0" � - O I N c �, P2 co � o P25 i�s � � N ` O O RETAIL 13' - 51 /4" in � � 66° RE STRUCTURAL `� ' � � ,° � ' ` � 2�9 C3 , ^ „ FOR TOP OF p o � V C3 � C3 � - 4 718 CONC WALL ' 7' - 2 3/8" 7' - 2 5/8" � ( FF = 114'-0") 113' - 9" /TO R O � „ I _ � � OPENING TO GARAGE � � D� — � — � � , . �� 1j2 � � M R6�� 113' - 8" — — P .J INTAKE SUPPLY i/ °' C3 � � r' / . � �o 0 16 � � DUCT ABOVE FOR � P25 6'6 � ^' � RETAIL 209 = / � ' r I � � CV � � � Ii. � , ,. � �3 � �� N : , �� P25 � �. � � � � r Q ? 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L E V E L 2 E N L A R G E D ( I W 4' 0 3/4" � R-38 SPRAY FOAM I � / I I I I T `1 � � �0 RE(�'j�, = P LAN -AREA #4 • Z � 6 � INSULATION ("TOUCH AND P15 / �� O .•- •••. �'F= r I11 E1 � , 211WE � � � : p � J N SEAL" CPDS 1000 AT o �� G� :� '9•'':�t�`: = Q 3 11 � � � STORM PIPE LOCATIONS / ,�o O ; ;�f_L/ . 7 . U r � � �3rS1 A6 0 � � � � � C3 C3 � > '° ': r • � � o � � � � � 9 ,� S ' Zs�"•�� PLOTTED 5/21 /2010 3 17 00 PM "v � " �it` � •••. . ..•••'� �c+ ! � � � � o — — — — � =FsS/��A� E�G? e°� CHK' D BY Maggie Fitzgerald, AIA MATCH LINE , . , I � � � � � � � R /C s`�� / y�� 1 OO COPYRIGHT 2006 BY DAVIS PARTNERSHIP P C , ARCHITECTS 1 RE 1 /A218 ' — ' — ' — ' — ' — ' � � , ( � � !/ u � � N S' ZS'�d SHEET NUMBER , � yfl. • C 05 • • L EVE L 2 - AR EA #4 I (ALL PLANS THIS PAGE) � � 1 /8" = 1 '-0" FINAL CD ISSUE - 8 AUG 08 D P A PROJECT # 06232 00 . � - - - - • - - - - - • — • - - - • - - - - - - - • - - �