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Home My WebLink AboutB14-0019 Review set plans APPROVED Received B 14—0 019 � �� By Carolyn Godfrey at 3:16 pm,Feb 20,2014 VA I L F I R E S TAT I O N ■■ � �I�' f �� Q� ��1� C I TY: C I TY O F VA I L 2000 CORPORATE DRIVE CANONSBURG,PA 15317 C O U N TY: EAG L E C O U N TY PLANS PREPARED BY S TAT E : ° � COLORADO � ��. DESIGN TYPE : DISTRIBUTED ANTENNA SYSTEM (DAS HUB) m�y��e3�38,�2z�� AARONZIMMER �f��:303-3�3�57� architect aZ@ZYmR.co LIMITATION OF WARRANTY AND ARCHITECT'S WORK PRODUCT: APPLICANT: CROWN CASTLE USA — ' e DESIGN REVIEW �„,a�.=, �=,a�a y , � g ,d �,,o�= PROP. OWNER: TOWN OF VAIL R.O.W. ADMINISTRATIVEAPPROVAL �� yJ p p COPYRIGHTO2014 Studio Z Architecture,LLC B s ence at 2:45 m, Feb 24, 2014 ��,e��o�st�d.o..�,«�e��e �' p �.,P n e�ed.�n��ne��e� SEAL: StTE INFORMATION VICWITY MAP APPROVALS P OF CO�p�qO PROJECT NAME: VAIL DAS CONSTRUCTION MANAGER: � DESIGN TYPE: DISTRIBUTED ANTENNA SYSTEM (DAS) �„ CROWN REPRESENTATIVE: i_� JURISDICTION: CITY OF VAIL '� w LAND OWNER: � R � _�_ � 4�, ,, 2 07 COUNTY: EAGLE COUNTY � e,��'�� STATE: COLORADO ^-� �+° V N.T.S. reP n,� r,,,, � ZONING CODE: , "n` t°" �� OCCUPANCY: MIXED USE: ACCESSORY TO B—OCC. (ADMIN.) - � "3 � DRAWIN IND X OCCUPANT LOAD: N/A �,e�=aaew�r G E CONSTRUCTION TYPE: TYPE I—A `�� `'^. �� 2( /I Fu��v SPRINK�ED: vES � � SHEET SHEET TITLE ,� � A.D.A. COMPLIANCE: THIS INSTALL IS UNMANNED & NOT FOR HABITATION - No. ISSUE DATE: ,o�R � P � GOVERNING CODES: ALL WORK AND MATERIALS SHALL BE w E � � FEB.� 0.2014 INSTALLED IN ACCORDANCE WITH THE 2012 IBC �.�,�., . � - � T-1 TITLE SHEET e nF✓a�;P i�r�r k� AND 2011 NEC CODES AS WELL AS CITY & <;� . ., �' . A-0 SITE SIMULATION COUNTY TELECOMMUNICATION FACILITY REQ'S. ,,. � �� i � SITE INFORMATION: r. .,.� rr:=,' �3 �:•`" LS-22 LAND SURVEY APPLICANT: CROWN CASTLE USA � g , PROPERTY OWNER: TOWN OF VAIL �� AS-1 ARCHITECTURAL SITE PLAN DAS INSTALLATION _ POWER COMPANY: HOLY CROSS ! TELCO COMPANY: CENTURYLINK i �� A-1 LOWER LEVEL PLAN { A-2 UPPER LEVEL PLAN 5 I T E � A-3 ROOF PLAN NODE. � : A-4 ELEVATIONS 4' .�. ` ; ? � A-5 DEfAILED BUILDING SECTION AND DETAILS } : h� �� Y � � � ? S-1.0 STRUCTURAL NOTES � �c� S-1.3 STRUCTURAL DETAILS �„w:o r., `� �; GONTAGT INFORMATION FROM oEN�ER, �o: DRIVING DIRECTIONS � � CONSTR.MNGR: FIBER ENG.: CROWN CASTLE HORROCKS ENGINEERS 1. TAKE I-70 W TOWARD GRAND JCT 87J MI BUILDING—MOUNTED INSTALLATION CONTACT: DANIEL NUESKE CONTACT: BRIAN CHRISTENSEN 2. TAKE EXIT 173 TOWARD VAIL 0.2 MI PHONE: 720-355-6817 PHONE: 801-763-5207 3. AT THE TRAFFIC CIRCLE, TAKE THE 3RD EXIT ONTO N FRONTAGE RD W 400 FT SHEETTITLE: ARCHITECT: siTE IS LOCATED AT THE NORTH FACE OF THE VAIL FIRE STATION #3 DO NOT SCALE DRAWINGS STUDIO—Z ARCHITECTURE, LLC CONTACT: AARON ZIMMER CONTRACTOR SHALL VERIFY ALL PLANS, AND EXISTING DIMENSIONS, AND CONDITIONS ON THE JOB COVER SHEET PHONE: 303-870-2276 SITE, AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME STRUCTURAL ENG.: STUDIO 8.18 �°"TA�T: �°°Y B°"^�� ° UTILITY NOTIFICATION CENTER SHEET NUMBER: PHONE: 303-255-3664 � TOLL FREE 1�800�227�2600 T_� THREE WORKING DAYS BEFORE YOU DIG � �� _ ', , DESIGN REVIEW � �,r ADMINISTRATIVE APPROVAL ° rQ�� Q� �f'�� BYlspence at 2:45 pm, Feb 24, 2014 r.[a.+wa[�ru. 2000 CORPORATE DRIVE "a�-o� CANONSBURG,PA 15317 p �� P'� MHA' PLANS PREPARED BY: •-rarr[r.•ru witt rNrrt ✓,` �' �a�.�,��,M � �- + �,,,�._,,� �.�„�� ' ��' l �, a.a.Pu�u� � �I \�� I l� t p , � � ��• �oas vuu � ��-°� .�----,.. _ � Nad� 22 -� Bu�i[din� Mouunted Antenraas - Mas� ��z.%1z.�� moh;(e:3a3.8yo.sz76 AARON ZIMMER �4,�„�,�-. �'/° �'��. � , 2399 N�rkh Fr�anta��e RQad lNest �r��3�3.3�3�5,� architect ,,y� �y� M1 r aZ@ZYmR.co '" ' � � `� �` ORK PRODUCT' _ '•:. �'�r � �'�I.j� �' - :.,, A'�,,i��., +� -E„� �� WARRANTYAND .. ., � , _- --� -,_ „ ' ,�^..� �+� W i _�_ � � ��{��:h�-� ;;-�;�; Photosimulation Prepared by: CSAi nra = a=aa r daro= a �� .:� � � ��o e�r,o n P k�9=a ,I : _ � _ COPYRIGHTO2014 Studio Z Architecture LLC t� � ,��,� ;�'� �L � �� ,n,e��o�s��do �� e��e ' P `.,P ed.�n�� ne�.��e, ..s.r��_ �� '1-`��ts-- r:,",� .��_ - ,. .� s" �� F� � SEAL ' '�Ik.. � �� `�. F C� � � � � � � � � �f 9 P p i� O I'i T.O. C�� BLDCx. RIDCx� * R * �- 32'-�" ,4.crt.�. 2 07 . � _,,�,� � t'c� :�it.' V i � � � Y . ,: � ,� E I'; ��IStI Cl 'g .. , r^ `' ,}.�, � ,; - - �1�. .2�l � � - � � ,�, ; �� ISSUE DATE: � r �.:�' �� " � � ;_�� ''`�� FEB.10.2014 l I 4 � I l..f'. 4;1� " � 1 .. � � �. �r��-- � a ��«��` SITE INFORMATION: � '.��:��z�t ��. �� '�.—�_ .:� � - . r� " �"� - - DAS INSTALLATION °� ,a _ - y r� I��, y. �• �� f * M ,�. M r�� , IC� .. x��=•. ` - � _ � �.- NODE. ..��. � �! � . , r k „ . , : � . w . t� .� .'� � � � . � � -. .- . • . .,.F _- r a . , _ � .� _-,,.� ,, ' � f l�.�F -'�{� _ � I� _�1 �:. �,�.. . w � . �' - �: � �� . . � r _ � � • � y,� 1 • " ��," „ __ -_� �,_� -- �. - ' •` ��"l �_+ .y�. � �� .. ..r. I � .—` } � r^' ! �� ,'. .., ~S . �k{� . .:� � ---.' ..�1 y' �� } -`�' .Y� � :. . � '��,�� . f � . . �� . �p� ��. .1� � . . i� o , -�� . . I�: Y,{ y, ,��;' y`,� � � *�� # � ��,,�. �p i� 1r� �� 'r �� .� ' R--"' °�'F°�� '� j" �` �. 1' � �.� �1h� ,,/ �� , �� .-�� ,� _ ,� . f, i �► ,;;�- . ;; ` � ;/� _ "��, .�,,�i � •�Y ,•� / �; �� BUILDING—MOUNTED INSTALLATION �'t " ..* � � SHEETTITLE: ti,�l¢�' " ' ti �1*�'� . {�, 'y,r��#� � ' ,y' � . � �,��, "`�� +:� � �,� _ .. -- ._ . � � SITE `� �¢ � �� a� t� ` SIMULATION Aerial f'�ap Propc�sed SHEETNUMBER A-0 LEGEND �� ` �� 'M EXISTING INDEX CONTOUR _--5050—— EXISTING ELEC. EQUIPMENT � , �� EXISTING INTERMEDIATE CONTOUR--5051—-- EXISTING WATER VALVE � '� EXISTING CONIFEROUS TREE � EXISTING WATER METER � SE1/4 SECTION � � EXISTING BURIED ELECTRIC BOX ❑E T�JS, RH�W, 6TH P.M. 2000 CORPORATE DRIVE EXISTING DECIDUOUS TREE � CANONSBURG,PA 15317 EXISTING WATERUNE WAT EXISTING TELEPHONE PEDESTAL ❑�" EXISTING CABLE TV LWE TV TV EXISTING UTILITY POLE � PLANSPREPAREDBY: EXISTING OVERHEAD UTILS OHU EXISTING GUY WIRE & ANCHOR � EXISTING GAS LWE �� EXISTWG STREET LIGHTPOLE � PRECISIOIV SURVEY IX IVIRPPIIVG�IIVC, EXISTING ELECTRIC LINE ELE EXISTING SIGN � PROFESSIONAL LAND SURVEIING CONSULTANTS EXISTING TELEPHONE LINE TEL EXISTING SEWER MANHOLE OO I�NDSCAPE EXISTING SANITARY SEWER SAN EXISTING STORM MANHOLE OO LIGrIT (TYP.� �� DENVER, CO ORADO 80 37�� EXISTING STORM SEWER STM EXISTING WATER MANHOLE O �\�_ OFFICE: (303) 753-9799 � � FAX: (303) 753-4044 EXISTING FIBER OPTIC �IB EXISTING FIRE HYDRANT � ��' �� NO. DATE: DESCRIPTION: BY: EXISTING WOOD FENCE '� EXISTING TELEPHONE MANHOLE � � �� \�� t o9/�z/�3 REVIEW D.K. EXISTING WIRE FENCE X X GRASS � EXISTING ELECTRIC MANHOLE 0 I EXISTING EDGE OF ASPHALT EXISTING BURIED TRAFFIC BOX I] — 7928 EXISTING PROPERTY LINE ——— ——— EXISTING BURIED UTIUTY BOX ❑� �S � — Q EXISTING SECTION LINE - - EXISTWG BOLLARD/POST • � � � EL� � EXISTWG ROAD R.O.W. LWE ——————— EXISTING CABLE TV PEDESTAL ❑cATV �U�B & �� GUTTER (?`!p.) � / �..........�.--- EXISTING BUSH � EXISTING TRAFFIC SIGNAL � 0 ��P� ��'( m / EXISTING GAS METER �°M EXISTING ELECTRIC METER ❑E" P' � � MULCH & ANTENNA CENTROID � EXISTING ELECTRIC PEDESTAL ❑E�f `� � BUSHES EXISTING IRR. CONTROL BOX L� n N i NOTES Q "� � �� 1.) THIS SURVEY IS NOT INTENDED FOR PURPOSE OF TRANSFER OF TITLE OR �� / � � SUBDIVISION OF LAND. ELECTRIC GE� �� 2.) THIS IS NOT A BOUNDARY SURVEY, LAND SURVEY PLAT OR IMPROVEMENT �E�UIPM=NT �OO��P �1 I DATE OF SURVEY: SURVEY PLAT. W s �� Meu�HE s I� � �`''� SEPTEMBER 1 1 , 2013 3.) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY PRECISION SURVEY � ''�� E�E '� & MAPPING, INC. TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. � \ � \ SITE INFORMATION: 4.) THIS SURVEY DOES NOT PROVIDE ANY DETERMINATION CONCERNING � �� E � WETLANDS, FAULT LINES, TOXIC WASTE OR ANY OTHER ENVIRONMENTAL ISSUES. � � ��/ <<� VAIL SUCH MATTERS SHOULD BE DIRECTED TO AN EXPERT CONSULTANT. � �� E� � ��. � 5.) THERE MAY BE ADDITIONAL BURIED OR UNDERGROUND UTILITIES IN THE AREA � �926 _ � GRASS S�M � \ NODE SITES WHICH THE SURVEYOR IS UNAWARE OF AND NO LIABILITY FOR SUCH IS ASSUMED ��. �� 926 ��' S�M� �S DAS INSTALLATION HEREIN. ALL UNDERGROUND UTILITIES SHOULD BE FIELD LOCATED BY THE G � � APPROPRIATE UTILITY COMPANY PRIOR TO ANY CONSTRUCT�ON OR DIGGING ON �� r� �cM OR ADJACENT TO THE SUBJECT PROPERTY. /� � ��N� EAG E'COUNTY 6.) THIS SURVEY IS VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE � �'I��n��G OF THE SURVEYOR. \ g�`�� SEAL: 7.) THE PROPOSED ANTENNA CENTROID SHOWN HEREON WAS PROVIDED BY S i GRM i �_�� SURVEY CLIENT. PRECISION SURVEY & MAPPING, INC. ASSUMES NO LIABILITY FOR uRAl�d �, cHR� ql� DEfERMINING PHYSICAL LOCATION OF THE PROPOSED ANTENNA. sTaT o' � .� OWNER: TH T GRAPHIC Mq�'A TOWN OF VAIL IM HOWN HER ��4 T I� R ECT� T E 0 Y K • A RESUBDIVISION OF TRACT D, TH oo � � N � A RESUBDIVISION OF Bo �SURVEY OF H LE�S BENCHMARK � VAIL DAS SCHONE FILING N0. 1 � PRO %��••.••��. NGS MONUMENT DESIGNATION "SPRADDLE" PID I A RESUBDIVISION OF PARCELS A & B � ``� AB2083 ELEVATION=8287.56' (NAVD88) CHRISTOPHE 1158 PROPOSED NODE 22 SHEETTITLE: BASIS OF BEARINGS LATITUDE: N39.62804° (NAD83) COLORADO STATE PLANE CENTRAL (NAD83) LONGITUDE: W106.42226° (NAD83) N O D E 22 TOP OF BLDG. PEAK: 7957' (NAVD88) TOP OF ANTENNA: 7959' (NAVD88) �O� S� O� �O� 2O� SHEET NUMBER: GRAPHIC SCALE: 1" = 10� L S 1 /2°� /� - _ -� � / Fu,�,u�c�r�nN�x �� 0' (NORy�1� NOTE: � �RRC91 ., H oUSfN[�PR4IFC7 � �y 1 � ALL BACKGROUND IMAGES OF THE EXISTING FIRE � /`�"` 'Z"'' �, ��uTairr A_0 �,',,.f T � STATION ARE FROM THE PERMIT CD SET ISSUED • �--� ��-- 'f 's ERS�MENr ' I �� I I ' ON 6/10/2010 BY BELFORD WATKINS GROUP, LLC. � �_ �3� = z. .� �i ' � ��zi s:a t �.i I 2000 CORPORATE DRIVE THEY ARE FOR REFERENCE ONLY. rYP ' :�� ,f�'! i i T � CANONSBURG,PA 15317 R�TAININC�—4 --"�' / 4YALL5 I .. . . � / I . 26aooa e 'w.. 'A '• Fa �=; i� l i I I. � I � PLANS PREPARED BY: \ � UTILITY TYP. � . !f � �f I ��STC] f /i,,�._,�\ I ,o CAS€MlNf �f t; � CIYIL � � MOUNTWG BRACKETS .. ,.� ,,` �i,Q� aNie�RE: � _ � PROVIDED BY INSTALLER � � I t i � f � cu u2s � ��• 25�� 327313..0 ��(-. / . TYP. �t+�<.[tSE;vf—� I . i ORIV W�Y � 32i3f3.B � COrvN�CTIOrt � � 2-3/S" A N T E N N A M A S T PA^CEL z'+`P. I �r� fy� �-�Y�P;t3 g f 'i lrowlnsr � i.tn nce€s �y'f �.� r-' z�a,ar ��/�.o+� FF nS'u � moh;(e:3a3.8yo.sz76 AARON ZIMMER 'f`' / ��P� Y�•}'J.:�'I� — .— of/ice:3o3.363.8g�q architect � � ..'I /� . I �� . � � ! ELEC 333.n � f�i tiz a� » � f �or�ni��,st,� I aZ ZYmR.co � i.�sf��FnF xFOwKER �� - LIMITATION OF WARRANTY AND 3�z��3.c � � � f `��{ � ~I ARCHITECTS WORK PRODUCT: ANTEN NA TMv- �° � 3z�3 .�-:,, � r ��.t,��F � r q civ,d , i AZ I M UTH S �]��8�� a' �j �a6°° NEW ANTENNAS, i � tl refNC�r" cwN TYY MWNTED TO J ,n i °w� H€' �a 4 �� ree a€, NORTH FACE � , I ��n ra�.�, ��a�a ��o e�r to rn P �k�9�a a�o�� i - �� J1 , y i ' � I COPYRIGHTO2014 StudioeZ Architecture,LLC NOTES: � /�� ziai3.E.x � ! I '�3 � � t 1. FIBER & POWER LINES ARE FOR REFERENCE Qd1�`C. REFER TO � . , �� I4 y�-��TMP ; � 1 '� � 8 r.s,,�a;e� ° P �.s P °d w�^�°� M1e w�°e FIBER DESIGN DRAWINGS FOR ACTUAL PLACEMENT AND DEfAILS. � , - � � � - �f ' ,�� _.• T"-._�-_J 1 � ... .�'. . TYP. �� I { � -�--�-1tAS[xl.0 � Z � ��',.� . . �' I SEAL' 2. PULLBOXES ARE SHOWN FOR 6ENERAL LOCATION ONLY. ' � � � � i - � EQUIPMENT 1 �rzrnci� � � �� CO�O ACTUAL LOCATION TO BE F�ELD LOCATED AND SITUATED TO AVOID f f i ��G iQ ANY IMPENDING SITE FEATURES, SUCH AS ROCKS, TREES, $,-0. ; ROOM � �.� 1 �� I Q- 9� LANDSCAPING, FENCE POSTS, SIGNAGE, EfC. ,I� �T��T'� 1 � �,I 5 � ..'s2v,a.n! i O f�EASEPNENT � � `r�-�r� : R.�':CIV;E' I� f i � ARCPIITLCYURA.L � �y�,"�t;Z91� � �\ ' � a j flrt•�.FLQ4�R lUU'�U" � ir"� � � �y * R * �,/ ; , ��.,�s s�rE�� _�` - 2 07 WhTER ij 's�25.S � �r I I � ENTRY { � �� f3313F3.6 f �'' � / • /� RE�CIVI4-�.i 3 � rl�� . ' a iYf�. j � l3TLITY l.' � � � � �� - ; ER5lMENT �� 1 �I 7z'I � RELOCAiE (E) WHIP ANTENNA 1 ; �� +'� E / TO SOUTH FACE. COOR'D. FlNAL ° ,4'i s�1J,�,�� ' f� LOCA110N WITH FlRE CHIEF. --- _ i r �� rvtEr R[ r � ��. ,�f/1 I / � i FC7C '•`----__, i rll �� 3�.:5iv3stsc ; �-'" 1� l�L� � �'� � ------ - -- ---- ' � �f � '�tYP �, .'3zY3,3.c ISSUE DATE: T '' -�-_ �C� .��;� , TYP �` '�, _ _ ----_--- - - _ - -,; �z,�,3.� �' r � �,N»q�� FEB.10.2014 RETAENINC l 85i0@68 � I 321773,A �' � �7'I I RE:CNI! LVAlLS �r RE 7FA 1 4 " � ,,�--321713.0 SITE WORK GENERAL NOTES: -� — .� � �2��-� _ � �� ! � � T�'P� SITE INFORMATION: ,,�( t � f - inry'�n annrvtsoi� � na �f/�� R#f IVI7. ��p�F: 4 4 ��~ ��.."` 3.21)1].l] �l �. ��. , CIVII 1, A FULL UTILITY L�CATE SERVICE PRIOR TD THE START OF CONSTRUCTIDN, Q�u1'RE: 7yp � I � DAS INSTALLATION �321313.ft-- /C151!! 'i� � �'� 2, ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, IRRIGATION, AND ❑THER I �� . / non 1, .� UTILITIES WHERE ENCOUNTERED IN THE WORK SHALL BE PROTECTED AT ALL TIMES, . �`""�-�ti T RMiRBE + ' � `�- WHERE REQUIRED FOR THE PROPER EXECUTIDN ❑F THE WORK, UTILITIES SHALL BE RE:CNIL � Civi�� ,'. �� ' �3�1,711{3 � RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHDULD BE USED BY �� "II'i � THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS ARDUND ❑R NEAR UTILITIES, % , � '; �� NODE. � 3313Y7.8 ��.� �� . �� 3, CONTRACTOR AND SUB-CONTRACTORS SHALL VERIFY ALL UTILITY SERVICE - / � TMP' � pl� CONNECTION LOCATIONS AND VERIFY ALL DIMENSIONS AND NOTES PRIOR TO � - (� ��. = _- . � � � PROCEEDING WITH WORK� � � / mt�nNrs6LE ,f`-' � ��'i��-" - kE:CML --/ - �i . :. � 4, IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE - � � /� 3Zr3iqp � � � � SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. ' i � � }� 7yp. � � S. ALL SURFACE REPAIRS SHALL MEET CITY REQUIREMENTS. � i 6. THE CONTRACTOR SHALL CO�RDINATE LOCATION ❑F POLE AND EQUIPMENT WITH THE I^��pRE, 4ER�� ;� � SURVEYOR OF RECORD PRIOR TO COMMENCING WORK, ALL NEW POLE INSTALLATIDNS S�` � � SHALL MEET CITY REQUIREMENTS AND CLEARANCES� ' 3xtlsi3.e�``�� 6 N�� .�� 7. GRADE SITE T❑ CAUSE WATER TO FLOW AWAY FROM THE EQUIP� AND POLE AREA� � � 1i ��7 @ O � . _ , . 8. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND, NOR SHALL ANY FROZEN MATERIALS, SNOW OR ICE BE PLACED IN FILL OR EMBANKMENT. THE SUB ;. �� BUILDING-MOUNTED INSTALLATION GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATIDN� � SHEET TITLE: 9, OPEN EXCAVATIONS, SHALL BE BARRICADED AND SIGNED� ND OPEN EXCAVATIONS ({�yy�� WILL BE LEFT ACCESSIBLE TO THE PUBLIC ❑R LEFT EXPOSED OVER MGHT� � ARCHITECTURAL 10. SUBC�NTRACTOR SHALL MINIMIZE DISTURBANCE T❑ EXISTING SITE DURING CONSTRUCTION, ALL DISTURBED LANDSCAPING SHALL BE REPLACED, RESEEDED, AND SITE PLAN REGROWN TO MATCH THE ORIGINAL CONDITION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN C�NFORMANCE WITH THE LOCAL � � GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 11. ALL W�RK IS BEING PERFORMED IN THE RIGHT-�F-WAY� VERIFY ALL R�O.W. LINES SHEETNUMBER: AND EQUIPMENT LOCATIDN AND INSTALLATIDNS WITH SURVEYED DATA, ND MATERIALS NOR SHALL BE STORED ON PRIVATE PROPERTY. 4O� ZO� O� 4O� SO� �.L, 12. LANE CLOSURES OR OBSTRUCTIONS SHALL BE COOR➢INATED WITH THE CITY. ,7 AS-1 GRAPHIC SCALE� 1' = 40' NOTE: � '�,��I�I� ALL BACKGROUND IMAGES OF THE EXISTING FIRE �'I+� STATION ARE FROM THE PERMIT CD SET ISSUED 6., ,T, - ON 6/10/2010 BY BELFORD WATKWS GROUP, LLC. ,,..,, THEY ARE FOR REFERENCE ONLY. 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T` _,�i_I� =J�I; ii . i; I I- I � �G ,� � 1 - - � - - . ` ��-j�=- � SHEET TITLE: - I Ij- I - iT t c,_,_,�� P, � ; E 0330U0.8 �: fl I � �.I li � I��i ...IICII'I �i— �F��I�- ,�I�II 'I�I �1=1 1=1�I i- -. I - -,�-� T �_,� � E� _ � ��_r � „ � `��-m—r--�o�3aaa.c -� Zi— � c �—f � �` i�� - i -� n � ,: �!._r�� _ �� r!-r' ��- i p- . � d-.=i �-�I � i� �-i - _� � � '� -,�: �F �_ �� ,_� �-� .��' ,��-f��-��=� -.a �� ,.� � BUILDING ' n �_i� � �,,, �--� �— ,i —.� �, , . �_ _ F-�e � � . - �-� s ,;,-, ��L� !,� �=� _'� � -' �'�=' ,� SECTION BB , B U I L D I N G S E CT I O N B B SHEET NUMBER � 2� 4� 8� ,�o� �-� v8�� . ��-�� A-5 GENERAL NOTES: �, �� , . ; . � 1. LIVE LOADS USED IN DESIGN: G. HANGERS SPECIFIED ON THE DRAWINGS MAY BE SPECIAL ORDER ITEMS REQUIRING 2000 CORPORATE DRIVE A. WIND...........................................90 MPH, EXP "B" ADDITIONAL TIME FOR SHIPPING. IT IS THE CONTRACTOR'S RESPONSIBILIT`( TO CANONSBURG,PA 15317 B. EARTHQUAKE.............................DESIGN CATEGORY B CONSULT THE MANUFACTURER PRIOR TO CONSTRUCTION TO ENSURE DELIVERY. C. GROUND SNOW.........................145 PSF H. PLYWOOD FOR ROOF, WALL AND FLOOR SHEATHING SHALL BE DFPA PLANS PREPARED BY: 2. CONCRETE GRADE—TRADEMARKED INTERIOR C—D WITH EXTERIOR GLUE AND SHALL CONFORM n, ,.� A. ALL CONCRETE FOR CAST—ON—SITE WORK SHALL BE MADE WITH TYPE I CEMENT, TO STANDARD PS 1-74 OF THE AMERICAN PLYWOOD ASSOCIATION. RING SHANK C STONE AGGREGATE AND SHALL DEVELOP 3000 PSI COMPRESSIVE STRENGTH IN 28 NAILS SHALL BE USED ON ALL ROOF AND FLOOR SHEATHING. FLOOR SHEATHING a " � � .O DAYS. SHALL BE GLUED TO JOISTS AND BEAMS. ALL EXTERIOR WALLS SHALL HAVE ONE 3. STEEL LAYER OF PLYWOOD (OR OSB) NAILED WITH 8D COMMON NAILS � 6" ALONG A. ALL STRUCTURAL STEEL WIDE FLANGE SECTIONS SHALL CONFORM TO ASTM A992 �� mahi/e:3o3.8�0.22�6 AARON ZIMME PANEL EDGES AND @ 12 AT INTERMEDIATE FRAMING MEMBERS AND ONE LAYER EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53, GRADE B, AND OF ��2" GYPBOARD NAILED WITH 6D COOLER OR PARKER NAILS AT 8" AT ALL °ff0er3o3.3�3.s594 architect TUBE COLUMNS WHICH SHALL CONFORM TO ASTM A500, GRADE B, ALL OTHERS az@zYmR.co SHALL CONFORM TO A36 LATEST EDITIONS. SUPPORTS. PLYWOOD SHALL BE �/" AT ROOF (OR OSB) AND %" AT FLOORS, LIMITATION OF WARRANTY AND AND WITH END JOINTS STAGGERED. NAIL WITH 8D NAILS SPACED @ 6" ALONG ARCHITECT'S WORK PRODUCT: B. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN �°°'�"`."�'°"`.�"""°"`.°°""'°"°"`°'°"°'°"`""'.°`"""°"" PANEL EOGES AND � 12" AT INTERMEDIATE FRAMING MEMBERS. BLOCK EDGES ��:°��a��%d�`��'.°��'��.��'°�a�:�' ACCORDANCE WITH LATEST PROVISIONS OF AISC MANUAL OF STEEL CONSTRUCTION p�vGUCi.tM1a NcM1ltact eM1aY be notlfleE ImmatllotNy.Fvllun to prvmptly notlfy OF ALL SHEAR WALLS AND DIAPHRAGMS. '�."�'"�'`"�'`�'"��'.�'��'"""""�'""�"�" r.yo�.romry m.ene�o�..w.�ce.or wa�ao�n.uoainoano�.w co�wakno�. AND AISC CODE OF STANDARD PRACTICE. `°`".°'�'.""""'"'°""".�'°".°'°`°"°�`""`�"'"°°°`""°'". I. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE """."'"""'�°�d"°°°�'°""r'°"'.�'��eda�ew�w C. USE STANDARD FRAMED BEAM CONNECTIONS WITH '/" BOLTS �OR WELDED INTERNATIONAL BUILDING CODE SCHEDULE UNLESS OTHERWISE NOTED. coPVR�GHTo2o��stUdiozArchitectUre,��c The uee ef tll MbrmeHan Ee N bam er wltLn appeerNq hereM Mall be EQUIVALENT UNLESS OTHERWISE NOTED. SELECT CONNECTIONS TO SUPPORT roeWetedtoNaarlglnWpre�ectalLlerMldwltllntmnotlon.e.,�,am J. WOOD DECKING SHALL BE T&G LAMINATED OR SOLID TIMBER OF COAST REGION ��"P��e';;":a�."m'�:"�"�o�.�"a��.�W'�'«:`�«.� ONE—HALF THE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN BEAM AND `�.""°'s`"�°�"'�"°""`°nu.`°".°'°°.�°"'"""°"km° DOUGLAS FIR OR HEMLOCK, IN SELECT GRADE. INSTALL DECK IN RANDOM �=M.�iMS[uEbZNC�itetun.�ao�, N<,� SPAN. THE EFFECT OF CONCENTRATED LOADS SHALL ALSO BE CONSIDERED. LENGTH LAYING PATTERN AND NAIL AS PER MANUFACTURER'S RECOMMENDATIONS. sE"`: D. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AWS STANDARD 5. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST L►C QUALIFICATIONS TESTS. ARCHITECTURAL. "• � E. CONNECTIONS MADE WITH HIGH STRENGTH STEEL BOLTS SHALL CONFORM IN ALL 6. ARCHITECT'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS. �� ' � RESPECTS TO THE CURRENT SPECIFICATIONS FOR STRUCTURAL JOINTS USING 7. VERIFY AL OPENING THROUGH FLOOR, ROOF, AND WALLS WITH MECHANICAL AND 1 � d ASTM A325 BOLTS AS ENDORSED BY AISC. ELECTRICAL CONTRACTORS. .� 4. WOOD 8. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. IT IS THE 's !<� A. ALL WOOD FOR STRUCTURAL FRAMING SHALL BE STRESS—GRADED, KILN DRIED, „ CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE ENGINEER SHOULD EXISTING DOUGLAS FIR, HEM FIR OR LARCH. GRADING SHALL BE AS PER NATIONAL CONDITION NOT BE SHOWN, OR IF ANY CONDITION DIFFERS FROM THOSE SHOWN ON •• '' ,� � DESIGN SPECIFICATION FOR STRESS—GRADED LUMBER AND ITS FASTENINGS" BY THE DRAWINGS. . � . �� NATIONAL FOREST PRODUCTS ASSOCIATION. � 9. ANY DISCREPANCIES ON THESE DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S O 1) ALL JOISTS, BEAMS, COLUMNS AND HEADERS SHALL BE STRESS—GRADED � � �� "N0. 2". „ 10 A�ETHE� REQU RE MEONTS OF T�HIE LATEST EDT ON OF THE "OSHA CONSTRUCTION IS E DATE: 2)ALL 2X4 BEARING WALL STUDS AND PLATES SHALL BE STRESS—GRADED N0. STANDARDS" SHALL BE COMPLIED WITH BY ALL CONTRACTORS, FABRICATORS, AND SEPT 10 2013 21� SUPPLIERS. SITE INFORMATION: 3)ALL WALL STUDS AND PLATES LARGER THAN 2X4 SHALL BE STRESS—GRADED 11. DURING ERECTION OF THE BUILDING, THE CONTRACTOR SHALL BE RESPONSIBLE VAIL DAS "N0. 2". FOR TEMPORARY BRACING TO WITHSTAND ALL LOADS TO WHICH THE STRUCTURE MAY INSTALLATION 4)ALL BLOCKING AND BRIDGING MAY BE STRESS—GRADED "N0. 2" OR "N0. 3". BE SUBJECTED, INCLUDING LATERAL LOADS, STOCKPILES OF MATERIALS, AND 5)ALL SILL PLATES BEARING ON CONCRETE SHALL BE REDWOOD OR PRESSURE EQUIPMENT. SUCH BRACING SHALL BE LEFT IN PLACE AS LONG AS MAY BE REQUIRED NODE. TREATED PER BUILDING CODE. FOR SAFETY AND UNTIL THE STRUCTURAL FRAMING AND DIAPHRAGMS ARE IN PLACE B. PROVIDE 1 X4 CROSS BRIDGING (OR SOLID BLOCKING) NOT OVER 8'-0 ON WITH CONNECTIONS COMPLETED. CENTER FOR ALL WOOD JOISTS AND SOLID 2X BLOCKING BETWEEN JOISTS AT �► �� SUPPORTS. C. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL TO JOISTS AND SOLID BLOCKING BETWEEN JOISTS UNDER ALL PARTITIONS RUNNING PERPENDICULAR TO JOISTS. D. TIMBER CONNECTORS CALLED FOR ON THE DRAWING ARE AS MANUFACTURED BY SIMPSON COMPANY. CONNECTORS BY OTHER MANUFACTURERS MAY BE USED IF THEY ARE ICBO APPROVED AND THEIR LOAD CAPACITY IS EQUAL TO OR GREATER THAN THE CONNECTOR SPECIFIED. USE MANUFACTURER'S FURNISHED NAILS AND SHEETTITLE: BOLTS. E. UNLESS A STRONGER CONNECTION IS DETAILED, CONNECT ROOF JOISTS TO GENERAL NOTES BEARING PLATES WITH SIMPSON HURRICANE ANCHORS, AND TO FLUSH FRAMED RIDGE BEAMS WITH SIMPSON LS90 ANGLES. F. UNLESS OTHERWISE NOTED, HANGERS FOR RAFTERS, JOISTS, AND BEAMS MAY BE THE LIGHTEST HANGER FOR THE APPLICATION. SHEETNUMBER: S1 .0 � �� I f. 2 � _ . , _. 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Fwy reproCUCtlan,ar en�no�ey�y m.moa m.nae«m mt.i.aa�mnea.nnw�m..ncc.� sene oe snno z�ra��eecwn.nae• ; ian.ma an w«vmto ns rama�ne ria sma�o z wm�e«wrc 'a�i pre SEAL: EXIST SHEATHING L�CF f� �d SECTION '� � .i �� ...•• �!� /� � SECTION � ,�� ,. S� .3 3/4"=1'-0" ��O ISS ,�-o,� EXIST STUD - FV S E PT 10 2013 SPACING SITE INFORMATION: �z" 9" �z" VAIL DAS PIPE CLAMP INSTALLATION ��N � � BRACKET NODE. ° ' I • i � i � � ��. � ^�N I I PIPE CLAMP SHEET TITLE: PARTIAL PLAN NODE 22 2 PLAN SHEETNUMBER: S� .3 3/4"=1'-0" S1 .3