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PROJECT NAME: VAIL DAS CONSTRUCTION MANAGER:
DESIGN TYPE: DISTRIBUTED ANTENNA SYSTEM (DAS) �„ CROWN REPRESENTATIVE:
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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
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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
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1. FIBER & POWER LINES ARE FOR REFERENCE Qd1�`C. REFER TO � . , �� I4 �TMP ; � 1 '� � 8 r.s,,�a;e� ° °P°-�.s P °d w�^�°� M1e w�°e
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ACTUAL LOCATION TO BE FIELD LOCATED AND SITUATED TO AVOID f� � EQUIPMENT 1 �1zr:onl , ��
ANY IMPENDING SITE FEATURES, SUCH AS ROCKS, TREES, $,-0. ; ROOM � L,� 1 ' �✓
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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�� ,'. �� '
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RELOCATED AS DIRECTED BY CONTRACTOR. EXTREME CAUTION SHDULD BE USED BY �� � ��"II'i �
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CONNECTION LOCATIONS AND VERIFY ALL DIMENSIONS AND NOTES PRIOR TO � - (� ���. = _- . � � �
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4, IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE - � � /� 3Zr3iqp � � � �
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SURVEYOR OF RECORD PRIOR TO COMMENCING WORK, ALL NEW POLE INSTALLATIDNS S�` � �
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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
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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��
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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
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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
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REFER TO STRUCTURAL DRAWINGS FOR Q330� .C]�. , � ; ; �
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3 SECTION DETAI L , BUI LDI NG SECTION BB SHEETNUMBER
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GENERAL NOTES: �, �����
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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
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