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Home My WebLink AboutPRJ09-0091 B09-0184NOTE: TH/S PERM/T MUST BE POSTED ON JOBSITE AT ALL TIMES : TOWN OF VAIL ' Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149 ADD/ALT MF BUILD PERMIT Permit #: B09-0184 Job Address: 244 WALL ST VAIL Location......: UNIT R-2, ONE VAIL PLACE CONDOS Parcel No....: 210108251002 / VA�� v��flaiEF��G 1��jLOCK �C � Lor �jj ��RRT OF� OWNER RIVA RIDGE 45/05 LLC �Ps21E� ��,A DE C/O NORTH BRIDGE VENTURE PARTNERS 950 WINTER ST STE 4600 WALTHAM MA 02451 APPLICANT NEDBO CONSTRUCTION 07/30/2009 Phone: 970-845-1001 P.O. BOX 3419 VAIL CO 81658 License: 251-A CONTRACTOR NEDBO CONSTRUCTION 07/30/2009 Phone: 970-845-1001 P.O. BOX 3419 VAIL CO 81658 License: 251-A OWNER VAIL CORP 07/30/2009 PO BOX 7 VAI L CO 81658 Description: REBUILD AND REWATERPROOF DECK INCLUDING REPAIRING STURCTURAL STEEL CONNECTING TO COMMERCIAL SPACE BELOW Occupancy: M Type Construction:VA Project #: Status . . : Applied . . : Issued . .. : Expires . ..: PRJ09-0091 APPROVED 07/30/2009 Valuation: $28,000.00 Total Sq Ft Added: 0 ..,�>.,,>......,>,,.,.,< ..............................................�,....,.,... FEE SUMMARY ......�,,...........�..>,�...,...,....,.,.,.....�,�..,.........,....�,...,>...,... Building Permit Fee------> Plan Check--------------------> Add'I Plan Check Hours-> I n v e s t i g a t i o n-----------------> $421.55 Wili Cal Fee---------------------> $4.00 $274.01 Use Tax Fee---------------------> $360.00 $0.00 Restuarant Plan Review-----> $0.00 $0.00 Recreation Fee-----------------> $0.00 Total Calculated Fees-------------> $1,059.56 Additional Fees-----------------------> $0.00 TOTAL PERMIT FEES--------------> $1,059.56 Payments-------------------------------> $1,059.56 Total Calculated Fees--------> $1,059.56 BALANCE DUE------------------------> $0.00 .,...»»..,...,.....�,...�..> ...................�x.....,,..x..........,....<+,........,................,.,.........>......,.........�..,.,.�...�...........�.....x....................,. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Internationai Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4: M. �S' �3'� �r Sign re Owner or Co�a r Date �� f/<�� Print Name bld_alt_construction_perm it_041908 ******************************************************************************************** TOWN OF VAIL, COLORADO Statement ******************************************************************++*******************+**** Statement Number: R090000928 Amount: $274.00 07/30/200908:50 AM Payment Method: Check Init: JLE Notation: 35933 NEDBO CONSTRUCTION ----------------------------------------------------------------------------- Permit No: B09-0184 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2101-082-5100-2 2101-082-5101-2 Site Address: 244 WALL ST VAIL Location: UNIT R-2, ONE VAIL PLACE CONDOS Total Fees: $1,059.56 This Payment: $274.00 Total ALL Pmts: $274.00 Balance: $785.56 ****************+*************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ PF 00100003112300 PLAN CHECK FEES 274.00 ----------------------------------------------------------------------------- u �N �� u � M d,t'" ,�a= re i � r�� ;�� Department of Community Development �r,� �,, „ 75 South Frontage Road Y�'s� '" " x., ., , , �`� �. n. , �� • : �rt�� Vail, Colorado 81657 . . µ ° M � .. � ,. ��'� �� . � '`� ,,: � M ' � p � , a� � � ; b�., Tel: 970=479-212$. � � , 4 �. . �� °� � � ` ;�= � � ' .� � � � � ° fax: 970-479-2452 , �'�;� � :��"�� ;��,�"-�� µ'��'1Neb: www.vailgov;com � �i� � � ' s � " �� "� ' ' r�� Y �' �� elo ment Review Coordinato'r„ „� . „ , _ �.�. , � � .p , ,E k.- , ,,.: . �� ..��, � y ,, � , ��s,� �� w �� , � � ,�� f�� u,��n� �z� BUILDING PERMIT APPLICATION Separate permits are required for electrical, plumbing, mechanical, fireplace, etc. Project Street Address: z�.�y W�� s�. vh� Z (Number) (Street) (Suite #) BuildinglComplex Name: � hG Vh� ( ��C Office Use: Project #: PR.To�► ' 1�`�9% DRB #: '�R$�%oZSg Building Permit #: 7��/ 1�( 1� o� Contractor Information: I Lot #: _ Block # Subdivision: I Company: ni�c� 60 �b't�K�id� Company Address: ��dX 341�1 Detailed Description of Work: �� St�✓G� City: VAi � State: CC� Zip: iSl (vZp S}'rt� �fOrt uni� �lZc�a�_� S�� t�OW. Contact Name: Qo��it ��tb�o� •�bv�� s. w��erp�� k k�oVC. Contact Phone: q!� " 97?' ��iC�i n (use additional sheet if necessary) E-Mail rv��C liNlc��.lo•►'! A �.' Work Class: Town of V il Contractor Registration No.: t� �� New ( ) Addition ( ) Remodel ( ) Repair (x ) Other ( ) X Work Type Contractor Signature (required) Interior O Exterior (X) Both O Property In ormation Type of Building: Parcel #: �1 � � ��.�' V� `r Single-Family ( ) Duplex ( ) Multi-Family (x) (For parcel #, contact Eagle Cou ty �ssessors Office at 970-328-8640 or visit www.eaglecouty.us/patie) �2�a �gZ.�t G t 2 Commercial (X) Other O Tenant Name: Does a Fire Alarm Exist? Yes () No (X ) Owner Name: �r►der'SCN� Monitored Alarm? Yes () No (X ) Does a Sprinkler System Exist? Yes () No (x ) Valuations (Labor & Material)) #& Type of Existing Fireplaces: Gas Appliances _ Gas Log Wood/Pellet Wood Burning _ Building: $ Z� �� Plumbing: Electrical: Mechanical: Total: $ g Z$�000 $0.00 k.� ,..___..��..._ a _ �.. ._..�.. :�� N�t+�Y� = ��.t.55 . i4„w, c4�c1t [� «��"iN,c�c� .�� #& Type of Proposed Fireplaces: Gas Appliances _ Gas Log Wood/Pellet Wood Burning _ Date �ceived:__, � � � � �/ L� ' .1 � �i �, ' '! 2 8 2009 � �,.,..; �� i�F VAIL . ._, Apr-09 � � $S''S� ******************************************************************************************** TOWN OF VAIL, COLORADO Statement **************************************+***************************************************** Statement Number: R090000956 Amount: $785.56 08/03/200910:24 AM Payment Method: Check Init: NP Notation: ck #1724 Kj esbo ----------------------------------------------------------------------------- Permit No: B09-0184 Type: ADD/ALT MF BUILD PERMIT Parcel No: 2101-082-5100-2 2101-082-5101-2 Site Address: 244 WALL ST VAIL Location: UNIT R-2, ONE VAIL PLACE CONDOS Total Fees: $1,059.56 This Payment: $785.56 Total ALL Pmts: $1,059.56 Balance: $0.00 ***�*****************�*********************�*****************�****************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 421.55 PF 00100003112300 PLAN CHECK FEES .O1 UT 11000003106000 USE TAX 4% 360.00 WC 00100003112800 WILL CALL INSPECTION FEE 4.00 ----------------------------------------------------------------------------- � ,� .�-�-..� �,� �� va�o � '�'��<��Ni� ,� ;� ��" �" �:�s� .� � ._ -, k��Y �EN��=gEa� � Vail Fire Department Asbestos Testing & Abatement Req �Q�—o�g�- n ��oa� JUL 2 8 2009 �'em�� %��.,.,:�e��- Asbestos testing and abatement protects workers, homeowners, neighbors and emergency services responders from ex- posure to harmful asbestos. The Town of Vail asbestos abatement program is in addition to the State of Colorado's regu- lations. It is your responsibility to be in compliance with the State. Please contact the State directly for their requirements at the contact info listed below. When is asbestos testin4 reauired? ANY building projects disturbing more than these threshold levels of building materials require asbestos testing: One- and Two-Family Dwellings: 30 square feet All Others: 160 square feet Asbestos testing results must be provided with your application for a building permit. Tests which identify POSITIVE results at more than 1% require abatement by a State-certified and Vail-registered abate- ment contractor. An asbestos abatement permit must be approved, and the clearance letter must be submitted to the Town of Vail before the building permit will be issued Project Checklist My project falls into the category checked below: � Will not disturb more than the threshold limits identified above. Ex�r��,' �k � Tested negative, or at 1% or below (2 copies of test results included) � Tested positive at more than 1%, requires abatement (2 copies of test results included) Tips & Facts: • Even recent construction projects may include asbestos-containing materials, so buildings of � age require testing. • The "1989 Ban" on asbestos-containing materials is commonly misunderstood. "In fact, in 1991 the U.S. Fifth Circuit Court of Appeals vacated much of the so-called "Asbestos Ban and Phaseout" rule and remanded it to the EPA. Thus, much of the original 1989 EPA ban on the U.S. manufacturing, importation, processing, or distribution in commerce of many asbestos-containing product categories was set aside and did not take effect." - CDPHE Asbestos test results and abatement permit applications should be submitted to: Town of Vail, Community Development, 75 S Frontage Rd, Vail, CO, 81657. Town of Vail Contact: David Rhoades, Fire Inspector Vail Fire Department 75 S Frontage Rd drhoades@vailgov.com 970-477-3454 www.vailqov.com State of Colorado Contact: Colorado Department of Public Health and Environment Asbestos Compliance Assistance Group 303-692-3158 asbestos@state. co. us www.cdphe,state,co.us . � ,. � 4 10-21-2009 Inspection Request Re orting Page 9 4�39 �m Vail, C� - Citv O� Requested Inspect Date: Thursday, October 22, 2009 Inspection Area: JRM Site Address: 244 WALL ST VAIL UNIT R-2, ONE VAIL PLACE CONDOS A/P/D Information Activity: 609-0184 Type: A-MF Sub Type: AMF Status: ISSUED Const Type: Occupancy: Use: VA Insp Area: JRM Owner: RIVA RIDGE 45/05 LLC Contractor: NEDBO CONSTRUCTION Phone: 970-845-1001 Owner: VAIL CORP Description: REBUILD AND REWATERPROOF DECK INCLUDING REPAIRING STURCTURAL STEEL CONNECTING TO COMMERCIAL SPACE BELOW Requested Inspection(s) Item: 90 BLDG-Final Requestor: NEDBO CONSTRUCTION Comments: wc 977-0326 Assigned To: JMONDRAGON Action: Time Exp: �� - Inspection History Item: 410 Special Inspect-progress re�t Item: 30 BLDG-Framing "` Approved "' 08/11/09 Inspector: jrm Comment: Item: 420 Special Inspect-final rept Item: 90 BLDG-Final Requested Time: 11:00 AM Phone: 970-845-1001 -or- 970-845- 9979 Entered By: JMONDRAGON K %� � �� Action: AP APPROVED ___ _ __ __ __ _ _ REPT131 Run Id: 10492 i u . i 2. � ZI ��i APPROVED i Community Devetopment DePartmeM TO� � Yt�. . Bui�din9 Safety and Inspect+oA Seroices intema#ionai Bui�ing Code/IMem.a� R�ea tide�n�tia Co� lidity of permiL '�he issuance or granbng of a�tian � r►ot be co�stroad to De a permit f� or an approval of, anY en�r of the provisia�s o1 this code or of any otf�et ordina�e � the junsdictron. Perm�ta pres�ming to give suthor�ty ta valate or canoel the provisions of thia caie or other o�dmances ot d�a jurisdiction stw�� not be valid. The issuarx�e da permit based on consttudiat doc�ments and sm� daca st�an �a �xevent tne ►w��ns o� arb oc� a�. n+s COCiBd'16t'i Of BROts M!h@ COf18�tUdI0t1 v2(tt OCf�iPB�i�Y 01 t�@ 0� 8 bt111d1i1� C�iC�118 �50 �hOfiZBd t0 pfB 0 �tUCtU(8 WItB(('e tq Y�OIMf0i1 af �K CO�if Ot ti� �i 011iK OT'd1�iflOBB � tltis j� � �� DATE: 3 � - � I XI �� r' � � v � � 4 � � ^� � N � � � �c, w T� 0 -o ? � � P1 � � � � � ._._. ` �x r � _� i2 X ��- (��MPSIN 3 � � � � v, 2 o � a � f- - _ �E ��F- ��WaR � � o�c �m„ � (�A� k�vE -I� N �MA•i�► � � x- -----�----- —I — — — — — 3,5 � � � , -�'I I � �� \ — �, _ . i � � ,---- � �-�---- � -- __ � � i � �' �x, w �vx, _ � z �.ic.�ST�NG 1'F��o�SLY R�PAiR�ED P�1� Td � �►a,N — I i , �. , t2 x I�- �', .� . . , . , ��-.... � ► _ �..� lr ! I 12 1--o REM �t iN ��E OF �Pr�-1G�T � o� �XISTiNG TO P�1� W'� �l�i� I�C� ��fP►1. � -� $E jt�t$ �n1tJ6�R 'D�C�K �FMOUEv V ND�R �XISTING �� Co 8E �� OF �k1Gt� '1-O �MO JE �x I�TI r�� S t,�Y6 U t�DF�t 17F.1-K � \ __�— o k►N �_ -- � �, �, ' �� / ��o�� D }�L 2 8 2009 TOWN OF�(...AIL ��. .' ��, . i-_ I �� .. Ux 2 n � W � � I � IN ,�.. �� _v�#M . ,.�.5 � � : � y Ja, � ��„�� 4�? ��s;a�� .%�� :� I ;, U� 0 _� N N 2 i � � X � � O X � \ x`` "� 3 ( � � X � � � LC� � � 3 ,� ' � X �� . -� . � - � + �X15tt NG � ( �' �ow►�-SPo� Q � ��S ° i N _ � x 2(� � �T'M �� MOUP.D �t t �Mtov� �1.57)NC� #�V`vT�v $�Yµ- N �PI.A�� X15T1NC� GONNEGTION �o'ftF �DS W/ EX1S'i1NG �1,75_ GOpE j3oT?t ENOS OF �I�M to MA'rGHr �XISTIN�. SEC4ND FL�C�R FRAMING . 1/4�� = 1,_ �„ Noi�T N iowra �f i/a6� v z. -� i �-��,,,:. �.. � � N � •— co 0 � v i � � � � -o° �� N � O ' � v � Q'> � � Z �w�� QQ�Q �Jm� � �J�� QO`� UW�� Wopa � z 0 � S 1 oF 2 �� w Ar'�t� TEGTJfVk'L, �t r�t SH�S To N►ATr•1�t �X�snr�G w t2X2�o g,or-roM /}N9 SlD� FWS1�i Ir� 2x Id-R� \ �ac►s-nNC, n�Thl. sTU� FaAi�►iNG T� REr�►/tiN � � STRUCTURAL SPECIFICATIt�NS -- - - - - � i) All cast in place concrete must be made with Portland cement and attain minimum compressive strength of 4000 psi after 28 days (minimum compressive strength of 4000 psi after 28 days for concrete used in slabs). Design based upon BUILDING CODE REQiJIREMENTS FOR REINFORCED CONCRETE (ACI 318), 1999. Concrete placement to conform with "Construction Requirements" as defined in ACI 318. 2) Reinforcing steel is ASTM Grade 40. Reinforcement placement shall conform to MANUAL OF STANDARD PRACTICE, 2001 as prepazed by CRSI. All lap splices to be minimum 36 baz diameters, all horizontal reinforcement to be continuous around comers and at wall intersections. Minimum reinforcement protection- � -concrete poured against earth 3" -concrete poured in forms Z"' -concrete slabs 1" 3) Structural steel shall be ASTM A36 or better except Wide flanges shall be A992 or better, pipe columns (noted on plans as pipe, in manual as HSS round) which shall conform to ASTM A500, Grade B(Fy=42 ksi) or better, tube steel columns (noted on plans as TS, in manual as HSS rectangulaz or square)which shall be A500 Grade B(F}°46 ksi) or better, anchor bolts and bolts shall be A307 or better. All struchtcal steel is to be detailed, fabricated, painted and erected in accordance with AISC STEEL CONSTRUCTION MANUAL, 2005 and CODE OF STANDARD PRACTICE. All welding to be performed by a certified welder and conform to AISC and AWS STRUCTURAI, WELDING CODE, 200Q all electrodes to be EE-70XX . `� 6 w��oo�►r� MGM8R4NE ��ZST�M � o� N�RS ��,� Y��L� D 10 �X►S'rl NG $�°� JOISt �3/�! � 4) Live loads used for desi�t- -Roof-80 psf snow. -Floor-50 psfresidential. -Deck-100 psf. -Wind-90 mph (3 second gust), Exposure B. -Earthquake-Zone GIBC. 5) All co�struction must comply with the 2003 International Building Code as adopted by the Town of Vail Building Department and the "General Conditions of the Contract for Construction" (AIA Document A201). All construction must be completed within the tolerances desssibed in the "Residentia! Construction Perfom�arice Guidelines" as prepared by the NATIONAL ASSOCIATION OF HOME BUILDERS. G) All structural members aze shown in their final positions propedy braced and supported; during construction it may be necessary to temporarily shore por[ions of the structure while other portions are being consttucted. Contact the engineer for consultation as required. 7) General Contractor is responsible for all non-specified connections, contact engineer for details as required. Tl�e engineer is to approve all structural substitutions. 2�. �� E GO r�oFzM M�r� 9�c.K ��F�� k1��t�D 'f'o� ot, M�MB�RS /�S �X 15�1 rrV i� Jo IST �rn �a� N � � � I �R �tiNs P� P�►N � Mk'#�at- DEcK T� �� g�MOVED I �j�/Z� GD��TE �t�R+��D w/ #� d- IaA�S cD l 2" o, c. $�tM i�.rPr{ s S wP� Nv '�0 3y2�, �►+�U; ArT ��C p�IN S . � T t.�c ��r� �sH hs 'fiEa � � BY �N�R IN�� GH�'Nt��l, GO�i; �PR�.� �WFA TO tixl�JfiN�i k► �� x 4-0 S ECTI O N A � 8) General Contractor is to coordinate all diaphragm penetrations (i.c., chimneys, plumbing, sewers, etc.) tluough floors, walls, roofs aud foundation walls with appropriate sub-contractors. General Contractor is responsible for the means, methods, techniques, sequences, procedures, workmanship, seasonal scheduling and job-site safety associated with this project. The General Contractor is to verify al] dimensions azid elevations with the azchitectural drawings. Notify engineer of all conflicts and omissions between various etements ofthe working drawings and the existing conditions prior to commencing with that portion of the project. General Contractor is to inspect remodel projec[s and verify prior use and proper disposal of existing materials (i.e., asbestos, etc.) as required by code. Identity of all existing hidden structural plans based upon plans by GORDON R. PIERCE & ASSOCIATES, INC. dated July 19, 1979. � 9) All materiais exposed to exterior and or moisture conditions shall be treated for these conditions (i.e., chemical treatment, staining, painting, danlproofing, membranes, flashing, etc.) as required by code. All materials to be treated for fire resistance as required by code. 1 t�C3 � rtiR� �'PP�r+G r� 6E ' �to�E.v }�ER P�R�N . � � � M�t, �c.k �PS P�icE p� M�rr�u�TUf�e.s DGf'At�S /�v sP�s • �ctST►NG �t �0 x�v T� (��M/t� N ��.,►�.,� �� - _ o �/4�� : ::� . ;; f f• �ctST�NG �MING "i� P�MA'� N �11,(, (a" INto �IST11�G AND GP-�V'f b� NtIN��ttWN� �XY �x15�NV 3y2" �Nc, S�$ To �MM N '�o�DING /�GE+�►f p,�r��., cocacRr� �p�� X15TIr1G $/}� �flIST Tb g,Et"►R'1 N � � � �� _�� 0 N J � d' N � ._ : � V L � � � � .� � ._ � N � t0 N � �� N � O ' �v O •� Q > � Z �w�4 �CQ�Q CLJoo� � ��Z� �4°° C�wJ� Wz�— �pZa � C� S2 OF2 1 � � i � - 2 � ZI �� 4 � � �� J �- � �c, w TQ o, -_ Z W �'�� oL I � t X � � � _ W �x; �1 --, i2 " 1�- F��MPs1N �tST►NG PP-��o�51.Y REPAtR�n �K rt'r� �►a►N 12 x I�- 3 I 1 2 3,5 1 1 � V� z o t a � f-- - �E o� ac�WoR � � a�c �.m„ � �-tR� Ac�vE -ro �, �a�N x � � � � ¢I — -- �� ) I � fi-� �- (� u� � , v`= t �'� � c�' _, ��— � �. _'�_ _ _ �o v` � 0 _ ;f" � � N � � 1�l I 12 1-o REM tt iN � - �0.'�E a'F S��c�T � a'F �XIS-nNG To R�(yau�c �X1�'pr�C� ��m. � � � �jl� 11�JtJ6/t 'U�(�K �EMOUED l� ND�R �XI`�TING �c,q� -td ?� '�+�/F-0 , , �� oF �.iu�rr -fio s��vr�� -- � �� , ! � � '� '• � ' .� ,du� _ �::: = � x �f40V� �X1.5T1NC� �V`vT�D $��1- ��t.fl�C-�- �X�STt NC� GON N 6GttON �oT}} �DS W/ �X1S�ING �i��- �OpE i3oTit ENi�S D� 13�lkM 'to MR-r�GNr �X�S�'1 N�. � � � .`.` _��4j`�w��'i't� �� ay- � � �� °�:f� ��V .. e � ,I.. <, r�� " �� ,� .:, �'2 F �: " I � ��' � I �r ; l _t.. � �• ; k..`'� •� ..�-a��e � 2 � Aw�- � I� IN \ �..� � NI Z i � � X � � o \ � x a� � 3 �v � �, � �I � � �I � � � `�` � �X15ttNG � ( �" �oWN-SPovi' 0 � \ I �S�S N - J �E � � � �Ex► �T, M�'r!. � �K To ?� � �4�F-0 N SEC�ND FLC��R FRAMING � 1/4" = 1' - 0" Noi�TH � � �.. N � . � � Cfl � � V Lw` W � � �� N � O ' � V � O'� d> t3 Z �w�4 QQ�Q �Jm� �� QOo UW�� WO�Q 0 Z 0'R V � 1 oF2 � ��ff� �� ArP-�tt T�GTJf� �t r�l SItES To F�iATt'•bt �Xtisrlr W t2x2(o $oT A+''q SID� F�u`. w OPI��NRI. 12x1� �x«nNV n� s1UD Fp.fkM►rt� Tb F�MRIN STRUCTURAL SPECIFICATIONS All cast in place concrete must be made with Portland cement and attain minimum compressive strength of 4000 psi after 28 days (minimum compressive strength of 4000 psi a8er 28 days for concrete used in slabs). Design based upon BUILDING CODE REQUIItEMENTS FOR REINFORCED CONCRETE (ACI 318), 1999. Concrete placement to conform with "Construction Requirements" as defined in ACI 318. Reinforcing steel is ASTM Grade 40. Reinforcement placement shall conform to MANLJAL OF STANDA.RD PRACTICE, 2001 as prepazed by CRSL All lap splices to be minimum 36 bar diameters, all horizontal reinforcement to be continuous azound comers and at wall intersections. Minimum reinforcement protection- -concrete poured against earth 3" -concrete poured in forms 2"`• -concrete slabs 1" Structural steel shall be ASTM A36 or better except Wide flanges shall be A992 or better, pipe columns (noted on plans as pipe, in manual as HSS round) which _L_n ,.__r ....., a,. n cTr,f A[nn !'..,A., R lF.nd9 bcil nr hettrr ht}l0 C�API C(1I11T1tT1S 4) Live loads used for design- -Roof-80 psf snow. -Floor-50 psf residential. -Deck-100 psf. -Wind-90 mph (3 second gust), Exposure B, -Earthquake-Zone C-IBC. 5) All construction must comply with the 2003 International Building Code as adopted by the Town of Vail Building Department and the "General Conditions of the Contract for Construction" (AIA Document A201). All constructiou must be completed within the tolerances des¢ribed in the "Residential Construction Performance Guidelines" as prepared by the NATIONAL ASSOCIATION OF HOME BUILDERS. 6) All structural members are shown in their final positions properly braced and supported; during construction it may be necessary to temporarily shore portions of the structure while other portions are being constructed. Contact the engineer for consultation as required. /�_____1 l'�_"_`___`__'_ ______ _•t.t r... _il __ . •n . • Genera] Contractor is to coordinate all diaphragm penetrations (i.e., chimneys, plumbing, sewers, etc.) through floors, walls, roofs and foundation walls with appropriate sub-contractors. General Contractor is responsible for the means, methods, techniques, sequences, procedures, workmanship, seasonal scheduling and job-site safety associated with tlus project. The General Contractor is lo verify all dimensions and elevations with the architectural drawings. Notify engineer of all conflicts and omissions behveen various elements of the working drawings and the existing conditions prior to commencing with that portion of the project. General Contractor is to inspect remodel projecis and verify prior use and proper disposal of existing materials (i.e., asbestos, etc.) as required by code. Identity of all existing hidden structural plans based upon plans by GORDON R. PIERCE & ASSOCIATES, INC. dated July 19, 1979. All materials exposed to exterior and or moisture conditions shall�tie treated for these conditions (i.e., chemical treatment, staining, painting, daalproofing, membranes, flastring, etc.) as required by code. All materials to be treated for fire resistance as required by code. V .� 0 � �.. � � � � .� � isi/ N � t0 N � �� dr'' � �p N � O 00 �v d�