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Home My WebLink AboutPA2001-039 ��WPORr Application:CITY OF NEWPORT BEACH Use P rt No. l� COMMUNITY AND ECONOMIC DEVELOPMENT ❑ Planning Director's �( PLANNING DEPARTMENT Use Permit No. 3300 NEWPORT BOULEVARD ❑ G.P.A./Amendment No. NEWPORT BEACH,CA 92658 ❑ Variance No. (949)644-3200;FAX(949)644-3250 ❑ PART L• Cover Page Project Common Naiite(if a)plicable): RAQ r FEES: e� APPLICANT (Print): CONTACT PERSON(if di rent): CPT �!� - - - - N M\J5 � ;r-)F 2� Mailing Address: I�a3 3 AX-C-4 C0PE STE F Mailing Address: )'7� '3 46W MoP� sT€ &jN 1 N V A LLEU XA4 T aD Q% FIU&J,-V�►rV Phone:{-��t� )5 5'�-i913 Fax(7ry )5ilS-y115 Phone: ( jy )-I5--649I Fax(71h )6715-'119`i Property Owner(if different from above): New PryRA L,( to t Tr-'3 26 TN�kSH►P IAIC-, (&,V 4 taR W C414/1 t, Mailing Address: LI S Ll S mdc— Akiduk aL LJO tiyew Ao2-f Cwt VA., CA %660 Phone: ( ) -0 70 Fax �q 0-,165-7 PROJECT ADDRESS: Alt-WPaRT Project Description(If applying for a variance, also complete attached form for required findings.): —t bt, J laryg k o qa r�ecc, rk�SDu r�r�� PROPERTY OWNER'S AFFIDAVIT (I) (We) depose and say that(I am)(we are)the owner(s)of the property(ies) involved in this application. (1) (We) further certify, under penalty of perjury, that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of(my) (our)knowledge and belief. Signature(s) NOTE:An agent may sign for the owner if written authorization from the record owner is filed with the application. PLEASE PROCEED TO PART II OF THE APPLICATION DO NOT COMPLETE THE BOXED AREA BELOW FOR PLANNING DEPARTMENT USE ONLY.• indicate Previous Modifications, Use Permits, Specialty Food Service Permits, etc. General Plan Designation: Zoning District: Coastal Zone: YES or NO Date Filed: b Fee Pd: 0 Receipt No: Date Deemed Complete: Hearing Date: Posting Date: Mailing Date: Planning Director Action Date Appeal P.C. Hearing /04F- ooF P.C. Action Date Appeal C.C. Hearing C.C."Action RUSERS\PLMGSHAREM)FORMS\USE-APP.DOC 3 d/ y PART II: Project Data Sheet Project Common Name: Application Number(s): ssoIV OVT oOOR C Oyckw A&q 155 Project Address/Location: Assessors Parcel Number(s): I, �-'-/ 5- X C #Md- '6 wo, Legal Description(Attach on separate sheet,if necessary): Existing Land Use: Proposed Land Use: 0- i d Pet'f ntff6mp CO Zoning District: Land Use Designation: Existing Proposed Development Zoning Code Development Requirement Lot Area(so ';kOd LJ �Oo Lot Width(ft) 0 0 Lot Depth(ft) Setback Yards 0 Front(ft) 05 Side(ft) Q10 Side(ft) 10 Rear(ft) Gross Floor Area(sf) S;00 Floor Area Ratio Building Coverage(%) —7 Building Height(ft) Landscaping(%) Paving(%) N/A Parking Number of Employees UO Aapt(J Emkox/C 5 Number of seats li Dwelling Units a [-lours of Operation F:\USERS\PLAN\SHARED\IFORMS\IPRODATA.DOC 3 r PART III: Plans Each application shall be accompanied by 20 sets of plot plans, floor plans, and elevations; 8 sets shall be drawn to scale on 24 inch by 36 inch sheets with margins not less than 1/2 inch and 12 sets shall reduced to 11 inches by 17 inches. The required number of plans to be submitted for a Planning Director's Use Permit application is 12 sets; 4 sets drawn to scale and 8 sets reduced. All plans shall be collated,stapled and folded to a size of 8%2"by 14", maximum. The Planning, Director may modify or waive submission requirements if deemed unnecessaa to support the application. A. Plot Plan Plot plans shall be fully dimensioned and show the following information on the subject property and to a minimum of 20 feet on contiguous properties: • Vicinity Map. • North arrow. • Scale of the plan. • Existing and proposed property lines • Required and proposed yard setback lines. Locations, names, dimensions, and descriptions of all existing and proposed right of way lines, dedications and easements. • Locations of existing and proposed structures, additions, utilities, driveways, walks, and open spaces. • Any structures to be relocated,removed or demolished.' • Locations, heights, and materials of existing and proposed walls and fences. Locations, dimensions and descriptions of parking areas. + Location, heights, size and materials of signs. • Existing and proposed grade elevations and any significant natural features. • An Information block containing the name and telephone number of the contact person and calculations in tabular form showing compliance-- with applicable property development regulations (i.e., density, floor area limits, height,parking, etc.) FAUSERSTLAMSHAREDV FORMSU PRODATA.DOC 4 r 9 Variances: Required Findings: 1. That because of special circumstances applicable to the property, including size, shape, topography, location or surroundings, the strict application of this code deprives such property of privileges enjoyed by other property in the vicinity and under identical zoning classification. 2. That the granting of the application is necessary for the preservation and enjoyment of substantial property rights of the applicant. 3. That the granting of the application is consistent with the purposes of this code and will not constitute a grant of special privilege inconsistent with the limitations on other properties in the vicinity and in the same zoning district. 4. That the granting of such application will not, under the circumstances of the particular case, materially affect adversely the health or safety of persons residing or working in the neighborhood of the property of the applicant and will not under the circumstances of the particular case be materially detrimental to the public welfare or injurious to property or improvements in the neighborhood. To aid staff in determining that the finding can be made in this particular case please answer the following questions with regard to your request. (Please attach on separate sheet, if necessary.) 1. What exceptional circumstances apply to the property, including size, shape, topography, location or surroundings?_/Un,?j e ;6407/ &JP 1 n4 2. Why is a variance necessary to preserve property rights? _ fZe C ," 1-4 3. Why will the proposal not be detrimental to the neighborhood? �2)Q Gelded-Z��-r) c. F:\USERS\PLAN\SHARED\1 FORMS\1 PRODATA.DOC 8 Environmental Information Form: The Environmental Information Form is intended to provide the basis information necessary for the evaluation of your project to determine its potential environmental effects. This review provides the basis for determining whether the project may have a significant effect on the environment, as required by state law. After this information has been evaluated by the Planning Department, a determination will be made regarding the appropriate environmental documentation for your project. F:\USERS\PLAN\SHARED\l FORMS\i PRODATA.DOC 7 i ?A- ?oo t 'o3ct ADVANCE ``Ho 'I* FINAL" NOXIFICATION F vP i Day Advance Notice of HOLD Building Permit No. To: Building Department From: Planning Department Re: HOLD on Building Permit Final Address Vb. Plan Check NI 4V��1$50* PLANNING DEPARTMENT AND PUBLIC WORKS DEPARTMENT COMMENTS, CONDITIONS OF APPROVAL, MITIGATION MEASURES AND/OR OUT TANDING ISSUES THAT MUST BE ADDRESSED PRIOR TO FINA OF THE BUILDING P RMITI Park Dedication Fee in the Amount of S I is DUE. Fairshare Fee in the Amount of S is DUE. Parcel Map Recordation: Resubdivision No. That a has been approved,though, PRIOR YO FINAL OF THE BUILDING PERA FIT the following CONDITION S OF APPROVAL MUST BE SATISFIED WITH THI PLANNING DEPARTMENT: • e- IAJ . x • 3�i By: ` Date: P1 ng Department Telephone: 9 9-644-3200 Contractor's Acknowledgm nt of the Wedgq�.rm>.+,� j i Signed: rimed: elate cc: Code Enforcement(pink copy) __Inspector(yellow copy) i Contractor(original) I �f y i ?nnRli�)11OItMS IK)LDSIlTDOC) I I qem- rrr r.. C..'•. eT;+ pM ..mmr.�,. z ;0. .pa+"�.YVPx.R - '°`R^_ ,,n-,rr ,n*s R '4;:3Y :»" "47 rrr �''"g '•T" _-W,7 7 717 Tn . '1A ADVANCE "HOLD ON FINAL" NOTIFICATION FORM Day Advance Notice of HOLD Building Permit No. 3:'9 f To: Building Department From: Planning Department Re: HOLD on Building Permit Final Address ) ' 2 f�' t�1y. Plan Check No. PLANNING DEPARTMENT AND PUBLIC WORKS DEPARTMENT COMMENTS, CONDITIONS OF APPROVAL, MITIGATION MEASURES AND/OR OUTSTANDING ISSUES THAT MUST BE ADDRESSED PRIOR TO FINAL,OF THE BUILDING PERMIT! Park Dedication Fee in the Amount of$ is DUE. Fairshare Fee in the Amount of$ is DUE; Parcel Map Recordation: Resubdivision No. That a has been approved,though, PRIOR TO FINAL OF THE BUILDING PERMIT the following CONDITIONS OF APPROVAL MUST BE SATISFIED WITH THE PLANNING DEPARTMENT: 4 . a By: :1 Date: PI ing Department Telephone: 949-644-3200 Contractor's Acknowledgment of the noted requirements Signed: rinted: `U,- ate: r t ' Z li C'a.rr..C&e4� cc: r � 'pink copy) _ Inspector(yellow copy) - Contractor(original) t> 1,�s - (PLN/SH RI D/IPORMS/HOLDSHT.DOC) • 0 EXHIBIT "A" CONDITIONS OF APPROVAL Amendment to Use Permit(UP)No. 1547 1. That development shall be in substantial conformance with the approved site plan, electrical lighting plan, and elevations dated as received by the Planning Department on September 13, 2001. 2. The amendment to UP No. 1547 shall expire unless exercised within 24 months from the date of approval as specified in Section 20.91.050 if the Newport Beach Municipal Code, unless an extension is otherwise granted. 3. That the applicant is required to obtain all applicable permits from the City Building Department. 4. The covered patio shall only be used in an ancillary capacity in conjunction with an event or function taking place inside the hotel. The combined occupant capacity of both the interior meeting space and the proposed covered patio shall not exceed the maximum capacity of the interior meeting space as it exists on October 18, 2001. 5. If the service of alcohol on the covered patio constitutes an expansion of premises pursuant to the State Department of Alcoholic Beverage Control, City approval of a Use Permit pursuant to the Alcoholic Beverage Outlet (ABO) Ordinance shall be required prior to the expansion of premises. 6. No activities involving sound amplification equipment or musical instruments including brass, drums or other percussion elements are permitted in the covered patio area. Should the applicant wish to remove this prohibition, City approval of a request for an amendment to the Use Permit is required. 7. Approval from the Planning Director is required for the finished appearance and color of the metal roof prior to installation. 8. Use Permit No. 1547 including all conditions of approval for the hotel facility located at 4545 MacArthur Boulevard remains in full force and effect except where modified by this or other amendments. E l S( I SS"[It, Sharfie Y1 ',',,P\2(')O�-(-t9 ?,t:['_I X �STI NCs 7EAJAJi ............... r Offer �� o ,� �.:;�: :_ � ' ash 3 � F � �. k �.: � � �S�f� }� ui� R v � a � 3� �� x w� �i� �d u�if��i��i�V��rl°�y� ,��b�ii if��ipa �'. �F'-' '�.., r r u,e,�','. -3, •..; ... :,,. .. �5� ��U�Y� ��A.� � II it 'M 5 1 � � \\a «` » � . � � . . . . . \ ��f/7�~ . —\�w�2«:�s . . v y� \�` �\»«� c � . : 2 .��:i » 9 ��,�:4��t2.. «xmd�«s a��v�=a, . �A��. ss� f, � y ro ` 1 AW r�fcWPORT k CITY OF NEWPORT BEACH U ? P.O.BOX 1768,NEWPORT BEACH,CA 92658.8915 e. cg01poaN�P PLANNING DEPARTMENT (949)644-3210 NOTICE OF FINAL APPROVAL DATE: November 9, 2001 TO: Mr. Mike Zovic FROM: Planning Director SUBJECT: PA2001-039 for UP 1547A Please be advised that PA2001-039 for UP 1547A was approved by the Planning Commission at its meeting of October 18, 2001, and became effective on November 1, 2001. The Resolution approving the project with the final findings and conditions of approval is attached. Any deviation from them or the application and plans on file in the Planning Department may require an amendment to the application(s) mentioned above for the.project. Applicant: CPI Designs Location: 4545 MacArthur Blvd. Description Request to amend the facility's Use Permit (UP No. 1547) to construct a 4,500 square foot, open-sided, solid roofed patio structure located in the area of the existing tennis courts on the hotel property. The proposed structure will be used for special events, weddings and receptions in conjunction with hotel events and banquets. Should you have any questions, please contact our office. Very truly yours, PLANNING DEPARTMENT Patricia L.Temple, Director By -. GirQer Vorin Executive Secretary Planning Commission Enclosure: O Approved Planning Commission Resolution with Final Findings and Conditions . of Approval O Approved Council minutes with Final Findings and Conditions of Approval cc: Property Owner(if not applicant) 3300 Newport Boulevard, Newport Beach • RESOLUTION NO. 1541 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH APPROVING AN AMENDMENT TO USE PERMIT (UP) NO. 1547 FOR THE RADISSON HOTEL LOCATED AT 4545 MACARTHUR BLVD. (PA2001-039). The Planning Commission of the City of Newport Beach does hereby find, resolve and order as follows: Section 1. An application was duly filed by the Applicant, Mr. Zovic with respect to property located at 4545 MacArthur Boulevard (PA2001-039) and legally described as Parcel 1 of Parcel Map No. 91-292, Re-Subdivision No. 980, requesting approval of an amendment to Use Permit (UP) No. 2001-001 to construct a 4,500 square foot, open—sided, covered patio structure located to take the place of the existing tennis courts. Section 2. A public hearing was duly held on October 18, 2001, at 6:30 P.M. in the City Hall Council Chambers, 3300 Newport Boulevard, Newport Beach, California. A notice of time, place and purpose of the aforesaid meeting was duly given. Evidence, both written and oral, was duly presented to and considered by the Planning Commission at the aforesaid meeting. Section 3. The Planning Commission finds as follows: a) That the proposed location of the use is in accord with the objectives of the Zoning Code and the purposes of the district in which the site is located. The location and the use of the additional function space, both ancillary to the operations of the hotel, will replace an existing recreational space and use that is also ancillary to the operations of the hotel. The project has been conditioned and designed in a manner that will ensure the use is compatible with the main operations of the hotel. b) That the proposed project is consistent with the General Plan as it pertains to a hotel property within the Retail and Service Commercial Land Use designation. The project involves the creation of additional function space for an existing use within the confines of an existing hotel property. Furthermore, the function space is proposed to better serve group bookings at the hotel and not increase the total amount of group bookings. c) That the proposed project qualifies for a Categorical Exemption pursuant to Section 15303 (Class 3, New Construction or Conversion of Small Structures) of the California Environmental Quality Act ("CEQA") Implementing Guidelines. The project involves constructing a 4,500 square foot open-sided, covered patio structure where, a tennis court currently exists. d) That the proposed project will comply will all applicable provisions of the Municipal Code as well as any specific Conditions of Approval. The applicant is required to obtain building permits for the structure from the Building Department. Subsequent approvals from the City would be required for alcohol beverage service, outdoor entertainment, or other use requiring city approval of a permit. Section 4. Based on the aforementioned findings, the Planning Commission hereby approves an amendment to Use Permit (UP)No. 1547, subject to the Conditions set forth in Exhibit "A" attached. Section 5. This action shall become final and effective fourteen (14) days after the adoption of this Resolution unless within such time an appeal is filed with the City Clerk or this action is call for review by the City Council in accordance with the provisions of Title 20, Planning and Zoning, of the Newport Beach Municipal Code. PASSED,APPROVED AND ADOPTED THIS 181h DAY OF OCTOBER,2001. AYES: McDaniel, Kiser, Agajanian, Tucker,—Gifford, Selich-- NOES: Non- ABSENT: Kranzlev BY: L Tuck Chairman BY: Earl aniel, Secretary F:\Users\P LN\Shared\PA's\PA2001-039\UP 1547-peresolution.doc EXHIBIT "A" CONDITIONS OF APPROVAL Amendment to Use Permit(UP)No. 1547 1. That development shall be in substantial conformance with the approved site plan, electrical lighting plan, and elevations dated as received by the Planning Department on September 13, 2001. 2. The amendment to UP No. 1547 shall expire unless exercised within 24 months from the date of approval as specified in Section 20.91.050 if the Newport Beach Municipal Code, unless an extension is otherwise granted. 3. That the applicant is required to obtain all applicable permits from the City Building Department. 4. The covered patio shall only be used in an ancillary capacity in conjunction with an event or function taking place inside the hotel. The combined occupant capacity of both the interior meeting space and the proposed covered patio shall not exceed the maximum capacity of the interior meeting space as it exists on October 18, 2001. 5. If the service of alcohol on the covered patio constitutes an expansion of premises pursuant to the State Department of Alcoholic Beverage Control, City approval of a Use Permit pursuant to the Alcoholic Beverage Outlet (ABO) Ordinance shall be required prior to the expansion of premises. 6. No activities involving sound amplification equipment or musical instruments including brass, drums or other percussion elements are permitted in the covered patio area. Should the applicant wish to remove this prohibition, City approval of a request for an amendment to the Use Permit is required. 7. Approval from the Planning Director is required for the finished appearance and color of the metal roof prior to installation. 8. Use Permit No. 1547 including all conditions of approval for the hotel facility located at 4545 MacArthur Boulevard remains in full force and effect except where modified by this or other amendments. F:\Users\PLN\Shared\PA's\PA2001-039\UP 1547-peresolution.doc City of Newport Beach Planning Commission Minutes October 18, 2001 INDEX Condition 2 the word should is replaced by shall and after the word loca east are inserted and the words to 45 are deleted. • Condition 5 in t d line the word form changed to from. Ayes: McDaniel, Kiser,Agajanian,Tucker, Selich Noes: None Absent: Kranzley SUBJECT: CPI Designs Item 4 4545 MacArthur Boulevard (Radisson Hotel) UP 1547 • Use Permit No. 1547 Request to amend the facility's Use Permit (UP No. 1547) to construct a 4,500 Approved square foot, open-sided, solid roofed patio structure located in the area of the existing tennis courts on the hotel property. The proposed structure will be used for special events,weddings and receptions in conjunction with hotel events and banquets. Todd Weber, Associate Planner gave an overview of the staff report noting that this is a request to convert one of the existing two tennis courts into a function space that will have a permanent shade structure. The 328 parking spaces mentioned in the analysis of the staff report should read 349; an issue that came up today and upon a site inspection confirmed the parking on site. He then noted the following: • The shade structure will be about 24 feet in height and have a standing metal roof with the color subject to the Planning Director's approval. • Based on the existing restroom and parking on the site, staff conditioned that this facility not house concurrent assembly with the existing meeting space in the building; as they do not have adequate parking or restroom areas to have separate groups. • The applicant indicates it is not their intent to increase the number of groups or the size of groups but to better serve the existing groups that the hotel now books and serves. He concluded that based on the above and that the applicant is not requesting a change to their existing retail alcoholic Beverage license, staff recommends approval of the applicant's request by adopting the attached resolution. Commissioner Selich brought up the issue of the storage bins on site. We met with the general manager and confirmed that the bins are taking up 8 of the 349 spaces. We will need to ask the applicant how long those storage bins will be needed because they need to be removed to assure that the facility is meeting its parking requirements. Public comment was opened. Mark Zovic, General Manager of the Radisson Hotel and Vice President of Lark and Inc., which owns and manages this hotel. What we are asking for is that people have asked to use the tennis courts for outside functions. Since we do 22 City of Newport Beach Planning Commission Minutes October 18, 2001 INDEX not use the two tennis courts and can operate with one court, we want to convert one to be used for the other functions. Unlike the Twin Palms restaurant before, we are both the commercial user and the residential user. If we cause problems we hear about them from our guests. If we have a noise problem, we hear from our guests and have to give money back; if we have a parking problem, we also hear from our guests and therefore they will not come back. We are very sensitive to all of these things. We are not going to bring in any extra people in and load up our services. Our kitchens can't handle it and we don't have the equipment. What we can do is take a meeting from the inside and move them outside for lunch and then bring them back inside. We can give them a nicer experience. The same thing for the weddings, they like the ceremony on the property and it would help us tremendously to get the wedding ceremony outside and bring them in for dancing. We don't plan on having any music except for background music because if we do have noise, it interferes with our guests. The four storage bins outside are temporary and have been used during our renovations the past year and a half and we are within 2 '/2 to 3 months from getting rid of them. We had one storage bin there that was permanent against the building, but we are not planning on putting that back. At Commission inquiry, he noted that the four bins came out last year when we started the renovation. We took some rooms that we had for storage inside the hotel and turned them back into sleeping rooms during this process. We are planning on moving all of that off the premises. Commissioner Agajanian asked why a permanent structure is necessary? For any event that is taking place in the hotel now,why do you need to go outside? Mr. Zovic answered that it is for the ambience and people like to step out, not be in meeting rooms all day long. If for some reception they want alcohol to be served, we can come back and ask for it. We had asked for tents, but that was not acceptable. People want a roof out there for shade or the possibility of rain. This will be an additional amenity to the hotel. Now, we can use our banquet rooms as break out rooms because we can put them in this section for luncheons. It would increase the type of events we host such as associations. They like to have a large room for their meeting but then they want all these break out rooms. It won't increase the number of people; it will give us the opportunity to go after other businesses that we can't accommodate now because of the space they need. We have to be careful as that is next to our pool. Our other guests are using the pool and therefore we have to be very careful of what and how that covered patio will be used. Commissioner Kiser asked about condition 4. The second sentence says that the outdoor pavilion shall not be occupied concurrently for assembly purposes with the facility's interior conference and meeting space. Does that work for you? Mr. Zovic answered that he took that to mean that he could not have all his meeting space filled with groups and also the outside filled with groups. That is fine, as the facility could not handle that. 23 City of Newport Beach Planning Commission Minutes October 18, 2001 INDEX Commissioner Kiser asked if some of the interior conference space would be used at the same time lunch was being served to guests. With respect to condition 5, is it true that no alcoholic beverages will be served or consumed in the exterior space, or are we just talking about serving alcoholic beverages out there? Mr. Zovic answered yes, that some of the interior conference space would be used at the same time lunch was being served. Consumed is difficult because alcohol is consumed around the pool where guests go inside and bring it out. I assumed that you meant by this condition that you did not want me to set up a bar outside in this area to serve alcohol. Commissioner Kiser answered that it is fairly clear that is what it means, but I am trying to determine whether it would be intended that a bar could be set up inside the hotel to serve people as they go outside for lunch. I don't know if that is a problem, I just want to know if that is something you were going to do. Mr. Zovic answered that at some point we may ask if we could, I don't know. Commissioner Kiser stated that it may be a liquor license compliance issue. At Commission inquiry, Mr. Zovic stated that he read the conditions of approval to mean that he could not fill up all the inside and then sell the outside as an extra event, that is what he interpret the conditions of approval to mean. If we have inside, we may move some to the outside. There are many times we may have more than one or two groups, but what we are saying is that we will not fill all the interior and then still sell the outside as part of a ballroom. If someone wants to come in for lunch and my ballrooms are empty, I would like to be able to serve lunch on the outdoor pavilion as long as I am not exceeding the total of everything. We have a limited amount of what we can handle. Mr. Campbell noted that the applicant is correct. Our intent is not to have the double occupancy because it could put a burden on parking as well as restrooms. To have a function at capacity to be able to move outside, that is the intent. We can facilitate changes to the condition to reflect that intent of limitation. I recommend that we look at the occupancy limit that is on file with the Building Department and use that number as the maximum capacity of both facilities combined at any one time. Mr. Weber added that the second sentence of condition 6 should be changed to, `.....an amendment to the Use Permit is required.' The liquor license language should be limited to condition 5. Chairperson Tucker clarified that if alcoholic beverages are being consumed out in this area, isn't there a change in the Use Permit that would be required as opposed to serve? Ms. Temple answered yes, and suggested that on condition 5 that the City does 24 City of Newport Beach Planning Commission Minutes October 18, 2001 INDEX not approve requests for new on-site liquor licenses, that is an ABC function. It is once again, `....City approval of a use permit pursuant to the Alcoholic Beverage Outlet.' Under the ABC that would be considered an expansion of the premises and so they would need to get a Use Permit pursuant to the ABO of the City as well as an amendment to their liquor license from the ABC. Public comment was closed. Motion was made by Commissioner McDaniel to approve Resolution 1541 as amended by the following: • Section 1 of the resolution, change the applicant's name to Zovic. • Section 1 of the resolution, strike the phrase in the area of, and add, `..to take the place of...' • Section 3 b) at the hotel and will. • Section 3 d) after the words outdoor entertainment, strike etc. and add or other use requiring specific approval under the solid roof structure. • Conditions of approval number 1, second line elevations dated as received by the City Planning Department on .... • Wherever references are made to the pavilion change that to covered patio so the same wording is used in the resolution, application, staff report and conditions. • Condition 5 after the word serve, add or consumed. Ms. Temple added that the statement she made regarding to also needing a use permit pursuant to the Alcoholic Beverage Ordinance are interactive to a certain extent with how the ABC determines when licenses are changing or expanding. It could be that there are some forms of short term or event type approvals that could be achieved that would not necessarily be an expansion of premises pursuant to the ABO. It may not be in every case that they would be precluded under the Alcoholic Beverage license from ever serving or consuming out there. It is our intent that if they start utilizing it for regular service of alcoholic beverages in a manner that required a new ABC license since it would be considered by them to be an expansion of premises, that is one of the criteria in our ordinance that would then trigger the need for an ABO use permit as well. You could write the condition in that way, but that would foreclose their opportunity to get some of these other type of event related licenses. Chairperson Tucker asked for if there was a different way to write this. Ms. Temple answered that perhaps we could say should any changes to the service of alcoholic beverages in association with this covered patio incur the need to change, amend or alter the alcohol beverage license, that if provided by our ordinance it would demand a new use permit. I can work the wording out, but the point is that when they get to the point of needing a premise expansion license, it would also be an ABO use permit. Commissioner Gifford asked if we know that the underlying use permit does not prevent consumption of alcohol at the pool or tennis courts? Why do we need 25 City of Newport Beach Planning Commission Minutes October 18, 2001 INDEX to limit this further? Whatever is going on at the pool is probably fine to be going on covered patio. Ms. Temple answered that is not the kind of condition that we typically apply. Hotel properties often do have small bars and service particularly close to pools. I don't believe it is present here. Commissioner Kiser noted he was looking for clarification of the consumption of the alcohol as opposed to the serving. I don't know if there are any issues even if they had a bar out there and served liquor. It is a matter of clarification that the condition would work because if they were currently allowed the consumption of alcohol beverage outside, they would continue to be with the amendment as proposed. Ms.Temple stated that the reason why we placed the condition in the first place is that we want to make sure that they understood if they got to a point where they needed an expansion of premises license change, it would also trigger the need for a use permit under the ABO. That is the point we are trying to make. Ms. Wood proposed that the following language replace condition 5. 'If the service of alcohol on the covered patio constitutes an expansion of premises per State Alcoholic Beverage Commission regulations, City approval of a Use Permit pursuant to the Alcoholic Beverage Outlet Ordinance shall be required.' Commission agreed. Chairperson Tucker continued with his amendment: • Condition 5 to be replaced with the verbiage provided. • Condition 6 the language as proposed for the second sentence. • Condition 7, modify to say, approval of the finished appearance and color of the metal roof by the Planning Director is required. • Condition 8 shall be added that, Except as amended or supplemented by these conditions, the original Use Permit shall remain in full force and effect. Commissioner Kiser added that condition 6 says no outdoor, that should be deleted. This was agreed to by the maker of the motion. Mr. Zovic asked if that means no outdoor music at all? We would like to have some music. We are different than Carmelo's as there is nobody to complain about noise. I would like to propose that we change that background music is allowed. Ms. Wood reminded the Commission that there were complaints received by staff from the Twin Palms Restaurant. So while I don't think surrounding residential would complain, there will be complaints from hotel guests. We should be careful how we write this condition and define what we mean by background noise and have limits on it. 26 City of Newport Beach Planning Commission Minutes October 18, 2001 INDEX Mr. Zovic stated that we own the hotel and if we get complaints, we have to refund the money. Chairperson Tucker asked for clarifying verbiage in condition 4. Mr. Campbell stated that the condition could read, 'That the combined occupant capacity of both the interior meeting space and the covered patio shall not exceed the maximum capacity of the interior meeting space as it exists on October 18,2001.' Commissioner Kiser asked if this works, as it is completely different then the intent. I think we have a potential for increasing the occupancies. Chairperson Tucker stated that as long as the total capacity does not change, the parking requirements do not change. Let's hear what changes are on item 6 and come back. Let's get the motion on the floor. Ms.Temple added that certain types of amplified music as background noise seem to be okay and certain limited forms of live entertainment in association with events might be okay. So maybe the question is, is the real interest in limitation that no amplified live entertainment is permitted in the outdoor pavilion area? Is that broad enough, or too broad? Commissioner Kiser noted that there are office buildings around the facility. Allowing by use permit the outdoor amplified sound requires a lot more consideration and issues than we can do tonight. I propose that there is no way that we should allow amplified outdoor music or in fact outdoor live entertainment either. We need to limit this by hours, by types of entertainment and I think we would get into a problem trying to push to get something together tonight. Mr. Zovic stated that the answer is to say no amplified music. If the music is not amplified, you will not have noise. One person playing a guitar is not going to carry. When we have background music in the hotel, it has to be subdued. All I need is guitar and piano, I can live with that. Discussion followed on live entertainment, restrictions, type of musical instruments, nightly entertainment, limit of decibels. Commissioner Selich stated he would like to pass the conditions tonight, let staff clean them up and then the Commission can review the minutes and if they don't meet our intent, we can change them. We are almost getting to the point of micromanaging this stuff. Commissioner Gifford agreed that we should pass this tonight with something that says no amplifying sound shall be outside and then in order to give the applicant the chance to come back to us if that doesn't work for him then we can say that we can review this in 90 or 100 days so that the applicant does not have to pay another fee. 27 City of Newport Beach Planning Commission Minutes October 18,2001 INDEX Commissioner Agajanian and Chairperson Tucker agreed to pass this tonight. Chairperson Tucker reiterated that on condition 6 there is no amplification, no drums and no brass. Mr.Zovic agreed to all the changes suggested. Commissioner McDaniel agreed to the changes on the motion. Ayes: McDaniel,Kiser,Agajanian,Tucker,Gifford,Selich Noes: None Absent: Kranzley Commissioner Selich asked that staff check on the storage bins, as they are a problem. Ms. Temple agreed and added that they are in violation because the applicant is not providing the full compliment of parking and as a permanent feature they would require a use permit as well. ADDITIONAL BUSINESS: Additional Business City Council Follow-up-Ms.Wood noted that at the last Council meeting of the October 9m there was nothing directly connected to the Planning ommission however a few things that may be of interest were that in the St Session there was discussion of a proposed Harbor Commission as a follow from the Harbor Committee that the City Council appoint and produce a Harbor Element to the General Plan that was recently approved by both the Planning Commission and the City Council. Among the things that being considered for this Commission are reviewing some land use perms hat may have some affect on the harbor. The City Council has asked sta to come back with specific duties for the Commission and clearly de i ' g what those land use permits are if there is going to be referral process. Th was a presentation from the Police Chief on the 4m of July operations in West wport. There was a request from City Council to staff to increase owner occu ncy of houses in that area so that there might be less of the short-term re I, which Council believes to contribute to some of the problems that we ha-ft on the 4m. On the regular agenda,the Council approved the contract for th construction of the first phase improvements in Balboa Village. This is a of the first big recommendations from the former Balboa Peninsula nning Advisory Committee. b) Oral report from Planning Commission's representative to the Eco mic Development Committee-none. 28 Ak �EwPc�kT CITY OF NEWT BEACH FAppeal ng ate: October 18, 2001 _ ° PLANNING DEPARTMENT da Item: 4 r� 1n z 3300 NEWPORT BOULEVARD Person: Todd M. Weber NEWPORT BEACH,CA 92658 (949) 644-3209 (949)644-3200; FAX(949) 644-3229 Period: 14 days REPORT TO THE PLANNING COMMISSIONFILE COPY PROJECT: Radisson Hotel Newport Beach (PA2001-039) 4545 MacArthur Boulevard SUMMARY: Request to amend the facility's Use Permit (UP No. 1547) to construct a 4,500 square foot, open—sided, solid roofed patio structure located in the area of the existing tennis courts on the hotel property. The proposed structure will be used for special events, weddings and receptions in conjunction with hotel events and banquets. RECOMMENDED ACTION: Approve an amendment to Use Permit No. 1547 and adopt Resolution No. 2001- entitled, "A Resolution of the Planning Commission of the City of Newport Beach Approving an Amendment to Use Permit No. 1547." APPLICANT: Mr.Marc Zovic,General Manager Radisson Hotel Newport Beach LOCATION: The subject property is located near John Wayne Airport (JWA) and is bounded on three sides by public streets: MacArthur Boulevard to the east, Birch Street to the north and west,and Corinthian Way to the south and west. LEGAL DESCRIPTION: Parcel 1 of Parcel Map No. 91-292,Re-Subdivision No. 980. GENERAL PLAN: Retail, Service & Commercial ZONING DISTRICT: Newport Place Planned Community(PC-11) VICINITY MAP Subject Property y All c � � p �qr � � s N 4 200 R!nNiiiiiiDFeet VICINITY MAP w E s PA 2001-039lUP 1547 Amended Current Radisson Hotel Newport Beach: 349 total guest rooms and ancillary dining, meeting, Development: and recreational amenities. To the north: Commercial office uses within the Administrative,Professional, and Financial District. To the east: Commercial office uses within the Administrative,Professional,and Financial District. To the south: Commercial retail and service uses within the Newport Place Planned Community District. To the west: Commercial office uses within the Administrative,Professional, and Financial District. Radisson Hotel(PA2001-039) October 18,2001 Page 2 `z- Background In 1972, the City approved Use Permit No. 1547 to allow construction of a 7-story hotel facility with 207 guest rooms as well as ancillary dining, meeting and recreational amenities. It was then known as the Sheraton-Newport Hotel and construction was completed in 1974. In 1977,the City approved an addition to the hotel facility of a 10-story tower consisting of 142 new guest rooms and other on-site improvements. Construction was completed in 1979. In 1983, the City approved an addition to the hotel facility,consisting of a 10-story tower comprised of 119 new guest rooms to be linked to the rest of the facility by ground level connections. The entitlement allowed an additional level to expand the kitchen and banquet storage, additional meeting space, relocation of other on-site amenities, and other on-site improvements. Construction was delayed and the hotel was twice granted extensions to the original 2-year approval both in 1985 and 1987. The entitlements granted were never constructed. In 1992, the plans to construct the previously approved tower were dropped and 41,750 square feet of commercial development was approved. The retail or service component was completed and the site is presently occupied by Staples and the food court building located at the corner of Corinthian Way and MacArthur Boulevard. Analysis The site is presently developed with a total of 349 guest rooms,328 parking spaces,ancillary dining, meeting, and recreation amenities. The applicant wishes to convert one (1) of two (2)existing tennis courts into a function space that may be used as an outdoor eating area in conjunction with guest events scheduled at the hotel. This conversion would be achieved by removing the existing chain- link fencing that surrounds the tennis court, resurfacing the court, and constructing a solid roofed, open-sided (rain or shade) structure in the same location. The plans also show other areas within the existing hotel that were removed to better accommodate group events and functions. The proposed height of the shade structure would be twenty-four feet(24'),which would not exceed the maximum height standards. As shown, the structure would utilize a ribbed, galvanized sheet metal finished roof. The conditions of project approval require Planning Department approval of the finished color of the metal roof to ensure that it is compatible with the hotel's existing color scheme. The support corners of the structure would have a stucco finish,painted to match the existing hotel. While setbacks from property lines are not an issue, all Fire Department separation requirements will be observed as noted in the conditions of project approval. The proposed lighting does not conflict with any recognized development standard or provision of the Municipal Code. The focus of the staff review centers on the type of use and activities to take place in the new function space and how parking may be affected. The applicant's letter indicates a need for additional function space to house exhibits or serve meals as part of a group's activities at the hotel (Exhibit No. 2). Many conferences and events utilize separate areas for displays and meals so that they may be set-up (before) and cleaned (after) at the same time the group's other activities are Radisson Hotel(PA2001-039) October 18,2001 Page 3 taking place. The intent behind the proposal is to better serve the types of groups the hotel currently hosts. Due to size limitations affecting the site, the applicant has indicated a need to provide a separate outdoor area that would accommodate the aforementioned displays and meals. The intent is not to increase the total number or size of groups the facility can accommodate. Additionally, the applicant provided a statement that no sound amplifying equipment will be used (Exhibit No. 2). A prohibition of this activity has been included in the conditions of project approval. The Building Department indicated there are not sufficient restroom facilities for concurrent utilization of the hotel's interior function space and the proposed project area. For this reason, the utilization of both areas concurrently for assembly is prohibited by the conditions of project approval. This would also alleviate the concerns regarding parking as no new spaces are proposed. The Traffic Engineer felt the project would not result in an increased demand for parking, based upon the prohibition of concurrent occupancy for assembly applying to the existing hotel and the proposed project. City records indicate that no recent special events permits have been issued for the Radisson Hotel. However, any independent, large or open-to-the-public events occurring at the hotel would still require a special events permit to address the location,nature, scope, and timing of the event. At this time, the applicant is not requesting a change to their existing retail liquor license, as they currently do not plan to serve alcohol. Should alcoholic beverage service be desired in the future for the new function space, a Use Permit pursuant to the Alcoholic Beverage Outlet (ABO) Ordinance will be required. The project should qualify for a Categorical Exemption from the California Environmental Quality Act(CEQA)under Class 3,New Construction or Conversion of Small Structures. It should be noted for the Commission's benefit that while this application was originally submitted at the end of February, it has taken staff this long to get the applicant to submit required materials to deem the application complete. Recommendation Staff believes the project will not prove detrimental to the area as conditioned. Therefore, the recommendation is to approve an amendment to Use Permit No. 1547 and adopt the attached Resolution. Submitted by: Prepared by: PATRICIA L. TEMPLE TODD M.WEBER Planning Director Associate Planner F Radisson Hotel(PA2001-039) October 18,2001 Page 4 Exhibits 1. Draft Resolution No. 2001- Including Findings and Conditions of Approval. 2. Two(2)Letters from the Applicant. 3. Draft Findings for Denial. 4. Site Plans and Elevations. F:\Users\PLN\Shared\PA's\PA2001-039\UP 1547-A-perpt.doc Radisson Hotel(PA2001-039) October 18,2001 Page 5 S Exhibit No. 1 RESOLUTION NO. A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH APPROVING AN AMENDMENT TO USE PERMIT (UP) NO. 1547 FOR THE RADISSON HOTEL LOCATED AT 4545 MACARTHUR BLVD.(PA2001-039). The Planning Commission of the City of Newport Beach does hereby find, resolve and order as follows: Section 1. An application was duly filed by the Applicant, Mr. Zodiac with respect to property located at 4545 MacArthur Boulevard(PA2001-039)and legally described as Parcel 1 of Parcel Map No. 91-292, Re-Subdivision No. 980, requesting approval of an amendment to Use Permit (UP) No. 2001-001 to construct a 4,500 square foot, open—sided, solid-roofed patio structure located in the area of the existing tennis courts. Section 2. A public hearing was duly held on October 18, 2001, at 6:30 P.M. in the City Hall Council Chambers, 3300 Newport Boulevard, Newport Beach, California. A notice of time, place and purpose of the aforesaid meeting was duly given. Evidence, both written and oral, was duly presented to and considered by the Planning Commission at the aforesaid meeting. Section 3. The Planning Commission finds as follows: a) That the proposed location of the use is in accord with the objectives of the Zoning Code and the purposes of the district in which the site is located. The location and the use of the additional function space, both ancillary to the operations of the hotel, will replace an existing recreational space and use that is also ancillary to the operations of the hotel. b) That the proposed project is consistent with the General Plan as it pertains to a hotel property within the Retail and Service Commercial Land Use designation. The project involves the creation of additional function space within the confines of an existing hotel. Furthermore, the function space is proposed to better serve group bookings at the hotel and not increase the total amount of group bookings. c) That the proposed project qualifies for a Categorical Exemption pursuant to Section 15303 (Class 3, New Construction or Conversion of Small Structures) of the California Environmental Quality Act ("CEQA") Implementing Guidelines. The project involves constructing a 4,500 square foot open-sided, solid-roofed shade structure where a tennis court currently exists. d) That the proposed project will comply will all applicable provisions of the Municipal Code as well as any specific Conditions of Approval. The applicant is required to obtain building permits for the structure from the Building Department. Subsequent approvals from the City would be required for alcohol beverage service, outdoor entertainment, etc. Section 4. Based on the aforementioned findings, the Planning Commission hereby approves an amendment to Use Permit(UP)No. 1547, subject to the Conditions set forth in Exhibit. "A"attached. 7 Section 5. This action shall become final and effective fourteen (14) days after the adoption of this Resolution unless within such time an appeal is filed with the City Clerk or this action is call for review by the City Council in accordance with the provisions of Title 20, Planning and Zoning, of the Newport Beach Municipal Code. PASSED,APPROVED AND ADOPTED THIS 181°DAY OF OCTOBER,2001. AYES: NOES: ABSENT: BY: Larry Tucker, Chairman BY: Earl McDaniel, Secretary F:\Users\PLN\Shared\PA's\PA2001-039\UP 1547-peresolution.doc EXHIBIT "A" CONDITIONS OF APPROVAL Amendment to Use Permit(UP)No. 1547 1. That development shall be in substantial conformance with the approved site plan, electrical lighting plan,and elevations dated as received September 13,2001. 2. The amendment to UP No. 1547 shall expire unless exercised within 24 months from the date of approval as specified in Section 20.91.050 if the Newport Beach Municipal Code, unless an extension is otherwise granted. 3. That the applicant is required to obtain all applicable permits from the City Building Department. 4. That the outdoor pavilion shall only be used in an ancillary capacity in conjunction with an event or function taking place inside the hotel. The outdoor pavilion shall not be occupied concurrently for assembly purposes with the facility's interior conference and meeting space. Should the applicant seek to expand the use of the pavilion for independent or separate group events or functions, another amendment of Use Permit No. 1547 is required to address the need for additional parking and restroom capacity. 5. No alcoholic beverages are to be served in the outdoor pavilion. Should the applicant wish to remove this prohibition, City approval of a request for a new on-site liquor license is required. 6. No outdoor, sound amplification equipment or live entertainment is permitted in the outdoor pavilion area. Should the applicant wish to remove this prohibition, City approval of a request for a new on-site liquor license is required. 7. That the finished appearance and color of the metal roof be reviewed and approved by the Planning Director. F:\Users\PLN\Shared\PA's\PA2001-039\UP 1547-peresolution.doc txhibit No. 2 i October 24,2000 I - City of Newport Beach 3300 Newport Blvd Newport Beach, CA To whom it may concern: This letter is to express our desire to build the"Pavilion"on our existing tennis court. The primary reason for this conversion is so that we can be more competitive for the social and association business. This is the type of business that requires a lot of banquet space for displays or break-outs. This would not necessarily bring in extra guests,but it would allow us to space them better and give them the necessary room that they require. We have already closed our sandwich restaurant and our formal restaurant on a permanent basis several years ago, which had an occupancy limit of approximately 200. Currently some of that space is being used as a break-out room for lunch for the guests that have meetings in our meeting rooms. I want to stress that this would not change our way of operating as far as the number of people we would serve, but it would allow us to space them better since many of the hotels in Newport Beach already provide this to their guests. We are limited by size of kitchen, and the amount of equipment we have is producing at its limit now. We do not plan on using any amplified sound or live bands since this would disturb our room guests as well as nearby establishments and neighborhoods. Sincerely, M vic, Genera anager i Radisson Hotel Newport Beach a r� 4545 MacArthur Blvd. • Newport Beach,CA 92660 Telephone: (949) 833-0570 • Fax: (949) 833-3927 RECEIVED BY PLANNING DEPARTMENT CITY OF hl:::VIPOQT PEACH AM SER 1.3 2001 PM 71819,1011111 111 1314151� September 04,2001 City of Newport Beach 3300 Newport Blvd Newport Beach, CA To Whom It May Concern: The Radisson is not intending to serve alcohol in the proposed Pavilion,which will be located next to our meeting rooms and swimming pool. M ovic G ier M g r Radisson Hotel Newport Beach /► ��G �® 4545 MacArthur Blvd. • Newport Beach,CA 92660 �,fr Telephone: (949) 833-0570 • Fax: (949) 833-3927 Exhibit No. 3 Draft Findings for Denial l. That the proposed amendment for additional function space will most likely result in increased group bookings at the hotel, which may not have adequate parking nor restroom facilities to accommodate an additional 4,500 square feet of function space. Enforcement of a prohibition regarding concurrent occupancy for assembly purposes in the outdoor pavilion and the interior conference and meeting space is not feasible. (i R RESOLUTION NO. 1541 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH APPROVING AN AMENDMENT TO USE PERMIT (UP) NO. 1547 FOR THE RADISSON HOTEL LOCATED AT 4545 MACARTHUR BLVD. (PA2001-039). The Planning Commission of the City of Newport Beach does hereby find, resolve and order as follows: Section 1. An application was duly filed by the Applicant, Mr. Zovic with respect to property located at 4545 MacArthur Boulevard (PA2001-039) and legally described as Parcel 1 of Parcel Map No. 91-292, Re-Subdivision No. 980, requesting approval of an amendment to Use Permit (UP) No. 2001-001 to construct a 4,500 square foot, open—sided, covered patio structure located to take the place of the existing tennis courts. Section 2. A public hearing was duly held on October 18, 2001, at 6:30 P.M. in the City Hall Council Chambers, 3300 Newport Boulevard, Newport Beach, California. A notice of time, place and purpose of the aforesaid meeting was duly given. Evidence, both written and oral, was duly presented to and considered by the Planning Commission at the aforesaid meeting. Section 3. The Planning Commission finds as follows: a) That the proposed location of the use is in accord with the objectives of the Zoning Code and the purposes of the district in which the site is located. The location and the use of the additional function space, both ancillary to the operations of the hotel, will replace an existing recreational space and use that is also ancillary to the operations of the hotel. The project has been conditioned and designed in a manner that will ensure the use is compatible with the main operations of the hotel. b) That the proposed project is consistent with the General Plan as it pertains to a hotel property within the Retail and Service Commercial Land Use designation. The project involves the creation of additional function space for an existing use within the confines of an existing hotel property. Furthermore, the function space is proposed to better serve group bookings at the hotel and not increase the total amount of group bookings. c) That the proposed project qualifies for a Categorical Exemption pursuant to Section 15303 (Class 3, New Construction or Conversion of Small Structures) of the California Environmental Quality Act ("CEQA") Implementing Guidelines. The project involves constructing a 4,500 square foot open-sided, covered patio structure where a tennis court currently exists. d) That the proposed project will comply will all applicable provisions of the Municipal Code as well as any specific Conditions of Approval. The applicant is required to obtain building permits for the structure from the Building Department. Subsequent approvals from the City would be required for alcohol beverage service, outdoor entertainment, or other use requiring city approval of a permit. • Section 4. Based on the aforementioned findings, the Planning Commission hereby approves an amendment to Use Permit (UP)No. 1547, subject to the Conditions set forth in Exhibit "A"attached. Section 5. This action shall become final and effective fourteen (14) days after the adoption of this Resolution unless within such time an appeal is filed with the City Clerk or this action is call for review by the City Council in accordance with the provisions of Title 20, Planning and Zoning, of the Newport Beach Municipal Code. PASSED,APPROVED AND ADOPTED THIS 18th DAY OF OCTOBER,2001. AYES: McOaniel, Kiser, Agaj anian, Tucker; Gifford, Selich NOES: Nnne ABSENT: Kranzley BY: ��— —� Larry Tucker Chairman BY: Earl McDaniel, Secretary F:\Users\PLN\Shared\PA's\PA2001-039\UP 1547-peresolution.doc I EXHIBIT "A" CONDITIONS OF APPROVAL Amendment to Use Permit(UP)No. 1547 1. That development shall be in substantial conformance with the approved site plan, electrical lighting plan, and elevations dated as received by the Planning Department on September 13, 2001. 2. The amendment to UP No. 1547 shall expire unless exercised within 24 months from the date of approval as specified in Section 20.91.050 if the Newport Beach Municipal Code, unless an extension is otherwise granted. 3. That the applicant is required to obtain all applicable permits from the City Building Department. 4. The covered patio shall only be used in an ancillary capacity in conjunction with an event or function taking place inside the hotel. The combined occupant capacity of both the interior meeting space and the proposed covered patio shall not exceed the maximum capacity of the interior meeting space as it exists on October 18, 2001. 5. If the service of alcohol on the covered patio constitutes an expansion of premises pursuant to the State Department of Alcoholic Beverage Control, City approval of a Use Permit pursuant to the Alcoholic Beverage Outlet (ABO) Ordinance shall be required prior to the expansion of premises. 6. No activities involving sound amplification equipment or musical instruments including brass, drums or other percussion elements are permitted in the covered patio area. Should the applicant wish to remove this prohibition, City approval of a request for an amendment to the Use Permit is required. 7. Approval from the Planning Director is required for the finished appearance and color of the metal roof prior to installation. 8. Use Permit No. 1547 including all conditions of approval for the hotel facility located at 4545 MacArthur Boulevard remains in full force and effect except where modified by this or other amendments. F:\Users\PLN\Shared\PA's\PA2001-039\UP 1547-peresolution.doc Page of 1 Weber, Todd From: Garcia,Jay Sent: Thursday, October 18, 2001 4:51 To: Weber, Todd Subject: radison parking Radisson.Hotel Parking: 349 spaces are required based on one space for each hotel room. Storage containers displace or occupy 8 parking spaces at the rear of the property. Based on the parking plan submitted with the application, there is a deficiency of 8 parking spaces. 10/18/2001 RECEIVED BY PLANNING DEPARTMENT CITY QF NEAJ'P'r-!PT FE'ACH AM SEP 13 2001 PM 71519110111112111215141516 September 04, 2001 City of Newport Beach 3300 Newport Blvd Newport Beach, CA To Whom It May Concern: The Radisson is not intending to serve alcohol in the proposed Pavilion, which will be located next to our meeting rooms and swimming pool. Ma #I-v' ieger Radisson Hotel Newport Beach 4545 MacArthur Blvd. • Newport Beach,CA 92660 Telephone: (949) 833-0570 • Fax: (949) 833-3927 City of Newport Beach Planning Department Memormclum To: Jim Campbell From: Bill Cunningham'' CC: Date: July 17, 2001 Re: Radisson Hotel (Amended UP 1547) The applicant has submitted the following documents per our request: • Revised Plans showing the banquet areas and restrooms • Square footages for the various uses within the hotel • Authorization of agent • Revised floor plan for the proposed new covered area eliminating references to "dance floor" and entertainment. There are still a number of items we requested that have not been submitted: • Mailing labels • Copy of the shared parking agreement with the Staples Center • Revised plans indicating 207 rooms within the main tower (the plans continue to show 208 rooms; UPI 547 approved 207). • A statement as to whether or not alcoholic beverages will be served in the new covered area (both Genia and Police have asked for the statement on several occasions). The Radisson folks have indicated that they are anxious to get this item processed, but they have not been too responsive in getting us the materials requested. Should I prepare another Letter of Incompleteness? 1 6/28/2001 TO:WHOM IT MAY CONCERN FROM:FRED HALL/STAPLES RE: PARKING LOT USE/TENNIS COURT COVER STAPLES AT NEWPORT BEACH HAS NO PROBLEM WITH RADISON HOTEL OF NEWPORT BEACH COVERING THEIR TENNIS COURT. THIS SHOULD NOT AFFECT OUR PORTION OF THE EXISTING PARKING LOT NOW USED. I SPOKE WITH MARK ZOVIC, GENERAL MANAGER OF RADISON OF NEWPORT BEACH, AND HE CONCURS. TH KS FRED HALL GENERAL MANAGER NEWPORT BEACH#410 '" MEMO ' Newport Beach Hotel Limited Partnership Newport Beach Hotel Associates, Inc.,General Partner June 11, 2001 City of Newport Beach 3300 Newport Blvd. Newport Beach, CA To Whom It May Concern: This letter shall serve as notification to you that Mark Zovic, general manager of the Radisson Hotel Newport Beach, is hereby authorized to serve as the representative for the hotel owner, Newport Beach Hotel Limited Partnership, on the issue of the patio cover/pavilion project at the Radisson Newport Beach Hotel. As our representative, he is authorized to sign documentation needed in connection with the project. If you should have any questions regarding this matter, please don't hesitate to contact me at(319) 366-8201, ext. 338. Sincerely, Newport Beach Hotel Limited Partnership By: Newport Beach Associates, Inc., general partner Bv- arry CW1,President rT r J U L 1 6 2001 r o� 8 L 3330 Southgate Ct.SW•Cedar Rapids,IA 52404 • 319/366-8201 • FAX:319/362-5663 April 19, 2001 TO: Gina Garcia, Staff Planner FROM: Paul Salenko, Crime Analyst SUBJECT: Alcohol Related Statistics At your request, our office has reviewed police services data for the Radisson Hotel at 4545 MacArthur Blvd. This area encompasses our reporting district (RD) number 34 as well as part of Census Tract 626.1. This report reflects City of Newport Beach data for calendar year 2000, which is the most current data available. Calls for Service Information The calls for police services during this time are unavailable. A "call for service" is, any contact of the police department by a citizen which results in the dispatching of a unit or causes the contacted employee to take some sort of action, such as criminal investigations, alarm responses, traffic accidents, parking problems, and animal control calls, etc. Crime Information There were 6,842 crimes reported to the Newport Beach Police Department during this period. Of this total, 2,449 were Part One Crimes. Part One crimes are the eight most serious crimes (Homicide,forcible Rape, Robbery,Aggravated Assault, Burglary, Larceny-theft,Auto Theft and Arson) as defined by the FBI in the Uniform Crime Reports. The remaining 4,393 were Part Two crimes. The Part One crime rate for the entire city during this same period was 3,401.39 per 100,000 people. The national Part One crime rate was 4,269.79 per 100,000 people. Crimes RD 34 Newport Beach California's National's Part 1 151 2,449 1,261,164 11,635,148 Part 2 125 4,393 N/A N/A Crime Rate NA 3,401.39 3,805.0 4,269.79 Number of active ABC licenses in this RD 28** Arrest Information There were 12 DUI arrests and 8 Plain Drunk arrests in this area during this same period as compared to 1,657 for the entire city. This RD amounts to 1.21 % of the DUI/Drunk arrests made in the entire City. According to a recent national study by the Department of Justice, more than 36% of adult offenders convicted of crimes in 1996 had been drinking at the time of their arrest. 0 0 Arrests RD 34 Newport Beach California* National* (DUI/Drunk) 20 1,657 N/A N/A All Arrests N/A 3,447 1,494,099 9,136,294 Additional Information The Alcoholic Beverage Outlets ordnance states that the Planning Commission shall consider the crime rate in the adjacent reporting districts. The two adjacent reporting districts used are RD 39 and RD 36. As you know, RD 34 is surrounded on two sides by the City of Irvine and by Orange County areas on the other two sides. The US Census shows that no one lives in RD 34, therefore a Crime Rate can not be calculated. I have included information on RD 36 because it is nearest to the location. The make up of RD 36 is primarily residential in nature and does not give an accurate comparison. The second RD is RD 39 because it is similar in make up to RD 34 however, there are some residents in this RD. Crimes RD 36 RD 39 Part 1 85 338 Part 2 102 284 Crime Rate N/A N/A Arrests (DUI/Drunk) 15 73 Number of active ABC licenses 5** 35** Note: It is important to remember that when dealing with small numbers any change greatly affects any percentage changes. The population figure used for the Crime Rate was 72,000. *These numbers are from the 1999 Uniform Crime Reports, which is the most recent edition. **The number of active ABC licenses is the total of all types of licenses known to the police department as of the date of this document. If you are in need of any further assistance, please contact me at (949) 644-3791. Paul Salenko Crime Analysis Unit EW Pp i> CITY OF NEWPORT BEACH U = P.O. BOX 1768, NEWPORT BEACH, CA 92658-8915 C, FpR April 11, 2001 / Mr. Mike Zovic General Manager Radisson Hotel Newport Beach 4545 MacArthur Boulevard Newport Beach, CA 92660 Re: Radisson Hotel 4545 MacArthur Blvd. Use Permit No, 1547 Amended Dear Mr. Zovic: The City of Newport Beach is in receipt of a letter from Mr. Larry Cahill,President,Newport Beach Hotel Limited Partnership, naming you as the authorized agent to process the subject amended Use Permit No. 1547. In addition, the City received revised plans on Monday, July 16, 2001. The purpose of this letter is to inform you of those remaining items that have previously been requested: 1. Two sets of complete, accurate and up-to-date mailing labels for all property owners within 300 feet of the project site (please be advised that the 300-foot radius must exclude the adjacent streets); 2. Copy of the Shared Parking Agreement with the adjacent parcel (Staples Center); 3. A statement as to whether or not it is proposed to serve alcoholic beverages in the new covered meeting area; and 4. Revise the plans to indicate the main hotel tower as having 207 rooms. (Please note that the original Use Permit approval for the hotel was for 207 rooms within the main tower, not 208 as indicated on the plans—given that parking for the site is calculated on the basis of number of rooms in the hotel as well as the square footages of the various accessory uses,and since parking is an important factor in the evaluation of the proposed request, it is necessary that the plans accurately reflect the actual number of rooms in the hotel. If the number of rooms differ from that which was originally approved, we will need an explanation of the discrepancy). Please submit the items indicated above and clarifications requested, at your earliest convenience in order to continue processing of your request and set a date for the public hearing. If you have any questions regarding the project or this letter, please contact me at(949) 644-3200. Sincerely, William Cunningham, AICP Contract Planner 3300 Newport Boulevard, Newport Beach �FWP0 • CITY OF NEWPORT BEACH U Z P.O. BOX 1768, NEWPORT BEACH,CA 92658-8915 e� April 11, 2001 CPI Designs Mr. Jeff Frease 17233 Newhope, Suite F Fountain Valley, CA 92708 Re: Radisson Hotel 4545 MacArthur Blvd. Use Permit No, 1547 Amended Dear Mr. Frease: The City has had an opportunity to review your application for the proposed patio structure to be located over the existing tennis courts on the hotel property. The application is incomplete at this time. The labels that were submitted with the application are not complete and current. In order to process the application,two sets of current mailing labels for all property owners within 300 feet of the project site is required. Additionally,please respond in writing to the following: l. The plans that were submitted do not show a floor plan for the areas of food service that you indicated were removed. Submit a floor plan showing the first floor with square footage of all banquet and event facilities. 2. Provide existing square footages of the hotel and the number of on-site parking spaces. 3. The floor plan that was submitted (Page 2) indicates a dance floor, but the letter submitted with the application from Mark Zovic,indicates that there will be no amplified sound or live bands. Please clarify the use of the outdoor area. Please submit the items indicated above and clarifications requested, at your earliest convenience in order to continue processing of your request and set a date for the public hearing. If you have any questions regarding the project or this letter, please contact me at (949) 644-3209. Sincerely, Cuge ' arcia, Al Associate Planner cc. Newport Limited Partnership, Inc. 4545 MacArthur Blvd. Newport Beach, CA 92660 3300 Newport Boulevard, Newport Beach October 24,2000 City of Newport Beach 3300 Newport Blvd Newport Beach, CA To whom it may concern: This letter is to express our desire to build the"Pavilion"on our existing tennis court. The primary reason for this conversion is so that we can be more competitive for the social and association business. This is the type of business that requires a lot of banquet space for displays or break-outs. This would not necessarily bring in extra guests, but it would allow us to space them better and give them the necessary room that they require. We have already closed our sandwich restaurant and our formal restaurant on a permanent basis several years ago,which had an occupancy limit of approximately 200. Currently some of that space is being used as a break-out room for lunch for the guests that have meetings in our meeting rooms. I want to stress that this would not change our way of operating as far as the number of people we would serve, but it would allow us to space them better since many of the hotels in Newport Beach already provide this to their guests. We are limited by size of kitchen, and the amount of equipment we have is producing at its limit now. We do not plan on using any amplified sound or live bands since this would disturb our room guests as well as nearby establishments and neighborhoods. Sincerely, MVkvA Gger Radisson Hotel Newport Beach 4545 MacArthur Blvd. • Newport Beach,CA 92660 Telephone: (949) 833-0570 • Fax: (949) 833-3927 EXISTING MEETING ROOM PACIFIC-HOLDS 450 AT MAXIMUM CAPACITY NEWPORT BAY ROOM-HOLDS 120 AT MAXIMUM CAPACITY CRYSTAL COVE ROOM-HOLDS 16 AT MAXIMUM CAPACITY EMERALD BAY-(NOT SHOWN IN ATTACHED DRAWINGS)20'X28' HOLDS 22 AT MAXIMUM CAPACITY AN PACIFIC 4 60 'x24 '6 " PACIFIC 3 60 'x24'6 " PACIFIC 1 � PACIFIC 2 31 ,6 "x-1 T '6 " � 28 '6 "x44 '6 " � ENCLOSED CORRIDOR OUX12b 1U Al-�LA • PACIFIC 5 60 'x33 ' • PACIFIC 4 60 'x24 '6 " o 0 0 I I i i Crystal Cove Room I y o U U_ c N Foyer I I - I z I J �J T r y �� CITY OF NEWPORT BEACH PLANNING DEPARTMENT PROJECT REVIEW REQUEST Date: September 21,2001 Staff Planner: Todd Weber, 644-3209 X PUBLIC WORKS &TRAFFIC ENG� X PLANS ATTACHED(PLEASE RETURN) UTILITIES DEPARTMENT X FIRE DEPARTMENT _PLANS ON FILE IN PLANNING DEPT. BUILDING/GRADING DEPARTMENT COMMUNITY SERVICES POLICE DEPARTMENTNICE&INTELLIGENCE HARBOR DEPARTMENT REVENUE ECONOMIC DEVELOPMENT(Commercial Development Only) APPLICATION OF: CPI Designs CONTACT: I Diana Musgrave&&Jeff Frease 714-815-6491 FOR: UP1547Amended (PA2001-039) DESCRIPTION: A use permit to construct a 4,500 square foot,open roofed patio structure located in the area of the existing tennis courts on the hotel property. The proposed structure will be used in conjunction with hotel events and banquets. The plans were orginally circulated in March 2001 and the only changes reflected on this set is the correct notation of total guest rooms and the deletion of a stage area on the seating plan. LOCATION: 4545 MacArthur Boulevard,Radisson Hotel REPORT REQUESTED BY: October 3, 2001 COMMISSION REVIEW(Tentative): October 18, 2001 Check all that apply: ❑ NN comments on the project as presented. Li Recommended conditions of approval are attached. Application of Standard Code requirements ❑ Application of Standard Code requirements or the are not expected to alter the project design. attached conditions of approval will substantially impact or alter the design of the project. ❑ I contacted the applicant on to: ❑ schedule an appointment for Code review, ❑ discuss the following(attach separate sheet if necessary): ADDITIONAL COMMENTS (❑see attached): Si nature: Ext. Date: t I CITY OF NEWPORT BEACH PLANNING DEPARTMENT PROJECT REVIEW REQUEST Date: September 21,2001 s Stgff`Manner: Todd Weber, 644-3209 2-Se J X PUBLIC WORKS &TRAFFIC ENGINEER X hANS ATTACHED(PLEASE RETURN) UTILITIES DEPARTMENT X FIRE DEPARTMENT _PLANS ON FILE IN PLANNING DEPT. _ BUILDING/GRADING DEPARTMENT _ COMMUNITY SERVICES _ POLICE DEPARTMENT/VICE&INTELLIGENCE _ HARBOR DEPARTMENT _ REVENUE ECONOMIC DEVELOPMENT(Commercial Development Only) APPLICATION OF: CPI Designs CONTACT: I Diana Musgrave&&Jeff Frease 714-815-6491 FOR: UP1547Amended(PA2001-039) DESCRIPTION: A use permit to construct a 4,500 square foot, open roofed patio structure located in the area of the existing tennis courts on the hotel property. The proposed structure will be used in conjunction with hotel events and banquets.The plans were orginally circulated in March 2001 and the only changes reflected on this set is the correct notation of total guest rooms and the deletion of a stage area on the seating plan. LOCATION: 4545 MacArthur Boulevard,Radisson Hotel REPORT REQUESTED BY: October 3, 2001 COMMISSION REVIEW(Tentative): October 18,2001 Check all that apply: ❑ No comments on the project as presented. ❑ Recommended conditions of approval are attached. ❑ Application of Standard Code requirements ❑ Application of Standard Code requirements or the are not expected to alter the project design. attached conditions of approval will substantially impact or alter the design of the project. ❑ I contacted the applicant on to: ❑ schedule an appointment for Code review, ❑ discuss the following(attach separate sheet if necessary): ADDITIONAL COMMENTS (❑see attached): Signature: Ext. Date: • CITY OF NEWPORT BEACH • PLANNING DEPARTMENT PROJECT REVIEW REQUEST Date: March 5,2001 Staff Planner: Genia Garcia, 644-3208 X PUBLIC WORKS DEPARTMENT/ X PLANS ATTACHED(PLEASE RETURN) X TRAFFIC ENGINEER X FIRE DEPARTMENT _PLANS ON FILE IN PLANNING DEPT. X BUILDING/GRADING DEPARTMENT COMMUNITY SERVICES X POLICE DEPARTMENTNICE&INTELLIGENCE MARINE SAFETY REVENUE X ECONOMIC DEVELOPMENT(Commercial Development Only) APPLICATION OF: CPI Designs CONTACT: Diana Musgrave&Jeff Frease, 714-815-6491, FOR: UP1547Amended(PA2001-039) DESCRIPTION: A use permit to construct a 4,500 square foot, open roofed patio structure located in the area of the existing tennis courts on the hotel property. The proposed structure will be used in conjunction with hotel events and banquets. LOCATION: 4545 MacArthur Boulevard,Radisson Hotel REPORT REQUESTED BY: April 18, 2001 COMMISSION REVIEW(Tentative): May 3, 2001 Check all that apply: k comments on the project as presented. ❑ Recommended conditions of approval are attached. plication of Standard Code requirements ❑ Application of Standard Code requirements or the are not expected to alter the project design. attached conditions of approval will substantially impact or alter the design of the project. ❑ I contacted the applicant on to: 0 schedule an appointment for Code review, 0 discuss the following(attach separate sheet if necessary): ADDITIONAL COMMENTS (0 see attached): Signafore: Ext. Date: CITY OF NEWPORT BEACH PLANNING DEPARTMENT PROJECT REVIEW REQUEST Date: March 5, 2001 Staff Planner: Genia Garcia, 644-3208 X PUBLIC WORKS DEPARTMENT/ X PLANS ATTACHED(PLEASE RETURN) X TRAFFIC ENGINEER X FIRE DEPARTMENT _PLANS ON FILE IN PLANNING DEPT. X BUILDING/GRADING DEPARTMENT COMMUNITY SERVICES X POLICE DEPARTMENTNICE&INTELLIGENCE MARINE SAFETY REVENUE X ECONOMIC DEVELOPMENT(Commercial Development Only) APPLICATION OF: CPI Designs CONTACT: Diana Musgrave&Jeff Frease, 714-815-6491, FOR: UP1547Amended(PA2001-039) DESCRIPTION: A use permit to construct a 4,500 square foot, open roofed patio structure located in the area of the existing tennis courts on the hotel property. The proposed structure will be used in conjunction with hotel events and banquets. LOCATION: 4545 MacArthur Boulevard,Radisson Hotel REPORT REQUESTED BY: April 18, 2001 COMMISSION REVIEW(Tentative): May 3, 2001 Check all that apply: ❑ No comments on the project as presented. ❑ Recommended conditions of approval are attached. ❑ Application of Standard Code requirements �Application of Standard Code requirements or the are not expected to alter the project design, attached conditions of approval substantially 0- cZrc 0 cam, impact or alter the design of the project12 . I contacted the a nt on to: O schedule an appointment for Code review,Iq discuss the following(attach separate sheet if necessary): Me Li) &_44p r t _ /1t id od.4 , r e, ADDITIONAL COMMENTS (d see attached): ,jr—f Sig-nature: Ext. Date: CITY OF NEWPORT BEACH 4) PLANNING DEPARTMENT PROJECT REVIEW REQUEST Date: March 5, 2001 Staff Planner: Genia Garcia, 644-3208 X PUBLIC WORKS DEPARTMENT/ X PLANS ATTACHED(PLEASE RETURN) X TRAFFIC ENGINEER X FIRE DEPARTMENT _PLANS ON FILE IN PLANNING DEPT. X BUILDING/GRADING DEPARTMENT _ COMMUNITY SERVICES X POLICE DEPARTMENTNICE&INTELLIGENCE MARINE SAFETY REVENUE X ECONOMIC DEVELOPMENT(Commercial Development Only) APPLICATION OF: CPI Designs CONTACT: Diana Musgrave&Jeff Frease, 714-815-6491, FOR: UP1547Amended(PA2001-039) w DESCRIPTION: A use permit to construct a 4,500 square foot,openvae€ed-patio structure located in the area of the existing tennis courts on the hotel property. The proposed structure will be used in conjunction with hotel events and banquets. LOCATION: 4545 MacArthur Boulevard,Radisson Hotel REPORT REQUESTED BY: April 18, 2001 COMMISSION REVIEW(Tentative): May 3, 2001 Check all that apph ❑ No comments on the project as presented. ❑ Recommended conditions of approval are attached. ❑ Application of Standard Code requirements ❑ Application of Standard Code requirements or the are not expected to alter the project design. attached conditions of approval will substantially impact or alter the design of the project. ❑ I contacted the applicant on to: 0 schedule an appointment for Code review, 0 discuss the following(attach separate sheet if necessary): ADDITIONAL COMMENTS(0 see attached): Simature: Ext. Date: r 1 WAIM, OR VOW now WF III WED r � r 1OC:5C-,A7 S l 8 1 WAMJ IN FA .r .� a- i IrR =,OP 77 +. 77 ,qk }t. 4 - f' w. t i� P N 1 �A 1 ` i JJ de a� �.'4��L,.�iV111 at , � ., s . 2... VI i r4 F SW 10 r s ` f r �-A .r r / t o o r s _ ,004 _ ja V � MONSOON ZMEMEME FA wivq/,� ,W'm IN MUNROE r rp C -lil . ..a.._ a�.✓.� / �r .�� .: , . ,..� s. '` .- ram . � a Y 5 ' r r, City Council Meeting April 27 , 1987 Agenda Item No. D-4 CITY OF NEWPORT BEACH TO: City Council FROM: Planning Department SUBJECT: Use Permit No. 1547 (Amended) Request to amend a previously approved use permit which allowed the establishment and expansion of the existing 349 room Sheraton- Newport Hotel in the Newport Place Planned Community. The proposed amendment is to allow a new ten-story addition which includes 119 guest rooms, a kitchen addition, small meeting rooms apd a relocated lighted tennis court on the site. LOCATION: Parcels 1 and 2 of Parcel Map 40-11 (Resub- division No. 483) located at 4545 MacArthur Boulevard, bounded by MacArthur Boulevard, Birch Street and Corinthian Way, in the Newport Place Planned Community. ZONE: P-C APPLICANT: Newport Inn Joint Venture, Boston OWNER: Bay Colony Property Company, Inc. , Boston Application The subject application is a request to amend a previously approved Use Permit for the Sheraton Hotel in the Newport Place Planned Community. If approved, this amendment would allow an expansion of the existing 349 room hotel. Proposed is a ten-story addition including 119 guest rooms, a kitchen addition, small meeting rooms, and a relocated lighted tennis court. Use Permit procedures are described in Chapter 20. 80 of the Newport Beach Municipal Code. Suggested Action Hold hearing; close hearing; if desired, sustain, modify or overrule the decision of the Planning Commission. TO: Ci Council - 2. L Planning Commission Recommendation At its meeting of March 5, 1987, the Planning Commission voted (6 Ayes, 1 Absent) to approve Use Permit No. 1547 (Amended) with the Findings and subject to the Conditions set forth in the attached excerpt of the Planning Commission minutes dated March 5, 1987. Discussion In November 1983, the City Council approved an amendment to Use Permit 1547 to allow the project proposed in this application. The Use Permit was further amended in 1985 to allow additional time to commence construction. The existing Use Permit expires in April 1987. The applicant has indi- cated that they are still interested in expanding the hotel as previously approved, but that they are unsure of the specific time frame in which construction may commence. The applicant has, therefore, requested this approval to allow additional time to construct the project. A copy of the staff report to the Planning Commission analyzing the proposal is attached for the information of the City Council. Respectfully submitted, PLANNING DEPARTMENT James D. Hewicker, Director By PATRICIA LEE TEMPLE Environmental Coordinator Attachments: (For City Council Only) 1. Excerpt of Planning Commission minutes of March 5, 1987. 2. Planning Commission staff report of March 5, 1987. 3 . Plans and Elevations. PLT/WP\CC\ UP1547A.CCR 4-20-87 COMMISSIONERS • MINUTES March 5, 1987 CITY OF NEWPORT BEACH ROLL CALL INDEX venue and First Avenue under an encroachment pe issued by the Public Works Department. 9. That all ve lar access to the property be from the adjacent al 10. That County Sanitation D ict fees be paid prior to issuance of any. building its. 11. That this resubdivision shall expire the map has not been recorded within 3 years of date of approval, unless an extension is granted by Use Permit No. 1547 (Amended) (Public Hearing) Item No. 3 Request to amend a previously approved use permit which UP1547A permitted the expansion of the existing 349 room Sheraton-Newport Hotel to include: a new ten-story Approved addition which includes 119 guest rooms, a kitchen addition, small meeting rooms, and relocated lighted tennis courts and pool. The proposed amendment in- volves a request to extend the subject use permit for a period of two years beyond the original expiration date of April 25, 1987. LOCATION: Parcels 1 and 2 of Parcel Map 40-11 (Resubdivision No. 483) located at 4545 MacArthur Boulevard, on property bounded by MacArthur Boulevard, Birch Street and Corinthian Way, in the Newport Place Planned Community. ZONE: P-C APPLICANT: Newport Inn Joint Venture, Boston OWNER: Bay Colony Property Company, Inc. , Boston The public hearing was opened in connection with this item, and Mr. David Neish appeared before the Planning Commission on behalf of the applicant. Mr. Neish stated that the applicant concurs with the findings and conditions in Exhibit "A". The public hearing was closed at this time. -8- 7 COMMISSIONERS MINUTES March 5, 1987 CITY OF NEWPORT BEACH 9 ROLL CALL INDEX Motion K Motion was made to approve Use Permit No. 1547 (Amended) subject to the findings and conditions in Exhibit "A". Commissioner Koppelman asked the maker of the motion to Amendment include an amendment to Condition No. 28 that would to Motion require a traffic study prior to the issuance of the building permit. The maker of the motion accepted the amendment to Condition No. 28. Commissioner Koppelman explained that the amendment requires a new traffic study and amendment to the approved traffic phasing plan prior to the issuance of the building permit if this permit is not exercised prior to December 10, 1987, when the current traffic study expires. Ayes x x K K K K Motion voted on to approve Use Permit No. 1547 Absent X (Amended) subject to the findings and conditions in Exhibit "A", including the recommended amendment to Condition No. 28. MOTION CARRIED. FINDINGS: 1. An Environmental Impact Report was prepared for the project and certified by the City in November, 1983, in compliance with the California Environ- mental Quality Act, the State CEQA Guidelines and City Policy. 2. That based on the information contained in the Environmental Impact Report, the project incorpo- rates mitigation measures to reduce potential- ly-significant environmental effects, and that the project will not result in significant environ- mental impacts. Further, the economic and social benefits to the community override any presently anticipated negative environmental effects of the project. 3. That the project is consistent with the Newport Beach General Plan and the Newport Place Planned Community. 4. That a Traffic Study and Traffic Phasing Plan Amendment have been approved for the project. 5. The project will comply with all applicable City and State Building Codes and Zoning requirements for new building applicable to the district in -9- �i COMMISSIONERS MINUTES March 5, 1987 LO CITY OF NEWPORT BEACH ROLL CALL INDEX which the proposed project is located, except those items requested in conjunction with the proposed modifications. 6. The Police Department has indicated that it does not contemplate any problems. 7. Adequate off-street parking and related vehicular circulation are being provided in conjunction with the proposed development. 8. The approval of Use Permit No. 1547 (Amended) will not under the circumstances of this case be detrimental to the health, safety, peace, morals, comfort and general welfare of persons residing and working in the neighborhood or be detrimental or injurious to property or improvements in the neighborhood or the general welfare of the City. CONDITIONS 1. That the proposed development shall be in substan- tial conformance with the approved plot, floor plans, etc. , except as may be modified by the below Conditions. 2. Development of the site shall be subject to a grading permit to be approved by the Building and Planning Departments. 3. That a grading plan, if required, shall include a complete plan for temporary and permanent drainage facilities, to minimize any potential impacts from silt, debris, and other water pollutants. 4. The grading permit shall include, if required, a description of haul routes, access points to the site, watering, and sweeping program designed to minimize impact of haul operations. 5. An erosion, siltation and dust control plan, if required, shall be submitted and be subject to the approval of the Building Department and a copy shall be forwarded to the California Regional Water Quality Control Board, Santa Ana Region. -10- COMMISSIONER S MINUTES March 5, 1987 CITY OF NEWPORT BEACH ROLL CALL INDEX 6. The velocity of concentrated run-off from the project shall be evaluated and erosive velocities controlled as a part of the project design. 7. That grading shall be conducted in accordance with plans prepared by a Civil Engineer and based on recommendations of a soil engineer and an engi- neering geologist subsequent to the completion of a comprehensive soil and geologic investigation of the site. Permanent reproducible copies of the "Approved as Built" grading plans on standard size sheets shall be furnished to the Building Depart- ment. 8. That erosion control measures shall be done on any exposed slopes within thirty days after grading or as approved by the Grading Engineer. 9. Control of infiltration to the groundwater system for the project shall be provided as part of the project design. 10. That existing on-site drainage facilities shall be improved or updated to the satisfaction of the Public Works and Building Department. 11. Any modification of existing on-site drainage systems or extensions of culverts for contributory drainage from surrounding areas shall be studied during project design and necessary improvements installed in conformance with local ordinances and accepted engineering practices and in a manner acceptable to the City Public Works and Building Departments. 12. A qualified archaeologist or paleontologist shall evaluate the site prior to commencement of con- struction activities, and that all work on the site be done in accordance with the City's Council Policies K-5 and K-6. 13. Prior to the issuance of any grading permits, the applicant shall waive the portions of AB 952 related to the City of Newport Beach responsibil- ities for mitigation of archaeological impacts, in a manner acceptable to the City Attorney. 14. Fugitive dust emissions during construction shall be minimized by watering the site for dust -11- COMMISSIONERS • MINUTES -o �L March 5, 1987 s °`z ` y°�'`9=°�► CITY OF NEWPORT BEACH ROLL CALL INDEX control, containing excavated soil onsite until it is hauled away, and periodically washing adjacent streets to remove accumulated materials. 15. A landscape and irrigation plan for the project shall be prepared by a licensed landscape archi- tect. The landscape plan shall integrate and phase the installation of landscaping with the proposed construction schedule. (Prior to the occupancy of any structure, the licensed landscape architect shall certify to the Planning Department that the landscaping has been installed in accor- dance with the prepared plan) . 16. The landscape plans shall be subject to the review of the Parks, Beaches and Recreation Department and approval of the Planning and Public Works Departments. 17. The landscape plan shall include a maintenance program which controls the use of fertilizers and pesticides. 18. The landscape plan shall place heavy emphasis on the use of drought-resistant native vegetation and be irrigated with a system designed to avoid surface runoff and over-watering. 19. The landscape plan shall place heavy emphasis on fire-retardant vegetation. 20. Street trees shall be provided along the public streets as required by the Public Works Department and the Parks, Beaches and Recreation Department. 21. Landscaping shall be regularly maintained free of woods and debris. All vegetation shall be regu- larly trimmed and kept in a healthy condition. 22. The timing of construction in parking areas shall be approved by the Grading Engineer and Planning Department. 23. That a standard use permit agreement and accompa- nyinq surety be provided in order to guarantee satisfactory completion of the public improvements if it is desired to obtain a building permit prior to completion of the public improvements. -12- COMMISSIONERS • MINUTES March 5, 1987 �,►y�y <<yo� y CITY OF NEWPORT BEACH ROLL CALL INDEX 24. That the water system be provided as required by the Irvine Ranch Water District. 25. That the displaced concrete sidewalk be replaced at the Birch Street entrance and that access ramps be constructed at the intersections of Birch Street and MacArthur Boulevard, MacArthur Boule- vard and Corinthian Way and Corinthian Way and Birch Street, and at each street entrance to the hotel parking lot where none exist. Access ramps and walks shall also be constructed in the median island at the intersection of MacArthur Boulevard and Corinthian Way and on the southwesterly curb return. 26. That prior to the issuance of any building permits a specific soils and foundation study shall be prepared and approved by the Building Department. 27. That all conditions of the approved Traffic Phasing Plan be met, if the use permit is ex- ercised prior to December 10, 1987 28. That a new Traffic Study and amendment to the approved Traffic Phasing Plan shall be required prior to the issuance of a building permit if this use permit is not exercised prior to December 10, 1987. 29. Bus turnouts and shelters shall be installed on Birch Street and MacArthur Blvd. at locations approved by the Traffic Engineer and the Orange County Transit District. The shelters shall be located outside the right-of-way, shall be min- imized by the applicant and shall display no advertising. 30. Sight distance at all intersections shall be provided in accordance with City Std. Swg. 110-L with Birch Street as a secondary arterial. 31. That a study be provided prior to issuance of any building permits showing that adequate sewer facilities are available, if required by the Public Works Department. Any modifications to the existing facilities shown to be required by the study shall be the responsibility of the develop- er. -13- D COMMISSIONERS MINUTES March 5, 1987 CITY OF NEWP ORT BEACH ROLL CALL INDEX 32. That all improvements be constructed as required by ordinance and the Public Works Department. 33. Prior to occupancy of any building, the applicants shall provide written verification from Orange County Sanitation that adequate sewer capacity is available to serve the project. 34. Any construction on the site should be done in accordance with the height restriction for the area. Said should apply to any landscape mate- rials, signs, flags, etc. as well as structures. 35. That the final design of all on-site vehicular and pedestrian circulation, and parking be reviewed and approved by the City Traffic Engineer and Planning Department. 36. All parking areas shall be subject to further review and approval by the Traffic Engineer. All parking spaces shall be a minimum 9' x 18' unless a modification is approved to allow compact parking spaces. 37. That the lighting system shall be designed and maintained in such a manner as to conceal the light source and to minimize light spillage and glare to the adjacent uses. The plans shall be prepared and signed by a Licensed Electrical Engineer; with a letter from the Engineer stating that, in his opinion, this requirement has been met. 38. The applicant shall provide energy-conserving street and parking lot lighting and minimize decorative or non-functional lighting in a manner acceptable to Planning Director. 39. A lighting plan shall be submitted for review by the Police Department to ensure adequate lighting of pedestrian walkways and parking areas. 40. The proposed project shall incorporate an internal security system (i.e. security guards, alarms, access limits after hours) that shall be reviewed by the Planning Department. 41. That all buildings on the project site shall be equipped with fire suppression systems approved by -14- • COMMISSIONERS MINUTES March 5, 1987 CITY OF NEWPORT BEACH ROLL CALL INDEX the Fire Department. Dependent upon the connection of new structures to the existing buildings, the Fire Department may require fire sprinkler systems for all buildings to be interconnected. 42. That all access to the buildings be approved by the Fire Department. 43. That all on-site fire protection (hydrants and Fire Department connections) shall be approved by the Fire and Public Works Departments. 44. That fire vehicle access shall be approved by the Fire Department. 45. On-site water mains and fire hydrants locations are to be approved by the Fire and Public Works Departments. 46. Final design of the project shall provide for the incorporation of water-saving devices for project lavatories and other water-using facilities. 47. The project shall incorporate the use of alterna- tive energy technology into building designs and systems for heating pools and spas at the hotel. Prior to the issuance of any building permit for said the applicant shall demonstrate to the satisfaction of the Planning Director that the concerns of this condition have been met. 48. A grease trap system shall be designed and incor- porated into the hotel site design, to the satis- faction of the City of Newport Beach Building and Utilities Departments. The location of the grease trap shall be easily accessible and a city rep- resentative shall be allowed access to inspect the system at all times. The applicant shall also supply to the City for approval a grease trap maintenance program that provides for ongoing maintenance and inspections. 49. Openable windows for guest rooms shall be used to allow cooling by normal breezes unless it is determined for certain area by the City that said are not appropriate for safety of securing rea- sons. -15- ra COMMISSIONERS • _ MINUTES y G March 5, 1987 0 CITY OF NEWPORT BEACH ROLL CALL INDEX 50. Interior noise levels in the proposed project shall not exceed 45 CNEL in any habitable space. 51. Prior to the issuance of building permits, a program for the sorting of recyclable material from solid wastes shall be developed and approved by the Planning Department. 52. All proposed development shall provide for weekly vacuum sweeping of all surface parking areas. 53. The applicant shall plan and implement a program to encourage the use of high-occupancy vehicles and alternate transportation modes for employees and visitors to the Sheraton Hotel, in a manner acceptable to the Planning Director. Said program shall include hotel employees being encouraged to use the OCTD Transit system through the provision of subsidized bus passes or other appropriate means. 54. Transportation to the John Wayne Airport for hotel patrons shall be provided and encouraged. 55. That any rooftop or other mechanical equipment shall be sound attenuated in such a manner as to achieve a maximum sound level of 55 Dba at the property line and that any mechanical equipment and emergency power generators shall be screened from view. 56. Signage and exterior lighting shall be of similar design theme throughout the project and shall be approved by the Planning and Public Works Depart- ments. 57. The applicant shall provide energy-conserving street and parking lot lighting and minimize decorative or non-functional lighting in a manner acceptable to the Planning Director. 58. That prior to the issuance of building permits, the Fire Department shall review the proposed plans and may require automatic fire sprinkler protection. 59. The "Life Safety System" in the existing hotel shall be upgraded to current code require- -16- it COMMISSIONERS MINUTES Z� - n March 5, 1987 dG �N'P 99oiyc� Z CITY OF NEWPORT BEACH ROLL CALL INDEX ments. The entire Life Safety System in the existing and new buildings shall be integrated into one system reporting to one fire control room. 60. That the Planning Commission may add or modify conditions of approval to this use permit, or recommend to the City Council the revocation of this use permit, upon a determination that the operation which is the subject of this use permit, causes injury, or is detrimental to the health, safety, peace, morals, comfort, or general welfare of the community. 61. This use permit shall expire unless exercised within 24 months from the date of approval as specified in Section 20.08.090 of the Newport Beach Municipal Code. Item No.4 R est to amend a previously approved use permit which UP3093A pe tted the construction of a retail commercial builds on the subject property located in the Unclas- UP3252 sified strict. The proposed amendment is a request to modify a approved plan and to allow the approval Approved of an except permit so as to permit the installation of a fourth wal sign whereas the approved plan and the Zoning Code allow ly three wall signs. APPLICANT: Southla Corporation, Garden Grove OWNER: Same as app ' ant AND B. Use Permit No. 3252 (Public Heari ) Request to permit the establishment of dry cleaning facility in an existing building located in he Unclas- sified District. LOCATION: Lot 717, First Addition of the Ne rt Mesa Tract, located at 1495 Superior Avenue, on property bounded by Superio Avenue, Placentia Avenue, and 15th -17- Planning Commission Meeting March 5, 1987 Agenda Item No. 3 CITY OF NEWPORT BEACH TO: Planning Commission FROM: Planning Department SUBJECT: Use Permit No. 1547 (Amended) (Public Hearing) Request to amend a previously approved use permit which allowed the establishment and expansion of the existing 349 room Sheraton-Newport Hotel in the Newport Place Planned Community. The proposed amendment is to allow a new ten-story addition which includes 119 guest rooms, a kitchen addition, small meeting rooms and a relocated lighted tennis court on the site. LOCATION: Parcels 1 and 2 of Parcel Map 40-11 (Resubdivision No. 483) located at 4545 MacArthur Boulevard, bounded by MacArthur Boulevard, Birch Street and Corinthian Way, in the Newport Place Planned Community. ZONE: P-C APPLICANT: Newport Inn Joint Venture, Boston OWNER: Bay Colony Property Company, Inc. , Boston Application The subject application is a request to amend a previously approved Use Permit for the Sheraton Hotel in the Newport Place Planned Commu- nity. If approved, this amendment would allow an expansion of the existing 349 room hotel. Proposed is a ten-story addition including 119 guest rooms, a kitchen addition, small meeting rooms, and a relocated lighted tennis court. Use Permit procedures are described in Chapter 20.80 of the Newport Beach Municipal Code. Background In February, 1972, the Newport Beach Planning Commission approved Use Permit No. 1547 to allow construction of the Sheraton Hotel in the Newport Place Planned Community. The 7-story hotel was completed in 1974 with 207 guest rooms, banquet facilities, restaurants, meeting rooms, and recreational facilities. _ TO: Planning Commission - 2. In May 1977, the Planning Commission approved the construction of a 10-story addition to the hotel. The Commission found that the project had no significant environmental impacts, and amended the Planned Community text for Newport Place to stipulate that parking require- ments for the Sheraton Hotel be determined by a demonstrated formula. The 1977 expansion added 142 guest rooms to existing facilities, resulting in a total of 349 rooms onsite. In November 1983, the City Council approved a further amendment to Use Permit No. 1547 to allow the project proposed in this application. The Use Permit was further amended in 1985 to allow additional time to commence construction. The existing Use Permit will expire in April, 1987. The applicant has indicated that they are still interested in expanding the hotel as previously approved, but that they are unsure of the specific time frame in which construction may commence. The applicant has, therefore, requested this approval to allow additional time to construct the project. Subject Property and Surrounding Land Use The project site is located on the southwesterly corner of Birch Street and MacArthur Boulevard, at 4545 MacArthur Boulevard, in the Newport Place Planned Community. To the northeast, across MacArthur Boulevard, are office uses in the Koll Center Newport Planned Communi- ty. To the south, across Corinthian Way, are mixed office and commer- cial uses in the Newport Place Planned Community. To the west, across Birch Street, are mixed office and commercial uses of the Campus Drive industrial/office area. Environmental Significance The project proposed is the same project previously approved and was analyzed pursuant to the California Environmental Quality Act (CEQA) in an Environmental Impact Report which was reviewed and certified concurrent with the previous approval. It has been determined to proceed with this application utilizing the previously certified EIR. A notice indicating that the City intends to use a previously prepared EIR for this project has been published pursuant to Section 15153 of the State CEQA Guidelines. A copy of the Certified Final Environmental Impact Report for the Sheraton Hotel Expansion is available for review at the City of Newport Beach, Planning Department, 3300 Newport Boulevard, Newport Beach, CA (714) 644-3225. Conformance with the General Plan The project site is designated for Retail and Service Commercial uses on the Newport Beach General Plan. Hotel use is permitted under this land use category. The proposed project is consistent with the General Plan (4 TO: Planning Commission - 3. Analysis Project Characteristics The following chart indicates the existing, proposed and total facil- ities on the site: EXISTING BUILDING AREAS A. 7 Story Hotel 92,607* B. 1 of Meeting Room/Kitchen 13,900* C. 10 to Hotel Addition 80,337 D. 1 " Connection 3,611 E. 1 Meeting Room & Storage 4,208 F. 1 Fire Pump Room 180 -- 1 " Pool Equipment & Toilets (440)** Subtotal 194,843 NEW BUILDING AREAS G. 10 Story Hotel Addition 87,597 H. 1 of Connection Addition 9,527 I. 1 if Kitchen Addition 1,425 J. 1 of Banquet Storage Addition 2,000 Subtotal 100,549 TOTAL BUILDING AREA 295,392 EXISTING ROOM AREAS Meeting Restaurants Rooms A. Bar & Lounge 1,875* A. Coffee Shop 1,750* A. Restaurant 1,620* A. Meeting Room 594* A. Meeting Rooms 378* B. Meeting Rooms 5,280* C. Meeting Rooms 2,170 D. Restaurant 1,630 E. Meeting Rooms 2►257 Subtotals 6,875 10,679 _ TO: Planning Commission - 4. NE14 ROOM AREAS Meeting Other Restaurants Rooms G. Meeting Room (Theatre) 1,337 G. 5 Meeting Rooms 3,268 G. Service Areas 805 G. Mechanical 759 G. Stairs & Elevators 434 G. Storage 335 G. Toilets 253 G. Office 204 G. Circulation 3,021 H. Office Area 2,515 H. Toilets 546 H. Gift Shop 467 H. Deli 456 H. Game Room 308 H. Car Rental & Air Reservation 207 H. Interior Plaza & Circulation 4,965 Subtotals 13,272 456 4,645 TOTAL ROOM AREAS 13,272 7,331 15,423 GUEST ROOMS A. Existing 7 Story Hotel 207 C. Existing 10 Story Hotel Addition 142 Subtotal 349 G. New 10 Story Hotel Addition 119 TOTAL PROPOSED GUEST ROOMS 468 TO: Planning Commission - 5. PARKING Handicapped Existing Proposed Existing - Not Shown 645 Existing Handicapped 6 Total Shown - Proposed Plan 530 Required Handicapped Included 7 Total Parking Required with New Hotel Addition per Traffic & Parking Study by Weston Pringle and Associates Dated: June 28, 1983 464 Surplus 66 Typical Stall Size: 9'-0" x 18'-0" at 24'-0" Driveways 8'-6" x 18'-0" at 26'-0" Driveways SITE AREAS & COVERAGE Area Coverage Parking Area 172,926 45.3% Landscaping Area 142,559 37.4% Ground Floor Area 66,362 17.3% TOTAL SITE AREA (8.766 Acres) 381,847 100 % Zoning Comparison Setbacks Required Proposed ° MacArthur Boulevard 30' 30' ° Birch Street 30' 30' ° Corinthian Way 10' 10' Parking 464 530 Height 375' max. ±121 feet Hotel Rooms 483 max. 468 M • TO: Planning Commission - 6. Use Permit No. 1547 (Amended) As previously indicated, the applicant has requested approval of the amendment to their approved Use Permit to allow the expansion of the existing hotel. Section 20.80.060 of the Newport Beach Municipal Code provides that in order to grant any use permit, the Planning Commis- sion shall find that the establishment, maintenance or operation of the use or building applied for will not, under the circumstances of- the particular case, be detrimental to the health, safety, peace, morals, comfort, and general welfare of persons residing or working in the neighborhood of such proposed use or be detrimental or injurious to property and improvements in the neighborhood or the general welfare of the City. Parking The Newport Place Planned Community District Regulations provide that hotel parking shall be provided based upon a demonstrated formula. The applicant's proposed project will provide parking as indicated below: Existing Standard 645 Compact -0- Handicapped 6 TOTAL 651 Proposed Standard 523 Compact -0- Handicapped 7 TOTAL 530 Required TOTAL 464 Surplus 66 1. Based on onsite parking survey As indicated above, the project will have a surplus of parking' based upon the demonstrated formulas however, it will have less parking than the existing hotel. This is due to the fact that the existing facili- ty is overparked. Hotel Rooms The plans and elevations submitted for consideration show an addition of 119 hotel rooms, including two large suites. As previously in- dicated, the Newport Place Planned Community allows a maximum of 483 hotel rooms on the subject property. The application under consid- eration illustrates an expansion plan resulting in a total of 468 rooms. At the time the hotel room limit was established, it was 0 TO: Planning Commission - 7. indicated that the limit established would allow for the conversion of suites to individual hotel rooms with no further amendment to the use permit. It would not allow any room additions outside of the previ- ously approved structures. If the applicant chose to provide only standard hotel rooms, the plan submitted for this application would result in a maximum of 126 hotel rooms in the expansion. Traffic Study The original approval (1983) for the expansion of the Sheraton Hotel included approval of a traffic study pursuant to Chapter 15.40 of the Newport Beach Municipal Code (Traffic Phasing Ordinance) . This study indicated that only one intersection of 16 analyzed was considered "critical," and the ICU for that intersection (Birch Street/MacARthur Boulevard) remained below 0.90. When the Use Permit was reconsidered in 1985, the critical intersection was analyzed again, and found to remain below 0.90. In December 1985, amendments to the Traffic Phasing Ordinance became effective. One of the amendments established a sunset clause for previously approved traffic studies. The Traffic Study approval granted for this project will, therefore, expire December 10, 1987. If this Use Permit is approved but not exercised by December 10, 1987, a new Traffic Study will be required which must be reviewed and approved by the Planning Commission prior to the issuance of building permits. Conclusion and Recommendation The project meets or exceeds all standards for development established by the Planned Community District Regulations. Additionally, the proposed project is consistent with the Newport Beach General Plan. Staff recommends approval of Use Permit 1547 (Amended) subject to the Findings and Conditions of Approval attached hereon as Exhibit "A". PLANNING DEPARTMENT JAMES D. HEWICKER, Director y PATRICIA L. TEMPLE Environmental Coordinator SR19/jm Attachments: 1. Exhibit "A" 2. 1983 Traffic and Parking Study 3. Updated Traffic Information (1985) 4. Plans and Elevations 5. Planning Commission Minutes of April 4, 1985 "1 *TACHMENT NO. 1 EXHIBIT "A" FINDINGS AND CONDITIONS OF APPROVAL USE PERMIT NO. 1547 (AMENDED) A. USE PERMIT NO. 1547 (AMENDED) FINDINGS: 1. An Environmental Impact Report was prepared for the project and certified by the City in November, 1983, in compliance with the California Environ- mental Quality Act, the State CEQA Guidelines and City Policy. 2. That based on the information contained in the Environmental Impact Report, the project incorpo- rates mitigation measures to reduce potential- ly-significant environmental effects, and that the project will not result in significant environ- mental impacts. Further, the economic and social benefits to the community override any presently anticipated negative environmental effects of the project. 3. That the project is consistent with the Newport Beach General Plan and the Newport Place Planned Community. 4. That a Traffic Study and Traffic Phasing Plan Amendment have been approved for the project. 5. The project will comply with all. applicable City and State Building Codes and Zoning requirements for new building applicable to the district in which the proposed project is located, except those items requested in conjunction with the proposed modifications. 6. The Police Department has indicated that it does not contemplate any problems. 7. Adequate off-street parking and related vehicular circulation are being provided in conjunction with the proposed development. 8. The approval of Use Permit No. 1547 (Amended) will not under the circumstances of this case be detrimental to the health, safety, peace, morals, comfort and general welfare of persons residing d�� 0 • and working in the neighborhood or be detrimental or injurious to property or improvements in the neighborhood or the general welfare of the City. CONDITIONS 1. That the proposed development shall be in substan- tial conformance with the approved plot, floor plans, etc. , except as may be modified by the below Conditions. 2. Development of the site shall be subject to a grading permit to be approved by the Building and Planning Departments. 3. That a grading plan, if required, shall include a complete plan for temporary and permanent drainage facilities, to minimize any potential impacts from silt, debris, and other water pollutants. 4. The grading permit shall include, if required, a description of haul routes, access points to the site, watering, and sweeping program designed to minimize impact of haul operations. 5. An erosion, siltation and dust control plan, if required, shall be submitted and be subject to the approval of the Building Department and a copy shall be forwarded to the California Regional Water Quality Control Board, Santa Ana Region. 6. The velocity of concentrated run-off from the project shall be evaluated and erosive velocities controlled as a part of the project design. 7. That grading shall be conducted in accordance with plans prepared by a Civil Engineer and based on recommendations of a soil engineer and an engi- neering geologist subsequent to the completion of a comprehensive soil and geologic investigation of the site. Permanent reproducible copies of the "Approved as Built" grading plans on standard size sheets shall be furnished to the Building Depart- ment. 8. That erosion control measures shall be done on any exposed slopes within thirty days after grading or as approved by the Grading Engineer. 9. Control of infiltration to the groundwater system for the project shall be provided as part of the project design. el - 2 - 10. That existing on-site drainage facilities shall be improved or updated to the satisfaction of the Public Works and Building Department. 11. Any modification of existing on-site drainage systems or extensions of culverts for contributory drainage from surrounding areas shall be studied during project design and necessary improvements installed in conformance with local ordinances and accepted engineering practices and in a manner acceptable to the City Public Works and Building Departments. 12. A qualified archaeologist or paleontologist shall evaluate the site prior to commencement of con- struction activities, and that all work on the site be done in accordance with the City's Council Policies K-5 and K-6. 13. Prior to the issuance of any grading permits, the applicant shall waive the portions of AB 952 related to the City of Newport Beach responsibil- ities for mitigation of archaeological impacts, in a manner acceptable to the City Attorney. 14. Fugitive dust emissions during construction shall be minimized by watering the site for dust con- trol, containing excavated soil onsite until it is hauled away, and periodically washing adjacent streets to remove accumulated materials. 15. A landscape and irrigation plan for the project shall be prepared by a licensed landscape archi- tect. The landscape plan shall integrate and phase the installation of landscaping with the proposed construction schedule. (Prior to the occupancy of any structure, the licensed landscape architect shall certify to the Planning Department that the landscaping has been installed in accor- dance with the prepared plan) . 16. The landscape plans shall be subject to the review of the Parks, Beaches and Recreation Department and approval of the Planning and Public Works Departments. 17. The landscape plan shall include a maintenance program which controls the use of fertilizers and pesticides. 18. The landscape plan shall place heavy emphasis on the use of drought-resistant native vegetation and be irrigated with a system designed to avoid surface runoff and over-watering. - 3 - 91 _ • 19. The landscape plan shall place heavy emphasis on fire-retardant vegetation. 20. Street trees shall be provided along the public streets as required by the Public Works Department and the Parks, Beaches and Recreation Department. 21. Landscaping shall be regularly maintained free of woods and debris. All vegetation shall be regu- larly trimmed and kept in a healthy condition. 22. The timing of construction in parking areas shall be approved by the Grading Engineer and Planning Department. 23. That a standard use permit agreement and accompa- nying surety be provided in order to guarantee satisfactory completion of the public improvements if it is desired to obtain a building permit prior to completion of the public improvements. 24. That the water system be provided as required by the Irvine Ranch Water District. 25. That the displaced concrete sidewalk be replaced at the Birch Street entrance and that access ramps be constructed at the intersections of Birch Street and MacArthur Boulevard, MacArthur Boule- vard and Corinthian Way and Corinthian Way and Birch Street, and at each street entrance to the hotel parking lot where none exist. Access ramps and walks shall also be constructed in the median island at the intersection of MacArthur Boulevard and Corinthian Way and on the southwesterly curb return. 26. That prior to the issuance of any building permits a specific soils and foundation study shall be prepared and approved by the Building Department. 27. That all conditions of the approved Traffic Phasing Plan be met, if the use permit is ex- ercised prior to December 10, 1987 28. That a new Traffic Study and amendment to the approved Traffic Phasing Plan shall be required if this use permit is not exercised prior to December 10, 1987. 29. Bus turnouts and shelters shall be installed on Birch Street and MacArthur Blvd. at locations approved by the Traffic Engineer and the Orange County Transit District. The shelters shall be located outside the right-of-way, shall be - 4 - ' .'3 minimized by the applicant and shall display no advertising. 30. Sight distance at all intersections shall be provided in accordance with City Std. Swg. 110-L with Birch Street as a secondary arterial. 31. That a study be provided prior to issuance of any building permits showing that adequate sewer facilities are available, if required by the Public Works Department. Any modifications to the existing facilities shown to be required by the study shall be the responsibility of the develop- er. 32. That all improvements be constructed as required by ordinance and the Public works Department. 33. Prior to occupancy of any building, the applicants shall provide written verification from Orange County Sanitation that adequate sewer capacity is available to serve the project. 34. Any construction on the site should be done in accordance with the height restriction for the area. Said should apply to any landscape mate- rials, signs, flags, etc. as well as structures. 35. That the final design of all on-site vehicular and pedestrian circulation, and parking be reviewed and approved by the City Traffic Engineer and Planning Department. 36. All parking areas shall be subject to further review and approval by the Traffic Engineer. All parking spaces shall be a minimum 9' x 18' unless a modification is approved to allow compact parking spaces. 37. That the lighting system shall be designed and maintained in such a manner as to conceal the light source and to minimize light spillage and glare to the adjacent uses. The plans shall be prepared and signed by a Licensed Electrical Engineer; with a letter from the Engineer stating that, in his opinion, this requirement has been met. 38. The applicant shall provide energy-conserving street and parking lot lighting and minimize decorative or non-functional lighting in a manner acceptable to Planning Director. - 5 - �` 1 39. A lighting plan shall be submitted for review by the Police Department to ensure adequate lighting of pedestrian walkways and parking areas. 40. The proposed project shall incorporate an internal security system (i.e. security guards, alarms, access limits after hours) that shall be reviewed by the Planning Department. 41. That all buildings on the project site shall be equipped with fire suppression systems approved by the Fire Department. Dependent upon the connection of new structures to the existing buildings, the Fire Department may require fire sprinkler systems for all buildings to be interconnected. 42. That all access to the buildings be approved by the Fire Department. 43. That all on-site fire protection (hydrants and Fire Department connections) shall be approved by the Fire and Public Works Departments. 44. That fire vehicle access shall be approved by the Fire Department. 45. on-site water mains and fire hydrants locations are to be approved by the Fire and Public Works Departments. 46. Final design of the project shall provide for the incorporation of water-saving devices for project lavatories and other water-using facilities. 47. The project shall incorporate the use of alterna- tive energy technology into building designs and systems for heating pools and spas at the hotel. Prior to the issuance of any building permit for said the applicant shall demonstrate to the satisfaction of the Planning Director that the concerns of this condition have been met. 48. A grease trap system shall be designed and incor- porated into the hotel site design, to the satis- faction of the City of Newport Beach Building and Utilities Departments. The location of the grease trap shall be easily accessible and a city rep- resentative shall be allowed access to inspect the system at all times. The applicant shall also supply to the City for approval a grease trap maintenance program that provides for ongoing maintenance and inspections. - 6 - `� 49. Openable windows for guest rooms shall be used to allow cooling by normal breezes unless it is determined for certain area by the City that said are not appropriate for safety of securing rea- sons. 50. Interior noise levels in the proposed project shall not exceed 45 CNEL in any habitable space. 51. Prior to the issuance of building permits, a program for the sorting of recyclable material form solid wastes shall be developed and approved by the Planning Department. 52. All proposed development shall provide for weekly vacuum sweeping of all surface parking areas. 53. The applicant shall plan and implement a program to encourage the use of high-occupancy vehicles and alternate transportation modes for employees and visitors to the Sheraton Hotel, in a manner acceptable to the Planning Director. Said program shall include hotel employees being encouraged to use the OCTD Transit system through the provision of subsidized bus passes or other appropriate means. 54. Transportation to the John Wayne Airport for hotel patrons shall be provided and encouraged. 55. That any rooftop or other mechanical equipment shall be sound attenuated in such a manner as to achieve a maximum sound level of 55 Dba at the property line and that any mechanical equipment and emergency power generators shall be screened from view. 56. Signage and exterior lighting shall be of similar design theme throughout the project and shall be approved by the Planning and Public Works Depart- ments. 57. The applicant shall provide energy-conserving street and parking lot lighting and minimize decorative or non-functional lighting in a manner acceptable to the Planning Director. 58. That prior to the issuance of building permits, the Fire Department shall review the proposed plans and may require automatic fire sprinkler protection. i - 7 - �,� 59. The "Life Safety System" in the existing hotel shall be upgraded to current code require- ments. The entire Life Safety System in the existing and new buildings shall be integrated into one system reporting to one fire control room. 60. That the Planning Commission may add or modify conditions of approval to this use permit, or recommend to the City Council the revocation of this use permit, upon a determination that the operation which is the subject of this use permit, causes injury, or is detrimental to the health, safety, peace, morals, comfort, or general welfare of the coma►unity. 61. This use permit shall expire unless exercised within 24 months from the date of approval as specified in Section 20.08.090 of the Newport Beach Municipal Code. SR19 OTTACHMENT NO. 2 W + ; �. A Phu.,ticgQe uud Anuivia TRAFFIC & TRANSPORTATION ENGINEERING June 28, 1983 Ms Annette Sanchez Larry Seeman Associates, Inc. 500 Newport Center Drive, Suite 525 Newport Beach, CA 92660 Dear Ms Sanchez: This letter summarizes our analysis of traffic and parking factors related to the proposed expansion of the Sheraton - Newport hotel . The analysis is based upon information provided by you, the City of Newport Beach and field studies by our firm. The existing hotel includes 350 guest rooms, meeting facilities, restaurants and similar attendant facilities. A total of 645 parking spaces are provided on the site at present. The site is bounded by Mac Arthur Boulevard, Birch Street and Corinthian Way with vehicular access to Birch Street and Corinthian Way. An ex- pansion of the facility .to include 119 guest rooms as well as additional meeting rooms is proposed. EXISTING TRAFFIC CONDITIONS The site and existing street system are illustrated on Figure 1 . Mac Arthur Boulevard is a major arterial and is a six-lane channelized facility in the vi- cinity of the site. Birch Street is a four-lane facility with left turn channeli- zation and Corinthian wary is a two-lane local street. The intersection of Mac Arthur Boulevard and Birch Street is signalized with separate left turn phasing on Mac Arthur Boulevard. Existing daily volumes in the vicinity of the site are illustrated on Figure 1 . Intersection Capacity Utilization (ICU) values for the intersections that are considered in this analysis are also indicated on Figure 1 . These ICU values were provided by the City Traffic Engineer. 265' EAST CHAPMAN AVFNI IF PRo✓EC r sI rE (.7132 DR (.5029) aJ . I 2 � o Q ( 1.1673 v �' o �' O SRISTOL ST m N S973) 6 76 ) Z 42 PISTOL ST ORT H \3 O %Pl. (.779 7 q` .8773) .7613) eONI TA C`(N•RO rn h J D m m y LEGEND 44 = DAILY TRAFFIC VOLUMES ' --�(.7760) (IN THOUSANDS) FARO LO �\ (.8773) = ICU VALUES (.9225 v (.6823 20 Oq VU/N Y'n Sp,N /9 .7090) N M lye W LLS RO. N O A m (.801.3),�a 34 7490) 5i CpP$7 NWY pACiFIC EXISTING DAILY VOLUMES AND ICU VALUES WESTON PRINGLE AND ASSOCIATES FIGURE 1 2- TRIP GENERATION In order to analyze the potential traffic impact of the project, it is necessary to estimate the number of trips that would be generated. Previous studies in the City of Newport Beach have included trip generation rates for hotels; however, due to the unique characteristics of hotels, specific field studies were con- ducted to determine PM peak period trip generation for the existing facility. The studies were conducted from 3:30 to 6:00 PM on Tuesday, September 15, 1981 , and Wednesday, September 23, 1981 . Information provided by the hotel indicated that all rooms were occupied or reserved and meetings were occurring in various conference rooms of these days. The results of the field study are summarized in Table 1 . These rates are com- parable and generally lower than have previously been utilized for hotel use in Newport Beach. On this basis, the rates utilized in this study are those that have been utilized in other recent studies and are indicated in Table 2. The project is estimated to generate 1400 daily trip ends with 95 occurring during the PM peak hour.. TRIP DISTRIBUTION AND ASSIGNMENT The next step in the. analysis was to determine the geographical distribution of trips. During the field studies, observations were made of the directional distribution of existing hotel traffic. These observations were utilized to develop a geographic distribution pattern for the hotel as illustrated on Figure 2. Based upon this distribution and the trip generation data in Table 2, project traffic volumes at critical intersection was determined. The 2.5 hour peak period project volumes are indicated in Appendix A. EXTERNAL ANALYSIS The Traffic Phasing Ordinance of the City of Newport Beach includes criteria for evaluating the traffic impact of proposed projects. As a first step, the City Traffic Engineer has identified 16 intersections that could be impacted by develop- ment in this area. Under the established criteria, the project traffic would not have an impact on any of these intersections unless the project traffic exceeds two percent of existing plus regional growth plus committed project traffic on any approach. FIGURE 2 DIRECTIONAL DISTRIBUTION 60% PROJECT SITE 10% d� LOCAL 20% eRIS fnL : f RINI � �A,. QkIS Tr Nojy i ti v . cr m eONI TA CYN• R� J D t. 1 o vW A SP Ju4Q H 4j i G S R D- Q, O m 5% a CoW,f MWY PAC1F IC .J WESTON PRINGLE AND W)SOCIATES -3- 1 Table 1 f TRIP GENERATION STUDY SUMMARY Sheraton Newport TIME INBOUND OUTBOUND Tuesday ednesc�a Tues a�We n�es�ay� TRIPS 3:30 to 6:00 PM 222 372 256 279 (2.5 Hour Peak) 4:30 to 5:30 PM 98 152 100 92 (PM Peak Hour) TRIP ENDS PER ROOM(' ) 3:30 to 6:00 PM 0.63 1 .06 0.73 0.80 4:30 to 5:30 PM 0.28 0.43 0.29 0.26 (1 ) Based upon 350 rooms i Table 2 Sheraton Newport PERIOD RATE TRIP ENDS Daily 12.0 1400 2.5 Hour Peak In 1 .0 120 Out 0.6 70 PM Peak Hour In 0.5 60 l Out 0.3 35 l �Jnr- -4- Table 3 lists the committed projects utilized in this study. This list was provided by the City Planning Department. Projected traffic from each of these projects during the 2.5 hour peak was determined for each of the 16 intersections as indicated in Appendix A. Regional growth traffic factors were also deter- mined in accordance with the procedure established by the City Traffic Engineer and regional growth traffic added to each of the 16 intersections. The calcu- lation sheets for each intersection are contained in Appendix An and summarized in Table 4. Review of Table 4 indicates that one of the 16 intersections exceeds the maximum two percent on one appraoch and must be considered critical . The ciritical inter- section, Birch Street and Mac Arthur Boulevard, was further analyzed to determine potential impacts. Utilizing the Intersection Capacity Utilization Analysis form from the Traffic Phasing Ordinance Procedure, the ICU value was determined includ- ing traffic increases due to regional growth and previously approved projects. The analysis sheet is contained in Appendix B and summarized in Table 5. Table 5 BIRCH STREET b MAC ARTHUR BOULEVARD ICU`S Existing ICU 0.6310 1985 ICU Without Project 0.8225 1985 With Project 0.8296 Review of Table 5 indicates that the Birch Street and Mac Arthur Boulevard inter- section would have ICU values less than 0.90 with the project and no intersection improvements are required. This would satisfy the requirements of the Traffic Phasing Ordinance and the project would not have a significant traffic impact. PARKING ANALYSIS The second factor to be considered with respect to the proposed project was parking impacts. In order to determine existing parking demands, surveys were conducted of the existing facility to measure existing demands. Surveys were conducted on five days at midday and early evening periods. These days and time periods were J L Table 3 COMMITTED PROJECTS Sheraton Newport Hoag Hospital Martha's Vineyard Pacesetter Homes Valdez-3101 W. Coast Aeronutronic Ford Coast Business Center Back Bay Office Ross Mollard-1511 & 1252 Superior Civic Plaza Banning Corporate Plaza Hughes Industrial Koll Center Newport Park Lido Campus/Mac Arthur Heritage Bank National Education Office Flagship Hospital North Ford Big Canyon 10 Pacific Mutual Palza Balboa Fun Zone Newport Place Marriott Hotel 1 Shokrian Office St. Andrews Church J Sea Island YMCA Baywood Apartments ! Harbor Point Homes Rudy Baron Office l • i -6- Table 4 CRITICAL INTERSECTION IDENTIFICATION Sheraton Newport LOCATION 2.5 HOUR PERCENTAGES - 1985 NB SB EB W6 Bristol St. N & Campus Dr. - - - 0.1 Bristol St. N & Birch St. - 0.5 0.0 Bristol St. N & Jamboree Rd. 0.1 0.2 - 0.0 Bristol St. & Caampus Dr. -Irvin(! Ave. 0.0 0.0 0.3 - Bristol St. & Birch St. 0.0 0.0 0.3 - Bristol St. & Jamboree Rd. 0.1 0.2 0.0 - Jamboree Rd. & Campus Dr. 0.0 0.0 0.0 0.0 Jamboree Rd. & Mac Arthur Blvd. 0.2 0.3 0.2 0.0 Jamboree Rd. & Ford Rd. 0.1 0.1 0.0 0.0 Jamboree Rd. & San Joaquin Hills Rd. 0.2 0.1 0.0 0.0 Coast Highway & Jamboree Rd. 0.0 0.1 0.1 0.0 Mac Arthur Blvd. & Campus Or. 1 .0 1 .9 0.0 0.0 Mac Arthur Blvd & Birch St. 2.1 0.0 2.3 0.3 Mac Arthur Blvd. & Ford Rd. 0.1 0.1 0.0 0.0 Mac Arthur Blvd. & San Joaquin Hills. Rd. 0.2 0.1 0.0 0.0 Coast Highway & Mac Arthur Blvd. - 0.2 0.0 0.1 indicated by hotel representatives to represent peak periods of hotel usage. The resulats of these surveys are summarized in Table 6. Table 6 PARKING STUDY SUMMARY Sheraton Newport DATE DAY TIME PARKED VEHICLES RATIO( ) 9/11 /81 Friday 1 :30 PM 267 0.76 9/15/81 Tuesday 6:00 PM 277 0.79 9/16/81 Wednesday 1 :30 PM 305 0.87 9/22/31 Tuesday 12:30 PM 305 0.87 9/23/81 Wednesday 6:00 PM . 346 0.99 (1 ) Parked vehicles per room - Based upon 350 rooms. Review of Table 5 indicates a maximum of 346 parked vehicles at 6:00 PM on Wednesday, September, 23, 1981 . This is a ratio of 0.99 parking vehicles per room. Applying this ratio to the proposed addition of 119 rooms would indicate an increase of 118 parked vehicles or a total of 464 vehicles. The current plan includes 530 spaces which could accoinnodate the increased demand and maintain a surplus of 66 spaces. This is a surplus of 14 percent of the projected demand which indicated a more than adequate parking supply for the proposed facility. The site plan was also reviewed with respect to pedestrian and vehicular circu- lation. Except for the relocation of the pool and tennis court, no major changes in the existing site layout are proposed. The pool and tennis facilities will be relocated to the south of the existing and proposed buildings; however, no pedestrian crossing of traffic will be required to reach these facilities. The existing site access on Corinthian Way at Scott Drive is proposed to be closed. This will leave two access points on Corinthian Way and one access point on Birch Street which are adequate to serve the site. There are no apparent pedes- trian or vehicular operational or safety problems indicated by the proposed site plan. -8- SUMMARY This study has examined the traffic and parking factors related to the proposed expansion of the Sheraton-Newport hotel . The expansion would include 119 rooms and additional meeting rooms. Field studies were conducted to determine exist- ing trip generation and parking factors which were utilized in this analysis. The study indicated that the project would have no impact on the external cir- culation system based upon the City's criteria. Existing parking facilities were also found to be more than adequate to accommodate the needs of the expanded facility. Principal findings of the study are the following: 1 . The project will generate 1400 daily trip ends with 95 occurring during the PM peak hour. 2. The project traffic exceeds two percent of the existing plus regional growth plus committed project traffic during the 2.5 hour peak period on two approaches of one of the 16 intersections analyzed in this study. 1. The intersection, Birch Street & Mac Arthur Boulevard, was further analyzed using the Intersection Capacity Utilization Analysis form. The 1985 project ICU included traffic increases due to regional growth and previously approved projects as well as planned improvements to the circulation system. The 1985 projected ICU at Campus Drive & Mac Arthur is 0.8296 which is an acceptable condition. 3. Based upon current parking characteristics, the project will result in a parking demand of 118 vehicles resulting in a total demand for 464 parking spaces. 4. The planned parking supply of 530 spaces is more than adequate to accom- modate the increase demand for 464 spaces. 5. On site pedestrian and vehicular circulation were found to be adequate. -9- 6. NO mitigation me asures easures will be required with respect to traffic and parking factors. We trust- that this analysis will be of assistance to you in preparing an EIR for this project. If ou have an p 9 overall y y questions or require additional information, please contact us. Respectfully submitted, WESTON PRINGLE & ASSOCIATES > Weston S. Pringle, P.E. Registered Professional Engineer State of California Numbers C16828 & TR565 WSP:bas 01430 l J �/ CVJI GAVI vlrllr mar♦ ��rr�vr - v...... ... ��_.-..._. , _. ._.. _ r INTER*I._. CAPACITY UTILIZATION ANAL Intersec•s.-in MacArthur Bl. / Birch St. ( Existing Traffic Volumes Bases on Average Daily 'Traffic Winter/Spring 1%3) EXISTING PROPOSED EXIST. EXIST. REGIONAL COIMiITTEO PROJECTED Lanes lava Cap. Lan tap. PK•NR• Y/C GROWN PROJECT V/C Ratio PROJECT PROJECT Vol. Ratio Volume Volume w/o Project Volume V/C Ratio Norawant Volume NL 1600 123 .0769* D ,D77 NT 4800 1000 .20$3 Z, NR 1600 12 .0075 SL o C� 1600 51 .0319 OL ST 6400 797 .1666* ES SR '� 269 EL 314 ET 4800 204 .1187* I ER 52 Z WL 1600 42 .0175 --� WT 3200** 405 .1265* WR 114 .0713 7 YELLOWTIME .1000* EQ.7EXISTING INTERSECTION CAPACITY UTILIZATION EXISTING PLUS COHNITTEO PLUS REGIONAL GROWTH W/PROPOSED INPROVEMENTS I.C.U. EXISTING PLUS COMIITTED PLUS REGIOMAL GROWTH PLUS PROJECT I.C.U. ** Assumes a1'1 left-turn traffic uses one lane Projected plus project traffic I.C.U. will be less than or equal to 0.90 ❑ Projected plus project traffic I.C.U. will be greater than 0.90 ❑ Projected plus project traffic I.C.U. with systems improvement will be less than or equal to 0.90 - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Description of system improvement: DATE PROJEC T , FORM II "" TICE OF PUBLIC HEARING Use Permit No. UP1547Amended (PA2001-039) NOTICE IS HEREBY GIVEN that the Planning Commission of the City of Newport Beach will hold a public hearing on the application of CPI Designs, on behalf of Newport Limited Partnership, Incorporated, property owners, for Use Permit No. UP1547 Amended on property located at 4545 MacArthur Boulevard (the Radisson Hotel). The property is located in the Newport Place Planned Community District. A use permit to construct a 4,500 square foot, solid roofed patio structure located in the area of the existing tennis courts on the hotel property. The proposed structure will be used in conjunction with hotel events and banquets. This project has been reviewed, and it has been determined that it is categorically exempt under the requirements of the California Environmental Quality Act under Class 3 (New Construction or Conversion of Small Structures). NOTICE IS HEREBY FURTHER GIVEN that said public hearing will be held on the 18' day of October, 2001, at the hour of 6:30 p.m. in the Council Chambers of the Newport Beach City Hall, 3300 Newport Boulevard, Newport Beach, California, at which time and place any and all persons interested may appear and be heard thereon. If you challenge this project in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice or in written correspondence delivered to the City at, or prior to,the public hearing. For information call(949)644-3200. Earl McDaniel, Secretary,Planning Commission, City of Newport Beach. NOTE: The expense of this notice is paid from a filing fee collected from the applicant. AFFIDAVIT OF MAILING On October 5, 2001 I mailed the public notices with the mailing list labels enclosed in this file reference the public hearing date below. This list was provided by the applicant as part of the application requirements. Notice of Planning Commission Hearing: October 18, 2001 at 6:30 p.m. • Use Permit No. UP 1547 Amended, 4545 MacArthur Boulevard,Radisson Hotel PLANNING DEPARTMENT ASSISTANT J t544 Signature ------------------------------------------------------------- -- F:\Users\PLN\Shared\IPLANCOM\2001\10-18pc\10-18PCaffidavit.doe i 2 427-111-01+427-12{-{Q 427-111-09 `� 427-111-10 ROCKEFELLER LTD PARTNER JRSM CORP EDWARD C ALLRED 4525 MAC ARTHUR BLVD A 4525 MAC ARTHUR BLVD A 3050 E AIRPORT WAY NEWPORT BEACH CA 92660 NEWPORT BEACH CA 92660 LONG BEACH CA 90806 427-111-11 5 427-121-02 (o 427-121-05 a HUU N & HONGLIEN PHAM E W & GLORIA SPINNEY CHRISTINE S JOHNSON 4463 BIRCH ST 100 712 HARBOR ISLAND DR 3848 CAMPUS DR 210 NEWPORT BEACH CA 92660 NEWPORT BEACH CA 92660 NEWPORT BEACH CA 92660 i0 427-121-06 427-121-07 427-121-08 PTNRS GENL JOHN R SAUNDERS 4360 CAMPUS DRIVE 4570 CAMPUS DR 7 CORPORATE PLAZA DR 7 COVE NEWPORT BEACH CA 92660 NEWPORT BEACH CA 92660 IRVINE CA 92604 427-121-09 11 427 121 0 427-121-14 j2 NICHOLAS A GOUVIS CKEF LLER TDAPTNE SAUNDERS 4400 CAMPUS DR 525 C THUR 4525 MACARTHUR BLVD NEWPORT BEACH CA 92660 NE ORT ACH A 9 60 NEWPORT BEACH CA 92660 427-121-15 )3 427-121-16 �4 427-121-17 15 4321 BIRCH PARTNERS LTD CAROL HARTZLER GEORGE KATCHERIAN 412 N COAST HWY 370 4301 BIRCH ST 7 21 TIMBERLINE LAGUNA BEACH CA 92651 NEWPORT BEACH CA 92660 IRVINE CA 92604 427-121-18 No 427-121-23 1� 427-121-24 IF BARRY T WEST DKBERT ASSOC WILLIAM N SHATTUCK 27 TERRAZA DR PO BOX 359001 4770 VON KARMAN AVE NEWPORT COAST CA 92657 FORT LAUDERDALE F 33335 NEWPORT BEACH CA 92660 427-121-25 )q 427-171-02 20 427-171-03 Z1 E W & GLORIA SPINNEY BEACON BAY ENTRPRS INC TEPPENYAKI LIMITED PART 712 HARBOR ISLAND DR 260 NEWPORT CENTER DR 401 WILSHIRE BLVD 700 NEWPORT BEACH CA 92660 NEWPORT BEACH CA 92660 SANTA MONICA CA 90401 22, 23, 24 c 427-172-02, o3,406 427-172-05 �`� 42 -172- 6 MAC ARTHUR SQUARE MAC ARTHUR SQUARE III C AR S ARE 17631 FITCH 17631 FITCH 1763 FITC IRVINE CA 92614 IRVINE CA 92614 I NE 926 427-173-01 2(o 427-174-03 -2 7 427-174-04 28 FIRST BANK & J R SANDERSON NEWPORT BEACH HOTEL LTD 4301 MACARTHUR BLVD 2699 WHITE RD 150 3330 SOUTHGATE CT SW NEWPORT BEACH CA 92660 IRVINE CA 92614 CEDAR RAPIDS IA 52404 445-121-14 411 2,9, O 445-122-09 31 445-122-11 3 2 IRVINE CO 4590 MACARTHUR LLC ASSE SAMMIS PROPERTIES 550 NEWPORT CENTER DR PO BOX 590773 4500 MACARTHUR BLVD NEWPORT BEACH CA 92660 SAN FRANCISCO CA 94159 NEWPORT BEACH CA 92660 r 33 445-122-16 AETNA LIFE INSURANCE CO PO BOX 131074 CARLSBAD CA 92013 *** 31 Printed *** CPI DESIGNS JEFF FREASE/DIANA MUSGRAVE NEWPORT LIM[TED PARTNERSHIP 17233 NEWHOPE STE F 17233 ATTN KEN&LARRY CAHILL FOUNTAIN VALLEY CA 92708 E STY F 4545 MACARTHUR BLVD FOUNTAIN VALLEY CA 92708 NEWPORT BEACH CA 92660 cS Y7 Oct Its- a OWNERSHIP LIST CERTIFICATION FORM Attached to this certification form is a list of all property owners within a 360 foot radius of the subject property as obtained from the latest d( nqe- County Assessment Rolls. This list certifies to be true and correct to the best of my knowledge and belief. Signed: Donna Scales 684 S. Gentry Lane Anaheim, CA 92807 (714) 921-2921 STATE OF CALIFORNIA) SS. COUNTY OF ORANGE ) On this <3 day of Jc) , 2001 before me, the undersigned, a Notary Public commissioned for Lod Angeles County, California, personally appeared Donna Scales known to me to be the person whose name is subscribed to the within instrument and acknowledged that she executed the same. WITNESS My hand and official seal I , Signature Thaniel Davidson Comm.#1134033 {a NOTARY PUBLIC C UFORNIAQ Thaniel Davidson 2 LOS ANGELS CC'NTY -P Comm Exp_April 1 u.2001 a Name.(Typed or Printed) Notary Public in and for said State 12 L . !/ 427-17 a BIRCH i t apt w k /RV/NE y p 45-25 LOT /39 / I�AR. 2 PAR. h rr.w PAR. !/96 AC. 1399 AC. 6000 AC Z b z _ ,.�• er..,i 17 SCOTT DRIVE a LyP r /TRACT r• ,: P 42 40-11 a O6 " O PAR. 2 /7/AG O /.e37 Ac. 2 Y� NO. 7770 ,f< 766 AC.(CI 172 Cc I / tCT 2 � a IRVINE SIB M M. /-BB - 4 TRACT N0. 7770 MY 299-/5,/6 (( 0 z� Pa,4CEL k:p PM 40-11 42- 5 i G 1944AC p M. 53-13 4?-3 � � N tr.. „ f re 45-25 I( PAR. l 173 / VOTE-ASS_nSOR'S BLOCK 8 j POP. LDT 159 J� PAP NUMBERS O : �L� SHO Y IN CIRCLES /oC+c AC.rtl �P SUB. ' !� � �� ,` ASSFSSOs+S MAP ,� r �� BOOK 427;-GE 17 5•' e COUN'•Y Cr ORAr:GE r i:,'. r .: /''r !fi, •. ( .�.} 11r t.{I NA41hLv s. 427 04 S CAMPUS .e.r 4*37 t I " I TRACT TRACT I t t 60 - 22 r " I r AG I t � o 4 AV 133 .eo• 36 J 33 ioo' 13* / / O /2*AC. AC. // ' NO 5169 / 7179, a BIRCH 17 NOTE•ASSESSOR'S BLOCK 6 ASSESSORS MAP ,---� MARCH 1972 TR. N0.&VI MM.I30-25-30INC PARCEL 4UMBERS BOOK 427 PAGE II M N0. 5169 M.M.190-It-/3INC. SHOWN IN CIRCLES COUNTY OF ORANGE A°#n�+••w ti•.�rk�s Y{ „ � 9 427 1 2 04 , S CAMPUS (ACACIA Sr/ OR/VE �..ar. ��• .ao. " " " / a /00� J !. p A TRACT P. AI. 60-22 y q O O O O O 10 AA9 3201 PS P6 27 P6 29 30 3/ 52 -' 39 �' /t u' P t rwA r I I I I oe w 20 ig tH 016 15 !4 13 12 II N 1. f AC 1 ' 1 O. I I I AKJ. 5169 1 I 93 01 u STREET • 8 BIRCH a 17 NOTE•ASSESSOR'S BLOCK d ASSESSOR'S MAP MARCH 1972 TR. NO. 5201 M tw.. /30-25-30/hC PARCEL NUMBERS BOOK427 PAGE 12 TR NUJ. 5169 M.M. l90-I/-13 INC SHOWN IN CIRCLES COUNTY OF ORANGE 427-11 445-1L MAC ART f/Ur? BOUL EVARO— tas re' T ACT `': 1RVINE PAR! PAN.I �l •as' LOT I Pop. LOr/JJ v P. M Id- td 7 �I tOr 3 A. � PAR.* O L 083 AC. t /OP AC. O1 • W P Y - PAR t Sao- PAR 1 1 Y 1 •ti'�/ •••K t.r•. 'i�� ••• •a4` '�'PQR tor .I {' IJ9 -POOP. LOT II • MARTIA/64LE GR/VE N t+ 4 60!AC BCK. 30 -- PC AI. for ! k P. t0 !/ Pea Z r 1376 AC. 3 NO. 77M O SUB. rof :es ++•" STREET ovE 22 MARCH 1973 r 1R✓1NE SUB. M.M. 1-88 NOTF-ASSE!.SOR S BLOCK L ASSESS:---?S MAP TRACT NO. 7770 M M. 299-/5,/6 PARCEL NUMBERS BOOK 427 PAGE 18 Q PARCEL U4/' PA! 40-31 SHOWN IIJ CIRCLES COUNTr OF ORANGE �ssr£.atr 45-23,183-14 °t Ai£ " /1\ i 1 IIII �. `z�s� ,,," t •��"i ` F ,��n".�,; '� t t ". 445= .'. , .:fe..S' �',. •�. �'4'S�.�,+!e,r. .,;�,," •�,.`., J.�,� rti:�( l+'e r.+ & t 'w .ri trra'Ii': :.�I •+':"':e. " -`�i �4; '" •�"• � t? _ a. 1 ��'„-.1:. l.rv✓.:f?q�ay tr' .! i _ 2� ,,J.;r T .•rt ): `�� r •tr�¢'3' ;:� � r ; (PN!/UR/NO AYf�{? h t e ORNE L t TRACT /RV/NEAt t 15 = MR. 9 3 Ps, ! � Q 636 AC P it 159 1 LOr B BLK 301 O ,a.•p /4� 1; 1.344 ACp/,, ` 1, LOT r pm 1 PAR/ / e300 4 M 14 B;� .IM-� L307ACrt). 1. �% 7909.L: /1/O `1953 RHO/tr r r� BIRCH - 2 STREST b.a.• � 1 s TRAC MR 3 { r� LQ216 L444 ♦+AL/i T."s AG •° LOT �w P. r73 - 31 au,s• qf� /3 '9 PAR. 12 A 122 L/6RAC �� ,►a PAR/ 17.176 AC(C) Aa rci is pt �-- MD. 9063 r 2 �;:L:i Ay - HWAr- -45 5S i N. t-1 i O ) LOT S \`�1O 'I '5 n• 4. t-M.1'� �y TRACT ND.79,3.._ .�.. ,,,,i ,1.,•!l T I • y or.� tsr•r. : � NOTE-AS,tESSQRS SLCCK A ASSESSOH.. .4AP r PARCEL NUMBERS 800K445 PAGE*12 MARCH 1973 /RVINE SC+8 M.M. 1.88 Sh,7wN .!N C;ROLES COUNTY OF ORANGE l TRACT NO. 795-3 M.U. 310-7 r011.Nc. TRACT NO. 9063 M.M. 374-5,6,7 PARCEL MAP P, M•61-1, 68-19,i15-4A 114-19,173-31,196-40 log�ws�rrwwMll� 7� V lk-luj ' \—V Q/ v /IpGC 3Ip) �p`J ;� 'AC!•�2�7Y r Q L a b a... As K -v N M ' Awl o 4z7-12 427- Lc. NW 1 O O O i At2 516913 a ° 1 427-1 7 !�, Q Gl;M• ti� ��T �/ / ' P� + � �� wa• o CLa tea.�.. �.•.w�R . a ■.yam M r/a L Y Rj 1 z� -► Z 2 44@ .2-", .1 ROVE 174 yr rv.r yL (t� / a �K 5D row. t,or tr 4� M rur ac O � 1 No.7770'y us rO ti ! ` MA ry! Rr9 • / � � Vb �, 18 ny�^ u' ,yL �■ea � � � � � ' �_ S♦ 1. � � � h � � �r 1f d� FILE COPY Do Not Remove .• .. j I j Jill I S 04 Exwhfib P P "�"I�/ 19LLLLLLf ; {a be HO'««vuaX .l 111 .1111111 � �1s4G i ' •1 . '� �--1 � r�iz)5'tirJ.G• � `%t•`sY.::3� e^' \ �0 ! � -} ZH Q. �i� 0 Q 0 e. P2iZi -117y LU era 0 PR.!AP.1=• 131 Building Data:. . No.of Stories: Tyne of Construction: -►�(t 0=pam7 Group(sr•_ Suite Ana:.*Vir oo .Sg_or_ ` } Fire Sprinklers Fire Alarm: ( )Yes (%6M i 4945 Mac.: eAA Cot FILE COPY �;��. �.► , , ,fl (09 9 3LY'1 Pam' r tb?+4Ce Do Not Remove "• ;`r .. CIBE PA2001-039 for UP1547Amended ,/ 4545 MacArthur Boulevard,Radisson Hotels�� r�G�1 .1�I�� I•�� OC�•' �...�.. DATE OF MEETING: - SFI�R-�.-(orb �o•�: _., I eo No i cap,5Irr1 1-�f iZ f __.� f i i! t 3 y�s!•ovx o-ran I '• ! << _ =..255 PIE'R��!�i• -�oTl�.l-.. �; � ,; j ;: . ' --- �i"i to h�w s j i , t A . 1 2 T 4 5 •; 5 7 � (mow Spp'twv, - 10'-0' 20'-0' 3'-0' •""_q/J!`�(AIIC..'lIJ6 . •BkrC'. Zj � ' ` Ina CA111�� !r t. = y t r IJ. UAA `(,ry t tee/ t/!►SIT - t1" N + AM 1 41 _ ..� tt�' - - _...... ! _ - IL }-- ElFiaf� �•-� ' �_ i !LIT? ? - LA 1 ! C. * •SPX fl Nofr '- ! 'I :No f ICU fxWAr a G'-o•i' B><1 2S"-Y 1�x i '1 25'-0' �. 5, .i;r.:' Gxl 1i�E l ll. tip ty-0' 20-0' 30'-0' 20-0' to,�, ,8•• :: ! T� �(LA1K� i 1/sl�slt 'h c 9w e, ?R1 ,sera _ ,•.: fig , _.. 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WOOD OitMA (SCC RJ►pb� sImpucIP4 COLUMN a� vJ �.=_.d G G eaC an evc �t G�PI.Np�1)T �cc s a'♦ Ia a�� Ie t�.l?r_ 7..IB "6- 9 ► :y `FSSI(3(�� r� a '� �/�� Q V400DM7Ap P06T TO BEAM t '•1 e� I fl1RAtA11 Yd n6e _ I/br-I oA�va1.� AR.K��I•(• G9' �EI� tt L/�RR-(cAllll-L u q e EAR AN&SQEDIL KEY A g C. E - Mom,emntamm IAL IS p YWD 15132"PLYWO 11/32"PLYWD 15/32"PLYYD 15/32"PLYWO w man,Is i/4 snail i MATER hel yam ulooa ms,ar' •11'- n N0.OF PLIES 3 A or 5 4 or 5 .i or 5 i or 5 II D i IG EDGE NAIL gd @ 6"OC ad @ A"DC ad!3"OC 'IOd @ 3"OC IDd @ 2"OC - - - - - � - I �• L"O Pf+ FIELD NAIL ad @ 12"170. ad @ 12"BE ad!Il"a IOd @ 12"OU lOd @ 12"OC SILL P YES YES YES YES YES SILL PLATE 21 2X 7X 3X 3% PLYWD BNDRY 2X 2I 3X 3X 3X WALL BNDRT (2)21 41 4X 4X 4X --_-_.- SILL NAIL 16d @ 6"OC l6d @ A"OC LA6c12 OC LAse10 OC LAr+ DC - ANCHOIL BOLT 5 "@ 36"OC SJS @ 24"OC 5 j @ 21'OC :"@ 16'OC 5,'"!16"OC I u FRAM'O ANCHOR -A35 @ 24"OC A35 @ 16"OC A35 @ 12"OC A35 @ 16"OC A35 @ 12"OC ALLOW LOAD 300 245 US t80 650 HOLDOWH AT HSr4Y HSr}g' HST 48 MST 60 NST 60 I mu rrn_am im b i®:4' EACH END WN - Iwlwenurtaaasr c s t1m a lr I �� 11t�OGR. j�tF� �1. HOLDO TO HDSA NDSA a* HDJ^ HD.10 A I,a a.nma'"•]wm w t eEa s maa.N.awnm dP ,ma4• I' +;I J11 K'al l'I�).(' FOUNDATION {(-7_ NOTESI ROOF d FLOOR PLYWOOD. LAYOUT d fWILINO I I ,O L"�y.-•I��• �P. m All panel edge.backed with 2-gacb w doal or alder framing. Plywood Installed either half...Ully Lf I I or rerdeslly, 4 • Where plywood is�.Pplied os both tote.of■wall sad all spacing Is less than 6 inches an tenter either.idea panel Joints shall be offset to Coll on different fre.ing a.b...or fraaing shall I, )-Inch nominal or thicker an#nails on each side shell be staggered, • FramfnI at adjoining panel edges shell be nomlool 3"or wider. Nails shall be staggered in two lines - along Darrel edges when nail spacing Is 2'o.e.or when 10d common netts spaced 3"o.e.pewuste If toning more than 1-5/8 • Nails shell ba placed at least 3/6"free Panel edges and at least 1/4"from the edge of the c0oflrctfel member for,Nears aF 300 1b/fc or I.... • WN60.G La'.c. 6aLS9: A0.fr. $P6�II-l@a AT $IL1. PLATES U56 3/1 M 8 TYPIcAL j J, a a.+ala� Foa%-` S ' i ��Il mod!✓ �i (�� O ,S•1-Tb °F iALIJr ..veD1A.MIN WiTN 21tz%'3A,: PLAT.W"n- .Camfie�esign stressr�-e eun� _' .-��':s't :OE ARAUAM O LE"ESIGN TRESSES: CAmaER TAau PARALL. a PSL DESIGN STRESSES SPan Ma%IM"M GMeER (100%IAno 0w5MTou) (I DO%.Lmd Duration) - mxo c son moaemaewnimy'e -gz,ow to Shea m•dulusaelaWciq e.,Is.00fIoil �, M"dWwaraa«xr E .La.la ll MadWus of dawun E aI.Oa lV ml "'• newts mesa A 39R0W FL-w wew fa.3900 Pal" - 1' tampreulm Perpmakar Io i'aln ramixeri«r Perynd"ulx Io grain 38 IOU paralm w woos lam a anon v" >9a W" _140 Campresww Pnalkl w gri^ Fa.I9W M1"i'" Cenwn alM w nln h 1900. r IwMama won paryaawuw Swri+a«al anew pna.erdkWa Dr 3' mwWe lea«arena A =]9nW n wide kce a walla f•.190 Pal ';y' eo 2% Oenw1Y 5 msnl' M for l3MN dope[w on r magi'by nl F«I3+'rn aeah.Fa arena.muWplY b9 a Im)fa w=wr a wrreaad too d«rien a a.d. - �J rr__-__-_.- UI F�Wwu mmrea l«dwenon abaA 01 IN Pei br Frwrn SFwtka hmllam•PSt W 1w Ema•W and wm«m s'-wo Praaam•PSt. s3' 1' - ems n "mP a5o pro 1w a.en wN. ' sr goo as 3w. PnaOam•Pith gwa"mO me m U pall- ALLOWABLE DESIGN PROPERTIES(300%Lod Duration) nnware.wa nn n.n mlwmw u_a*-wmm Pro- 21%0 2.0E PARALLAM•PSL awe l:Perc.m m«nae ears N mown.mnr wane.me w.ua Y3.'20E PARALIAM•PSL General Notes - w an Bence ro'WIkMNwnwn 1s P"mnl awrge n�5 to Pr .... ma maaN.an mwswm mmenl w9l rot neamaera. t'�1 Y .Sc. Dine-• "'`- DEf,Otl iamrtan :S. OF/I1� .poww dMl art.mmmpmaleleunaa en Win - i OSYION reOPlttt :; 9W fn! /le. IIA 11•I.If•. gowned mapedOq.ld adeW lnOmltaannlwlldN. e ray an a 9u• 9w,-111Y1 nw :N'. •wwsnsne wan 3a kmwamwtmaoeleA M"Mr ut 0a7'9315 lams ls_w 4310 a.S70 a995 79 ass le.gujt I PARAl1AAf•P5I CONNErnaNS f d"nmr5A 16aJd 9350173e0 • marn30 wdw•ey rm ammm�er.e. YiMrleai av,.Aa3..915 L.,d.IM ),.VS clasl e,113 •CM4kvamabeamlrYPla7wm nwnorM1nad.... I autlam•r55nna1 rmYaarntM9 and nil w«waw�l are �}Mi dW 7,110 1.715 7.ms .,mo.)IS apxvakMm Wta0oualrwmW lm'ae psD-rrydnc rrrdlrW4A ITs 1. 31. ]15 6.5 915� •F«elwaapk iMmre«e9K mmMYav nun aPir" I aawlYt Mu:ai"tllwnh fnl. IIS 1.3 310 I.S WB .., M+dJnan repmemative, wly lnnir"N Fwpenalnlnrm wa wur ra«afaana;nWn .. SS'dJa Mra4".ly TA a-0 93 In. it.. 13,� .. I acoxaalrt rani Ne saapN mOr. 13'rtnl06•Nn.,(U St 53 ai U Tl I "mrmea plo'.m Ur woo h«awranw aiw n ma«a I! «wm�3Nmelenunln l«rann•1 r"N.alirMimr ' 6a IlN9 nnue'1 b.a Ile Dal m«arw 6 Nan m man 1« 3Yx"2.0E PARALLAM•PSL 5V."2.0E PARALIAM•PSL oeegtea ur m s0-4nre gnvnyl. '.. - ..OVSSS ...� � Dt"N' .. ^peam5 aPravr h rryrra b Me any rem mnrMnwns n« � n�prnernrd. DWGN PIOPEAtt - � ~ r. 9W9W tIX ItW N' la' _ 9"N W a«mma an"tl Wnneav rer A'amro a' lY dW, !w' I1W 71w M or 1r martwn man a«I ganwnlyda w'.Bellwm.wlwea.sea': a.11IA1S I]ASS 17.9]0,9,1m Il,Ia0 34.931 4IA4s 11"W a4 ey:.IBAIS 193a5 33.95i I9.e55.QiaO S1..M 1 'sane. a,3b0 A.N1 1.615 so)S %47%MRS WaO l,190 9.NSRs IN IN .IS aW e0G 1.193 "Id •�l�.snb!1 NS Ii5l3 1.•y0 I}90I d15.1 1SA 193 Mo •SvT�y"w lM1rlm . 10.1 ,0.. ,7.1 IJA 153 1T5 ,fJ N°ad'r sw+r. _ filjr�i/•a ,,nn ``�a � F��t��a//�j ••� . as Geaeral A.wmlpllorm for Non•Trened PanlLlm'PSL: __-. '.r� I,;t r•'{ ��j I G=� r I(/rJ ! I IV . 7'2.0EPARALLAM PSL ImenwPpanhamw.dseRbeuMgP«auanaahuycamps ' V I ' I �-ds�l�'�.k � RYc`1'•"�i�USPM W' '_ SdNMi.Mrmhd3.•onu«r«elwer - I �L4i 4Vl V�! PwA FAwdrdr.anm'nahMe eeAewr'rcmraadw aPPumNe swudare tra _ t,.. ti ann ew+arad«rw rota as kns um'drnewi"^nndn wwn'ed j ' t - Mwn'�'mw Stt:lp.1. N,9)0]6.115 35.9a0]9,sOS H.735 N.905 e].JIS anclwdiM arding m°'owr a'ainape w mwnnall and sear. _ Is rmr a wdnmd �' ' ,•'�:'M. I3S70,IASs 15,I331kM'8.9.5 21A554.1a0 R""i nrmM1wa m+e sent GYo9d Far drekaae«desil'W mx t I .60 No al0 9)S IAod 3.799 J.,m k.toaaaMddkmwrnaPrnoN»du ypticaMa bwWn Pad. .�`,{�, r(�/r/ �'7 .7w umn4e+mp.be ma patrdlri'«sa"W SW.,re.M+ tt M., �f�` wr�SA ali 2" 30.9 NA 3d0 70.a lSA 79A Sn•wmbar may M boo pees IY•',oM Pine,r.'wwh ana: ' Tmwn•e'r'..aYbaa Poor lK•ar9ana or W«w]m'.ravel )W,«aw'ak Tr:dN ana. ..gwom4A4l"d13.brmN,pSs n�,mrb!11npf,Sang6,'9"7:.... i o✓E 2E r� EATit J�2>;l� CIB B ' GI�ILI $DTOD�LIN4I } - tsa Olr At c c�A �MEC( • 44 fail. voctAw- } M i ,1 , ,2, 3, ,4� �Si ,b) ,7, `r '; `r `r gp,..0, r `r r r 4---T---;---------------• ----------------------- --------------'-�_ } j-j =°�--Y--_-----m--C'----j---------30=°'----------- ------�'-D------r- 15'-a ---- 25_-0'--------I I =�----- 1-a.1 ----------------- 1 I t I I I t I ^� 1 ' t '" MECHANICAL SCHEDULE I I of I 1 DAM AND ADDM I 1 1 I WATER HEATER, QUICK RECOVERY SYSTEM AHBA ,r\ *+ FORCED AIR UNIT MAXIMUM BONNET CAPACITY --- --- ---�- ------------------- -Il---_ __- ---+--I-�B t 2X4 TROFFER LITE SET INTO SUSPENDED CEILING WA-FLUOR. TUBES PER FIXTURE - I I 90's0 -750BB i j I j � ` --' SUPPLY AIR DISTRIBUTION DUCTS OIIT 750/7-107 F M ON DANCE FUXDt _ i i All: WALL SUPPLY AIR REGISTER W DIRECTIONAL ARROW I ' I 146 SEATS FOR MM_ THERMOSTAT BY HONEYWELL OR EQUIVALENT i i In n n.II i '255 PER$=TOSAi, i ,14II-�D.,�1 j j j G1 CEILING TYPE FLUSH MOUNTED AIR REGISTER AIR RETURN DUCT CEILING OOR TYPE AIR SUPPLYMOUNTED)REGISTER R SUPPLY DUCT AND REGISTER � CEILING MOUNTED EXHAUST AIR FAN (NOTE: MIN. OF 5 AIR CHANGES 1 =ia , on ri n oh. 1 1 41 PER HOUR REQUIRED FOR BATHROOMS `�i ' i SMOKE DETECTOR AND ALARM ON ELECTRIC CIRCUIT BATTERY BACK-�UP 1 ELECTRICAL SCHEDULE «nw.na«eo- . I 1 I I I mar. non wm�um 1 1 1 1 I I I I j\ ftm . �- -- -- -- - ___ ___ _... ---r--;.... , IN~PAW-waee� cm wmmsotuwwfa vasiwr-wt mom as oi•are Na . I 1 ' I 1 t T I I. meow m a wec mw w-I"eaww -{p oar eau-now«wow wws aline uat . aewne mtea wwet �. wa"a wwwm•a eso I 1 b'-0' ' ` `''S-0' ---*- ; -t-••-__-_-`-5_-0---- i t-5--0-�` rr��cS�gO�! 1 f 2D'-a ' 30-o• ' 20-0' -- a 1 1---t I -D^-----: J\ J\ J\ J„' it ,2 (3 i4) I is ib f i7l \r \r \. \.. ! \✓ \.. \r \ J y q red_ _P.dr.� . : n IGTti. ,r i S.TvI GENERAL Ruli DING.CPECIPICATIILNS - I Vic CONCRETE;SCOPt: XL IRON.STRUCTURAL AND ORNAMX21TAL1 %l.d WOOD Olt IJ!SS TIIAN11Nf.11BS(M MASONRY N.UIJNC SCYFDU1.i{OR WOdD/RWIVIdGwOld�ONN[Lll(IKt. L A.ALL WORK AUTHORIZED BY THE APPROVED C'ONS'IRUCITOWAND SPECIFICATION 1. FINISH GRADING UNDER ALL CONCRETE SLABS. A:SCOPE;FURNISH ALL METAL SUPPORTS.ANGLES,PLATES,ATTAC'NMEMS,DOLTS, 11 A. BFOOD O'MI rAL O EACH THANJoist SHALL NOT BH LESS MASONRY I IB NICHES ON A C JOTS CTO SILL REQL'JREDbeRYB,1(/yJ jl\O TKX'IIMilNTSSIIAi.I,(Y7MPI.VWITIITIIF:I.ATESTAPR.ICABI.ER1?4111RF,MENTSOF x CTN•13TRUMON OF ALL FORMS FOR CONCRETE.WORK. LAODOLTS.GATES.RAILINGS.WBIDINGS,SHOPPIUMINOANUANODI7.ING: 1 JOIST TO SILL PLANE OR O1bDER&8 �7'(JENAR.I .]•7W NNL3, 711E LT'11'WI'711'IURISUII'1'WNUVER'TE IMVUIEI-1'AS WL'LL`A.l''�DIE iW4EUI'1'IUN ]. FURNISHING AND PLACING IP CONCNETH FOR MASS,HILL INCLUDE INSTALLATION A9 REQUIRI!DTOCGWM1.ETE WORK.MAY REWIRE tl. BUKING,')OISTS SHALL BH SUPPORTED LATERALLY ATTHE ENDS OF EACH x,fYUOGING 7O)GIST,TpE�ALLM *I .... .._..... ...2-$4NAILS. OF IREUNIFlI.MBUILDINGN0VLR CODE PILL p ujLLvHE AS EDMON STHEmLUTAL AND FURNISHING CONCR NDPLACISLABS. GUPCL AND EXTERIOR,MA INTEGRATION WITH l7l}ffRCON57RI1CTION DISCIPLINES ANDSUB•CONI'RAC101L5. SUPPORT BY SOLID BLOCKING TOEWN•RNS1'SIIE EXCEPT WHERE THE EM78 J.I X6D1O1I5UBFLOOR dIILCS.S TOE)U#T(�A�Y EAR.}................L AO NAILS. ELECTRIC NJDPI.L'MEING CODES:ALL LOCAL BNLIING CODES,STATE AND 1. FURNISHING AND PLACING W ALL REINFORCING STEEL.MFiSH,METAL INSERTS. B. ALL Hi.00KMC AS REQUIRED TO RECEIVE IRON ATTACHhffiNTS SHALL BE 1910• SUPPORT THE JOIST ARE BLOCKI O A HE EQUAL BANK OR RIM]OPT HERE TN NAbL1O5CRiOUl2 POR M'OIbD FRAMBD,CONNSCPOKS; FEDERAL MANDATED CODES,THE CALIFORNIA ENERGY COMMISSION AS WELL DOWELS,BOLTS,CLAMPS.TIES,EXPANSION JOW S.ETC.SEE FOUNDATION AND VIDEO FOR UNDER ROUGH CARPENT711REAMING ADJOINING STUD OR BY SOME OTHER APPROVED MEANS.NOTE THAT SIX-m XU AS All HANDICAPPED CODES UNDER TITLE N. S7RIJCIURAL DRAWINGS FOR AIL SPfiCLLL CONOFTIONS. C WELDS SHALL Be GROUND SMOOIT,ALL WELD SPLATTER REMOVED.ALL BLOCKING SHALL NOT BE LESS THAN 2INCHES.NOMINAL AND Tiff FULL DEPTH REQUIRED WELDING SHALL CONIFI.Y WITH THE GENERAL SPECIFICATIONS OF THE OFTIE JOIST.SECTION 2726.1.2J26.U U.E•C 19%. A tONNECTpN TYPE_REQUIRFhDER&EE!'MS(TOENAIL) AMFJC/CAN WELDING 30ClE7T. C. NOiC/lETANDNOAES PFR.IPWGtYM S6LTION52716.14726.17l3706.1.2]06.6. 1.JOIST TO SILL PATE l7R'GIRDFASBFAM9(TOFJ4NL)........ 7 Ad NAYS. B. PERMITS;THE GF,hF.MI,BUILDING PERMIT AND PLAN CHECK FEE SHALL BE VR. CONCRETE;MATERIALS ,. ----- 1• 2.9PDCMG 1'O JOIST,TOENAIL(N EACH END ..., PAID FOR BY THE OWNER AND ISSUED TO THE OWNER OR TAB OWNER'S REPR6• E. MATERI SEfi DRAWINGS PCRSW A,MATERIALS AND ATTACHMENT REQUIRE- O: UPS VISTS FRAAENC FROMOW\7317E SIDES CPA BEAK OR PART- ""' 2-MN�' SENTATIVESUCH AS THE CONTRACTOR.ALL OTHER SPECIFIC PERMITS REQUIRED L FOR MMTMI.TS CONCRETE MIX USE NO LESS THAN FIVE(5)SACKS OF CEMENT MEETS.PADIUCANT SHALL PROVIDE-SHOP DRAWINGS FOR STAIR AND ALL � MON SHALL HE LAPPED AT LEAST 6 INCHES OR THE OPPOSING JOISTS SHALL BE 4.1X6MfHNIX%SUBFLR TO TOEISTkFAACENALL}.. ..T16NA:iS. SHALL HE SECURED AND PNDFOR FIV THE GENERAL CONTRACTOR OR SUE• PER Cl1ECYARD(YD"3)OF CONCRElE.1107•)D?ADD MORE IKON D.s OALI.OLS HXPO6PD WORK FOR APPROVAL BY OWNER AND MCHTTECT PAtORTOCOM• TI®TOGETffRMAN APPROVED MAMHFA SUCH AS STEEL STtAPPNG. I.WIUFR TICANIX65l18F1A 10 EA 1gSTlFACE NAIL}.._ ..3-61NAtIS. CONTRACTORS RESPONSIBLE FOR 71E WORK APPROVED O CLEAN WATER 1'HV 93IE.SACK OF CII.ffi!'T.THE MAXIMUM PERMISSIR'o. MENCING WITH ANY WORK DV LT-UP BEAMS,GIRDERS ETC,CONSISTING OF 3 OR MORE JOISTS.SHAM 5.2;M.SUBFLR TO J5T OR CORDER{BUNTS%d FACE NAIL} 16d(4 NAIL. SLUMP SHALL NOT EXCEED S INCHES. F. SECURITY llNGS AS WE AND BALCONY ALLLMOS,SHOWN ON GUARD AND BE CENTS STAOCED USING MIN.B INCH OAAO'iD B MACHINE EACHBOLTS AT 1A M. 6.SOIESIL�PlA7E lO pST OIV BIDCA PI fFACE MALL) ,.16d(j 16"OC -" SECTIR7TY'RAILINGS A$WELL AS G.41E3 SHALL BE AS SHOWN ON THE DRAWINGS. ON CENTER STAGGERED.USE TWO BOLTS.TOP AND I3GT'T(1M AT EACH END CP ""' ANY,BUILT•IP B 7.TOP PATE 7O STUD.(END(ENDNARJ AI "., .. .. .:... ...2-LSd NAILS C. Sl: TITPT'nAc�NO SUBSTTfU170N5 SHALL BE MADE WI7HOUT77ff OWNER'S ON EITI S"R SIDE APPROVAL _- �- P , 3. ALL CONCERTI SHALL OBTAIN A MINIMUM COMPRHSSNE'S77R0NCIH OF 1000 G.MATERIALS: W17T1-M 12 ON- - p,U SOLE PLATE(END NA G} 2 a d NAILS FAIN AND I.IX:ATP.ONE U1 M.DIAMETER CPSIO AFTER 28 DAYS OF CURING. 3 OF APOM WHERE SUCH BEAM IS SUBJECT TO A LARGE CGFM 19.DCORKED (TOE NAILINGl . ..-- Y ad NAILS4-O S 0. '----� -'^ 1. STRUCTURALSTEL'LFbllSCELLANEOUS RON TO COMPLY W/AS.T.M A-06 CENTRAIIJJ I,OAU. IN .ADD!E TO. OWNER MAY ORDER EXTRA WORK OR ANTE CHANGES BY ALTER- 7. CONCRETE COVER TO ReUU'p(ClaffM STFEi.SHALL BE AS HOLLOWS; 9.DOUBLE STUDS:(FACE NAILING) ....N)O 16d 41N"OC. LNG.ADDING TO.OR DEOUCTMG FROMTFff WORK TO BE DONtLTHE COMBACI'SUM 2. DOLTS,NUTS AND SCREWS SHAti.COMPLY W/A.S.?.M M707,DRAMA, E. J'R.U{lNG.iNCIfORS/0515 FRAMING fNTO THE SIDE OF A WOOD SUPPORTING "�'�� BEING ADJUSTED ACCORDINGLY. - a JP CONCRETE IS POURED AGAINST EARTH.... 7. STEEL MESS SHALL CONFORM O A.STS FOR INTENDED USE, SIDE OR N LED BE STRIPE NO LES BY NO LESS THAN S BY 2 4 ANCHORS IM EACH `,1'OP PATES:IFAC'E NAWrytiT,,.. ..-.. ..lbdW 76`a. ........ ....]INCIff3 � 11.IO%'PLAITS.IAPSR INTER.SECRONS`}€AC�NAILINGJ..' .2.1W NAILS. b IF CONCRETE IS EXPOSED TO EARTH BUY POURED 4. STEEL PITIES SKULL CONFORM IO A.S.TM A•2Y3,GRADER. SLUE OR ON LEOGFA STRIPS NO LESS THAN T INCHES BY x INCIPS.IMINIMUMA 12 CONTINUOUS HEADER 04 TWO PE1C'Ej;(MUIL JOIST BEAM) .;6d W OC�1 . ........... S. STEEL TUBING SKULL CONFORM TO ASTM A-SOi. F. FRAMfNGA1NOLWD OPENINGS.'TRIMMER AND HEADER 10N573 WHEN FRAMED E. r11rrMG NA_'D nnTL1;JNGLALL TRADES DO T1gIR CUTTJ?JG,FI'ITMG, AGANST FORMS .. 2MCHE9 I).CELLMG1015TS TO PLATE'(TOENALLJ',�� 1-S6 NAIS PATCHING ETC.TO MAKE 71ff VARIOUS/SEVERAL PARTS COME TOGETHER PROPER' a SLABS POURED ON GRADE........ ......................................fg CENTER OF SLAB AROUND OPENINGS SHALL BE DOUBLED OR OF LUMBER WITH EQUAL OR GREAT• �....'..... LY AND FIT TO RECEIVE OR BE RECEIVED BYT1fE WORK OF CONTINGENT TRADES. d MAIN STL BARS IN BEAMS AND COLUMNS......................•.2 INCHES XL FRAMING; ER CEOSS•SECIIONAL AREA WHEN THE SPAN OF THE HEADER EXCEEDS FOUR(4) 15.CONTIGUOUS,IADFI}TOETU%'(E1jDL 4A.t1 6-IOd NADS FEET.TFff ENDS OF HEADER JOISTS b FEET(R LONGER SHALL BE SUPPORTED BY IS.GELLING 1015T,(LAPS OV€R PM777'iOH.eFACE NAI.1......_.........],i6d NAiiS. A SCOPE;LAYING OUT OF WORK,THE BURRING OF'1HE ROUGH STRUCTURAL FRAME FRAMING ANCHORS OR APPROVED JOIST HANGERS UNLESS BEARING ON A BF:M* F. SCOPE:ALLTRADES SHALLIURN:SH REQUIRED LABOR,EQU@MEYC AND 1. ALL STEEL REINFORCING IN F017(1NCS,BEAMS.ETC I'NOT OTHERWISE 16,GELLING LOST TO PARALLEL RAFTE0.5'1 FACE NAIL). .. ]•16d NAILS, MA'IEIU AL(S)AND PERFORM ALL WORK NECESSARY,INDICATED ORPFwcnNwwl.Y SPECIFIED ON THE PLANS AND REQUIRED TO BE CONTINUOUS STILL BE SNEATIING,SmO'IG,SIfHARPANEI.S i'-TC j;VS,STAND INSTALL ALLUCTUR ROUGH HARD, PARTITIONS WALFRAMINL.TALL ANCHORISTS OVERS I2 BYLEDGPA STRIPS NO THAN 17.RAFTER TO TOP KATE;(Me NAIL)'-�..P ...3.3d NAILS. INFFRRPD OR REQUIRED BY APPLICABLE CODE TO COMPLETE 77ER SCOPE OP LAPPED AT ALL BREAKS OR SPLICES BY MINORJM 40 BAR DIAMETER DISTANCE WARE,ANCHOR DOLTS,B(7L73,HALLO.SCREWS,STRAPS,SPECIAL STRUCTURAL ON READERS WITH FRAMING ANCHORS OR BY LEDGER STRIPS NO LESS THAN WORK FOR A COMPLETE,THOROUGH AND PROPERLY FINISHED JOB, OR 24 INCHES,WHICHEVER IS THE GREATER THE LAPPED STEEL SECTION SHALL CQNMCTOR5,ANCHORS,HOLDOWN'1 ETC AS WELL AS FINISH HARDWARE.. 2INCUES BY 2INCHES. If;1 INCH BRACE(G OR LESS O EACH tIUD AND PLATES. .:2-W NAEL& INSTALL ALL INTERIOR AND EXTERPJR STANDING AND RUNNING TRIM,SHELVING. C. X)lSTSSUPlYJRDNG REIRING P.4RTZ170NS UNLESS OTEERWISE NOTED,ASA1.9l1• 19.Y%eSFPATHING 00.LESS 70 FAIN BBARINC WALL:fFAU_i .. .3.6d NABS " ALSO BE TIED USING Y7 GALV.STEEL WARN. 10.WIDER THAN 1 X B SPWAtii(INC 7O BEG.WALL(FACE NAIL) ..]•Ad NA.1S. G.nFeN:U'L ALL TRADES SHALL AT ALL TMESKEEP 71ff WORK PREMISES FREE HOARDING AND ALL BUILDING SPECIALliES.INSTALL G.190,L PANS,ALL ROUGH IMAM,PROVIDfiDOVBLLTK%ST UNDER PARALLEL PARTITION WALLS. II; {R i j•VNLI - MOM THE ACCUMULATION OF WASTE MATERIALS AND RUNBLSH AS MAY BE A RE- !. ALL REINFORCING STEE4 DOWELS,ANCHOR BOLTS,HOLUOWNS,COLUMN SASE BACKING FOR FINISH ATTACHMENT'AND FINISH MATERIALS INSTALL ALL XLe ROOF AND CEILING FRAMING: 21'�BIIILT•UP CORNER SIUD3.(PACE NARBNO}r ...15d,�14"TIC. SILT OFTN£)0.WORK ON THE PROTECT. - : HARDWARE AND SIMILAR WNSERTED HARDWARE SHALL BE 9EGHRRHD RfTO ALUMINIUM SLIDING DOORS AND AL'JMfNIUM SIEJMO WINDOWS.OWNER SIIAIl A 'AAITFR ANU CEILING XJISI FNM/1.4C;SHALL BE FRAMED DIRECTLY OPPOSI7$ "":""' POSITION PRIOR TO POURING ANY CONCRETE, PURCHASE FINISH HARDWARE WMIINSTALLATION BY THE CONTRACTOR. ID EACH OTHER AT THE RIDGE.RIDGEBOARDS SHALL BE 2 INCHES NOMINAL IN u.20dro UPGTRDFASANDBEAMS 'At:k S+ ...... ..20d 24"TIC. !00 M"f1C TC7P A B(7f'IOM() NABS @ EACHEND OR SPLICE H. `TMP0IUkRY'TOII T FACR ITIFR'TIE GENERAL CONTRACTOR SHALL PROVIDE WIDTH SPE METES DEEPER THAN THE RAWI G&)NC AT ALL OR CLOYING JOIST: -� F - xl.2 INCH THICK RANKS;(F'A NAIL)I � I ................1-l6d^g EB-3 B. GRADING:ALL STRUCTURAL LUMEN-I=SHALL BI nflT ml-ec pDl l'AaCH f)n cYfi mt JM"(UNLESS ALL 0 SPECIFIED M THE STRUCTURAL OR DRAWM NO LESS THAN ZINC AND II@S } SIMTHROUG TOILET FACILITIESDURATION ALLTRA PROJES ECT UNTIL TOO FEEL IOTF OF 6. ALL UNTILRETAININGPPEER SLAB POURAH TES E CESD SHALL REMAINSHORED N:PARTICLEBOARD.3/8 INCH WAIL •ITBNQ411.1 OD FRMe+G SITE THROUGHOUT 7TE DURATION OF THE PROIER UNTIL COMPLETION(W SAME. 28 DAYSTHEANTE POURING 75 PR WHEN DETERMINESTHROU H APPROVEDTESTING. OATH, THe W NOW OTHERWISE 7S SS0CJ.CONFORM TO THE GRADING RILES G' iN THICKNESS A DNOTSINGLE SS IN DEPTH HIP AN THE CUTE ENDS OF x E RAFTER a FOR 7B INCH TO IB INC ..�,V Td`rs 6(N.00 TA DAYS AFTERPWWNC OR WIffNDE'TEINGNEb THROUGH ARPROVEDTESTING. TIE WESTFFNWOODP$ODUCJSASSYMUTHJN. MTHICKNESS AND NOT LESSMDEPTH THAN TFE CVTENDS OF THE RAFIER.S 5/3 � ""!"""""" 1. I INNS AND I G VFr c THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE AC- - 1. 2%11APIFAS AND 2 X FLOOR JOIST,RHPETTf1VE, DP.01 LARCfVS0UI'F1 - HT SUPPORTS. b FOR 00INCH TO7JIMGH F A D WALL ... -O ..2d Q 1 .00. .E.•.•• 2s.I,FOR INCH LYNYDAND WALL SN. L...G TO WOOD FRAMING. .N FULLYCbRACYCOMPARE OF TFEBU E LNE AND LAND EVELS HO THE TEED RAWIN S WI CARE• 7. TO EXCEE 2m psF,.Fc>2m PSI.REQUIRED FOR ALL CONCRETE REWIRED 3. 6%SEAMS.POST$MURAL ,STRN;NRN.MFIMPAS..OP YI LARCWSOITN B. MODAAFTERTIESIBETWEEN E TERIOR REAPIN WALLS.MG JOIUC TO FORM IES)AR b.FOR 7B INCH THICJC PL .. 6d 4 6:N.00. EXIS INGLISTiff LINES AND THE LOCATION AND CONSTRUCTION OF TO EXCEED 2WO PSI;A'c>3000 PSI. T. WOOD 12 TXSTRUCfVML74EAMS.STRONGBA(}',36[C.DFMI I.ARCNISORR, (FNWSTE BETWEEN RAFTERS. H REAPING WALLSARE NOTWHFNPAR LLEL{THEY SHILL ' EXISTING LINES AND LEVELS FOR TfE LIGATION AND CONSTRUCTION OP 7Pff 4. WOOD STUDS: PARAfR.Fl.TO THE.RAFTERS.WHERE RAFTERS ARE NOT PARAIREL.7HEY SIUIL b.FOR HR INCH THICK PLYWD ti'I ..ed C3 L Nf)C, PROJECT.(WORK)AND SHALL REPORT ANY AND ALLPISCREPA14CMS TO THE A. UNLESS OTHERWISE SPECIFIED ALL SILL PLATES IN CONTACT'WITH CONCRETE. R. BEARINO STUDS UPIO IO FEBT.. A FOR SA INCH TOJ/4 ARCH THICK PL OOD ..lid($6 MAC. ... .. ....f X 4 GRADE STUD. DE TIED TO I X I(hlhT SIZED CROSS TES.RIFLER TIES SHAM NOT EXCEED NA l FOR 1.123d1.1B')PLYWOOD � _.7741A I NOC INCHES,(FOUR FEED ON CENTER -'-""" ARCHLI'ECT PRIOR TO PROCEEDING WITH FURTHER WORK FOR PROMPT RESOLUf10N. CONCRETE OR MASONRY BLOCK SHALL BE AS FOLLOWS; b BEARING FROM 10 TO 16 FEET ... ..........x X 6 OF Y3 OR RETIRE C PfIRIJhti;TO SUPPORT ROOF LOADS MAY BE INSTALLED TO REDUCE RAPIER tb.PA.1'FL SIDih'C TO fXL1H,(G - J-0r ' c BEARING FROM 16 TO 20 FEINT ...........T X 8 OF M2O(BET-T60. CLEAR SPANS WIITUN ALLOWABLE MITTS AND SHALL BE 511PPORTID BY STIIifFS &FOR)B INCH OR LESS:M 7W CKNERS,, .6d'r,'A VIN OC J. ON S TF vE-FlcsnON_OF ALL DIMENSIONS AND CONDITIONS SHALL BE TIE 4. ALL BOLTS SHALL EXTEND A MINIMUM OF 9.5INCHES INTO THE FIRST d NON BEARING TO 10 FEET HEIGHT ......2 X 4 COINSIR'N 13RADB RESPONSEILTI'Y OF THE GENERAL CONTRACTOR AND HIS R/B-CONTAACTORS, CONCRETE POUR e. NON BEARING WITH H>10 FO<IA I T......... ....2 X 4 GRADE STUD TO DESIGNATED BEARING WALLS.THE MAXIMUM CLEAR SPAN OF A 2 X I INCH b.FOR O INCH OR MOVE M TH..... SS> ...:........N C4 6"LN,A N07ID DMPNSIONS SHALL ALWAYS TAKE PRECEDENCE OVER SCALE.EACH CON- b. PROVIDE A MGttlMl1M OF TWO ANIATORlRA.TS PER a FT SECTION� .:..................DF,CANSTRUCTION(BID PUl(LM IS FOUR FEET H7.7TIE MAXIMUM CLEAR SPAN OF A 2 X 6 MC PIIRLIN 27.FlBFSBOARDS/11:ITHlAYx ) WOOD I1,SILCKING, op AND BOTTOM PLAITS IT•.. ..••. ,OF,CONSTRUCTION GAD LESSSHALLT HE LIMITED TO SIX FEEL',(BEING SUPPORTED,N LT STRUT PURLIN SIZE.HE a FOR I!!INCH OR LESS r . ..,STA/d .........................NOR B. ?0 3 TRACTOR OR SU&CONITRACLOR SHALL REPORT AM'CONOTI'ION WMCN PREVEITI'S SILL PLATE,M 1 AS @ IB INCHES OU,MAX AND I.00AT80N6 ANCHOR I I,BLfX1CINO,TOP AND BOTTOM PLATES......... �..1: I .........................OR Cd'aj 3'OC. THE PROPER MECUTON OF THEIR WORK TOTTNE SUPERINTENDENT. BOLT WITHIN 12 INCHES OF ANY END IN SILL PLATE. 12, REFER TO TABLES OF THE 1994 UNUFUIW BUILDING THAN THAN THAT OF THE ER STIR BEING SUPPORTED.NO STRUT'SKULL HE IE39 I _ THAN A 1 X I INCH MEMBER STRUT MEMBERS SHALL BE LESS THAN 45 DEGREES FROM I OM OI 2<b.FOR TSG3 0403E OC. JIk iR)T ..._........ 00. GA9 R. K, I. DENOTOMDO& c. FOR WITHS�HOTwPINS,OF K.INCH UD�WAreR 3.5 ANCHOR NCHES LEN�ISPACED24 SUBSTITUTED uow DPOR ESIGN DESIGN VALUES OF THE PROJECT. TOSILIUTE TABLE 7 OF THE D. BLEAR SPAN ILE'E��THAN SUPPORNCHES T DEPTH SHAu Be•SUPPORTED LAT. ■ki"1T7EAAvmr`DZUDNBD *. ...._............._...OR Ado3'17C NGTH AM SHALL HOT MEDIATELY'BY CONTRACTOR OR SI1B{OM7UCTOR SXIXRD ANY DISCREPANCY ON[HINTER THESE PINS SHALL BE POWER DRIVEN.E95AS OII F(Rg FOR"Dff 517E.IEIGITC AND SPACING OF WOOD SD1D3, I SOL GO ECI ICAQUESTION ARISE PERTAWING 7OTH@ WORKING DRAWINGS OR BOLDING INSTALLED PER LC.B.O REPOT?N0.1619 ORALLYTHEEACH ' SPECIFICATIONS,. - S. STUDS,RURAL RAFTERS,2 RICH OR M PLANKS,E. & .. 9. HARD ROCK AGGREGATES SHALL CONFORM TO A5.7 M C•7l.THEE MA%PRIM STRUCNRAL FLANKING 1IN(}(OR MORE M DPDDI.BEAMS.GIXDBRA LEADERS W PLATES, THAN x INCHES IN THICKNESS AND THE FULL%FPM OF THE RAFTER UMF_t5 L COMMON OR BOX TYPE NIA!MAY BE USED EXCEPT'W1ffAE OTHERWISE STATED. L SJLSCQgLE CTM(_SHALL INSURE THAT ALL WORK PERFORMED IS DONE INA SIZE SHALL BE L5INCHES FOR USE IN FOOTINGS,CAISSONS AND GRADE BEAMS STRINGERS,4TRONGBACKS,RIDGE AM IFP BEAMS,POTR,STRUCTURAL SIIEATW NAMED IO A HEADER BAND OR RIM LOST OR TO AN ADJOINING STUD AND AS 1.ALL NABS USED WITH REGARDTOSIFAR WALL NARJNG SHAD.BE TIGER WOR PROFESSIONAL WORKMANLIKE MANNER BY SKILLED MECHANICS AND SHALL AND I O INCHES FOR ALL OTHER USES, MG AND SIMILAR LOAD BEARING OR RESISTING MEMBERS SHALL BE OF NO LESS REWIRED BY SECTION 2M 11.E.0 19P/. RAFTERS.CEILING JOIST AND FLOCA N 6 QMA k W§FOR 9"MALL EDGE FIF]D,!SBL HARING REPLACE ANY MATERIALS OR ITEMS DAMAGED BY 7M SUBCONIAACD7R'S TER- 77UN llff MINIIIIM GRADES SET POI7H M THE UNlhl)IPMBUILDIIVOGOOF.I994 JOISTS W1ff1181'pU(.`IT1M1.AND EXCEEDING 11 FEET lIEITVEEN SUPPORTS SHALL 1�t1T RE1p 1{j•(I�SHEAR gUl2,SCHEDULE S SUB CONTRACTORS AND SUPPLIERS ARE HEREBY NOTIFIED THAT THEY 10.CEMENT SHALL CONFORM TO AS.T.M C•PO,TYPE IT, EDITION AND THE CURRENT STRUCTURAL ENGINEER'S CALCULATIONS AND BE INDCKED AT a4mSPAN SU A MANNER mHTTIGL 70 ED(�fY 810 BW(YWG ARE TO CONFER AND COOPERATE FULLY WTI EACH OTHER DURING THE CORER PLANS . OF CONSTRUCTION AS C(N1Ch-ENS THE EXACT EXTENT AND OVERLAP OF FALTf ].FOR ALL DIAPHRAGM NAILING UNLESS OTHERWISE SPECIFIED USE NNLS AT 6 M. XLI ROOF AND FLOOR BREATHING MQUIRPQNTS; ON CENTER AT ALL PANEL:EDGES AND 12 INCHES ON CENTER FIELD NADJNG Q SUB-CONTRACTOR'S WORK CORN THE INTENT 70 SUCCESSFULLY COMPLETE THE VLe CONCRETE;RLINFOACINC BTSTL C. ALL EXPOSEDSNOT DRAMS I HAND CGREATERARE SHALL BE SIZE C. EX INTERMEDIATE SUPPORTS,LIP SUPPER AT WHERE SPANS E SUPPORTSLORE FOR FLOORS] FRffCUGON OF ALL WORK_ D SIZES AS NOTED ARID Al]•PRENI}D AM NOMINAL SLIP,SEE PLANS FOR NET SIZE A P/.TNTYJD:SNAIL BE STAMPED By THE AM6RICAN PLYWOOD ASSOCIATION ErCEPT61NOffS O.0 AT ALL SUPPORTS WHERE SPANS EQUAL OR EXCEED 13 1. REINFORCING STEEL SHALL BE ONLY NEW STOCK CONSL571NG OF DEFORMED WHEN 30 SPECIFIED. AND SHALL CONFORM 7O a MILT tT rJn RnPR I-Td WITH EXTERIOR INCHES. FOR NAILING OF PLYWOOD DIAPHRAGMS AND SHEAR WALLS ALSO LL STRUCTURAL:ENGOXEIUNQ EARS CONFORMING TOAS.TM A-615 XLb FRAMING MATERIALS; GLUE. REFER TO U.B.(JWI.SE(Tp%2,11.1./:'NAR3 FOR WALL SHEATHING MAY BH A REFER TO CURRENT CALCULATIONS FOR ANY QUESTION REGARDING LUMBER !RAR.S AND SMALLER........ .................GRADE 40 BOX OR CASING NAILS CONFORMING TO THE REWIRFMINIS OF b NO.f BARS AND S ALLR............... ...........GRADE ILO A SILL PIAM;SHALL BE WOLMMIYBD JRPRESSURE TREATED AGAINST MOISTURE I.ALL ROOF SHEATHING SHALL BE MNNIRIM IB INCH THICK CA)STR.'I PLYWOOD COA9AO.v.msTpse co GRADES USED.FRAMING MEMBER S17E5,BUW.DDNGIMA1ERIAL SPECIFICATIONS, PENETRATION,FOUNDATION GRADE REDWOOD MAY ALSO BE USED. WTI EX71JUOt GLUM,PANEL INDEX REFERENCE NUMBER 24N OR]L16 WITH UB.C'199I. FOUNDATION AND PAD SIZING AS WELL AS SHEAR RESISTING REQUIEMUM 2. ALL BARS SHALL BE FREE OF LOOSE AND FLACKY RUST PARTICLES,GREASE 0, HORIZONTAL PXAAUNO;004JGLAS FIR(DT)LARCH TO BE USPDTROMHOUT UN 9OUINDARY.EDGE Aim FIELD NAILING AS SPECIFIED ON Dill WORKING DRAW- I.ROOFA'C.YLI/LS USE CORROS ON RESISTANT ROOFING NAILS VA1317l16INCH OIL AND OTHER MATERIALS SUCH AS MAY IMPAIR OR OTHERWISE AFFECT OTHERWISE SPECIFIED BY THE STRUCTURAL ENGINEER SET ALL HORIZONTAL INGS.WGSS SHALL RE UNBLOCKED UNLESS OTHERWISE ERWISE SPECIFIED. DIAMETER MAP AND 1.5 INCH LENGTH FOR 1121NCH SHEATHING AND 1.75 INCH e.NO DEVIATIONS FROM THE 57Rl1C1URAL DETAILS SHALL BE MADE WITH[KIT BONDING CHARACTERISTICS, MEMBERS WITH THE CROWN SIDE.US, 2,FlDOR SHEATHING SHALL BE A MINIMUM SA INCH THICK TA G S'n!>�8 �LENGTH FOR 25132 INCHSHEATHDNG;CONFORMING TOSF,C710PIJZJ OU/. _ 13 NO DETENCONSFROENT OPTSSI'RUCOKN_DERMING TRUCMWL BE MEFR(SMIOUT 7. AM BENDSSHALL BEGGED. C. ITATJGL FRAASNG;USE DOUGLAS 11A LARCH.COF LARGO. . .(STVRD I FLOOR TM)ORC-DDU PLYWOOD ALSO T&G.(PJI+3L76).EDGE NAG. RESISTANT. -STAP.,I...- FOR DEVIATONS-FRUM THE STRUCTURAL PLANS.SPECIFICATIONS OR DETAILS IF" 4. ELECTRIC WELDED WIRE MESH SHALL CONFORM TO AS.T.M A•135 D.PLYWOODDBOUN ARY,W EANO MILD AILIN,TYPOFNAI TYPE,THICKNESS IN0.ED ESUNBNDARV ANDED UNLD NAILINGPFRSTRUCNRAL SPECff1CA170N&BANS 1.AND111SrAPLES2 USEH LEND HFR1/2I STAPES WITH NOMINAL 5 I INCH CROWN AUTHORIZED BY THE CITY INSPECTOR UQEL-S1�CONSTMI E AUTHORITY TO DE' RECTORS BOUNDARY,EDGE AND MILD NAILING.TYPE OF NABS USEDRESISTANCE CON- ALL WOOD UNBLOCKED 11NLF.5S OTHERWISE BE K SPECIFIED. AND 5/23 INCH LENGTH FOR IR OUCH THICK NG TO AND 1.5 INCH LENGTH MATE FROM THE STRUCTURAL PLANS,CALCULATIONS,SPECIFICATIONS OR VII1 STRUCTURAL STEEL; NO-CTOTC,RETSTOSTRINS7UAff:,FM FORNTALSFI!AELSCHTANCE STRAR ].PLYWOOD AT EXPOSED EAVES SFIAId,BE E7C1'FAIgI GRADE PLYWOOD. FOR FORTH UNDER SECT70 2.125 IOFDIEUAC THE REQUIREMeNES AS - DETAILSI. EMU.ETC, NOTES ETAU.ANSFOl ALDESIGN. SCR¢1NR-E AND SET FORTH UNmFR SEC770N 2J1!(Dl OF TNf UBC IPW FD/TIOh' A ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITLI THE LATEST A.I.S.0 70 APPROPRIATE NOTE&AND D07AE:3 FOR TOTAL DESIGN. E. NAlUNG OR NORiZOMALANU VERTICAL DfAPNRAGUS SHALL BE INSPECTED AND C.DETAILED DRAWINGS ABD SPECIFICATIONS SHALL TAKE PRECEDENCE OVER STANDARD PRACTICES. E.METAL CONNF,CTORS,USE S29!SUHOR EQUAL CONNECTORS,ALL PREFABRICATED APPROVED BY TILE BUILDING DEPARTMENT FIELD INSPECTOR PRIORT000V!;R- ANY AND ALL.GENERAL.DRAWINGS AND SPECIFICATIONS:DIMENSIONS TAKE CONNECICRS SHALL BE 1CBD APPROVED OR TRSTEO FOR USE IN TIES CITY OF INC. XIL FINISH CARPENTRY) I PRECEDENCE OVER SCALED MBASVRFAREWS. B. MEMBERS SHALL CONFORM TO AST.M A-36 LOS ANGELES WITH AN ASSIGNED L\.RR NUMBER. C. NAILS MUSTSE COMMGNMTE.NAILS.ALL NAILING SHALL CONFORM WITH C. RIFE COLUMNS SHALL CONFORM TO AS.T.M A-]S FOR GRADE B PIPE. P. NAJIJNO:PER UE.0 TABLE 2"FOR COMMON OR BOX WIFE NAILS.ALL PLYWOOD APPLICABLE BUILDING CODES.RIPER TO STRUCTURAL SPECIFICATIONS FOR ALL A SCOPE.: D.Sli(M.DERROIS,OMISSIONSORDISCREPANCIESAP'F.ARINRHeDRAWiNGS D. ALL WELDS SHALL BE IN CONFORMITY WITH THE STANDARD CODP•FOA ARC AND OLARL AIMS AT ROOF AND FLOCK S SHALL BE NAILED AS SPECIFIEO ON INS, NAILING SCHEDULES AND SPECIAL DUGHRAGM REQUIREMENTS, I.FURNISH AND INSTALL FINISH CARPENTRY ITEMS COMPLETELY,INCLUDING TRW OR SPEC)FICATIOTIS,OR IN THE WORK DONE BY OTHERS AFFECTING THE PROTECT GAS WELDING OF THE MF ICANWEWEITNG E0IITY,ALL STRUCTURAL WELDING STRUCTURALPLANS,PROVIDE.p(7lB[E TOPPWTES AND LAPAMINIMUM(RJ 46 D. SHEAR PAN!•LSAND SCIJFDUfFS: OSTALL00, AMESNISH AND HARDWARE,OAS.PANELING,TH ACCESSORIES, PULLS.ETC. i (WORK)•THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY AND SKULL ISSUE SHALL BE PERFORMED BY A CPRTUDED WELDER USING THE ELECTRIC ARC PROCESS INC WHERE SHEAR PANELS ARE NOTED,SEE STRUCTURAL PLANS.SPECIFICATIONS! 1.INSTALL ALL FINISH IURDWARE,BATH ACCFSSORMS,CMS PULLS.ETC. INSTRUCTIONS REGARDING ANY RESOLUTION PROCEEDURE. WITH APPROVED ELECTRODES.USE LOW HYDROGEN ELECTRODES FOR BOLT AND 0.FASCIA AND LARGE HOARDS TO BE D)UGIAS FIR UNLESS OTHERWISE SPECIFIED DETAILS,TO BE NOTED;THICKNESS OF PLYWOOD.EDGE AND FIELD NAILN:,.40 STEEL REINFORCING BAR WELDING.COy Hua O.Sy'SPFC'TONRENmFn FQSPET^ SELECT GRADE,SAW SITED AS DETABFD. OF SIDES,SILPLATE NAILING.DRAG STRUT DELIVERY TO PANd AND S7RN'• H.RORAtU%SHJP: E.THE CONTRACTOR SHALL CONFORM AND ABIDE BY ALL LOCAL CITY,COUNTY. WFl DiNO H.JUTFRWR TRW'REDWOOD,CEDARC'R DOUGL AS FIR AS SPECIFIED.SELECT GRADE, PING REQUIRED,FRAMING ANCHORS:ff.A•15 SIMPSON AT TOP PATE TO BLOCK- 1.ALL JOISTS SHALL BE TIGHT AND TRUE AND SECURELY FASTENED.ALL CORNERS J STATE OR FEDERAL BUILDING&SAFETY AND HANDICAPPED CODES AS SUCI CLEAR W REDWOOD AND ROUGH RANN W CEDAR OR AS DETAILED ON PLANS. ING.SILL PLATE AND STUD SIZING,EDGE BLOCKING REQUEEM ENHS.HO.DOWNI SHALL BE NEATLY MITERED.BUTTED OR COPED WITH NAILS CHIT AND SURFACES CODES/LAWS SHALL BE CONSIDERED A PART OF THESE SPECIFICATIONS AND PRO' E. (JOLT HOLES IN STEEL SIIALL BE I16 INCHES LARGER IN DIAMETER THAN THE DIM I. FL(XJR FRAAlDN(k PER SIRUCNRU.PC.ANR OUWMOS,DETAILS AND CAILTR. l7PLffTRESISTANCE HARDWARE,ANCHOR JIOLTS USED,NUMBER,RILE LTC. FREE OF TO MARKS. VISIONS,THE CONTRACTOR SHALL INFORM ARCHITECT W SAME BELIEVES OR MILLER OF THE BOLT USED EXCEPT W OTHERWISE NOTED. ATIONS. __r,-.... 3. O.ALL WOOD WORK SHALL HE NEATLY AND ACCURATELY SCRIBED TO PT AND KNOWS THATTHE ARCKITECP'S PLANS AND SPECIFICATIONS ARE AT VARIANCE XLY COLUMNS AND POSTSH XLS MISCELLANEOUS FRAMING INFORMATION; RECEIVED ADJOINING SURFAMOOR HROUGH AND FINISHED WTI THESE CODES.SHOULD THE CONTRACTOR PERFORM ANY WORK CONTRARY F,ALL STRUCTURAL STEEL TUBE MATERIAL SHALL CONFORM TO A.S.T.M A-NO, A ALL WOOD FOSTS.AIND CKU}N5 SNnLL Be FRAMED TO TRUE AND DEANNGR f.REMOVEALL D SXAILBPL TELY PREP IRED OR FIND MCAAP EDGES AND SPLINTERS I TO THESE CODES AND LAWS OR REGULATIONS HE SHALL BEAR ALL COST ARISING GRADE B. SUPPORTS HALL BE DESIGNED TOHCWJTHE COLUMN OR POST SECURELY IN P(P• A ALL NUTANROVIDE FWMI ASH OEM AGAINST THE FACE OF WOOD MEMBERS FATFAM1f AMDC'OMWETTI.Y PRFPAIRmFOR FINAL FIIR9L E THEREFROM - MON AND TO PROTECT ITS BARB FROM DHT WORATION IN AREAS EXPOSED TO SHALL BE PROVIDED Wf1H WASHERS. C.AGIFXNLS G.ALL S7RULTOVAI.HOLTS SHALL BE UNFINISHED BOLTS CONFORMING TO ASTM WISER SPLASNANDM AI:LE%7FAIORLOCATTOIS,WOOD COLUMNS AND TOM B, HO/ESJNSIRUCJIURAL MEAISFRS FOR PIPES,CONDUITS,ETC.SHALL COMPLY L DOM FRAMES SHALL BE SET FILMS AND TR1E,SHALL BE RIGIDLY SECURED AM ILL SITEWORK A•]OT OF SIZES SHOWN ON THE DRAWNINGS UNLESS OTHERWISE NOTED THERE. SHALL BE SUPPORTED IJY PEAS PRO£C)ING AT LEAST 2 INCHES ABOVETHE - WITH TH!LLELC AND CITY BURGINO CODES AND SHALL VERIFIED BY THE FULLY PROTECTED DURING THE COARSE OF CONSTRUCTION:INCLUUMG ALL FMISIWb.FLOOR AND SHALL BEAR(IN A METAL BASE'PATE OR FOUNDATION STRUCTURAL ENCUMBER. DOOR APPENDAGES LE.TFRESHHO DS,INTERIOR AND E'XIERIORTRLML STUCCO A THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURESTOFULY PRo- W_ MASONRY;MATERIALS: PATE OR SILL.POSTS OR COLUMNS MADEOF TREATED WOOD OR O"CUMATION C, MINIMUM SPLICE NAILING;OF DOUBLE PLATES SHALL BE AS FOLLOWS UNLESi SOP ETC PROJECT AD1AC'EM1T PAOPFRTIC•S, GRADRAMWOOD OR CEDAR W BE PLACEDDIRECTLY ON CONCRETE.SOLID OR OTHERWISE SPECIFIED;MINIMUM S•I(d NAILS EACH SIDE OF SPLICE WITH NC1OR AN A MASONRY UNITS:STANDARD MEGRIM WEIGHT CONCRETE BLOCK GRADE A GROUIEDMASONRY. ADJACENT SPLICES WFITIRN 4A INCIP.S.SEE SPECIFIC STRUC•TUIIAI.DETAIL FUR 3.DOOR D ALTERNATE CASING SHALL A MAN HORN URPD L TSU CLEAR PNH B. THE WORM:CONSISTS OF FURNISHING ALL LABOR,EWBIABEKT,MATERIALS UNITS,As TM C•90 WHERE APPLICABLE. TOP PLATE SPLICING. PROVED EM THE W ALL VERTICAL AND EO EMS:: TRW M47.Rk77S SHALL AND PERFORMING ALL OPERATIONS NECESSARYPORALLEVVTHWORK INCLUDING B.REINFORCING SCEEL:RtfL'RTO STRUCTRAL AND CONCRETE REINFORCING JUL, WALLFRAMINCi D. BLACKING:SOLI}BLOCKING SHALL BE PROVIDED BEHIND ALL EANDRALL•GUARD REMFG SHALL EASSPE SPECIFIED RBEO(MINI U -' P SHCUADNG AND PAYING FOR 7}E GRADING PEIKMT'. STEEL NOSES. A DZE,STILES IN-EXTERIOR WALLS AND RRERI(R HEARING WALLS O'"BUILDINGS RAIL AND HANDICAPPED GRAB RAIL CONNIE INS,WHEN MADETO A WOOD 7.SHELVING SHALL 0E AS AS PER SPECI7PD O0.BE OF MINIMUM CTFOF A0.1%PIINE WO LESS OD. C. WATER:70 Be LEAN,FRESH AND SUITABLE FOR DOMESTIC PURPOSES, NUT MORE THAN TWO STORIES INHHICHT'SHALL NM no LESS THAN 2 X 4 INCHES. FRAMED WALL. 1.WOOD BASE;FINE LND BUILDING SPECIFIED I THE IM "ItSPLUMBER NC TION - IV. EXCAVATIONS; D.WATETIEWRE:PER ASTM FRESH A-82 1ANDSUIT BEEFLACK RANDOMESTILPU IN NOMINAL SIZE•AL SIDDS SHALL HAVE FUJI.DEAIUING ON THE STLJ SOLE THAN CLEAR WORKING RA IN S,OWNER IN THE APPROVE SPECIFI IS CATIONS E. tORTLAND CEMENT;PER AS.T.M C•IS0.62 TYPE U. PATES.SECTION 2f26.TLUM IMFIDIU NON•BP:ARING PARTITION WALL STUDS TOSECTIONBEED THE THE GDRAWRTOINS OWNER SHALL APPROVE BMILN THE A SEE SOL's REPORT PREPARED BY F. SAND;A.S.T.M C-144 MAYBE FRAMED USING 2 X 3 INCH STUDS. TEI BE USED AND TFff FINISH PRIOR TO INSTALLATION OF SAME WIITIUN TIE PRO. �.� - G.TIME;HYDRATED AS.T.M C•20T,TYPE S. ELT. B. NEpJl7;UNIFSS SUPPORTW UITR\LLY By ADEQUATE MAXIMUM D.FITTING AAD)LINGAIG OF DOOR', i B. EXCAVATIONS FOR ALL PADS AND FOOTINGS.GRADE BEAMS ETC SKULL BE IK6 MASONRVi MORTAR AND GROUT. ALLOWABLE MH)W FOR BEARING bTUDS SHALL NOT EXCEED 10 FEET FOR 2 X 4" 1.IVEEACH DOOR MUST BE ACCURATELY CUT.TRIMMED.AND LL ED TOE RESPECT" MADE l0 COMELY WITH APPROPRIATE DRAWINGS AND SPF.CIflCA77CIN3 AS OR J X 4 INCH MRAM AND 14 PBET PM 2 XA INCH STUDS,BALLOON FRAME ALL WO FRAME ORDER. LLO WING AND ALL HARDWARE MADE FOR TO PERFECT MADE TO COMPLY WORKING DRAWING DOCUMENTS.DSPECESSHALLOE FINISHED ACEMENT MORTAR:OMPART CEMENT.MAXIMUM31 PARTS MORTARSAW,V. STUD WALLS:ATSLOPIN000LINOS NUNBEARING WALLS SHALL BE PER 27.14L WCAICMG ORDER ALLOWANCES SHALL HAVE BEEN MADE PoRTNE PAlNi ER'S WITH LEVEIN L BOTTOMS. PART PART LIME BY VOLUME.COMPLY WITH E9%IU.S.0 TABLE 34 A' ILB.C.WALLS'E%CEEDING12 FEET 19 CLEAR MIGHT FOR NON BBARNNG INTERIOR FINISHES. U.GROUT:ONE PART CEMENT.T PARTS SAND,VN0 PART LIME.ADO WATER TO CONOI noNS SHALL OF.CONSTIWCT Eb OF STUDS AS SPECIFIED ON STRUCTURAL- 2.CLEARANCES AT THE LOCK AND RANGING TTOMS AND 2 D)ff TOP SKULL NOT D. C. ALL EXCAVATIONS SHALL ME KEPT FREL:OF NY STANDING WATE0. OBTAIN CONSISTANCY FOR POURING WMHCRTT SEPARATION.ALSO,ADD ONE PLANS EXCEED IB INCH.CLEARANCES O 711E BOTTOM T FINISH THINS SHALL BE LE 1 OBTAIN RFGISTANCY OR PAPER GWITHOUT SEPR'US®MORTMTYPeS. C. SPAC/NG:A(LSTIIDS SUP,gOA-TING P.OWANDOHIIHOSOR RAFTERS SHALL BB NSl7D FOR THE FINISH FLOOR COVERING.REFER TO F)NISN FLOOR SCHEDULES D WHERE EXCAVATIONS ARE MADE TOADEPTH GREATER THAN INDICATED WITH MINIMUM COMOTESSIVE STIREN(THOF 20O01pS1M3A DAYS. SPACED 1NOTFMORE THAtN,16INCHES 9C.FOR WjO%ST(07SPACING REFER TO INCLUDING CARPETING AND BEVELED. BUILD- SUCH ADDTIIOGAL DEPTH SHALL BE FILED WITH CONCRETE AS SPECIFIED FOR 57RUCNRML RLANS. f.LOCK STIR EDGES MUST BE FREELY BUT N. SUCH AODMO D. CXPPLS WA4S;SHAU.p,E FiRAME%USINO6:TlIDS S771�ry01ESSMSTZETHAN 6.BIG WITHOUT WN EBOUNDBVTNONS AM WITH ALL C .yROPE CY DU MASONRY;REINFORCING MKILi THOSE{RSED,ABOVE COL!(. SS.$PeCiALSTRU(•T'TURALB{ACItING His BEEN SPECIES. BIG ADJUSTED FUN TIONIIIAND HARONSARE TO ALL NAROWAReJ?0.pPfiVeY V. THI.AND BACKPILLt ffD.WJ1ENE%CEED1NDyy GR•EAR HE;GHTOF 4IBE'TSUCt'W,ALLS SHALL 86 FRAh1-'. ADNSIED AND FUNCTIONING. A SHAILBEACCURATELY PLACED.CORRECTLY AND TIED AS:WELL AS EU USING S7UD8 TIAVINO;TTAE SIZE tEWRE17FOlAN AROTTIONAL STORY. S.SELF CLOSINGDOORS SHALL CIDECOMPIETO BeHE PROPIXLY�.b(U5 L A. REFER TO Fc�CaVwTION I V A I FOR ROLL'S RETORT. SUPPORTED M PLACE(HO131 TOP AND-BOTTtN.L 'PROVIDE MULi'IP1E S'JOD9,EOR SO.J)OEARWNO AT P•N/�OPIJDSCEI.I,ANEOUS 71LL5 FUR DOORS SHALL C.OHE COA4IEIFLY. � B. AEI.FlIL MATERIAL SHAD.pE FAIT FROM DEBRIS;VHGETABLER007'MATER/AL, eeAMSWFPRB40S7$AATLPDS751iES ARBNOT'TkR21CK1ED:CARRY ALL STUDS � AND ANY TIDIER FOREIGN SUtlS7'ANfES. Oi.Y MASONRYi WORXMENSUtl'. DOWNT02'OMOATT(1FCSILL:RL,AFE;QR1!LA'FR4 ON SLAR3..' •1`.,, . _ E. UPF,NfAUS/NR'AI,4 PAAMfJJU'4HNL EE HR�NAFRWIT7lhW.Ml1JTRS AB RNDICA17G._ A WIXIIC SHAD BEPLUMIN;LEVEL ANDTRRRTOARNBI. ON PLANS HIH`>N@VERW{SHT;£35Tl AN 2XTIAWAMFR STUDSiJNDeR EACH END. C. BACKPWLMG FOR PIPE TRENCHES SHALL HE COMPACTED ON BOTH SmES OF B. ALL MASONRY WORK SHAH BE LAID M COMMON BOND UNLESS OTHERWISE AND T X KING STUD6 1DE TRIMMER•S11RbT,XiNQ"S'E{fb9 SHALL BE FIRE- I� PIPE IN SOINCH LAYERSTOAFINAL DHNSDYRE OR SOLID TO VOID. NOTED AND ENGINEERED. "HEIGHTOBNCNM¢M,Tjt�7F$B EOTHEPWISENOC'COONPLA[(91NAD NAKED TO � ��' /f n��M-�r.�r' V0.GENERAL GRADING NOTE{ C. ALL.)OIN'TS SHALL BERM AS NO(E93. TRIMMER AMF:HPADER TISp1Cafi 16 NAILS.: "-"�� ✓�n_• `� I� /�i`/V/\ • r P, 8FM{3,SET WITH CROWNSIDF lR J { A. ANY TRENCH DEEPER THAN$(FIVE)FEET IN DEPTH.INTO WHICH A PERSON � - G. Rl.M'KING•PPA SBC(14H211H:1 21'4 T1{)�E 199E 1 � _ A45�� IV�G�'�.��R 1 MUST DESCEND REQUIRES A PENMUT FRDM'TIIE STATE OF CALIFORNIA.DIVISION H FlRFS7UPPING PER SBCIIEX4T01lLI Lt991:• - OF DNousrRIAL SAFETY.(fALOSHA). - ✓KTIVNI G� FLV )1�,1G C� - - _ - _�❑ B�.AH'.-BPRRR�m CFflTECi'3 t AFFRov® PAGE To � DBSTGN @7G01®tIN0 LtlN57RUCTON OF _.._.._.....—..._.. sees_.. .—. ... w �. - - II ' f �i ,'.� • ._. _ i sees_ __ I ".I, � _.� �I I • � ��..! 1 .. Un1uY .nit•ly tkotlltl.r•.nA1l be ►A naltJ�d-''by t•thick arwIl t:hlek, Ire In ,!cola•rltN •' ldaselnaemt/mMk Dbseare l••d•trwa•.eulsyR.tYer,amRNld.dRy, ri Chlak trl.nq le rup•elnpee.d an the circle tend eWU.wY•^WyeWIo[L OIck Mar.hm37 Ymmlr•tmd•m,wR penett[q,,.d 1T41♦ L � �a �j. �� Vb71 vh. di the lf•Jl.m•ter. - mnimyfacWdr•su er lkooeed yRebe4,IN Wnldk el tT team!• i'tIf�51111 b. SAr d/•esne•:b•tvon tA• omter lltu'.�f .lu.t•e r clue t tad an edfolnlnq cell rh.11I b ..i6•ai/Sr d r.IR"'21 1 Tnottpmvy ryreb4 NaRmt•earslm dr tleof r.WtYaf/0 ba'b•r red RmYmW . / t GEN WOYEN UNIS n[sT,00rs E l/a'kn••r�'Y•-+sA.S•r CorleCtlan ld.1r0: .. ur mesas abW mdlwkeJydlltemt see W.miw esi—std,[Opor. A�i Ls. rtVV [ o, CeeD bare at the ride of voter cl...to •hall'4e Jle. �I 7[�r lowtad 17• to)d l )• _ T� II C. 11dk o (Plus o[•!oars l ) fro• the o Hpw.rfmd duke ylpa[ectedbMmM hntauf drllM la.tIsY4 Qetrtn••lr _ _ ® corr•eelon C CAe voter closet ■tool ''see' 6� 1 li Ynp b.w[krpatEardw mom mdQy,sMu `^ d'M �{rCp! !,;silo. i L I II777 ,/Y , t ^I'' II I t Raw mntoll sod opwednr elwArJsm atidfhopo.Dk mltkombW lM dYU au mv.k.dW d. .o general !n order to cowplY� vllh -boFh 'uPi°LP`°�I°evewUe[Ne°enn•71'°fmm�gakad M ti—PokeaD[mU be As R� ,nUNTCO tI-YA fTYPI i! carr.otlon lb end la the center 31na of the Y•tar dm5� �'u°d,P°eD•tYPOmdeJomoNagymeronM alo.aC w•C be lea.t•d D•FV•an Yr••"f�'�� ff '' R• . Tubb dmlm.3df<Smit Moro sUon<d ltle•pue,[nseYm ,4,a H.ne•t HaW� the LluLfWtll t.aa oR the V•11. �� ' fro• t _•• i• ,roR.lda la ) h° Y IT, � a•.p• �i :. ••[Pm aceya ��1 : : "� slot ae t.cn' .jscte ll 11 se ah a r ro•n,•• . ).,'-'Awll•e'flu n oncrot nail e p el lin 'beM <: al ,-�j % I ~4 i sees �.•''~•_�� 1 �,� •.rd toll aoC r qulr g 9 P{ ,gip)•tl,q l.td [L•C. COnt[el• for the ti h tl tt vale. •enrol pn,r,a v I I .1 ,.ball bn thatn 4 o tA• YId••10a of the toll t•r. t- .I Ito Yore fuel // lncAaa serve the Cloo r. 71 ( apau "�"•^• , 4•-D'YAt ^itr.Wlra4 to attl oa conct.l, ,hall be ae qr ear than S'-0•YIY I \ ,v�.w`wr.r�t'INII161f@I i ;'Puueaa LAVATORIES � t -•..:wro.eo.ro. I i nwa,,.�`• ... 1. a.101sr•'urleu,lb r prov ld.d, a lout end -hall have . „!� I '! 1 Pa PR 1 case ride n to-lneeu 1•teq In[rot•t '•"��°`tb.urlaal - 1 • .. mel 1 n Pwrla.e. .e !seer hero coffmOLS,SWTTCHESANDOIlTLETS JN'e7•ee+M.nlnlnw t 11-Inen.• tree%h. Ill Ana t p'p'iT — nra•• !rare ( 17-!lens.••Aare the tiser h 11 a 'Fumplmottdpeprelstgenextd landedllaeanlene /d MC�VAG@ S`wvli., H.narR o:eer S sball �.l n,w, leers i O-Al ERRt e.Al.1n9. P. w [ •Mr vvlr.a ll M'w•yr•ae•t dean.re•nde W. teat. �'.[. i Algkr MoelM' I '•—r— )1. rarkln9l °• Where • t pi. dl.•bt.a parxln9 et.11 I. provld a, .0 .hell b• 11 0 vide.nd rut lined to provld . • e• 1 Ann Pow• beuade.ttsda. alas q (11"T.-AVIethand"0 1e i 1" � RG DUD2 ,Id[�WDICAPPED dqd Porkln •re. a1u1 • Sr-0" loading sod un)sad►tvl I l�empin dAtcephble Re.11tge .{{ bl-Om6-dt.- I/de1�O4Mdt/CD �• •n•Pr.Shc3lRkranctl:�ldtl_D.LtA.�rAIc,L. - - F�'fED f P21✓AC-i" I�IL sAg PetvP_ I �•y b T.teh parklnQ •peer 1,11 be for per.00 rI LA �! CS PJ�O P./�aR.S -I/y"6-'�f/,IaLE'6'3 .xl. ^S119w(de Aa✓+ 'fie pny.lens dl a•Dl]ltle, •boll be IdentlfLd by A I Y ... .•d- n19n p•atendnClye po.eea lmw.el.t.lr emld•(14A Id �CgOI�e .-bI}ISgR�R '�O281ot� i % �•— IFS/,/ dJ Dent co •Ud t!• [row Dan •tsll or ■pace, i I caui•t1Aq of preflla vl•v of • vAolaM lr vlth 1 _ occup•u: In vAl to on de rk blw Osckgteurd. TAe m19n ,�d�d ��C ,rO a,e �, ,`�®�.�t6[01�,a51D6®�'�YFi,�Ol�ff• /: • .null of b .smaller tho .gush. loan°. o area nod, IC rD2af•r0 A�✓I�n'� SLfSs• hA><. I when In the patA of travel, shall be posted at s I ,I tlnlwu• nglht el IR• trod the bottom of the ■I9n to I - I I the p.rklnq epee. flnLMd 9rsdo. Sl9n■ ■oy •Ito be I i4 iI' e.narW on the wail of tM In or and of tM p.rkinq spec. st• wlnlwuI,MatAt of Ps• tie.tAe •rkl Ip I lnlshrd glue, ground or ald•rdk. p •Wes Wd• LllrvP. fit "I .An •AJI!lone l' blgn lieu .She be Posted. in . 1LIaK P1Ya. eon•ra,p!ensue place,sce, •t •.eh olden• to o[f-etHet - 1 4p �j�': •• ..��// fp vlP .1b 9 facilities, ere lnwvdlotely •dlscont !e •at l7aR 2d Oefrt RJhpC2�es1AlIL ! Dmn.DWl nlbl• fro.eneh small er spare.Tn•°tqn.hell be net boor ti a }�¢♦j'j 32t�h�lr�—r r Iry rd than 17• k 77• In •Ixa'uich latt.rinq not,le.n [`r`t+V!/ DOORNAAO'WARE el.R:,, thus 1• In h.lgim, Vhlah clearly end eONPlaew•ly x•sr ed•�Y9Y Mn[M maT[a elet[TR M[i.fTALLt i N eta to. the follovingr `•0r((u�" ,d["ii `c•i[`a c�rnus„`nOon�%n VAI ' OpW Teit[nrr"SRYAIpN.) Apac'thwoulwro d display hlI p.r4ly In An.lnna tad cards linear mot ssued 4 dletln9ulehln9 1, arras or x ' license Plat 1.••ved (ar phya ten/ly Yl.abied mny ba touR army .t e.n.r'v expo.... Ter.d vnlil elan etWR .TYIN. de'YN1. •Yule' ,C \ 1 mny be r•clolmnd at..............or..............or by I mut. No - Flµl _Flo•2 22-t I � • tnl•phonl ........................ - and Albd—.Elea Width bs Tee Whes,nit U 1 II ^ Units I.RNple WAeddWr I 1 i U. lorntoclnc -h.11 Iw a.0..trd vLtu ■ minimum dist.00ft of 1J" to the cant.• Ills of the fixture. Acao..lbl• o Inv.tot as shall ba mount.d vIth the 'rl. or ceuntet - ' surface no higher then W above the finished floor. Ville t I x136 'll. At kitchen alnks, !•vent control. and operstlnq e1rtwir? i wncAnnia •hall be op•reble with.on• hind and .1.111 Thresholds not tagnlr•tlgli:9ranpinn,-'plochln9'or'tvlot3n9•o( th. trot nCW laa!tr nor url,t. Th• lerOe rsgut red to netivta aontre)e oh•11 b. cross., 0. 9r..trr than 7 W. Lew OP•tnted. push-type end EIOOR—MOUNT D WATER O 0 ETS e leccronlcnt ly eontroll ad mnchnnl•ma are ...plan of u •eaeptot,A ao.!goes 5.1(-rlon log ve lren nn alloro.l if the [aucet remain,open tot at least 10■....... •• VA•L•O< ''1�1.atlip trod v.11• IteC aces•!•, t.l.xh....l �'1•�' '• ••• . l ihU lr"`lead loge .d7e• 'b.tvn ta•.ncl,•. •�-- i so-+heAu'•-4-1 cn• into Mr• teen�r Isl• iota re!leer nail., cetrlaor•, Auwaq•vay„°r Islas. ... .. � ` II a. ob}.e<. wayse.a rl<h rose• ludlnv •de•• , er ester % I f, (o) 17-1wcA•.;•bar• tA. tlnl.n.• ❑ea e•y rt•t hard• •nY J i^.M. 4�.a1 by.... '-,Wnu,wL,4w.Ymae.rWam 44- —eeYf IloJ +eoret. r TOILETACCESSORIES .. 1 1 r1A w , ✓f• Ab-p% 'manqu " !weir •.rapt betv.m •. wile oc' - - - " blo•wlk n6 an .dlawnc tr••a or drlrau.y, epi:.Jlny a-lama•° !n a vrc.c•1 dlrans+en, .en .e at pl•ne•r. 117 I' ' oe four.1 10..t.d in or .,).rent to valk•, Separate T•aw.tyeea ae�uccDobds artpo+idcd(a.m•d.Mlaypalkee•6cSv4 j .ld... Or Othat pw..trise r.y.Ih.Ll be W.ntifl.d palm�e�rc64><t+rs!Otn.LdestWlDep�v.4d©torUM:oppMM:eDt.d pu.uu of by ouch. prol.aelm at lead a-1nen.. In h•i ne .bete race tot.lro.WbaaewaDcd,duan:poviddfs�Asses 12am Ii ' the V.lk or aid...lk surf... to va rn toe blind oC • mxk.,d[ex besdn rely le p'orlded fatm bamloppa+ryoopk r{epeyaiW aiandivs t•� ^ � l2 atk I r��i/�i��/i��•''•�� h! 1 I poc.nalal drop%ICb- YA n e.era rut l4 A.nd all 1• '`J"-tJ? Ptorld.d, n NtD.{• a gpll'd vh n . q 1 I r Ll .,la 1•e•D•+a4d�Le.,mebro.duR bca saeaa e(57 Y,v,e vd eu.lmmn.t t9l.r.e t%A:l e.'t toloan p. -er 1 h bw. .xarvelbma of m.xNr tau.C.es.b YrU1iAA, .bUr _b,na,•.dmA4_np•h• R aA. rtw al to elk f old, lkI, the v It�1•'s 1OP I p.ra.at.r 1 'q[aal.nt er o false ne baurJ•lore, .ejd�,m a er:o emu[ao«1•eao.�m.e�p,e elaeruv'"aHd-merma sm.ev.b.0 e[mpm er.dpead.twee. Q„ � f i l L: f� 13� i RPhllef!•mm)-ohowrtore 1•#topedgpR.iw reo'Twa. 1 „I ( I sam / Fig,3 ram.o n.rlme0—mmOr[hm.<amnmm°t •, _ hay ' Wlr.knwT,nd.p•Rp.[e I 19/U . Twed ,,A w OoabMRm I den ce. H[N Yf•MIN�'" - - CLu1AiV��14I J�G G a/�J,K/�,1i.�(IN IU„��KIIL j.!A\fV1In"�Vn�/+'��f�.�pi�N/��•k,','\�(r��I/II��1y 1✓u�/"/f!�^t'...� .� A HRN�d BIICi.7Pll.C;iltD S 5, G 2 MIN. OMIN I1N7tOt8 I� •/�.� � • rM•ealmou mL>M aae�.e ww� j I y; Job Name: Truss 18: 1W 1. 55 Atff.. C000 11 ER3 X-LOC RO Cr SIZE FEQ'D 'IC 2x4 LFL #1 & Bar. Plata'r�g sec • At'8I/`IP! - 1995 1.. 0- 1-12 1200 3.50" 1.50" BC 2xA DFL 1 'THIS LESIIN 23 Tf•E +3�4I'IE RE ur CIF 2 29s10- 4 1200 3.50" 1.50" U11 2.Ctl IF brILMe lvU,'I'IPLE IAAD CASE:3, 2M BF srX,tV= . 10-4 1�RM Rl]�J 0417I'3 shontt are based CITY 7C FCACE AM F3D CSI SUM 2.c4 LFL #2 cn the truss material at each bearitv: 1-2 . -517 .00 .61 .61 Irx lr4 for 10 PSF non-a rt urrett KU,. 14AIE VAHESlFR IC80 FESIMMi REFCXZI'11607. 4 1-2 -4162 .14 .61 '.75 R..Mlar;l .�CN(1M:3t4I1t4mwIG;3. 2-3 -4258 .27 .66 .93 3-4 -3362 .09 .28 .37 4=5 -3362 .09 .28 .37 5-6 -4258 27 .66 .93 , 6-7 -4162 .14 .61 .75 6-7 -517 .00 .61 .61 BC FCPCE AXLa $V CST 8-9 3913 .58 .29 .88 9-10 .4027 .60 .20 .80 10-11 4927 .60 .20 .80 11-12 3913 .58 .29 .88 VEB FUCE CST FEB Fa;KE .CSI 2-9 167 .17 5-11 3.16 .12 3-9 116 .12 6-11 167 .17 3-10 -836 .52 SIM -3723 .S9 4-10 1829 .86 SCM -3723 .59 5-10 -836 .52 i4AX l:EbZTl:7C!'ICN (spana) • W988 Trim 10-11 (LIVE), 5-U5- -0_t -O-U 5-0-0 5-0-0 -0-0 5-0-0� L= -.36" Ds -.54" T= -.90" 5-0-0. 10-0-0 15-0-0 20-0-0 25-0-0 30-0-0 aaw== Joint T=aticns =� -, 1 S41-11 -_ 1_ -11-0 ..... 1 0- 0- 0 7 30- 0- 0 1 2 3 '4 5 6 7 2 5- 0- 0 8 0- 0- 0 3 10- 0- 0 9 7- 6- 0 4 15- 0- 0 10 IS- 0- 0 4.00 4.00� 5 20- 0- 0 11 22- 6- 0 QF�SSi °6 25- 0- 0 12 30- 0- 0 5-5 QR ON M 3-4 3-4 5-7-11 3.5-5 1.5-3 1.5-3 3.S-S 5-7-1) 5-123.5-5 3- - 3.5-55-12 SHIP Ct345<382 aD 50-7-0 2-5-7 3- _� 10-7-0 Exp. 2./31/02 '* 2.00 -2.00 s�q � �- -x-x ..A- 14-8-8 8 9 10 I1 12 7-6-0 i 7-6-1)� 7-6-t) 7-6-1_ ► = ; . 7-6-0 15-0-1► 22-6-0- 30-0-0-U-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or 6/28/2000 "H" (16 ga.) , positioned per Joint Report. Circled plates and false Scales 5/32" 1' frame-plates are Positioilied as shown above. i WARNING React all notes'dot thirshed aril give a Copy of it to the L'rectiltg Contractor. TBF s 69.3 WO: T297 I'lnls design:is for an individwd building e0ntpann;A1.ft has been based tw specifications provided by the eutnpunent manufacturer and daie in Chic: TR accordance with the current versions of TPI:nit AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be �istaner Name: SARRLUMBER Verified by tine component manufacturer:nd/or-buiW!ng designer print tu.fubtiwtiwt. '11,;building designer shell ascertain that the loads utilized ws Dsgnr= TR #LC: = 2 C.P.1 this design meet or exceed ilia IcwJitig itnposad'by the luwl building aide.it is assumes!that the top chard is aictally braced by the roof or floor "'"■ .he ttbbtg and the bwtwn dwr4ls laterally'brtcad by a rigid At"t Ling tnatwial dirceti attached,unless otherwise noted. !!racing shown is fur lateral TC Live. 16.0:psf DurFaes = L=1.25 1'=1.25 i ��ii11CJr suppot1 of cuanponents members only to reduce buckling Icugth."Phis component shall not be placed In any environment that will cause the moisture TC Dead 14.0 psf Rep Xbr Bad 1.15 TRII&VAL aY ITNIS C0114:nt of the wood exceed 19%and/or c4usa connector plate curitW mi. rubricate, handle,install and brace this truss lit accordance with the followh4*:,:: 4441 Mato wrl•pr.,awls.v rho s,Ctn t M)7 i tandards: CItIISCo&i MANIIAI:,b fruswsal, ,Qll VIJ'i'Y Ct7�f`I'R(11.S'1'ANI)ARf)FQ11 MI:"fAL!'l l�fl.CONNIi("1'hU WOOD'fRUSSI:S' BC Live .Spa ioq 2- 0- 0 I r tt Y' -0 psf O.0 a (4S'1'xlty, 'IIANI)I.iNc)1NS'CAt 1dNO AAtI)IIItACIN(i 1411aAi:l')A'1'!i(•uNNlil'1'ISU W(u►1)'l'RItB�I:S'-(Iflli-9l):u►d'llfti-'Ii titIMMARY BC Dead 10.0.psf Design Spec UBC-97 Slhai'r, by 1*111. Thc'rmss 11610Institute('1'1'1)is oowd at 5wi 0*011ufrio Drivc,'M:ad'uaui,Wisunxia 51 19.. `I1nc Anncricaui thiresi and 14aper TpS.0 Version T6.1.4 1Assticiation(AVI A)is located at 12St1 Conmecdaut Ave,NW,Ste 2w;Washingun,D(:2tXA6. Deft Ratio: I/240 ZC: I/290 TOTAL psf t j PA2001-039 for UP1547Amended P� FILE COPY # 4545 MacArthur Boulevard,Radisson Hotel ` DATE OF MEETING-October 18,2001 Do Not Remove CITY SEP 13 2-001 AM 7 PM Exhibit No. 4 718191101111121112 iBIG O4= i � (� p fit + hciw�f.� �S.a',►1•Itr1Qj Pam...A irl'i � }Njo• O 1..�•. i Y Ir+� - - �_. o o ,M- P Q p . •�AR�,kocxTio,� b,�.-_.. .• .pr��y'as..�;ir._ • is BniM"Data: } No.of Stories 3 Type of Ceamtrmt— �•►J2 OocuPa>icY Ctraup(ek Stdte Area: Fire Spdniderx , Fire Alarm: BLoc C>wA4M7,-e/V�_-yvpo&-r LOW 17K-�Pg,A77WX-_ - ¢sus- A/147 4wt/�/�$O 'V C 7 1 - _ *T" } t a map ��fl4� : �. 00 ty�:*4�Il(� 1- • 9 i' I. { i. j f ; Wow apf A,Awrp • I I ! # I 1-4 QCAQ 2 � � •frcco fldrr�l-T.,�. �` � 2 I ; '6��140�jr:pccJPtil (-o1+D�(oO"-'-1t�75"s"sE'84��'0�-:...•. � �?rL.P_t�JU��( { � I 9a-o' Y 20'0' 30'0• .cy>l(LfA lI�I6 20.0• lo' IflPt E,<tll a j�o •/p"`�Ea * it I''r fmi"90 WA �f I• � � �.jL "� . •' "�' *IZ T16 _2 r14 1 i ,"sII i"by' r I � •1- - •��T��G A _ �_�� I I rr' o-��C�+' { � F Apj /1�6?¢I¢• �/,}A`4 6..1 I t!Igo•_; � • 1�4 2 lulAlf 2�eellj G Ts f� P�izA� la 20'-a as-o• 2a-o• la-o• so•-o• 7r i - r^ b 2 3 4 5 6 7 8 ^�{ AA G ' %45H--Wfdde mWDj0,JfhPt RW# 2 `2� i5i i6� ,7� ,8 % 131 %4� _ r r r , f�r `r �� 1---li---�---------------4-------- ---_-_-__.-----------------.--A---�-_ � I 1 R ------ 5I ------- - ♦ • • -h- ----°,--------- y-0• • - --- I 9` ♦ sale t3W I I ♦ • , A. �t G�� d lei I o -• ;A �a p �p �.1�-f- ------ ---_ -------- ---- ------ - �t _ I I . yI¢�R� .v i ioi i �' �, da 1 t Zr ► w� I I4M �i' rl i i, sw,ls.. , I ♦f a a.�a.�/ I .'e� t� a1JI�{(.u1' { � i �! _ � � :v'I•-' -�. .�_. .4114 414 6--------- - -I-Gp ------ -- 4 I- - ie i - ----------- - ^ l t •• _. o f.. 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I • .r�. ____� __._._._----Z• � __..._____ ---:�-�'--^- _--_- _ Q .:�•D �T E�tTeR�o2:��c�'i• 1a __..��.A'�' �d�2Jo2 �'(�. 2 F OY �+� P1+T @ it 4T�- ' rp ti v°$ drFe eew--z---•— -. ... WOOD 6"m '•\ C r I � b• 7ri1$• $ � 7f•�_ v 7rkf _ i IM8T97FS:B►6o0M4 .. il 00 fa �' �S G'cC CONL 13FiN� . ,,..• t 2xet2 -e?MD.,r�W � ''. � 0� Roe ^.NrJaCI'Ni�el � •�,.. 'r .p Ufa' oaa laa N GPiKP.RG�RSJ�hfatwb�rrx • .L��i��Mr(t��t wi � �� ; . I � �a WOAD 86M1► l�1-� ; I;SCL• l"i.AP1� G j ' --^-..... t�I� � _ o o � gIMP6ON1 GO�.NMN 4-V el G Capp 8eM1 bINAtGle1 �I� b :•#.x♦c MOOR vc ACC .. ! dra .be N � •tAC ti b!�' I►� � �'M-+�FSSIti�� - - woop POu r To SEAMXTAL j •t- cKl4 s ,,, EF�i� . -vip d v _, _._____ _ ____ -bTr+u7� _._.__ _ _ — (C1 e' WE2�'D EIaTII IAA 5 M,, a� PLANam . �"• .. � � .. IdI RWYR IR MMR�IO RRO Y ,Ih�2 mo _ v _.H941....A.. LE �4/0 - s KEY 42API.ri10 B C D E +oqr someone slaw a.(/g n.»nm MATERIAL IS 15132'PLY11D IS/32"PLYVD 15/32"PLYWD 15/32"PLYWO �" elaea om NO.OF PLIES 3 - A or 5 6 ar 5 i or 5 6 or 5 EDGE NAIL ad @ b^OC, ad!6"OC ad @]"OC 'IOd!]"OC IOd!2"OC - - - �1 �. �' 7 ad 104 BLOCIINCIL YES 12"1)G- Y�p 13"DC Yam@ II"OC YES 12"OC YEAS @ 12"OC @ 13laGKI�G� SILL PLATE lx ' 2x ]S 7S 7S PLTLD ISNDRY 71 1 21 ]x ]I ]S ! HALL BNDRT (2)1S Lx 6S 6S ax _ _ __ _-__ _ _ f SILL NAIL 16d @ 6"OC 16d @ 6"OC LAba1Z OC LAe Jo OC LAG a DC ANCHOR BOLT $ "@ 36"OC 5 @ 26"OC 5 8 @ 21"OC •^@ IV OC 5,•'."@ 16"OC (�e� FRAH'C ANCHOR A35 @ 26"OC A35 @ 16"OC A35 @ 12"OC A75 @ 16"OC A35 @ 12"a ALLOW LOAD 200 2 BS 315 +gC 650 - - - - P.mP. •i ��,I '(' d66 �� HOLD0UN AT XST48 M5T4R' Hsi 6d HST 60 X5T 60 I mvr Inrm..n. f/ b 1m a4• I EACH END Jwlenxmm9e In.-n+a a rzellm•lo• I I ll ObR.f n0ev ROLDOIIN 7'0 NuSA HDSA RD64 HD gA HB.Jo A I J awowl.aaa. e'c."a ill •b• FOUNDATION , x a nine axe+wart sq ROOF d PLOt1R PLYWOOD. LAYOUT 6 MAILING NOTES, I`I I 2•p. /Z.`�I �P' • All Panel.dB-packed with 2-inch nominal or wider freeing. Plywood Installed either borf.onallly or varttcally. 1 • while Plywood 1s:'applied on both faces of a wall and nail spacing is less than 6 inches on center on either aide, panel joints shell be offset to fall on different frontal...ben or[...i.g shall be 3-inch nominal or thicker and nails a each aide shelf be staggered. 1.MJ61apj*_ - • Eramin at ad otnin staggered g � g Panel edges sMll be nominal 7"or wider. Nails shall be atom r d 1n two Ilan j .long panel edges when all spacing is 2"o.e.or when IOd..-on..it.spaced 3"a...Penetrate lfasi.g more then I-5/8 • N.11.shall bo placed at least 3/e"fraa panel edge.and at least 1/4"from the edge of the connecting i ...bar for shears of 300 16/ft or less. -Ac ' a w4"" s � 6eLTs Ass ciFisa AT SILL PLATrS usi. 3/1s 9J TYPfcAL NI _ _ w ANCNop. PJoLTB •F Fb•ZIw` SI•V ALL,� � ASKat IyY9Y51A� hill Wliil 2xzx�j�' FLATg.0 VV ' ;Ca_L*'1"IyeZ'$eslgn StresserB C0nrJgc��- ME ARALLAAI• LE I N TRESSES: CAMBER TABLE PA"LLu9e PSL DEsieN STRESSEs (l00%Laid Duration) -.u.-.,n _ liDO%Imo D.-. Sneer e_dul.,N.I.WdW G.1225=pii pn]V A Snwr momriva NeWawy't I75,om ran Modulus of elasmiry E^IAsIV pd Inn MomN.edeuadaxy E 2ex b•pA - nemul was+ A ._I9Gd psi• FMuul xreaa fy.3MI0 N'VY �' 1' r"mpreurn perpwalwur b.gain Cgmprnsinn pvpadicYlw b grain IF Ir• p,nua m wbe uw a ponds f"� pW pnulkl m w(Qe face of swaMa from.650 pW'• JI, tanpmubn pvalin b grain M I. em pw Cwnp-"-pau0elb Vam IN"I9m p+W Jw Hmliomal skew pwpeMintlw Fbruwul eraser pnandil.W wary Jr 2' bwbe lava wands F .290pu b wide hu Nwarda F.w190 psi - Ai 6e V. nenwY I4 tlnJV lI din ! e6' 2w IIJ rm cl ienh depe,As eaten,mono,by�1J10.111 nl Tm t2 m deeeh fa when, kIPIY by d ,e III IralnW ml Mlrcrewed Md"rwien Nl•,d. ___-__._._ 41 r�J�Y no1�M Naeawa lmdumlbneJem0. 01150 psi bu Fmswn species vwNrm•Psl and ter fman+nd Wawa sp,al m rwA en•m. .� ma snan veep e5o pw ran new n?ad. , ALLOWABLE DESIGN PROPERTIES(100 Load Dura0o) ea Jw wraa.m•xt r pmdulea a a b n penwN mNwlm awlwc aapwaae wwa new awn a.I.maweumndawuadm pro- 2"As"2.0E PARALLAMe PSL Iq Ia°n" a,umw.liM li°ipawm'+Jm`",aa,aa pv IVV 2.DE PAJIALLAM•PSL General Notec ..... omen .mam mo un mmem wl ml n.waMdm :,,�+' .. OV1r ._ n��•, �„' .: �Y ...-• •6MEe sMwn rmaeme-wamse-omn ''ace ` j oE(1CX no ran - •`-•• fw fWnw ++W /i• u• pmmaW aaapetlOt6lb naem raerlrmmmndat , .I..P1 �.[ J Yw 9K'.., 1Yr raw :N•.. - .lemon-lnanmrrwarol e.amaeen s yemmllA laz)a a710 On, mas 9,,so ll,sm ai,nwmrle.bat isle 1n025 I1,em W.+OAss PARAslAMe PSL CoNNErnom - •aeamr wedlw.ma»mae«q aer net en ameema . •• �. ;1r1 1,71s l.ms I,mA a,T21 aarmai`,; IAOS IAJs s,e+sl]0 115 afro 1Jfl {JIs •Cwwiavaen beamalndu,welbex olraeaa ■vwwrm•vu rwnl m..mmwv,ne wlwmdrmal.m �YM+rMW Y _ ; eq,vaMlr•eut of Deugla nr own amnm n.SD-spcip[ NMpGaI ns 190 ate 9n� •M aaowa epmemaYee meb�w a"snr Nl M9- 115 i+} }IO 213 am Yw YM]eM eNa,s iedaWwpemwekuW-'see rRNwan.a MaYM • I"d{+1IWaH.N la {A f.s 10.0 Il.e IJAI .. I ex aatwwuiw wqn We adepl[0 node vi,iil"0W7L�Al� l,1 53 {1 a3 TJ Nada,emMed panlMbme wre ra Nanwa[pulbe spaetl j r m1.1 In emsI nan en<[ to-edamnua[xrnn on M Inn and JS• ns nape.and b Y,mr en<enta In . ad nn'1 wla 3Y]°2.0E PARALIAM•PSL SYI°2.0E PARALLAM•PSL daesn.,,nn,",.pmwd.dnn".mpe"md[I> aom„pn m m sD-.peon V,e[rl. D[vcNnwEnn. : w orslGrJ leorJnly rnenm p. am.e d sw 9w tiw raw w u• a far-raw raw m• Ir .. gewn min oWl ma�.,.mpa,.•em>°,:,wYmr lebid 19345 Ia935}9.033 m.im S].110 amnsr diww,�h..0a�13.115 I].0ss IaA-gWua,iw9gNNr(N!p(b4d.bMwe�d7Ya,Ai9.1�?�,1', I3Dm1.0I 00 119..NIms JIIOA.9SIJs I¢JbI6nnS we,sr B.!.a.l,�.;:�'-.;.- I'm 96s a2aIN ts n m t,91 Va. [N 311 n,Iaros 12A03s5 IaI-- .3 11A A1 .210 1{1..119m0 f ; ISJ ITS i9J H• s hy19.a- -J i!J lab 1e3 19.s 21.0 26.J 1��Gumral Asriwrlp0l.m for Non•Trc tad Panllam°PSL: nf 11'p.'77 2.0E PARALLAM•PSL .vu6aae Nl beuwepe bd andamaYI' V V w,merv,l..1"amao.alme. �'�pr�yiA�}?"y's�YrS�YKi� ;'osrN S-�'"' C4�� .awalwr 191nvw arc made wlwwx om6er Inem;em.ra amn - , pasleii77rpOI•FkTY i a'^"'al w Spi,�I Y era• ,dam wmNwre win do dnlaarn(u N We appl cable 6uiWin{c .-.. i�Y4_'v3t•I�'l.'i.,� may.arYl�,l� � �9tw� �cpnidar,dns suchaam{urm da�laaiw under wualr,ed � *.a""M:w'v�l•'In41 I=adA1]4]any 15.9a019.e05 sa31s b9.905 ].115 II �Mry�••°nd'^a owel-damagennwnnall and *Il 12.520 I2ass Is325 1a0>D 1e,914 I1;655 ISm •sow mendm duo yitlr in sbped Inn drainage or des,{wda ,,,n IM" NO Sm a]D 913 I,mO IJm J.am y Jpaq awd dMeurn w apzifiN m be mpl cad[r+d,na[06 l ,.i .JW maabea m+r he lwe p;4aNlwmaurei.]w.,:an ne. 7 ��'F...; J0.2 70.e ia.a ]69 ]O.a 3T.0 Nw ` sr•nnrneus maYMMes pace la:•,erw pktt lr.•.wb un: r 4 • IW.w a sb{le SW wims bew !`-"i„t``/w raemlwam,Ybn.o pl,w,,•awed prw piece lw.Ml. '-��._.....__.,�-:• Jw,m,.w1e r wNm sewn. ..sw w{•a e.ne Lye rlrtypg m.p�o-..e..�rLaNleei^nJ..... d✓E2�� EI�'(lr�i �2EI� CIBB .�545 hN�-A2ih��1fL I'oI.,ID- 1��Po(Z"( P�G�-a ula ,�- -oi g l<I jG "eGn0a',adYn mencesn's a~,e maw am.n a� M sJ llll4q� j • {pIGM. � s d�A&,Km 4,va ' •�eWlof4�l>� ' f ,CA /sL 'F -1--1 o # 1 `6 i fl �fi :Si 11 �i Lei: i r r �r �r t 1---------------1^-------9a--W-- --------+----_-_------_-1---1---; .� ►a-o_-4------- 30-V-- ---------------20':9=----- • I I nt --------- ZT ' ' I I 1 `A;�--r--- ,---- ----0__ _____ ---- 19 MECHANICAL S CHEDULE bI i i I bI WATER NEATER. QUICK RECOVERY SYSTEM -- I I FORCED AIR UNIT MAXIMUM BONNET CAPACITY ---- --- - ' 1 # '-i D 0 2X4 TROFFER LITE SET WO SUSPENDED CEILING W 4-FLUOR. TUBES PER FIXTURE (B}-i-i---i --- _ ---• - � i •'' # SUPPLY UPY AIR DISTRIBUTION RE DW DIRECTIONAL ARROW ' THERMOSTAT BY MO OR EQurVALENT 1 ; 0 CEILING :TY A FLUUSSH MODUNTED AIR—REGISTER) AIR RETURN DUCT CEILING TYPE FLUSH MOUNTED AIR SUPPLY DUCT AND REGISTER FLOOR TYPE AIR SUPPLY REGISTER I i CEILING MOUNTEQ EXHAUST AIR FAN (NOTE: MIN. Of 5 AIR CHANGES 173MMAIM AND 0 1 � PER HOUR REQUIRED FOR BATHROOMS bi bi 1 ' AREA 1 t 1 i SMOKE DEFECTOR AND ALARM ON ELECTRIC CIRCUIT BATTERY BACK-UP �jl Al I ' I i � i :i • I I 1 ELECTRICAL SCHEDULE u�Uuup 1 ayll.r vo.ar.owaa.aa-oao®�.Mara ••1.y 1r! o-C'• rawmcea uaa 1 I I I j I I 1 woa ii�*ae'•wv t�tw+•wia ae�.a" �— •w-Maar moms sow-au am= ® an.lw w:a iwc wr-wwww N wr WK . I I I 1 � I .1 � �awaM wear M ar[ago r-�corset -10 ' ' �, b I 1 wwtwt'oata wwtn �. •vs iw n®aaa are o00 j,.Y•-••••- 1 [71 on 1 �I ' I I •1 5'-0•' 1 25-0_-------+- ' `------------1 za-a ' ml ' 2o-a -----+- to-o--- Y---y---T---------- --- - -------------- --------T_-_...----- ---T--_ --_ J` J J, �J•I 7 i �3 CBB 454s Ile-As?-We ✓v. Illr�ro _mad I/8 =I- gGti1 i f ;v Le44 44 lTt 4 1 A4W GA-4iiK ; Jllk'fZA-'i'arl- I♦�EL- Sty.3.5'�'__. ;I I 1 I 1 ' � I i - - I r;'HI'XA.. � s I AI • J,.. R8'11't.l CFNFRAI B 111 nIN(I CPPSIPICATIONC "' 1 ':P Vla CONCRCTAT SCOPE: � JL IRON.STRUCTURAL AND ORNAMCH'fAL1 " 1' 1[1.5 NADJNO fiCHLDUIi WtW C1:T10F4S; t l Xld JOUST iAAee1NG; I L A.ALL WORK AUTHORIZED BY THE APPROVED CONSTRU&C)N'ANU SPECIFICATION 1. FINISH GRADING UNDER ALL OONCI MS SLABS. A:SCOPE;FURNISH ALL METAL SUPPORT,ANGLES.PLATES,ATTALTIEIIT DOLTS, A. REARING AT BN. O EACH JOSH 3119LL NOT BE LESS THAN-11d INCHES(RI A C IDISYTIOSILLPE REAL'GI DERSAL?K y:J/1Mi ... M7CHMIF.NTSSIINJ.C(/MA:Y Wn71 TIE LATEST APP.ICABI.E 0.1!q)IRFMP.NTS(1F 2 CONSIAIIFTION tR°AIL FXMMS F(1R CONCRETE.WORK. I-AG UOLTS.GATES.RAIIAHO8.W811ING6,SHOP FRAMING AND ANODIZING. wMXD OR MIRAI,NON LRSS TIANMINflES(N MASONRY 1 HOST TO SILL PLATY OR GBLDPRSB {TpENNLJ .7•WNNLS. 771E 1'I'I'1'WI'17IJUNISUIC't'IONUVERTHIi IRU1L't-1'AS WEI.L`ASITHIi IVW EUI'1'1(XN 3, t'VHNISIBN(i ANDPLACING IN'LONCRETH PXI MASS,NRNFTNIC'IiU R'UNC'REIL' INCLUDH INSTALLATION AS REQUIRDI TO C(A1IMETE WORK.MAY RPRUIM tl. AG(H'A/hTi;'101S13 SIULL BE SUPPORTFD LATERNLY AT THEENOS OF EACH. ]fWD(iING TO JMST,TOEIiALL'W 1]�D ....... ....3-BOP." OF 171E UNIFORIM BUILDING CODE N.B.C).THE 19%EDITION OF THE NATIONAL ' AND CONCRETE SLABS.INFERIOR AND EXTERIOR INTEGRATION WITH OTHER CONSTRUCTION DISCIPL04ES AND SMODINTRACM115. OF THE TIST ARE BLOCKING HTO EADER.WAL BANKJOIST ORF EXCEPT WHERE N ENI14 tll LC7 .�E NAB•A....... ......2-fa NABS.3.I X 6 RICO SUBPLOOR LMss TO ElL ELECTRIC ANDPLUTMEING CODES;ALL LOCAL BUILDING CODES,STATE AND C FURNISHING AND PLACING OF ALL REINFORCING STEEL,MESH,METAL INSERTS, W ALL BLOCKING AS REQUIRED TO RECEIVE IRON ATTACIIENIS SHALL BE IRO OF THE JOSH ARE NALLFD 70 A HEADER BANK OR RIM JUST OR 70 AN I FEDERAL MANDATED CODES.THE CALtFORMA ENERGY LYXAMISSION AS WELL ' DOWELS,BOLTS,CLAMPS,TIES,EXPANSION ADAM ETC.SEE FOUNDATION AND VIDF.D FOR UNDER ROf/G)f GRPEVIR)%MMJNO. ADJOINING STUD OR BY SOME OTHER APPROVED MEANS.NOTE THAT SOLD IIL8 NADD4G SCR[DUIi Pot IVOIOD PtAAI[D CONN[CTIONSN AS ALL HANDICAPPED CODES UNDER TITHE N, STRUCNRAL DRAWINGS POR ALL SPECIAL CONDRIONSI C. WELDS SHALL BE GROUND SMOOTH.ALL WELD SPLATTER REMOVED.ALL. BLOCKING SHALL NOT BE LESS THAN 2INC ES.NOMINAL AND THE FULL DEPTH REQUIRED WELDING SHALL IXXAPLY WITNTE GENERAL SPECIFICATIONS OF THE OFTHE LOST.SECTOR D76.1.132b,U 1lD.0 1994. A CONNECTOR'TYPE-RL'Qf11RFhADAJM2°V1:144JUNG P. ?F.EMITS:THE GENT.RAL BUILDING PERMIT AND PLAN CHECK FEE SHALL BE VA. COfNCRCTC:MATEWALS AMERICdN WELDING SOC16T7 C. NOPC)IESANDNOJE9;PER JIBS:199/SL•CnONS 2326.1•2326.13 @ 3306.1•2306.fi I.JOIST IN SGL PLATE TOENAIL END, __.LL) ..................3-tlO NAI S, PAID FOR BCrATIVEY TFE OWNER A^D ISSUED TO7HE OWNER OR 77E OWNER'S REPRE• - E. MATERIALS;SEE DRAWINGS FOR SIZEN,MATERIALS AND ATTACH RENT REQUIRE- D. LAP&JOISTS FIAbENG FROM OPPOSITE SD&S OF A BEAM:GIRDER OR PART- 2.BRIDGING TO JOIST.iDENALL EACH END.... ............2. NABS. SE DFORB-SUCH AS THE CONTRACTOR ALL OTHER$PECTIC PERMITS REQUIRED 1. FOR MINIMA•M CONCRETE MIX USE NO L855 THAN FIVE(S)bAIX50F CEMENT MEANS.FABRiCANT SHALL P0.0VIpP.SHOP DRAWINGS FOR S7AIt AND ALL IT/ON SHALL BE LAPPED AT LEAST4 DITTOS OR THE ORb51NC 101S7S SHALL 11E ].1%61NCH SUBFL65 OItIESS IO PA AST(FACE HALL).,, .. .3-W NAILS. SHALL BE SECUREDANECONTRR BY THE GENERN.COMRAC7'OR OR SUB- PER CUBIC YARD IYU-3)OF CONCRETE.DO NOT ADD MORE THAN 7.3 GALLONS EXPOSED WORK FOR APPROVAL BY GINNER AND ARCHITECT MDR TO COM• TIED TOGL'TER IN AN APPROVED MANNER SUCH AS STEEIN STRAPPING. J.WIUER TITANI JSTUBFLR TO EA)OIST{FACE NAU,) ... ,.J-&I MARS. CONTRACTORS RESFAN PAP FOR THE WORK APPROVED. R - OF CLEAN WATER PER 95 LD SACK OF CEMENT THE MAXIMUM PERMSSRHE MINCING WITH ANY WORK. BUILT-UP BEAMS.GUIDERS ETC,CONSISTMG OF 3 OR MOPE JOISTS,SHALL S.2;IX.SU AFLR TO OR OR GIRDER(BLIND @ FACE NAILF............ -.2-16d NABS G M$fAE7U�l MGS AS WELL AS GAT _S,PROTECTIVE GUARD AND BE INTERCONNECTED USING MM.Ip INCH DIAN TIER MACHINE BOLTS AT 19 M. 6.SOLEISBLPIAIY TD JOIST DWCL .... NOSUBSTI7UIlONS SHALL BE MADE WITH SLUM1P SHALL NOT EXCEED 5 INCHES. P. ORNANJEMALIRON;STNR LL A GATT ',OR �'j;(FAC..h-- - ...Ad(�,16"TIC C. SLIISilrlmnnc OUITMEOWNER'S- SHALL BE AS SINOWN ON THE DRAWIN(SS. ONCBNTERUSTAGGER BEAM ED,USECWO BOLES,IN.AND BOTTOMMATTACH END OF 7 TOP PLATE TO SNp(LEW NA0.MGy '�_. .. APPROVAL - I " 2. ALL CONCRETE SHALL OBTAIN A MINMUM COMPRESSIVE STRENGTH OF 2000 ANY DUET-UP BEAM AND LOCATE.ONE V2 M.DIAMETER MR WITH-M li NCLES 5.STUD TO SDJJ SOLE P A1E(FND NAILBJGI 2 16d NAILS PSI AFTER 28 DAYS OF CURING. -' ON EITHER SIDE OF A POINT WHERE SUCH BEAM IS SUBJECT TO A LARGE CON- _ _,_ ' " 1. S7RULTURAL S'1'EuL@IvUSCEU.ANEOUS RON TO COMPLY W/AS.T.M A-]6 CENTNA'11UWAD. (TIDE NAILING), 48d NABS p, CHnunF37HE OWNER MAY ORDER Ex IRA WORK OR MAKE CHANGES BY ALTER- 3, CONCRETE COVER TO REUNPJBCOvffM STEEL BHALL BE AS IY)LLONB: .AILING) .. .I6d�43J'OC. LNG,ADDING TO,OR DEDUCTING FROM THE WORK TQ BE DONE:THE CONTRACT SUM 2. DOLTS,NUTS AND SCREWS SHALL COMPLY W/AS.TM A-307,GRADE A. L. !RAN//ING ANCHORS'1gST5 FRAMING ARM THE SIDE OF A WOOD SUPPORTING "NI i BEING ADJUSTED ACCORDINGLY. L IF CONCRETE IS POURED AGAINST EARTH....................3 INCHES 3. WELDING RODS SH ALL CONFORM'TOAW.S FOR INTENDED USE, . MEMBER SHAD.BE SUPPORTED.BY NO LESS THAN FRAMING ANCHORS ON EACH 11�LAB L�T/FACE NAW sli,A .,.. 26 IW 16.00, 9.DOUBLES .(FACE N "1 b. IF CONCRETE IS EXPOSED TO EARTH BUT POURED 4. STEEL PATES SHALL CONFORM TO A.S.TM A-293,ORADEA. SIDE OR ON LFDGFR STRIPS NO LESS THAN 2INCHffS BY 2INCtES.(MINIMUM). INJFRSECTONS(M IJL HALING) .. .b 1bd NAD.S. 3, STEEL TUBING SHALL CONFORM TO AS T.M A-501. F. FRAMING AROUND OPENINGS TRIMMER AND HEADER JOISTS WHEN FRAMED .13.CONTINUOUS FADER IN TWO PEAC ES,(MULTI JXST BEAM). .;6a v�:6'OC/ S, CI rIT,NC ANn PATCHINCr ALL TRADES SFIAILOOTHEIR CIf(TING,FFITING, AGAINST FORMS-. ..................................................21NC}IGS I).GELLING 1015T51O PATE;(IOENALL3 ,..........4•Sd NAILS. MOUND OPENINGS SHALL BE DOUBLED OR OF LUMBER WITH EQUAL OR GREAT• � (END�XIL)1 ,,,,,--.6.106 NAILS PATCHING ETC.TO MATE THE VARIOUS/SEVERAL PARTS COME TOGETHER PROPER' C. SLABS POURED ON GRADE............... ..............................�CENTER OF SLAB ER CROSS•SEC ZONAL AREA WHEN THE SPAN OF THE HEADER EXCEEDS FOUR(4) 15.CONTINUOUS,OADERTO LY AND FIT TO RECEIVE OR BE RECEIVED BY THE WORK OF CONTINGENT TRADES. d. MAIN STL BARS IN BEAMS AND COLUMNS.....................2 NICHES ALL FRAMING; 17.GELLING JOIST, FEET.THE OF HEADER JOISTS 6 FEET OR LONGER SHALL BE SUPPORTED NY (LAPS OV€R PAR71T{ON.e'x NAE,)......_........Y i6d NAGS. F. SCOPE_ALL TRADES SHALL FI/RN;SH REQUIRED LABOR EQUIPMENT AND 4. ALL STEEL REINFORCING IN FOOTINGS,BEAMS.ETC WNOTO711F.RWISE A SCOPE;LAYING OUT OF WORK,THE BUILDING OFIHE ROUGH STRUCTURAL FRAMES FRAMING ANCHORS OR APPROVED IOIST HANGERS UNLESS BEARING ON A BEhK 16.CELLNGRNST TO PARALLEL RAFI80.S(FACE NIL)............. ..3.16d NABS. :. MA'1'ENIAL(Si AND PERFORM ALL WORK NECGSSARV,INDICATED OR nFscnunpLv SPECIFIED ON THE PLANS AND REQUIRED TO BE CONTINUOUS SHALL HE SHEATBNQ SDBVG,SFII1M PANEL$ETC.PlINMSH AND INSTALL ALL ROUGHHARD- PMTTION OR WALL.TNL JOIST9 OVCR 12 FEET IN SPAN SHALL BE SUPPORTER )N)TERIA OR REQUIRED BYALL WORK LE NECESSARY. .HADIC HIEDTE OR SCOPE AI INPFA AT ALL BREAKS OR AND REQ IR MINIMUM CON BNUOU SHALLa3rA DISTANCE WARE,ANCHOR DOLTS,BOLTS.NAILS.SCREWS.STRAPS.SPECIAL STRUCTURAL ON FARADERS WITH FRAMING ANCHORS OR BY LEDGER STRIPS NO LESS MAN II.AINCH TO TOP IAGON(TOO EAC T..}'. :..7•Bd NAL. WORK FOR A COMPLETE,THOROUGH AND PROPERLY FINISHED JOB. OR 24 INCHES,WMUEVER IS 711E GREATER THE LAPPED STEEL SECTION SHALL CONNECTORS.ANCHORS,HOLDOWNS ETC.AS WELL AS FINISH HARDWARES.. . 2 INC]IES BY 2 NICHES. IV.1)RCN BAALTS G Olt LESS TO EACH BkITYD AND PLATES. .:1•M NA:S. - ALSO BE TIED USING Y7 CALV.51EEL WIRH. INSTALL AIL INTERIOR AND EXTERIOR STANDING AND RUNNING TRIM.SHELVING. G. JOFS7SSUPP(ART/ING AFAR/NG P.4RT?!ON&UNLESS OTHffRWISE NOTED.AS A MN• 19:i'X 8 SIffA7HING ON lES3 TO EACH BMJVI(IVG WALI•;(FACEJ .2.0d NABS G.C FA,N.IJL:.ALL TRADES SHALL AT ALL TINES KEEP 714E WORK PREMISES FREE BOARDING AND ALL BUILDING SPECIALTIES.INSTALL 0.I SILL PANS,ALL ROUGH I.O1M,PROVIDE DOUBLE LOST UNDER PARALLEL PARTITION WALLS 10,WIDER THAN H%8 5)ffJ.TIj j , ERG WALL(FACE NAE) .7•Bd MASS FROM THE ACCUMULATION OP WASTE MATERIALS AND WARREN AS MAY BE A RE- 5. ALL REINFORCING STEEL,DOWELS,ANCHOR BOLTS,HOLDOWKS,COLUMN BASE BACKING FOR FINISH ATTACHMENIS:VND FINISH MA7EAAL5.INSTALL ALL XLe ROOF AND CEILING FTIAMNO; A 4 J( 4N ! SULT OF THE}R WORK ON THE PROJECT. - HARDWARE AND SfntiILAR NSFR7ED HARDWARE SHALL BE 9EC11RFD INTO ALUMINIUM SLIDING DOORS AND ALUMINIUM SLIDING WINDOWS.OWNER SHALT• A 'RAFTER AND CEILING JO/Sf FRAM/.VG.SHALT.BE FRAMED DIRECTLY OPPOSITE 22.BUILT•UP CORNER ANDB:(FACENAB$F(p) .,.., 16d.334.OC HARDWN PRIOR TO POURING ANY CONCRETE. PURCHASE FINISH HARDWARE WITH INSTALLATION BY THE CONTRACTOR. 10 EACH OTHER At THE RIDGE.RIDGE BOARDS SHALL BE 2 INCHES NOMINAL N 22.BUST UP GI1DFIt5 AND BEAMS gI.FJ} :.... ...,.30d,3�24-OC. N_ TEu6n0ARY TOB.ET FAfU mcc•THE GENERAL CONTRACTOR SHALL PROVIDE WIDTH AND 3 INCHES DEEPER THAN THE ADJOINING RAF7`FAS Oil CEILING f0157. 2W w 2J-.00.TOP @BOTTOM()WHIN F r3o6 NABS^g EACH END OR SPLICE TENDORARY TOILET FACILITIES FOR ALL TRADES WITH-IN 100 FEET OF THE PROJECT 6, ALL RETAINING WAILS WITH SLAB TIES AT TIE TOP SHALLR' NSINORED RGRADING:AIL STRUCT)RAL LUhIDE0.SHALL 8E OO11fr ecFBL r'nofu po crSi mJ (UNLESS SPECIFIED IN THE STAUCIVRAL DRAWINGS)AT ALL VALLEY AND IBIS 24.PARU 7ESSOAI.NKSiWALL (E NAE) 16.//3 H ...1-16d.'g E87 SITE THROUGHOUT THE DURATION OF THE PROJECT UNTIL COMPLETION OF SAME. UNTIL THE UPPER SLAB IS POURED AND REACHES DESIGN STRENGTH.(AIN. 23:PARTlC34 DICHT WALL SH�ATFB4G ,WOOD.....ENG UNLESS NOTED OTHERWISE AND 6HA'l CONFORM 7077E GRADING RULEB OF THERE SINLI.BE A SINGLE VALLEY OR HRP BP.AM NO LESS THAN 2INCHIFS MOM) 28 DAYS AFTER POURING OR WHEN DEIFLPAUNEI3TEWGH APPROVED TESTING. TIES WESTFRNWOOOPAODUCT SASS0C44TIGN IN THICKNESS AND NOT LESS IN DEPTH-THAN THE CUT ENDS OF THE RAFTERS �b FOR a FOR 3A NCH TO 314 In QNCH uTD ..�...........6d rg?6 LV.00 L INTSAVnit;vr•1c'THE CONTRACTOR SHALLBERESPONSBLE FOR THE AG __�. PLYROOB NUFFOORS, NPANDWSS}. ... ,84,MIG. 1 1, 2 X RAPIERS AND 7 X FLOOR/GIST,LIiPPAL NOBABER..DF PI LARCRASOUTH TAFM 7(T3. 27.1PLIR(X7D;SlRF1AlOP5,ROOF ARID WALL 51@.ATIE4G TO WOOD FRAMING. CURACY OF THE BUILDING LINES AND LEVELS,THE CONTRACTOR SHALL CARP, 7. CONTINUOUS INSPECTION SHALL BE REQUIRED FOR ALL CONCRETE REQUIRED 2. 4 X BEAMS,POSTS.READERS,STRUCNRAL Fff1.BD15.DF NI LARCWS(WIN B. RAFTER TES SHALL BE NAILED TOAIRINGADJACENT CEILING N SUCH TO JOISTS IES)ARE Aid NLI:V COMPARE THE LINTS AND LEVELS SHOWN ON THE DRAWINGS WITH THE. 70 EXCEED t000 ESP;F'c>2000 P51. ). bT1RU 11%9TRUClVRAL BEEAMS.STRONGBACKS MC.DP FI LAR(WSOUTH MUWS TIE DE'TVEEN IR7GRIOR BEARING WALLS WHEN SUCH HOISTS f17F_S)APE R.FOR 1/2 FOR IB INCHMAcKPLYv(D ...M(96IROC. EXISTING LINES AND LEV0.5 FOR THE LOCATION AND CONSTRUCTION OF THE A. WOOD STUDS; PARALLEL TOTE RAFTERS.WHERE RAPIERS ARE NOT PARALLEL,THEY SNAIL d FOR M MR 1.I I CH TO)l4 INCH TUCK PLW.,OOD _ .. 6 M.00. PROJECT.(WORK)AND SHALL REPORT ANY AND AL DISCREPANCIES TO THE 8. UNLESS OTHERWISE SPECIFIED ALL SILL PLATES IN CON'ACT WITH CONCRETE. a BEARING STUDS UP TO 10 FWr _..... .. .!X 4 GRADE STUD. HE TIED TO 1 X 4(MIN)SIZED CROSS TES.RAFTER TES SHALT.NOT EXCEED A '.Hv.. MC7HT1'ECf PRIOR TO lR(X:EFDMG WITH FURTHER WORK F00.PROMPT'RESOI.II7TON. CONCRETE OR MASONRY BLOCK SHALT.BE AS FO.WWS; b BEARING FROM HOTO 16 FEET .. ............. . ...2X6 DFF20RBerMk INCHES,(FOUR FEET)ON CENTER 26.PA.VEC SIDI(I.TO FX PLYWOOD ..I.NI.,N ._..Old'Ud TACTIC b. c BEARING FROM 16 TO 20 FEET .. . .2 X 8 DP 82 OR BETTER C. PURUN.S':TO SUPPORT 0.00E WADS MAYBE INSTALLED TO REDUCE RAFTER SIDING TO ARN,(S.V'G J. ON SITE V.R'�FlfATID"F ALL DIMENSIONS AND CONDITIONS SHALL BE THE e. ALL BOLTS SHALL EXTEND A MINIMUM OF 9.3 INCHES INTO THE FIRST d NON BEARING TO IO FEET'HEIGHT.. ...... ......2X4 CONSIR'NGRADE CLEAR SPANS W111BN ALLOWABLE LIMITS AND SHALT-BE SUPPORTED BY STRVIS- ..FOR UJ INCH OR MOREIT8ICIGSM$_y^ - ...........6d Y�y-6"IN OC, RESPONSIBILITY OF THE GENERAL CONTRACTOR M7)H[5 SMB{ONnACi'ORS. CONCRETE POU0. e. NON HEARING WITH H>10 FT,<I4 F1' ..7.X 4 GRADE STUD TO DESIGNATED BEARJNG WALLS.THE MAXIMUM CLEAR SPAN OF A 2 X I INCH J6 FOR SB INCH EA MORE IN THICXNESSy ........ra(j 6-IN OC. NOTED DIMENSIONS SHALT.ALWAYS TAKE PRECEDENCE OVER SCALE.EACH CON- b. PROVIDE A MINIMUM OF TWO ANCHOR BOLTS PER 5 FT SECTION OF WOOD 10.SILL PLATES,PRESSURE TREATED... ..........................� TIE,CONSTRUCTION ORD SHAPURLL IS LIMIFOUTEEET SIX THE MAXIMUM CLEAR SPIN OF A 3 X M INN PIJNSI 17.FIBFJI 112INC/IFATN/AG } I.".J I TRACTOR OR SUB-CONIRACTDR SHALL REPORT ANY CONDTTON WMCR PREVENTS SiLL PLATE.IE 1 AB q 48ICES OC,MAX,AND LO CATB ONE ANCHOR I1.BLOCKING,TOP AND BOTTOM PLATIS..,. .... DF,CONSTRUCTION ORD SHALL RE LIMITED TO E RAFTER IV),BEING SMNO.LASE NO S N TIE MARLIN SIZE BE a FOR In INCH. .. 5 „DVR, - .........NOR GA e THE PROPER EXECUTION OF THEIR WORK 10171E SUPERINTENDENT. BOLT WORM 12 INCHES OF ANY END IN SILL PLATE, 12. REFERTOTABLES W THE 1994 UNIFORMBUI(DING LESS THAN THATOFTTEER.STRBERGBERSSHAL NOSTRUTED I FEET EIN .133 )' t I.. ..__. IJA6.G GAS THANA2X4NCHMEAEFASTROT MEATIER$SHALL NOT FR(('FFDBFFEfIN 2<b FOR 23/Jl04CffSa LY�J)1 ._._._.NO416.GA9 -I:, a FOR MIERIOR.NOW SHEARING WALLS,ANCHOR BOLTS MAY BE SIIBSTI'FUIED (:ODEF'OR WORKING DESIGN VARIES REGAINING THE STRUCTURAL Mff-JrB3ER3 ...:... N.. M Sd @A 3-OC K. n ?trSA r•N CI ANn ARnrFrr ctrvERINTFNnEP� cuAr r.BE NOTFED II- WITH SHOT PINS OF Y.INCH DIAMETER 3.3 INCHES IN LENGTH SPACED 24 USED NTE DESIGN OFTHE PRUJF.(.T.REFER TO TABLE 23-R-3 OF THE OA:C CLEAR SPAN/IENG7N AND SHALL NOT BE LESS THAN 45 DECREES FROM HOR- ..... .._..........".... MEDIATELY'BY C01511LACTOR OR SUB-CONTLACTOR SHOULD ANY DISCREPANCY ON CENTER.THESE PINS SHALL BE POWER DRIVEN,RAN1aEr SHIN tlH E(EIIAL. FOR THE SITE,HEIGHT AND SPACINK:OF WOOD STUIES: UOOTA-• I+I/,4'J ApLOR OTHER QUESTION ARISE PERTAINING TO THE WORKING DRAWINGS OR BUILDING INSTALLED PER I.C.B.O REPORT NO.1619 D. ERALLWG; RAFTERS MORE THAN 5 SUPPORT N DEPTH SHALL KI SUPPORTED EAT- I.AMJJS TYPE MDSJZER£QULtPD N , SPECIFICATIONS,, B. STUDS,ADAM.RAFTERS,FOUNDATION PLATES.E.SILL PITIES,TOP PLATES. THAN 2 TAT THE ENDS AND AT EACH SUPPORT BY SOLD BLOCKING NOT IFS$ 9. HARD ROCK AGGREGATES SHALL CONFORM TO AS.T M C-33 THER MAXIMUM STRUCTURAL PLANKING 2 INCH OR MIRE N DEPTH.BEAMS.GILDER&HEADERS THAN 2 INCFIS M THICKNESS AND THE FAIL DEPTH OF THE RAFTER UNLESS I.ALLOA IL U BOXWITH NAPS MAY RE USED WALL NAILING WHERE OTHERWISE BEErI STATED L SlIDCO.`IIBACNBS`SHALL INSURE THAT ALL WORK PERFORMED IS DONE INA SIZE SHALL BE I.SMC/ES FOR USE N FOOTINGS,CAS50615 AND GRADE BEAMS SnIINGP-R.S.RMONGBACKS.RIDGE AND IOU BEMIS.P05M STRUCTURAL SIEATF NAILED TO AHI:ADFA BAND OR RIM%XSTOR TD AN ADJXNRNG STUD AND AS 1,ALL NABS USED WITH RECuVID 7037iFAR WALL RARING 511AlL BE FtpffAed OR PROFESSIONAL WORKMANLIKE MANNER BY WALLED MECHANICS AND SHALL AND 10 JNCIES FOR ALL OTHER USES, ING AND 61MAIAR WAD BEARING OR FESISTNO 11EMBPAS SNAIL BE OF NO LESS IiE(2URf.D BY SEC11(N TXHb 1I n C 19W. RASPIER$,CEILING LOST AND i1J]OII W 6 _"a FOR 9"WALL EDGE FORD,@ M NARR�G REQUEIU- REPIACE ANY MATERIALS OR ITEMS DAMAGED BY THE SUB{ONTIACITNR'S PER• THAN THE M I NDAl1M GRADES SET FORM M THE UNIFOW aVfLDING COIF_AM HOISTS WHEN STRUCTURAL AND G 12 FEET BETWEEN SUPPORTS SHALL MINA REFER T07M SHEAR WALL SCRDDIRE FORMING$!,SURI'ON RACl'ORS AND SUPPLIERS ARE HEREBY NOTIFIED THAT THEY A&CEMENT SHALL COWCOM TO KS MIA C-I%,TYPE II. .. EDITION AND THE CURRENT STRUCTURAL ENGINEER'S CALCULATIONS AND RE BLOC7(FD AT 1.11(>S•AN IN w MANNER IDENTICAL TO FDGFf @Al el.000D4O ARE TO CONFER AND COOPERATE FULLY WITH EACH TITER DURING THE COARSE PANS. 1.ON ALL EDIAPHRAGM A T ALL PANEL UNLESS 2 ANC WISE NSPECIFIEDN USE NNLS AT 6IX. 0 OF CONSTRUCTION AS CONCERNS THE EXACT EXTENT AND OVERLAP OF EACH LILT A110►AND B1.00R 68G1LINC ALQNIRYCNTB; ON CENTER AT ALL PANEL EDGES AND 12 INCHES ON CENTER ORES FO LING R SUES-CONTRACTOR'S WORK WITH THE FNTIEN'TO SUCCESSFULLY COMPETE 71E VI.CONCRETE:REINFORCING STEEL C. ALL EXF0SED BEAMS 4 X AND GREAT At SHALL BE F.O.AS C BNFFRA®IA7E SUPPORTS,AID INCHES AT INIEJUffD1ATE SUPPORTS FOR FL000.51. PI(EUIITOU ALL WORK.. D. SIZES AS NOTED AND REFERENCED APE NOMINAL SITE,SEE PANS FOR NET SIZE A PlLNFTN 1):SHALL BE STAMPED BY THE AMERICAN PLYWOOD ASSOCIATION EXCEPT 6 DXWS 0 C.AT ALL SUPPORTS WHERE SPANS EQUAL OR EXCEED JB 1. REINFORCING STEEL SHALL BE ONLY NEW STOCK CONSISTING OF DEFORMED WHEN 50 SPECIFIED. AND SHALL CONFORM IV 1 a PRM ICT STANDARD P S 1-N WITH EXTIHITOR R INCHES, FOR NAILING OF PLYWOOD DIAPHRAGMS AND SHEAR WALLS ALSO U. STRUCTURAL.ENGINEERING. BARS_CONFORMING TO AST.M AEIS XLb FRAMING MATERIALS: GLUE. REFER TO L'.AC/A{SEITIOV' IJ 4J NAILS FOR W'AI.SHEATHING MAY HE ¢.-NO i PARS AND aNLAI.'vR. .................GRADE 40 COMMMON.BOX OR CASING NAILS CONFORMING TO THE REQUIREMENTS OF A REFER TO CURRENT CALCULATIONS FOR ANY QUESTION REGARDING CAREER b. NO,3 OAKS AND LARGER........................ . ..ITADE 60 A S!L PLAITS;SHALL BE WOIMINIIPD OR PRESSURE A BOATED AGAINST MOISTURE 1,ALL ROO'SHEATHING SHALL BE M INIMIUM 1/2 INCH THICK CA)S71L I PLYWOOD L R.C'1994.SECTION2516 DU 1 ' GRADES USED,FRAMING MEMBER SIZES. R A Y QUES ION ALGARDI G LAMBS. PILL PL TTDN.FOUNDATION GRADE FE'DWOOD MAY ALSO BE USED. wm1 EXTERIOR GLUE,PANEL INDEX REFERENCE NUMBER 24M OR 32H6 WITH I ! FOUNDATION ANDAIMING PAD M MERE WEIR.AS SHEAR RESISTINGREQUIREMENTS.CATION 1. ALL BARS SHALL BE FREE OF LOOSE AND Fl.ACKY RUST PARTICLES,DISEASE B. HOPIZONTAL FRAWA'G;DOUGLAS FIR I''E.Fl LARCH TO BE USED THROUGHOUT VN BOUNDARY,EDGE AND FIELD NAEMC AS SPECD'ED ON THE WORKDJG DRAW- 4,ROORI.V'G..VAIL5'.USE CORROSION RESISTANT ROOFING NAILS WITH 7/I6 INCH OIL AND OTHER MATERIALS SUCHAS MAY IMPAROR(MIERWISEAFFECT OTHERWISE SPECIFIED BY THE STRUCTURAL ENGINEER SET ALL HORIZONTAL MGS.EDGES SHALL BE IINBWCKEDINIESS OTHERWISE$PECIFlED. .DIAMETER HEAD AND 15 INCH LENGTH FOR 1121NCH SHEATHING AND 171 INCH e.Hn DEVIATIONS FROM END•STRUCTURAL DETAILS SIA1.L BE MADE W IT3OfT BONDING CHAIIACTER15TL5. ME WITH THE CROWN SIDE US. 2,FLOOR SBATBNG SHALT.BB A MINIMUM MR INCH THICK T@ G cT IR^13L �LENGTH FOR 25D3 INCH SHEATHING.CONFORMING TOSEC77ONlJ1J 0)I. THE WRITTEN CONSENT OF THE PERFORMING STRUCTURAL.ENGINEER(S).APPROVAL ,,, 3, ALL BENDS SHALL BE COLD. C. PERTICAL FRMONG;USE DOUGLAS MR LARCH,(OF LARCHIL .(STUDD I FLOOR TM.)ORC4X)QP.YWOOD ALSOT@G.(P.)1+J]/IbJ,EDGE NAZI. - - E,.i,;;.•,:rv,.� FOR DEVIATYDN$FROM THE STRUCTURAL PLANS.SPECIFLCA'CIOFNS OR DETAILS IF 4, ALL BEND SHALL WIRE MESH SHALL CONFORM TO AS.1.M A-INS D.PLYWOOD DMPHRAGM$SEP,STRUCTURAL NOTES PMPLYWOOD TY➢E,THICKNESS MQ BOUNDARY AND FEND NAILING PER STRIJMRAL SPECIFICATIONS/PLANS S.STAPLES.USE CORROSION RESISTANT STAMPS WITH NOMINAL 7116 INCH CROWN AUTHORIZED BY THE CITY)INSPECTOR AL PLANS. CON5TIT ATE AUTHORITY IL DE- REQU MD BOUNDARY,EDGE AND FIE.D NAILING,TYPE OF NAILS USED,CON- ALL EDGES UNBLOCKED UNLESS OTHERWISE SPECIFIED. AND 1.125 INCH LENGTH FOR U!INCH TRICK SHEATHING AND 1.5 INCH LENGTH I VIATE FROM THE STRUCTURAL PLANS.CALCULATIONS.SPECIFICATIONS OR _ Vlll STRUCTURAL STEEL; NECTORS REQUIRED AGAINST UPLIFT,HORIZONTAL SHEAR RESISTANCE STRAF• 3,PLYWOOD AT EXPOSED EAVES SHALL BE EXTERIOR GRADE PLYWOOD. . DETAL51, PING,ETC,REFER TO STRUCTUAL PL UIS FOR SHEAR PANEL SCHEDULE AND FOR UN ER S PION 2INC CONFORMING DF RRAING TO THE REgnRFMeN3 AS A ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST A.LSC TO APPROPRIATE NOTES AND DETAILS FOR TOTAL DESIGN. Al NAJLJNG OR UOPJZ08TA L AND VERTICAL DIAPNRAG.LI&SHALL BE INSPECTED MD SET FORTH UFDFIl SECTION 1J1J RJJ OF NNE UBC I981 FDITMN. C.DETAILED DRAWINGS ARTS SPECIFICATIONS SHALL TAKE PRECEDENCE OVER STANDARD PRACTICES E.METAL CONNECTORS. SQvffSONOREWA•CONNECTOR$.ALLPMPABRICATL'lE APPROVEDHYTIEBIIILDMCDEPARTMENTHELD INSPECTOR PRIORTOCOVER- ANYANDALLGENERAI.DRAWINGS ANDSPECIPCATONS;DIENSIONS TAKE CONNECTORS SHALL BE J=APPRMSD OR TESTED FIR USE IN THE CITY OF ING. XLL FINISH CARPENTRY; PRECEDENCE OVER SCALED WINGSANDSPEMEASUREMENTS. 8. MEMBERS SHALL CONFORM TO AS.T.M A•36 L6S ANGELES WITH AN ASSIGNED L.A RR NUMBER. C. NAIL&MUSTBE COMMON M2+NAILS,ALL NAILING SHALL CONFORM WITH { C. PIPE COLUMNS SHALL CONFORMS M A-36 A•]S FOR GRADE B PIPE. P, NAILING;PER U.B.0 TABLE 25-P FOR COMMON OR BOX WIRE NAILS.ALL PLYWOOD APPLICABLE BUMDLNO CODES.REFER TO STRUCTURAL SPECIFICATIONS FOR ALL A SCOPE': D.SHOULD ERRORS.OMISSIONS OR DISCREPANCIES AMPEAR IN THE DRAWINGS D. A.L COLUMNS SHALL IN CONFORMITY TNA THE STANDARD CODE FOR ARC AND DIAPHRAGMS AT ROOF AND FLOORS SHALL DE NAILED AS SPF.CIFIRD ON TINS NNLINO SCl6'RILES AND SPECIAL DIAGHMGM REQUIREMENTS. I.FURNISH AND INSTALL FINISH CARPENTRY ITEMS COMPLETELY,INCLUDING TA3M ) D.SHCAD ERRORS.OR INTHE WORK DONE BY OTHERSRA INGS GM WELDING THE BE AN CONFORMITY DMY WITH'V,STANDARD ALL COO.FORWEL ARC STRUCTURAL PLANS PROVIDE DOUBLE TOP PLATES AND LAP A MINIMUM OF 48 D. SNE4R PANFISAAID SWIED ULFS: DOORFRAMES AND DOORS.PANELING.SHELVING.FIREPLACE MANTELS c,C ` (CA WORK).THEARCHITECT SHALL O NOTIFIED Y OTH RS AFFECTING ELY AND SHALL ISSUE SHALL BE PER OF THE M A CAN W1En WELDER USING THE ELECTRIC ARC PROCESS INC WHERE SHEAR PANELS ARE NOTES),SEE STRUCTURAL PLANS,SPECIFICATIONS @ 7.INSTALL ALL.FINISH HARDWARE.BATH ACCESSORIES.CABINET DAIS.ETC. INSTRUCTIONS REGARDING ANY RESOLUTION PROCEEDURE. WTIT APPROVED ELECTRODES.USE W W HYDROGEN ELEL` WES FOR BOLT AND O. SELECT PASCIAAND84ftGEW SIZED; S E DOUGLAILED. $PR UNLESS OTIFRWISE SPECIFIED DETAILS.TO HE NOTED:THICKNESS OF PLYWOOD,EDGE AND FIEND D SERA.NO l STEEL REINFORCING BAR WELDING.CO111111 M C NSRFCTION EQUTAL;,^,IFOR Py SELECT GRADE.SAW GOD,AS DETAILED. OF SIDES,SI E PLATE NAB-ING,DRAG STRUT DELIVERY TO PANEL AND STRAP- B.ALL JOI1.YSIJIP: E.THE.CONTRACTOR SHALL CONFORM AND ABIDE BY ALL LOCAL CITY.COUNTY. WFl.nMG H. EFTElUOR TFLN,'REDWOOD,CIOARO'.DOIIGLASEAR AS SPECF'TED,SELECT GRAIL', PING REQUIRED,AND STUD ANCHORS G BL CIMPSON AT TOP PLATE O BLOCK- 1.ALL JOISTS STALL M TIGHT AND TRUE AND SECURELY FASTENED,ALL UR CORNERS i STATE OR FEDERAL BU DING&SAFETY AND HANDICAPPED CODES AS SUCH CLEAR IF REDWOOD AND ROUGH SAWN IF CEDAR OR AS DETAILED ON PLANS. ING.SIL PLATE AND SRD SIZING.ER)GL^BLOCKING REQv1REMENrs,NOlDON7N/ SHALL BE NEATLY MITERED.BAITED OR COP®WHIN NABS CUT AND SURFACES COOTS/LAWS SHALL BE CONSIDERED A PART OF THESE SPECIFICATIONS AND PRO & BOLT HOLES IN STEEL SHALL BE 1AT6INCHES LARGER IN DIAMETIER THAN THE DIA- I. FIDOA FRAMING;PER STRUCTURAL PLANS,DRAWINGS,DETAILS AND CALCUL- UPLIFT RESISTANCE HARDWARE,ANCHOR B0L1S USED,NUMBER!,SIZE ETC. FREE OF TOGA.MARKS, VISIONS.TE CONTRACTOR SHALL INFORM ARCHITECT IF SAME BELIEVES OR METEROF THE BOLT USED EXCEPT IP OTHERWISE NOTED. ATOMS. 1.ALL WOODWORK ADJOINING SURFACES BOTH AND ACCURATELYAND nNI SCRIBED TO FIT AND i KNOWS THAT THE ARCHITECT'S PANS AND SPECIFICATIONS ARE AT VARIANCE XL,COLUMNS AND POSTS$ XLC MISCELLANCOUS FRAMING INFORMATION; RECEIVED ADJOINING SURFACES BO171 ROUGH AND FlMSHED. WITH THESE CODES.SHOULD THE CONTRACTOR PERFORM ANY WORK CONTRARY F.AIL STRUCTURAL STEEL TUBE MATERIAL SHALL CONFORM TO A.&T.M M500, PALL WOOD POSIS.AND CR%.UMFI5 6NA'i,L BE E COLA TO TRUE ANDSECURELY I. • ].RE WED AND COMPLETELY MAO@Fp OR NAFD SR FINA.SINIaL GES AFID SPINIER$ _ TO THESE CODES AND LAWS OR REGULATIONS HE SHALL BEAR ALL CO;T ARJSNG GRADE B. SUPPORTS SHALL BE DESIGNED TDHKBDTHE LCOLUMN OR I'OS'T SECUAS.YMI'OS- A ALL NATANT BOLffHEII)Y WHICH BEAR AGAINST THE FACE OP WOm MPRABFSS PFbMOVED AND PRFPAREDFOR FINAL FNL4L MON AND TO PROTECT ITS BASE FR7 M DETERIORATION.IN AREAS EXPOSED 70 SHALL BE PROVIDED WITH WASHERS. C.AG77:91./LC THEREFROM. e. JlOLE81NSTRUJCJTIRAL AIWRFJRS FOR PIPES,CONDUITS.ETC.SHALL COMPLY G.ALL STRUCTURAL BOLTS SHALL BE UNFINISHED DOLTS CONF'ORMINO7'O AS.T.M W A7ER SPLASH AND M ALL 11%IERtOLLMJCAT70NS,WOOD COLUMNS ANDI'0575 WITH HE 11.R C AND CITY BUILDING CODES AND SHALL BE VERIFIED BY THE 1'FOOL PROTECTED ED D RI SET PLUMB AND TRUE'SNAIL TI N,INCLIDLYUDING DINGstcU ALL ALL SITGWORK A-301 OF SIZES SHOWN ON THE DMWNINGS UNLESS OrMIL 11 NOTED THERE. SHALL BE SUIPCO 1FD BY PLIERS FROM NG AT LEAST 2INCHES ABOVE TE STRUCTURAL fNGINEFR FULLY PROTECTED DURING lEE COURSE OF CONSTRUCTION:NCLl10MG ALL FINISHED FLOOR AND SHALL BEAR ON A METAL BASE PLATE OR FOUNDATION DOOR APPENDAGES LE TMW-WOLDS.INTERIOR AND EXTERIOR TRIML STUCOD A THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TOFULLYPRO, Oa MASONRY;MATERIALS: PLATE OR SILL.POSTS OR COVANSTAADEOP TREATED WOOD OR OF FOUNDATION C. OTHERWISE SP E IF IUA'G:OF DOUBLE.16dPLATESIT STALL SIDBE E OFSPL SPLICE UNLESS 5.�, PROTECT AD)ACEhT PROPERTIES. GRADE REDWOOD OR CEDAR MY 08 PLACEDDIRECTLY ON CONCRETE,SOLID OR OTERWISE SPECIFIED;MINIMUM 8-I6d NAILS EACH SDE OF SPWCE WITH NO 2,DOOR STOPS AND CASINO WWI BE MANUFACTURED FROM CHAR PINE OR AR ADJACENT SPLICES wnBAH 48 INCHES.SEE SPECIFIC STRUCTURAL DETAIL FOR A MASONRY LET'S:STANDARD MEDIUM WEIGHT CO ICKETP BLOCK,GRADE A GRN7ITEDidA3lNORY - PROVED AL7flINAtE.ALL VERTICAL AND HORIZONTAL TM t•1F3•EFAS SHOAL B. THE WORK CONSISTS OF FURNiS1ENG ALL MATERIALS- UNITS.A.S.T.M C•90 WHERE APPLICABLE. TOP PLATE SPLICING. 13L. BE CUJF FROM THE IDNCEST PRACTICABLE 1.04`7TLS -- LA90iL EQUIPMENT, AND PERFORMING AL OPERATIONS NECESSARY FOR ALL EARTHWORK 24CLLIDINO &REINFORCING STEEL.REFER TO STRUCTURAL AND CONCRETE REINFORCING XLc WALLFRAMING; D. RAIL AND ANTI BLOCKING SHALL C FRONDED S,WHEN ALL EEO A IL.GUARDPNE SECURING AND PAYING FOR THE GRADING PERMIT. STEEL NOTES. A SIZE:STUDS IN EXTERIOR WALLS ANT;INTRiORBEARING WALLS OF BUILDINGS RAIL AND HANDICAPPED GRAB RILL CONNECTIONS,WHEN MADETOA WOOD 3.WOOD BASE; L E SPERBDOI BUILDING SPECIFICATIONS M@JCATION OF LUMBER BER NOT C WATER:OTBB CLEAN,FRPSN AND SUITABLE FOR IPOMESTC IM/RP)SES I NOT MOPE THAN TWO STORIES ARMORY SHALL NOT BE LESSTHAN 2 X 4 INCHES FRAMED WALL. 4.WOOD BASE:SHALL BE FINISHED PERRDAS SPECIFIED GSFIEDIN THE INS OPLUMBER NOT LESS D.TIE WIL TO E:PERAS.T.M A-82,I6 GAUCH,BLACK AND ANNEALED. MNOMGNALSIZE ALL STUDS SHALL AAUP FULL BEARING ON TESIw SOLE THAN CLEAR PPE AND FpIS1ED AS SPECff®N7HEl.YfF.9WRSPeCfFIGT/OAT IV. EXCAVATIONS; - INNONO SECTION SM. ALL STUDS HALL HAVE BEA ING ONTHE WALL STllFS SECTIONOFTHE WORKING DMWMGS.OWNER SHALL APPROVE BOTH THE BASE 1 E. PORTLAND CEMENT;PER AS.T.M C•13042 TYPE U. JECT I MAY FACTION LISIN0ILILC CERLOIR TO BE USED AND THE FINISH PRIOR TO INSTALLATION OF SAME WITHIN THE PRO- E. A SEE SOIL'S REPORT PREPARED BY F. SAND;A.S T.M C-144 FITTI �.� - G. I.IME.HYDRATED AS.T.M C•207,TYPE S. D FZITlA'G A.V'D JLiAO/.A'G OF DOORS: e. HIE,GNAE UNLESS'SUPPORTED LATERALLY.BY ADEQUATE FRAMING,THE MAXIMUM B. EXCAVATIONS FOR ALL PADS AND FOOTINGS.GRADE BEAMS ETC.SHALL BE IKb MASONRY;MORTAR AND GROUTt - ALLOWABLE HEIGHT FOR BEAtUNG S'UUS SNAIL NOT EXCEED 10 FEET FOR X 4- 1.FVEEACH DOOR MUST BE ACCURATELY LL HARDWARE AND FITTED TOOT'S RFSPE(.T- � - aUEXCAVA IONS WTn(APPROPRIATE, DSNDO FOOTINGS. AND SPECIFICATIONS E BEAMS ETC AS UN)X 4INCH STUDS AND 14 FEET Pp J 3 X 6INCH STUDS,BALLOON FRAME ALL WO FAME UNLESS➢LOW N(H AND ALL HAVE B RE INADE FODTO EPADPERFECT NLIUDEDNTHE WORKING DRAWING DOCUMENTS.771ENCHE85!lALL B6 FINISHED ACEMENT MORTAR:ONB PANT CEMENT,MAXINNMXPMTS MORTAR SAND:. STUD WALLS AT'SLOPING CBLNNO3:/OM BF:p7UNG WALLS SHLALI.DE PER2H-1R HVORXMC ORDER ALLOWANCES SFUVR.HAVE BEEN MADE FORTNE PALYiFR'S WITH LEVEL BOTTOMS PART PART LIE BV VO;UME.L'OMPI-Y WITH 2994 BJ.B.0 TABLE 2}A UJLC.WALLS EXCEEDING 121TET M CLEAR HFRGHT FOR NON BEARING INTERIOR CLEAR S. 1 B. GROUT:ONE PART CEMENT.E PAINTS SAME.H A PAIRTIRMB ADD WATER TO CONDITIONS SHALL BF CONS OF STUDS AS SPECIFIED ON STRUCTURAL 2,CLEARANCES AT TIE LOCK AND RANGING$TEES AND 2 TE TOP SIMILE NOT C. ALL EXCAVATIONS SHALL tlE KEPT FREE OF ANY STANDING WATER OBTAIN CONSISTANCY FOR POURING WITHOUT'SEPARATION.AI.50,ADD ONE PLANS EXCEED 1/8 RCN.CIEAAMCES AT THE BO?fOM OF ALL DOORS SHALL BE AD• 7 OBTAIN RFn ARELS CORPOURI:G WITHCK OUT SENRATIOMALSO,A DONE C. SPACING:ALLSNDS SUPIYJR$'1NG FLOORS ANDClAILMS OR RAFTERS SILL Be DSTED FOR THE FINISH FLOOR COVERING:REFER TO FINISH FLOOR SCNGDUIES PINTOF { D. WHERE EXCAVATIONS ARE MADE TOADEPTH GREATER THAN INDICATED WITH MINIMUM L'OLiPR&55(VESTRENGFHOF 70001PSiQ38 DAYS SPACED NOT MORE 7HAH,t6{14CHPS IOC',FOR WIDER S7UO SPACING REFER TO INCLUDING EDGCARPETINGANE BEVUNDELED, NF - SUCH ADD1770NAL DFPnt SHALL BE FWED WITH CONCRETE AS SPECHFIEDFOR- STRUCTURAL PLANS 3.LOCK SIRE EDGES MIDST DE BEVELED, OR D. CRIPPLE WALLS.SHALLBE FRAMED V$NG STUDS SIZEESJIO LESS IN SIZE THWN 4.DOOR SHALL HINGE ROUND BRIT NOTLAND WITH ALL DWAREGkOEAU 71E FOOTINGS IJLS MASONRY:IRCNFORCNC STALL: MO WTIHRXIf HINGE BOlB07 CYNONI10N5 AND WCM ALL HAIRDWARcpADpL-BLrY 1 THOSE USED ABOVE UNLESS SPECIAL ST'RUCT MAL,BLGCKIiO HAS BEEN SPECIP- ADJUSTED AND FUNCTIONING. v. 1IId.AND BACIGI+ILLS ED WHEN EXCEEONdkCLEAR HE"d OF 4 FEET SUCWWALS SHALL BS FRAM=- S.SEF CLOSING DOOR IENOM ARID HARDWARE TO BE MOPFALY VIE A. SHALL BE ACCURATELY PLACED.CORRECTLY LAPLPIJ AND TIED AS WELL AS . EDUSMO$NOS HAVIIAIITLE SIZE MALRAREDTORAN AL)MMAL S50RY. THIS PURPOSE DOORS SHALL CLOSE COWLIAELY. �" 1I 'AS''l 6 A. REFER TO EXCCAVATION IIV A I FOR SOIL'S REPORT. SUPPORTED M PLACE BOTH TOP AND BOTTOM. PRQYIDE MULTIPLE S'OBlea PGR SO.D BEARING AT F.NDS OF.MISCELLANEOUS %!11 . B. ALL FILL MATERIAL SHALL BE FREE FROM DEBRIS.VEGETABLFlR00T MATERIAL. BEAM5 WHEREFOSTS ANTI IM'>&T SMZLS ARE,NO{'7NAFCATYD.CARRY ALL S'CDD9 \ a I)I AND ANY OTHER FOREIGN SUU57'ANCES. IX.6 MASONRVI WOIUCMCNSAD': DOWNTJPWNDAT(R9;SRLPLAT690R PLATES O2N S1AB5.' }`"' E UP6-NIM)S'JNR'AtIL P'AdAQNU, HALL)f41RRA.9:D WTT41N1EM11j.RS A.B RiDICATPD E t r, C. BACKFILLING FOR PIPE TRENCHES SHALL BE COMPACTED ON BOTH SM OF A WORK SHALL BE PLUMB.LEVEL AND TRITE TOLINE.. ON PLANS HUF'71RVEW WITf1 LESS THCrrAN2XlRQAp1ER STVD3UNDER EACH END j PPE M SIX INCH LAYERS TO A FINAL DENSITY OF 90'A SOLD TO VOID. B. ALL MASONRY WORK SHALL BE LAID IN COhIfON BOND UNLESS OTHERWISE A E,2 X KING S�FIAJI AL(aNOSIDE TRIHMER,S'TJD$.ISJNF}'S1{DUS SHALL BE FURL 1 � 1 NOTED AND ENGINEERED. '11EfGHT.{IMCN MM"__`t7TERV/ISQNQiED ONf4LANS)k!'.ID NAILED TO ljH/t'_nd={1 tA ' I.1/� �Or k, r D f� vb.GCNCRAL GRADING NOTE; - C. ALL JOINTS SHALL HE ROUGE®:EXCEPT AS N(ED TRIMMESETD EADF.R:USNA+6 )6 Na(LS., <-'^�`C VL<JJI"/ J` II(7TT"-��111 IAA LJ/� �' I ��` .. F. BF.HL$SETWI7ECROWN SIDE TIP �� pF Hj 2,(�-{f�1{I� C A. ANY TRENCHDEEPERTHAN5(FIVE)FEET NDEPTH,INTO WHICH A,PERSON G� REJMKJNG;PPSSF.CJ1ON71", 2176HH4j,1:�'T99A Y y'�,\SI NR 1-��-kg- IH{I1� , foWD. 4WD 2R, �R�' cp. I MUST UL:SCENU IWQU91ES A PERMIT MAIM THE ITATE OF CALIFORNIA,DIVISION - it RRFSIOPPIN'G:PER SECTIO(4'M5 U9a'.1901-- W%V NN j i 4� P, /`RP cA, I� � . � - OF NWISIRIAL SAWN.(CALOSLA). { �I❑ BEES A%-BERG ARCS TIEM AwRov� PAGE 6 M EIL� DBSHON SHOIN®UNO CONSTRUCTION GE - - •i■.rrw •. unisex •cote• • • o4"1. 1 4 N Motllt!•s-■Mir be Id eltagd/by I 1 / -thick 12• In dl.ptV v(CN A'"l/4• 1deeWlgdy srwG•N.[Aw.•gaLWIR[ws'..udsyemdn.rrOA.want, thtak the 11l• ruDt.r. .ed on the alrale and MsO,eed aswpe 111 hd e,Irk rkA edfw l7 hterl.rwebaanu petuler rtn+�d I ,ty,.tu ♦� t �t r Iqq ��I a Vlthtn tnA 17•dlbw.tat, �Y•awel"a"al"u'Wasaoa be Wassddyade4,W h%dkkkMA12 thaw h b, Th. d/.tAna. bat w•n the P•nt•C lln•�1` k_r, diAe,wa„t• �^- " ( � ' c10A•L IId'; 9: a.'Y■GC •- 1 J �GC1�1� MEN WOxEN UN15CX R(STRooee .. •n •dfolnlnq wall .M1Ali b ..Ayy/yet y{ V--U-4 T�•rrw,■rPfrr/rRtel(drg br aeevd oR du doofreWpterlO6rA�wd lRa•toW / 1 9r11rv',"-'�'M4 Ser Correction ld al.,.! I' and meARara•IlhdWaJY diffwast dam dNfoist AdaeAAnwCreD beCA at the id• orv.t.i claret• sM1DM ' n Alid$. li-i/2• 3o`cant•! 1ldk o V t. or loos 1 t feeN,tMUN.uormdanon PIP"etetPTlb sedeh be 4gdeled modsoja c nacl The,corNotl f the vale[ clout ■tool lee' .' psolmMspsalgpv.rafme.e cNl 14;also.to ^ 1 I Froeaf amo-dr sea oPvWn[wrdwiar diJ14•oPerAh.i,1 ace bind rod Ou w q.ba stemord•t to eo.PfY lv/th bothLSD'°r.P'°�ar Prnt^1°(W'Ae`rrt 7Aef rprieawrcA.vePmeah r4lim•s prwr 000RetM_o51�Atr rTY?1 -1rset — "'1'b and to LA• -enter ilns of the water { � Ibm2Wt4waprrYnd,Petbrype�drkrnadeJlY crsaoord..aA,elmu uc rKaopkr of .J�aumM•r� ,i Clout rust f lee•C•d D•Cve•n'37•`•Il' -1.l�nWy •o�peble drsDot Selreloie[nlrre ro Rlbead It dam bueel.�RDa (bossy Nwn�d 'g ell•jlplll� opt. AN.t to rra,dr, face of the all. >r�l <.Ira � 1 . . '. err ^ I 7, seoYla• 1 1 en.. (re• cn• a !1 • er l to a•.0• oaec u U"Aafuent wall. v ter I—= •''r}., ? �r.'h _ tees. eptr,ble vleh And` ¢_"'ro 1 I )} ~� - 7.,•f'•lvu.c nun antral. sMll b. / w. Y IJ'7 I netiact sago ire tlgtc greapinq, p. nln9 �Ol /• r«w. 7 I ; I r��M•'- � I e . 'fv+s:1M t N vrlet. Contr l• iaC in -� �_. • ' ..,,Mel pw��:r��r�r • rl n valve d!'nall>w then 4 a e.vtd•side ai the toll t are.:, . Iro AorR fast it-ln h •bow• the near. 'Th. ( rp�c• M•^-op v 4•-0•YA% n1r.qulr•4 to tLlvate concra!•aAAll be no qr.•t.t'tA•n 2•-0•u1N ' ,}•-� >. vn�r.. paulWa - - 1. LAVATORIES fie...+w,o.w.. j •s``M1 ! eel r urintl' br prow ld.d, rt 3euC en. h li have • v�3Y 1 ens uel„ul )0 1 qA.e vl Jt A ea-inae••loop Ln treat at - f[R '+^.'.�7y-•.may !� t '•""""' 1 a. �. •wrlula r sea ta.d. at lees a CONMOLS SWMHESIWOOUTLETS i,n:C"R•"""r O with rbe Elamphs of Ed"Pmkm^enA Remind pm ?In@ t, I „'1t4k+y7•et+lp A nlAiru• f 14-1.0.. tree tM ail ens % �( �' S 1 G V A G E •.Kl W •r 37-1naA •►ev tA• nest bell ►• a.I rlunh _at,.,. eb.)1 b 1 ,an•tl'nrt �•r•b4 vies o 1 a ft 29 1t w. v.twlrtgYt it i.wY:•Pl.e let ieiwa k. '81ae.nd$p■eklPdH■ndnlW and Olab Bwe I' e.lwew.• •Oa RD (/Nr. TA w[ere•^o q•n •1 c l.•te nM•ttC•1A Wlt by'M' .W rep to - f••t, land a P•.,.4.Pt. - („ j AMw Mad, &A. Packing, where A single da.•blee parkln9 usll !s pray ld•d, ,! •t eMll b 14 0•v"'end eutiln•d to Proved A . -p• - 1 rlw�dNrtr ., rNahei llsdlM vide parklnp Area and 5'-0• ioedlnq and univ%dlnq I Go"Tread'MMhmdWmpkge/AteepbDltneAva, 'lol "h $1-o qua,- I�t�oµo.,deGpG peen,ws�AAJCMC:oaPPCD 0144 Y bNa AI;�`aA,.lpAAsllgp t_111danLtM4altlata. I-•(LO •e P21✓AG-1 I IC orl D.�2 1 �%b F.•eh p.Ckinq .pep CourvM rot pond with ^ .' Q2/,6 B%R.•6 -I/yo,6-u�lyrll.EaY ,!'1.. •}NA l.li Sri/J f36+ 'r0 1 pnYw lcal dl ubll ills! al,nll be ldentlerso by A �,�1 _ I 1-I I C+f:saco[I e•d s19n perunontly pas t.d 1Nn.al Pclr i W1111`�G1�0�o(.PJS. P^DIr�•r�acp I� �Grif>I1�6 ••ad6A2�(z '�02�� i % � �/• adJ•a•nC to and v(•Ibl• frow ..en st.11 or •p.ee, D I �• ,I consiatlnq of profile vlsw of A vMslahalr vltn ` ! I _ Y, _ �. •�`- _ .h.11 ni In white on e-Y7 blw Darkgroun4.In r. elfin -�• j�l ./AWO 'fo 0 Me-Aj6D oa?•dr 00,1-yoE vFpr Oa'6T'- •hell not hIs Path then 70 , -ha lntbea !n•ru AM, f� id 1� O(ZC�i O A r I I .hen In tM path of travel, -hall be posted at O >F T a'ii✓n.-I'G •8t$s. hA�f. I �I rl nl sue helgnt of an• (roe the bottoq at the sign to the pa rkl nq ■paea t1n LAhd filed.. llgna may also be e.nt•reJ on tAe wall aC tM Inh CloT■nd at tM parking spec. at a Nl.1■..hs lght of )[• (tee tM •rkl r In101•d grade. P citing■pees ' ground of•Idw•lk• (leis .'P.RO✓Il'ir j :I I ,�_,. ` .An •Adl tlnnb l' b19n .I,.I1 •1.. be eonan ieuoue Poet ed. In • pits. ae -A attest- to Cc..treat pwI.ckl np [.ell ltles, ere•I.- lately adf a nt to and �33AN 2d oBLR rwyck., .JAIIL pwl a t d1 1:.,A 1• lrow•.ch stall er. .pat•. Th. signlettering sb•Il be net 'Dpy .f'adtr1,C00/1 �' 1•v rUbh 17" % 77• In hire earl lattsflnq noC,less n.d (`}'_V`j/] DOOR HARDWARE roan l In 11 lght, which clearly and coin lauousl ,5 GL(T, Y P Y x-5Y YNNYVY wNCw kaT(a CIOS9:aRf m mus ,i ■fats- the [ollovingl - rear ,wwuu wwtw NA( ttosrrs Aa war Iv ores,- I ,II bur wait:aanwwrNw RaOY.w ' ,�� I l li r[w ro,.inwo wrwnons) ,h •Un.YthoYlr•d voh llayi g di. In Jos ninand Mndieapp.J wpncau n t d1•pleyln4 dlstl nqulsnlne pl e►rds er x lvrwt.d•. 0 l lcenwe ptatea hued for phy.iehl ly LAI,l<A !shoo. Itygt eSWp, drwx. twat.: .ny be tov.4'Dwny at event'. axpnnn, Towd .lilelrn .hy be rs-I.innd at...............r..............or Dy 1 rvK. utR rb•r Fig,2 j t.l•Phonl n9........................ eta ftt-m Cw►Width rgnimbm Uwe Wkfth I4 for Tre lNoelehln 1 I,.I %a. tyv.torino :h.11 hu r.eunt•d vLtll ■ nlnleun dist—m or n „ Ia dlnak Whwtdrk a,, -- %itW to the cotter lln. of the tiktut.. Acc•..Ible �� --I:.vatorlea dull be .punted with the 'Car or counter - ca (Ate no hlgh•r than id•nbov. the finiahad floor. 2fuIN. k h ' i all• At kitchen alnk., f.uent controls and operating I 1 PW �3H snch.naan. .hall be op•r.bl• vlth,ate hand .nd htll 7}1re2�tolds non taqulr.'Light granpinn'•'pinchlnq'or'tvisting'or the ape yaw rRONr nn enu r. 1-IAt. The force required to nctivet•controls ahsit bt no groater than 5 lbf, L—a-opernt.d, PUM-type .rai FLOOR-MOUNTED WA7 R Ck f3 ET i I w is't-111l ly controlled .-N.M... or. srawPI.. f i I •ccsptsbl• dos l4n..e S•I!-!elan log vnlven .re wllove•l if -� t •� ,_,rf ei I the L•ucet ras.in.open Me at least 10 r•cands. _ "'[i r _ i ,_,rr v+t ,_ + C . 1. qo„•c<•'•prpl.o-lnq rco.v.u. ter.K vl tn�'I"chelY"`loci i ••piss W.Mh•nr•1 ogee .... fl— 7 Pro%.• .•,, �i ID-.tvJ,.a -sews to fin a floe! n,ll pret.uJ• �•-.-1' .- ' _ _ (� .� Mr• than•(-lneA.• into walk-. tall•. .ema—. J � pAs.sq.vaya,or bIslas. ... .. �r Z , , .1 / 71 a. ebe.ac+` a vhe it.. leash. eda•• at or lalev ■�!L.••�—� fN 17•l•uM;abeY• the [In,ent6 float ••y P.at[uJa anY "'•'+.�'•d,�Y,Y Ygn,r�tl hwNwaNu.Ylr. I �,�1, aMwi TOILETACCESSOMES I4. �A(prpw�hwl R. Absupc'cAbnqu !n 1•vsl, except betvan b. walk or' )]1 A alk•n6 an bdlaeanc .tc••t er drlv...y, AKaa.a1M i 1 • .-laeb.e .l . ... . al.•lu+an, aueb •• et pl•nt•re •r fwntAlna laut•d !n or •dfscene to v:ke, 5•lunle TAdltis Wbee Repw,N hrxista vepnr+Idrd rp�.digblad �m .Id•vlka, or other pwa,trl,n veyR mall b• la.n[l flea -so etvathmetpArwehdidw lbdimpmddal in,wwioplRmuakd Phnom Af 'v by sorb• proj+.-ring a laue t-loco.• In n•lvnt. •ear. axx to,Wo.wnotrNsdo hrl'da NapwNd far�poset, IZ mh Sl - fne walk or a!e•valk aurfA<• to worn tn. Alin- of . a.l..n:a:A tcdidn tWempwkrd lorlm wAdloPpaDrpeopk tiN pyrW e:eMa.... 12 ndn '�/%!,:%/,•ii/i/Yl vi//,5'.•J,:•. pac•n<Sai drop-o[r: vn n t.guard ll. A.a 41 le �� Drorlded. _ NCD•la r gwlled vA n a 7—id. ral`1 1. p rorld•d e t 5-taco pl.. or Lnu •-1 th bey. - 7be aritd er Tfe.rva•rb.ou.ARO b.a saA®aer l7 bvAw end•vA1Nwd19 bKlee 1-, tA. •u.r•0- aC tea va1R r aid Ia."tA w lR Al'1 '-' bd..'°rafd•'°'la'°"[CO•eNr WLLb•n.rAk.'In"'r M^A,wod W,tl°^t^1ws peraa•t ee 1sAi gCA41•na at M.dfae.ne b....4..let.. wA.,.m•o:•i D"�^r•r ntoitr afdw e*Iw.Ca,ed.fa.aN.sam.rl.w 0 em„Mwd. i wise ddeN•iln enw4e•toe auaM keAr•ebe.r ae peon 7Abk,v . eme•1.,bail ae w a,w.Q e..d porn fe,r•. P�2' I ti 1 1 . [anffl27+n„fkd•.ebwew,nMe T4h"sp-in lwy—. . / P1p.3 tgtly tn„wvk,.+N•wrnNt.w%<eebP2lomm1 `f .i�'np +,��`'• f PJ a WhwitMlr ylndnq•BPrre ,,f.,1 InAX, 99�� i '•++-.-�.a,a�- � ^'•"" r�Trr rwWia 0er11wde1 (\//\�•�j�)) '(p��))1 �'j FlAX. MIN. / .. _ Cd/'E Car.✓ - ') \t,sl V/fy� .. , ' 7' B"MIN. J K'f 5,- IG /JV-:I N UK.,EJ yt) �Y`rY 1 r14 :i'�:klc3i 0 .- ARf1[C:EC1L'[t$ 22 1, FF I A nn fA ,I q plrUv7`6ri0 M1N, h"MIN lA(�ir c°. y L•\I`IG`(.�i✓^�i1��1� _ BfiIJIIO ••��I)1�J"�m•7n) �/11F��... :1N RfNNW MA.Tp.0.N1aRN rrvi l j '. Q � 445- 12 THIS MAP WAS PREPARED FOR ORANGE COUNTY (R401AR/NO AVE.J URINE ASSESSOR DEPT, PURPOSED ONLY.THE ASSES- CA �� $OR MAKES NO GUARANTEE AS TO ITS ACCURACY M +ta.►7' ,ens NOR ASSUMES ANY LIABILITY FOR OTHER USES, PAllt/ NOT TO BE REPRODUCED.ALL RIGHTS RESERVED. �' i �Ji o•�� ( ,� } PAR. 11 T 4 C)COPYRIGHT ORANGE COUNTY ASSESSOR IM. o TRACT PAR.4 R iaa.so i /.000AC.(CJ P. M. 68-19 �L • PAR.2M w Q V/NEE ( �a N 17 P.M. -45 a 015 8,656 AC. PAR. 9 3�, a LOT I39 1 2 ( ru.si �" ai BL K.50I r aa,r4 t PA .3J' ' v 1.344 AC(C) •'s°' 4� PAR $ 2 N Lor7 a � SUB.i 14 P, M. • 196-40 , ..� 1 a 13074e�1 ! -3a0 7e05AC. NO W.(1 BIRCH STREET i � 4 R. / PAR.3 Q g$ PM. 114-I9 7.326 AC. +ate Q L0r 3 b P. ` M. 1 7 3 - 31 •f- �s9.`o 2et.s?• .. `/, ,� .yam tt a PAR. i 2 2 /./68 G 16 to - - PAR./ 17 l78 AC.(C) 0 c) `��_ M WAS PREPARED USER ORANGE ONLY.THE COUNTY U TY I� NO. 9063 r 20 �- ; AS To rrs ANY LIABILITY FOR OTHER USES. ALL RIGHTS RESERVM E COUNTY ASSESSOR 20M. O 44•.50' !;" is R.S.-45 15 P.M. 6!-IF0.7Y7AC. 40T 5 5 •'Ys. �o J '�� .�'{ Sao• NOTE-ASSESSORS BLOCK a ASSESSORS MAP MARCH 1973 IRVINE SU8. M.M. I-88 PARCEL NUMBERS BOOK 445 PAGE 12 rRACT NO. 7953 M.M. TRACT NO 9063 M.M. 374-5,6,7/NC SHOWN IN CIRCLES COUNTY OF ORANGE " PARCEL MAP P. M. 6I-4 68-I9, 76-44 II4-19, I73-3I,196-40 PA2001-039 for UPI547Amended 4545 MacArthur Boulevard,Radisson Hotel CPI Designs 12 427- 1 7 BIRCH f x s ,�3• `g�9 4 2� 84 M 68 a /!QV//YE P. M. 4 - 23 ��'• w POR. LOT fM�` PAR. 1 PAR, R.2 � s�' h 34C) PAR. 1 t! 1.196 AC. 1.5$9 AC. - 2 &.3P AC. b �? 41, P. M. " 40 - if ��l�E P. M. 28T-37 O SC4rr ,r S0 ti POR. LOT !39 ' TRACT 4,r.4z' �s OOCtQW / I-c. z P M. 77- 42 tY I— Ln O O 40-11 M P. M. d ��2 QWQVO L71 AC a � � A PAR. 2 ��a z a ,q L aj Svc 1.837 AC. Q nv=co. RM.53-13 �nzoo cQ � a Q:% v7' �`', cc v NO. 7770 R 2.45 AC. F. �q M. 292-7 pY° A 1 . 00 wEsrERcr �z 3 172 b � PLACE Z Lor 2fah lRV/NE SUB. M M. /-88 TRACT ADO. T770 M.M. 299-15,16 PARCEL. MAP PM. 40 -11 PAR. 1 424 5 L 944 AC. P. M. 42-5 b�' `'� ti �. 63-13 PAR. 1 if N a 45-25 » 287-37 s°c POR. LOT 139 P¢ ZOOO AC. IV) a / PFOMED FOR ~ �� \ ass 6 TOiTS�Y NT1► ASSESSOR'S BLOCK & ASSESSOR'S MAP JtWUABJUTYFOR PARCEL NUMBERS BOOK 427 PAGE 17 MARCH 973 T°e�RED.ALL RED SHOWN IN CIRCLES COUNTY OF ORANGE P" DvRlaw 0RANGEC OU SSESSOR 20a THIS MAP WAS PREPARED FOR ORANGE COUNTY ASSESSOR DEPT. PURPOSES Oft Y. 4 2 7- 1 1 THE ASSESSOR MAKES NO GUARANTEE AS TO ITS ACCURACY NOR ASSUMES ANY LIABILITY FOR OTHER USES. NOT TO BE REPRODUCED. ALL RIGHTS RESERVED- 0 COPYRIGHT ORANGE COUNTY ASSESSOR 1998 4 S C'r4i111gW 1 asa� TRACT rRACl t � 1 " = 100' P.1 M. j 60 - 22 (� b r i 1.9196 AC AV. 32CV t i t tee►• t t35 .00• 3Eic\j *�,�• ioo• awo• ff R.S. XV-12 19 0 > o � ✓ 1,21 AC. AV A. l � r W or 2 B1RrChr y�(� �92 v®90 17 M. AV JWl A[M130-25-301AC NOTE - ASSESSOR'S BLOCK & ASSESSOR'S MAP MARCH 1972 7R. W .. 5169 M.M. M-1/-13IW- PARCEL NUMBERS BOOK 427 PAGE 11 SHOWN IN CIRCLES COUNTY OF ORANGE r w THIS MAP WAS PREPARED FOR ORANGE COUNTY '427- ' ASSESSOR DEPT.PURPOSED ONLY.THE ASSES- SOR MAKES NO GUARANTEE AS TO ITS ACCURACY 2. NOR ASSUMES ANY LIABILITY FOR OTHER USE$NOT TO , D.ALL RIGHTS RESERVED. ®COPYRIGHT ORANGE COUNTY ASSESSOR 1 wa, zips� WAS 04 �o�R AS ►��,, 2 CAMPUS (ACACIA Sr) DRIVE 93' ioo Zoo' /oo' a N N ,moo' /00 TRACT W { 1 P. M. 60-22 1 1 1 1 NO. 320/ 23 29 25 26 27 28 29 30 5/1 32 3 4 5 6 71 81 9 /O - 1 TRA�T PM. 296-32 _ 1 R.PA1 { � PAR. 2 0 I I o eG � ....,.._- 4387 AC. { { 0 0.676 AC. ( 2.6 6 AC. 1 NO 5/69 /94so' « +00, q,. '$ BIRCH! STREET 17 MARCH 1972 NOTE - ASSESSOR'S BLOCK & ASSESSOR'S MAP TR. IVO 32Y?! M M. 130-25-30!NC PARCEL NUMBERS BOOK 427 PAGE 12 TR. lVQ 5I69 M.M. 190-!!-13 INC 1".0 PARCEL MAP P.M. 286—32 SHOWN IN CIRCLES COUNTY OF ORANGE FILE COPY Do Not Remove PA2001-039 for UP1547Amended 4545 MacArthur Boulevard,Radisson Hotel ., DATE OF MEETING: - y � SS I / , r,r rt 0b , J / 4 = kI . H pp — . Ha+ Z171 LPG � sLP411 t4 rl ! I % �d AG I h !1 �� I� Nam' ' 0 - 47 a F �ti IC:1 01 t _ goo ED al C:1 ED 0 C ED I 1 !F 1 J G ---� ED , lie o } ► ,� It' _o _a J Building Data: No. of Stories: . . Type of Construction: Qcupancy Group(s): S . ! Suite Area: ,00 s Fire Sprinklers: Yes No Fire Alarm: Yes No VIVA f E 47S ffj -� 7/2'Gl, 2 SC:d1t mom'-, 1 FFM 118 S.C,ITALt'{A Ai;.3c:ite D.I n—Jh`DC NBAQf CL 0l1277 TFW�u 310479 waz ....,.,.......•...,«wrr-.«. mwxw.,,.am- ....•e...........w.....ronwrws o.asaw,.e••a=.............H...+ir.+¢.uwaia ow.,..,...........,.........+...:rar+waxxFm+w�lwc.«w ne!rY9N1Y+Hauw.u,...........-........-_.... .—..._.. � +xrt3ssiYU.F:,.aKrnPo�viw„H.r:rfiFa4�rt,:.,.;Bati+%tiuwnww ss,.,. ,.aR» ..,....-.... .,r«.,....,........... .._- .._ - _ I I , I e I(v��p o✓�� tlf2 �b,7c �4-��r©r p y �It��l�c�'�tt�.lf2 P LA DIF „pe, (-'�+j. s t ,dry•.'�'�wc.'%,*w'�'t�+� �'�ay �7�G.{r .;•.t�"ti��..ya%„ s ,8 ,� �y n \._-q .. i .3!'u • ti'.be„'�•,;�(�t:�'«.'�l.e.>,rrx 4 h,�4 r>':r '�•.n � C:.,.- �1 .. ?....� .' c ON , i ( '"'r + g + refer to ' �. AS , lam` ��, ,.,..�• v t I i �i its d rid 1- to - T-�p I � I i r I '--V•`V s^v Q -' __;,• _ -,..�� ,,xx,,.. j 1 � ( i I ' -- ��p�Qt').}�I�a,l lib C � ( ; 1 I� j -��_ '� � ,� �'�' �/� '�f.'.�..`�-- _, ( ; r + � t✓ I� do ' � � � I � `r 1 2 3 4 F 5 6 7 S # r 90`-Q" i r a r ` 6 . la -0 20 -a 30 -Q 10 25'—Q# 5'--0# 1��,� I h �II,/�,�.-��(� i � (�� -•1�1�''I• d f�l�f t� cl -f�• ��'� .{�,�% � it � I ( � T i� . _yP.L_� .--- A --- -- -� Elr=-= C, i c - I I I PD 1 f t i tt _ j It i e I ( i f _ - _ ._.___._ i 3 t f U t It it ,�.,,� ll i � r� it • I CD CD f- t1 0 I�i�c'�U• �� 6(� _ __ . � l �'`I�. '(1 G �i I If �` i . I I w vu tn b I I-I I { I , I • , (zl - P m o t . I � I CP ' .db "I�) ( i vJ l 1 rJ _,_.._ AL Ir 171 . .00 II .� t a r x 1 OG 5�-0� E I I 25`-Q" X 1 1 25 -0 �x 5 -Q 1Q'-or 20'--or 3Q'=o" 2a'-a" lo'-o" (� I� �� -�}- r 9o'-aX 7xf rz�I,h{ 1 2 3 4 S � 7 8FD ` ✓ 1 - r - f - - - -— e I ,i„ _..-_. .� FU�� I �� - i __._ ,.. - +�, �� (_- J � � �,-�•�'' .. CA. U027t 7F:IAYAI J;0-3T6 01:U 13 t1 1 ` 2 ` 3 i4 t5i ( 6 � ` 7 ; ( g _. t i . . ` , 0 r �0 I _____ - ____ � ------------� _ ---------------_ ________ 3, 4, � > � h T I i—nr ( 30� � 201 0r I lU/._Qr I 10'-Or r�� i ---------------------- --------------- _772l,Go(Z- �1t�lw(� l� LA, -pr _—�I z5`-pr I a u _ -- __ 25'�0" _____— 5'_�r e �,�8 'S1(-I, �� 5/B` ��r' As Mod'ified, �cfcr to: �.__ -------------.�_ gypa, (� _ ,. "� cola lei i�� CITY �,<, I o + b P P / \,a I$t�2\ d f� to __—__ _—..--__ _ — _ .—.._ — 45 I -- 1 - N QI�� Pr+�D ''`� ( Ill of ja � II I of u { g�� a �a !� I f� I o I v QIIGo�G , �� I�. u � I + —wool, I It I I �I � � ;% �I�V w/�� O �'I� .� I '• '�'�`�' r _ I � � .___.._...__.._._ e-�I`'---I-- �` -,7� r ---- ---- -- — �l _ r ---------------_ T _ ___-______ t III _ L _ _ - - _ 1 k. \11, �� !'l l I� - _ (- I Z cof�c I 152 �� i ( I ( 1l1 — IMi►il III I i I { r.�. � i �,i �a�G . ��o w/ �� i i i i III � I11 •� � it � �, , . �� N � . ' I ( 'I �/ l ari��• I (� W/ll ✓ I!- I` I I I I� I { ` i i i I lol �o�Ta IJ� I o �- Ij1111 "-' !II - „� �,.�CD CD I � I IfI.T_ _ :-=JI11 �.�• _...._ ..:�I�I � E� c) I CD I I I i i I I I I I II ii 1� I I I I it 1 otz r i i ( PAP v� "✓ I ' O ( ' G.9�G. el- I u { I �; -r� ,AID t�'� I ""�.. I A.p �1 �� I i P 5 a d a u I I `1 I _ rr� I _ - --- -- ----...-.-- -__-- - � � _{ --t � ._.. ...-.I -- I I - 4 I I o o u � � I j ot� � o t, �x ��J.I il u I P ✓� �#4 f r&p w�'�-3 �W • I ` ` �� - F .t... -__._ a t"t i ( _ ��_Or 25�-01 I , ---__--.41 C� � _ ------------------- 5 8u -,S — I i - w ; Moa , r 1 r ( 30�—or Zap-pr lo'_or —— I �I l i I ;mill 40 x .IJ Q �I� 1 -0 _____ 20 —�-- _ _--------------------- ---------- -___ Jill 90 ------------ — --- --i------------ �� . 11Ii 11 Lll={ %��Irll .,•�� V Iiij _:N r"I~ r��1 rJ.,, r j.1 ` 5~t , 6 ( 7 t , g t Ili2 { 11 -N ►ui I I�il 1 1 Z 3 t 4 t t _ Jill J . — ill _ _...._.-.�.-.-,.--�.-- "1'R'4!/ {) �� IIII •- �Yn�YIIIIMtlIM�.MI J . LEI � =I .=..:III �>�� I� C �.� �E GG2. �• Gil C12 ��tr�DES �Q- _. r l -�� t' 1i?+i f� ��F�G�ia`i I of� r f� ol o N r _ ,,. v brA -7>, I4 r&f2APWj b N x11 e ��' BEAM �/ P t2At�N WOC.1D 1a�.t1.A 'ST�1�1 {�Q S, % Cf2 d i• I +�' ' t Q oil- or iB Pn.> tal-/aN 7K 18 AQA,1 I MST37 IF 2 BMS ¢A DIAL. ,- ADJACENT OR ,��►++� l �D la L .,JJ> CONT. BEAM C. vo 41i1� SIMP50N C0%LUMN 2L N) C� �• BEAM C01VA t��.Tick1 woot� p�S7 T C ECC OR EPC -- .- C� 'Pt•.� \1) ci 4- �� y +� 18 Pa ' 7x It9 P/a�1*1-tal` 7 18 PI�R✓a I-/al`� I • . 7 _ �.�� jun 2 �, WOOD POST TO BE/W _ } ; . S—) T A" �1 7,-14 i��,iar� �, 7� I WaN mf-TAL � l� _I'ia2lal.�l� -. l II --t�-I r2 a (C DJD _�D� r,.�E'�Irl`vrsJl;'�K� ter+ ,��:. 1 ,..� T _ _ s 116 S.CA7dL1',a A,7.- St1ta P,. Pr,U)CIDO gY.AGi j i • 1 Y^ ` HEAR PANEL SCHED L 8 D E Its KEY A C snAtxxHa ee 1/�n�xl+aoa a r- �; , . �.�=, _--tea MATERIAL 15� 1`PLYUD 15/32" PLYWD 15/32" PLYWD I5 32" PLYWD l5/32" PLYUD t 'n' I , " o. N0. OF PLIES 3 4 or S 4 or 5 4 or S 4 or 5 � ! EDGE NAIL Sd @ 6" 0C 8d @ 4" OC 8d A 3" OC „lOd @ 3" OC Ipd @ 2'" OC .� _ ' _.. " - ` v i /j, (.� �4iCl )$ p ( Aida a _ T F� ;I , 'vi�dl,e , to; t 3 ti 1 2 it , t _ { FIELD NAIL 8d @ 12" OC as @ ir' OC Sd @ 12" OC 10d @ 12" OC 10d @ 12" OC BLOCKING YES YES YES YE 5 YES -- t i• i _ i = X I SILL PLATE 2X 2X 3X 3X 3X •' ' - ' ""' ; -" ti It i 4 it ' ' PLYWD BNDRY 2X 2X 3X 3X 3X j WALL BNDRY (2) 2X 4X 4X 4X 4X - -- -- -• -- SILL NAIL 16d @ 6" OC 16d @ 4" OC LPGe1Z OC L.AGe. Jo OC L.AGe OC - ... -. ANCHOR BOLT i' @ 36" OC 5 @ 2411 OC 5 @ 21" OC 5 :" @ 18" OC 5 > " @ 16" OC t 1 ll FRAM'G ANCHOR A35 @ 24" OC A35 @ 16" OC A35 @ 12" OC A35 @ 16" OC A35 @ 12" OC j ALLOW LOAD 200 7. 95 365 rF- 8o 650 .-. , - -,„ „ . r P . , HOLDOtdN n (� /a. I� A � AT NST-�9, HST.4.g' HST 48 HST 60 HST 60 ) � ►an.n� g � � loll •t'o �, EACH END 2 -1 rIRMmrarll< ►arum 121 Im a lo• �( 1 1�rJ»R R, JA G 3 HatMMY haI am Ode 10 a(o' �_ L�1/ HOLDOWN TO HD SA HD5A HDGA HD gA HC.1I0 1 r 4 t x . is r auto. rant)-otrr ►a FOUNDATION - � NOTES: ROOF & FLOOR PLYWOOD. LAYOUT & NAIL.ING * All panel edges backed with 1-inch nominal or wider framing. Plywood installed either horizontally I or vertically. Where plywood is`applied on both faces of a wall and nail spacing is less than 6 inches on center on - P g m hall b �(1GI�� T1- Ir either side, panel joints shall be offset to fall an different framing members or framing s e 3-inch nominal or thicker and nails on each side shall be staggered. ( - ' Framing at adjoining panel edges shall be nominal 3" or wider. Nails shall be staggered in two lines { along panel edges when nail spacing is 2" o.e. or when 10d common nails spaced 3" o.e. penetrate framing more than 1-5/8". * Nails shall be placed at least 3/8" from panel edges and at least 1/4" from the edge of the connecting �� member for shears of 300 lb/ft oi' less. j; 1, W%.}t.rXIE l_AC. �o�-TS. ARF SPECii tEo /'�T SiLL P��TeS use 3/b x 8 TYPicNL ��LTs ° F 7-0071" S A r 4 co I-� trt, -�/R a a� t1l t1 W it i+ z x 2.x 3/cam N-hTE . W,�9.. V` I kl � 1 l i t { 4 �s -Cam`��►r s a rARALLAM •= L O ABLE' ES1GN TRESSES: � � CAMBER TABLE PARALLAW PSL DaIGN.A,RES5E5 " - (700%LOAD DuRAITom) 'Y V (100% Load Duration) SPAN MAXIMUM CAMBER r.. � t 25,000 i " ' ° 12'-20' Shear modulus of elasticity G ps 0" Shear modulus of elasticity E •. 2.0 x 10 psi 3 Modulus of elasticity E - 2.0 x 10'psi 20, 3,�« Modulus of elasticity E -� 2.0 x 10'psi Flexural stress Fb - 2900 psin, *. 1- Flexural stress F. 29UC'psi"' Compression perpendicular to rain Compression perpendicular to grain - p parallel to wide(ace of strands F - 650 psi""' 28' 1 y�« parallel to wide face at strands F. � 750 pslm p ry Compression parallel to grain F„ - 2900 gsl Compression parallel to grain Fcil - 2900 psi 32 1'h" ' Horizontal shear perpendicular ! Horizontal shear perpendicular �� , 36' 2- to wide face of strands F. - 290 psi to wide face of strands F - 290 psi �_ 4U' 2'!+' Density •• 45 lbsJft' it 1 For 12-Inch depth,For others,mulVoly by 1 d 10.1 t i (_� (1)For 12-inch depth.For others,multiply by d r �+•' (2)F L shall not be increased for duration of load. 48 23i^ (2) Fo shall not be Increased for d650 ps of load. �� 3" For beams less than 20"deep 650 psi has been used. I (3)750 psi for Eastern Species Parallam'PSL and IV Eastern and Western Species Parallam'PSL. f ..:......+ - 56' 3W 60, 3'A" Parallam'PSL Is produced at 8 to 12 percent moisture content ALLOWABLE DESIGN PROPERTIES (100% Load Duration) Allowable values have been established at conditions which pro- duce 12 percent moisture content In lumber.These values are valid n ® 21t/16" 2.OE PARALLAM® PSL for dry service conditions In which 15 percent average and 19 per- 13/4 2.OE PARALLAM PSL General Notes. I cent maximum moisture content will not be exceeded. DEPTH 5 DEFTti f •'!'ti •"��''_ � : - �� DESIGN PROPERTY ��' •: :; •' ,-.. � •Camber shown Is maximum pvssl6le:actual camber win be ' DESiGK PROPERTY` OP 9y: 9Yi 11Y+'. it'h` Y.14' provided as specified.IS x dead load Is recommended. � _14-. -r �{ '9'/.•. "9.X, i t Y1 tt :.' .:'�: • Beams shorter tharf 20 feet will not be cambered. PARALLAW PSL CONNECTIONS tbs.,► 9,535 10,025 13,800 15,_'80 20.855 26,840l; •Beams less than 20 Inches deep will not be cambered. I Moment(ft.Ihs.) 6,210 6,530 8,985 9,950 13.580 - ; ■ Parallam'PSL lateral nail resistance and nail withdrawal are 5lsear(am) , 4,805 4,935 5,845 6,170 7,275 8,315 •Cantilevered beams typically will not be cambered. j equrvafent to that of Douglas fir sawn lumber(0.50-specific ;'Shea(tbx)s.:�� , 3,130 3,215 3,805 4,020 4,735 : . ' • For allowable notctiing or holes,contact your Thus Joist ; gravity). ;r!_ f.twrwtt o(Invtia C. 175 190 320 375 615 9151 MacMillan representative. ■ Nails installed perpendicular to the wide face of strands shaft be Moment ofylnertia tin') I15 125 210 245 t00 ) installed In accordance with the adopted code, r i ■ Nails instaaed parallel to the wide face of strands.hall be spaced _'r o-,, . . Weight(tbs,T.RJ 7.8 8.0 9.5 to.o 11.8 13.41 N/ei6lit Obi/tin fL) 5.1 5.2 61 6S 7J a minimum of 3 Inches on-center for Sd(2'/.'3 nails,4 inches on- center for 10d W)and 12d(3%G')nails,and 6 inches on-center for 1 16d(31/2«)nails. 31/2" 2.OE PARALLAM" PSL 5'/4' 2.0E PARALLAM* PSL ■ Batt design values are as provided In the adopted code for Douglas fir t0.50-specific gravity). DfPT}1 ■ Specific approval is required for nail and bolt connections not ..':'•';; >^ DEPTH herein prescribed. s_ _ DESIGN PROPIEM DESIGN PROPERTY 9Yi 9'k' 11Ile 11%, 14' 16' ■ Bolt holes must be minimum of bolt diameter plus t5•'"and no S 9y+• 9'h 11'/i 11r�L' 14' 16 18• - %;_ ':;.,' greater man bolt diameter plus 7„'.Bolt size not to exceed I A4onxnt(ftabs j` 12,415 13,055 17,970 19,900 27.160 34,955 43,665 ManK?rt�(tL 16a1 18,625 14 585 6,955 29,855 40,740 52,t30�t ; diameter. i - -•',: 6,260 6,430 7,615 8,035 9,475 10,825 12,180 51,ear QIu) , ti 9,390 9,645 11,420 )2,055 14,110 16,240 t • -• A4o.r,ent of lnvtia*('M 345 37S 625 735 1.200 1,790 Aloinmt of Inertia(irr') 230 250 415 490 800 1,195 1,700 +_ i -.,1:,,,,:.-•.!-.�:;r-,-,r !U, 15.1 1r.6 18,5 19.5 23.0 26J '1YtighC(lbsflin.ft.} 10.1 10.4 12.3 13.0 15.3 17.5 19.7 General Assumpbans for Non-Treated Parallam' PSL: 7" 2.0E PARALLAM® PSL • L,rteral support is required 4t all bearing points and along comprel• ¢ ,,-... ,�. ray. yti•� $ ^: `ro< �: e at intervals of 24'on unter or closer. ( t�C'}�T,_s �irc ,:•` ? 1J_, �x DEPTN P g I PSI '::tt7�.'_v:.•,L is n`k•=Ar "'.-�i3t;,J�.,... . F-. �`e.<'. r 'x pFSIGt�,P OPER7Y': ., �. • Bra lam' beams are made without camber;therefore,in acidly 8' limits of the applicable building cod 216 ,y� complying in with thtdetlection PP j 1? •Y "`�d'cFarvy J1 Y r7y' :,Ltl ;Y r4+:3ict P Y B other considerations,such as long term deflection under sustained m'rnt(ft tt ) 24,830 26.115 35,940 39,805 54,325 69.905 87,325 (including creep),ponding(positive drainage is essential)and aesir t 3 I must be evalwted. 12,520 12,855 15,225 16,070 18,945 21,655.24,360 Roof members shall either be sloped for drainage or designed to ac Is 11 m n me u 7 460 500 830 975 1,600 2,390 3,400 for load and deflection as specified in the applicable building coat . 3W members may be two pieces of 13/4"or a single 3'!i"width be I'' We ght OQft. 20.2 20.8 24.6 26.0 30.6 35.0 39.4 5,1:members may be three pieces 13'.',one piece t Y+"with one p ,3 ' f 3'!i",or a single 5W width beam. .__.-_ 4' i 7-members may be two pieces 13'.-around one piece 3'!i".two 1. { 3W,or a single 7'width bean. see pages.l6 and�7 fo�multip(e member beam connections.•,•. . _ i C1313 i .a( fit..•/ t3 ]�t+T�Al�i +TG Ile 9.CATALM AVE, owta D.REDQI;UQ S1;AtT! - -- CA fNltT77 'rEI,!£!Ut 818-998 088R II -16f3Z a It 9 12, fig, �cE , r . IlipWW)_ :I•r It { �E U I y�L j I t _ 1 l ; k3 4 ` 5 6 >% 7 1 g } I I 9�1,_0# _ _ _ ________ _ _-_ - � I la'V0N _ 1 2n'—nN i — ......,�. ��_0N ._._ _,� )` o��- 1 _ _-__ __..-_. -— _._..--?_ ,-- _......__ ___ _. _ __.._._... __ 1 —_______ 01 El MECHANICAL SCHEDULE cm DANCE AND ADDRESS i i i i i WATER HEATER, QUICK RECOVERY SYSTEM i i i I I AREA IEl El 0FORCED AIR UNIT MAXIMUM BONNET CAPACITY ®--- - FAU 2X4 TROFFER LITE SET INTO SUSPENDED CEILING W '4 FLUOR TUBES PER FIXTURE 1 --� ----. i i I 30 x25 =750SF i i i i i _ SUPPLY AIR DISTRIBUTION DUCTS 750/7=107 PERSONS ON DANCE FLOOR I I I i i WALL SUPPLY AIR REGISTER Wf DIRECTIONAL ARROW 148 SEATS FOR DINING i i i i i — THERMOSTAT BY HONEYWELL OR EQUIVALENT I i 255 PERSONS TOTAL i CEILING TYPE (FLUSH MOUNTED AIR REGISTER) AIR RETURN DUCT CEILING TYPE (FLUSH MOUNTED) AIR SUPPLY DUCT AND REGISTER i I I i I i I i iMM FLOOR TYPE AIR SUPPLY REGISTER I I II I H I I HI iH H II ( I i i i I i i CD I CEILING MOUNTED EXHAUST AIR FAN (NOTE: MIN. OF 5 AIR CHANGES .� PER HOUR REQUIRED FOR BATHROOMS) ! I I CD I i I I i • SMOKE DETECTOR AND ALARM ON ELECTRIC CIRCUIT WITH BATTERY BACK--UP I I I I I I I I i I f I I I I ! ELECTRICAL SCHEDULE 3 I I I I ! I I I I 110 V DUPLEX UTILITY f OUTLET. I ABOVE FINISHED FLOOR I—%I I I f I t t 60 WATT INCANDESCENT - RECESSED HAT FIXTURE I I I ( I I ( 1 I =PLATER PROOF G.F.I. =ON GROUND FAULT INTERRUPTED *_� 220 V UTILITY OUTLET INCANDESCENT LIGHT I 1 i I I I V i I I C}- ?- I I I I I El 0I ! ( I SWITCH; (3)-3WAY SWITCH (4)-4WAY SWITCH (D)-DIMMER " SUOFEED — FUSEBOX k C i— '{--"— ' ——— —- ——— —'--——9I— C � � TELEPHONE OUTLET — WALL MOUNTED t.� FLUORESCtNT TU13ES IN FIXTURE THERMOSTAT — WALL MOUNTT=D DOOR BELL CHIMES I I I p ( I I I I I I I I TELEVISION ANTENA OR CABLE PLUG IN — WALL MOUNTED 40 PAGING SY%"TM -- INSTALLED BY OWNER UNLESS SPECIFIED HERE I ! I p I ( —�— COMPUTER TERMINAL PLUGLET HALF HOT RECEPTACLE SPLIT WIRED __—_p___ ____— D t I i I I t1 "� e 5 �� in'—oN 20'—nN f 30'—aN ' o'—nN In'—nN -__ _ _.�_-__-__-__.__.._---�._______________�.__-_-__ �___..___..__________- —09 t / 1 / 1 � 1 t � 3 4 5 t t 7 t t 3 DD G./ Y I A R � lv�e A CIUM� PLANNING ENGINHMUNO I I / T>!,/" 118 RUT"A AU.$cite U.1It I"w(m J� /�' �e"t� cA aaz7r Ax s0-37e naaz -v-_--- .....___— —....-------— ---- _.:_.. _. -., +ww�'a,..n�t.a�vs•w.awl+.°..a�s�:rrs_sw�.raa'�,.a3,r-�a+lcs __. _.__ - -- ,.. _............ .......... ....._,. ..,..«... .-.... ..:...w......w_..w..._....,.._...�........_.. .:._.,-,..,.�.,.._. ..>w..,:.-.. :...... � . _ , a:ue•s;.x<:»,»��rtix.�.»wta+. 12 -_ _ __...__.:_.__..__..,. .. - lull... ,.,r,,:......ar....e,. .....a ....:.-_ ._......,.. ......- .. ......-.._ ..... _ ]f IPIMI„kP5?h'.•W',Y4R4YF,W,DWtINR[*^.4 y,y PgQq..y>�%.tlR' --.. .. . .. .. .. .. -.. .. ...". .- ♦ - 'sY�n%tluJxYNF:.ayti.V'k"Ixat.43P+aFM4aYcu avt..•yyP'xr:§.as✓YP•w„V..:Fna:obrvterWi-•iaw9.'.via.s.r.:,v: ru.s..:,.... :..,naa,nr.+ww.+u.e-.w.,:w>'exanu ru..:rn.. a. 9"" ... +.'AIPa.WPIkRm?Sff5M.N 9"'.lvTi. " ,. _-.,...... - ..... ,. ,.. .. x:. -. v- ,• -.ort+%aa4H.Wv •%Jt+at�..sl(„JlhNvus�aa'Li:WI.-wY...<awN,P..S.V:4Aa nuM1.'m .•. ..., .:... .. ..w.. ..." ;-. ;•,'- :a:.....sr,.z�'.rLL" U.ski'N.�•rt-,ws�n•aeb.<�,a�• §aiwa�:wavi�axa...tt...aviJ -. - .. .,. ....._..,..._........,•.... ..„....,.«r...,+.«..,i,.x,u. ,.imw..*.m., .. va.,.,*.,a a.« «r�-wxara-«,. aswm.e.*ew.,s.,..ua..n, .m.z+.cA*r»v*+w» ..�F.ck�+bfasaadlwx:>tdta _ �s+.. :�4»uawNrc.,c�."wv�-�ra8c�i5l� c.. ..,. � .. -. . . • ,• -- : t f r a P , 1 1lnistaX aanLta t'1' Cata11Lt1ae ahA11 b♦ LQantltied' by All i l ro 1 e 1/!"; th i a k. 12" In diameter 41 t h 'q I% *Ctttae S t'r•l� Daoe■'"r sesto"so ta►•e•s sextnry .tl,atl b{ti•wdfSwd, f 1' ►J i *4�lusttl 34 I!{ inch Otkt:whit '4+' Lhlak triangli supsrjr,porod on the circle and *dt'•a3ZMic:Il+�tarRn�tla�•�wr=Po�.dtett�r*rd. within the 12 diaseter. Wes• _ _ 66 • ; ,I, diaa+etera aanierry 6td(ldes shall he fdeatitiad by a tfrtia.ft4 bc.t tAlc•!t and u bxict tae b. The, dicta r. r _ nee batwea n the center lent %of a we a t ' cAoatAt ' rtxl C r M •, .• ,.� ..' ... .. �` MEN WOMEN UNISEX aEs7RooMs s a n a d j a i n l nq wall r h a i i} b e 2 S 1 ., �" t1 t'•�" ct t Tt�aats Ceorna trb tt 'r'd t 6M 04 a Aa1 gm Al W both"sad t*Mier � wA Lt-St C N,�tE._(TYP.l ' krr~ gl A* / m I n.' c '� and mn cast shall be dbxdnc d y differ nu from the co I ar and eves-la of the door. •• wry See correction ld also.' '� r~ ■ i E n s " 'r °° .+ a. Grab bare �/ ' ale the Hide oC water clo>aet:s shall be _«.._.' ' ' locrat+atj 1's" to 16-1 2r ua " a�et.r J (p 1 o r minus nu a i ) from k h e Hnt*•alex and dzxut Ir7\7. Canter 1 i rid o Z th o V I "�`•� p{per a,cwm^oSa tmdct'tt ralrx�sttsll be•Atilt closet stool Eip I I ,y, per � �ALt1UCdof W�AdIA .T�MR� Q L7 F "'^'Y L IY . 0 o r r e a t i , stool.;- .�e e � 1 ttt�ali l�p0 abrm rr arrfx�el la�•aco�tiezt„ ' s, t WOMEN MEN I on' ld,�al ato. uN,Scx j • •' °Q r — ---- F�r�tom,a Diet and open,►&C ruts ma,A4 tw ' ^ ! I { �• oprxz<•b1e*salt oea Aitr►d and nhaU net t•ie,grlry dt#t i In penal raT, in ordar to comply i n wi th; botJt j ��°L p�mB or t*•itzing of the*TM TM force requirInc!to actin�te oaacolt lb Ube me pet, � DOOR MOUNTED SICNAGE (TYP.) j C o r r e a t 1 o n lb and 1 o the center line e o f the water i h:a S 1DG Leer-operated,pasb`•t;ype rod down m fr��rA moadu uo s arm earam plea n( � ' }{ate Ha(bndrxtr Motx, . ,oC",.,s .,solo,um rr+rro Mc ,tor • "cou+"c.ON 000rt-ern ew".cG t l o a o t taw_t: b e located b a t x•e n 1?" and= •.1" s1° de4m Selftiocis�vsIrn are al kmr It 6e FiIM mrmx.nt for at the 'teas o[ the wall. 1 Lrasi 1 1 . •. _ + kla•tfOs.aoeda. *t a �{ r I r ri y� a WA" 10"M sew[TO K Doo"-110UN to , its wutto au or D 01- or s+Q+wct uoo" ttT or DoCOMP.RK 1 i VOV111 At fC TO CCKTL"UMt } 3. I•kaYltle la-hnchea + ;f olRsot to Crox the centerl tote a .; - ---or s+cn r,w noo.r a t tlt%:Adjace 11 t the wtwr I - 7 ` i • ,do l 'flush controls shall be op•e abl a with one hand, �,. ' 'emu ►hall trot rogvtc• tight graapin9, pinching, or EJ , i t� tir*q aC flea wrist. Concrole _.. I ' , ''test",.o "axes`, 'd Par the Cluah valvor •�,::� n •,....'..... � I ! (Ails 11 bAt ..+..�....... r ' a'4uttt:►d on fife wide side of the toilet. areas, .r ' i{>cr �►ora than /<-Inaba• above the floor. Tll• force cxwtll'fiaof tRp�.ca ^T^"+'+O..n,.n l {�"0' AtAX y rm,Vir•d to activ*ta con[rol,e she j Pia shall be no :graatrr than ;: • 3 i./!H 5e l till }1•�+"• rin^1 e LAVATORIES c.^�*"""^..w.,t o+•".t I + • , oow.csa o.a..w K,t•t;•y r Y'a u caru.crc"s � tit` provided, at laaat one shall have a ��°� . I � r t�ce 30-ltsches vide X 4.1-inches long. In front of •'t.Aa uxir.41. •---- _ I t �4.11" t CONTROLS, SWITCHES AND OUTLETS * W"" ••,••'�"' } •A. °,;►'mw,'W :urinals era' p[avlded, at Ise■t ane `with e, - [1� ' p1{}. '17' 1. F�atrrtpier of Mae Probactton and Handrail Extensions „�°I"mI 'g c"lnlseu•t o[ 14-lneher Crow the wall and at - _ _ __._. .h1 'h^xlrua «[ 17-1nnher abovq the floor shall be -(c1 W SW WV �i 1�' `' •, Handrull Grab Bar , (d) i 9 Flg.39 HandnU tL. 1 '7•lunt1 aaatrola. shell be operabler with one 1"and „and , "+hall °rwL r+quitce tight graapinq, pinchlnq' or twieti►"q !`•` 81»eandSpactngotHandrallaandarabBara of t1he wr'ar and aheli be wounted no' *or* 144•-1 then r+e wbovw the floor. The force treguired to -� aaclvatt.s •a+++trols sJsall 1►. h twit •M 'Vhat•c than 3 powtidr per Parkingt 1•► Nh,r* a Bit gle diaNbled parking atoll I'm i •j, ; .c Ahall be 14 0 vide and outlined to "., " { , ( M � M y s � � 1 mid® provide a 9 0 Plush Rfaer CUabte Tread Width and llnmpteU of Acceptrbte tiotlnpi AeuMMt Heetnq 'f` 3 _©n�"- ' �etVw"�eep Parking Arena slid a 5"-o" loading and unloading t ° Area R tl�hSl..,1ZA lUl'Tt1S1R�.JIS d�.Q..C_t h 4 �h.�,Ul�X -� M .n wr•r,rr...i• • , 1 it—��V.J .� 1 "•+''^��C../,`� 1'_.'_`_..'1� �� DGC�' �, [ I { ! skin 1 tt I �` '0•• I b F.nch p+ q Apace roaeeve•rS for persons with PnyntcAl dlttabilities slim II be identified by A - �' <n 2/�C'� ems.cz.-s - i - �f�{►�t, - r�. Ott t� (bE /J(3 L� T� r*Clectorizad a jgtt L114Permanently posted P l rah•d sat®I y adyAcwnt: to attd visilsl• [tore .nch >•trll or ap�cr, �-••^« {{ -- 1 - � +%• ,,,ta-. . . cats ist inq of a prof lI•+ , view o[ a wheelchair with ocetlprttC in white on dark blue background. The mign �.t • M -#4 .✓A D 0 i9e ' 4 tr< ''� h�i f� IIOE �+®� o` T�E °Fos�6t' T r shrill not br, rraaller thrn` 70 square Inches in area and, {® © � when in the path of travel , shall be posted at A Q ��' ✓�►�'C� �y pt e ,, (�/ i ut. ha ight Of OA" from the bott:oh of the sign to 1 f { the pa r ki nq space f in i shed ------ 1 grade, Signs ray alas be % f centar4tl on the wall at the intwrior and or the parking �,,; .% � • I� space At r minimum height of Td" from the parking space { �` tinisit+rd grade ground or sidewalk.ice,.✓' id- P` �f 1 . fii,"r Pt.��.-('� �-�-- . An ac11t l t innal n iqn stTA 11 A I so be posted, In a t „-, _ } conxpicttous plate►, air each entrance to oft-srtiCoat ._ .' l { EI ; parking [.�cllitler, or Immtdlataly adjacent to and QJat3eR tJ{JPCQ .0A Pusrt� ► t,a r� pull I , vltglbla (ron• ench stAl1 or space. The sign shall be not J, N 3� lerta t1inn 17" X 22" in sixe with lettering not , lawn t5� Corers=�;,•-bo+t _.: ©QOR hAPOWARE L tltatt 1" in heigitt, which clenrly and conspicuously x=s� MiNIMU►t WHEN WATER CLOSETS ARE IN STALLS � +� stAtOm the following: X=Si" uiNiMU►1 WHEN WATER CLOSETS ARE NOT iN STAt1S ft MCUCH AS IN SINGLE ACCOMMODATION ROOMS OR II M TOILETINO SITUATIONS) r ,'� \ I r "titt>r*ttltvrlred vnZ1JcleA pArknrt tot Onsir7nAterd hAn,ilc.Nrpntl r' n*+ RpncQv trot dinplayIng diatlnqulehinq placards or X itlza•kttMtaw �� 1 icernna pities lrsuec4 for t,hysichlly dlaablerl rr+r9amm ■+ny be towed away at owner' s expan>4r. Tpvad vnl�)clrrs r1�► X, 4z°4iN, 3ti"NiH, b ►tAX. �� i 1]1RY be rRClairwfld At. * . . . try 11"WI t falN F°1a,"� t•rAlt J't'Ilntmum Q`crr'JVktth Mtnhmum Clear W1dtfi �\` t C^I t ph o n i n q. . . . . .. . . . . . . . . . . . . . . . ." ter 8 tnp N VVtt ltt"rk bt TWO 13. 1*ivontorinn ahall bu r.ounted wltli a i*lnlIouat dlstnn":n of ) 10 M Y:4 / F• P c,I f lA" to the cancer' lima oC fife Ctxtura. Accaessibla o 0 lrtvatorlas shall be atounted with the 'rise or counter , Jut f surf ace no h tther than 34" Above the f inl,shed floor. �laq At kitchen ainka, faucot controln and operating rnci,nnirme shall be operable with, one band And altrlt Thmholds nett regtllro ttght grnnrtnn', .pinchlnq `or 'twisting of the SIDE VIEW i WNT VIEW a u► • . �/ _ +:riot. Tits force required Co nctiv,ate controls shall be T .. i .no greaFct' than S IbC. Love+-operntad, punt-tyre rn�l FLOOR—MOUNTED N/ '�' ql®ctronlcAlly controlled �Incitnniarls are axawplatt oC i ,t-Iir t+ccRptslblo rlctmlgtts. Svt1F-r.Io+"lnrr vnlvert Kra +tllove•t It the faucet re•tnins open fnr at least 10 nacondte. t � . I 't 1- :. 4b'I,�.oCe 'Dr�jeaClnq Crane walls (Cos example, teleNrtone•} ,��"'-- . i • • ,•»• 1 . ultll-"�'the�t'',:lsadlrxj. odq•• between 17-1nCllau At i � 910-1t�Cha'9 abovq ells flnlan•d floor sha11 prOttuJe (rs/ � r a+ora tztan 4-inchrea lka, hails Into va , rrtrlora � �, 4 ; • r ,~1 p.aasagavaya ar alalar ... .. • a M , i `` I _ 7 �. D'b'�actm 'wq„n[rd Vltrt their leading edgy• et: or below !_ _....� � n r � r r r r r 1 + • A7- It% "t %A ,a.bove the Clntahed Cloor may ptvtrutle any ..S .qY r tl'Yk? yt 't:,1N atii, d, �;,'' ,-v + vi _ �it \ Q I '• r•1R1 W t tp"M M h Acrt9tl►t tilt 4 i s7. p ea in laws i t (l t�tiru t "ck,ang 1, except between a walk or L ' / 17 4 o • x devalk +end an adjacent attest or driveway, exc.,,iln9 ��-.�_. _._...__.�". •-� • ;^ tschea in A vw>;tacAl diren•1on, each as at planters � N jt or t Dean t a i n a located in or adjacent to walks, S*nxa°a t c 1"a ti7lti es, Whrrc scpm:x Gcili d cs sre prrrr'sdrd for a I d e v a l k a, or other p"d e a t r i a n ways shalt be Identified pennons o(c.th ra,w parse feet h tiei shrill be pro-nded for tvu+dics pp dM t rxJxl►�prxions of by ou r h o p r a j a►c t i r,q At least tl-inch•a In h a 1 g n t a b o v e each sot also. Where nniv:x f3c idm art proyv-W for tsar-hsndicxppecithon diuhled pat�orts, 12 min j `� �{ 1— •,/' l r tat s u a l k or aid•v a i k surface to y a r n e n s blind or a stxil tmisGx Lac ai ti a shall be prvYidexl for the k wi th phyt seal dizshtliti tx, pot•ntiAl drop-oCK, When a 9v•rdrail or handrail 1■ � provided, no curb* is required vh•n a quid* roll la t ( r p r o v i d•.d center 3-i nclt s• Plus or' x i n u a one-inch above The�rM of w^c r mhlc Mnr clooen shall be a minim om of 17 bches and arc xim tom of 19 ibc2 � ax�esrxrd to eels tap at the toile sou_ CooaoLt x2n11 be opmble�one hand.•red shall oat T'rgoorre I I tJaw auYCea• or t.itia walk et' sidewalk, the walk is ' ' l p.ro st+t a►t l awes'q r ads a n t cc tw adjacent hat►r d exists. �x p hi+[or r�••isua j oc the-•wrist. Conamb for the C ath rxl ors chap be movued oe t1be ' wide aide of vx1a attar.so■om than a•1 toches sb*vv file Oaor, The force mgnatd to am rim I( ; 4 coon obt cha11 be.o FTw or•*t&A 3 p000ds fort+ee. D , +D -r r r ( .c'T ) i I s, xn �Rl i k i s i d \ Min t'S2S-mm?Ma mew 8 ace tb, � � } t ( ) v T•Bhaptd 8pece for t ea Tt,►r„ M 4, i f • MIN, � 1 �'o"—..� I\ Flp,3 t10TE OtrT+ertstona t►t"owrt app►y*fie+It C 46 to(t?2o t rmj ` � Whsetchalr Ttrttlnp 9pa�et � t(al P1 I• \~• t � MAX. !4"Ttaw 4, AX. ce-oAl Etc) it A'5 .4 AJZ 116 V"E)LV ARCMTECIVRE 9 8" MIN. PLAN OTG MIN. MIN, (q" MiN t<, �tvanva �+c� I i 9vito D.tU710ND0 BF.tcn� � ti =.. ©Ir lI , Jk_ , H .......... . i, _ _ (lh►� '�!� try G'�° —_- �� 7 I r2 l a, r~ k Q'- a 9Q _ _1-----_.._----_ _,...._.._. —.._.._----_...—__...._,..._._...__ - _ __ -----_........ _ i 1 I I 101-0" i 20'-0" j 30'-0" ! EO`-p" I 10`-0" I _-- ——— __..._.�__..._.— __ _ _�_ 1 _ _._.._._.___—__ - �— —� -__.— _...__..------_ --:. _ ..._ _ _ _ _ --_------_ -----._.__ ...__ ——._ MECHANICAL SCHEDULE I _LFLJ WATER HEATER' QUICK RECOVERY SYSTEM I DANCE AND ADDRESS I i I AREA i i E .� i i , FORCED AIR UNIT MAXIMUM BONNET CAPACITY I I i 1 _ i 2X4 TROFFER LITE SET INTO SUSPENDED CEILING W/ ; FLUOR, TUBES PER FIXTURE ,� __ -- -- —_ ___ - __®_ ----- -- ---------- _ — u _ _ SUPPLY AIR DISTRIBUTION DUCTS PLANNING 30'x25'=750S ' -- I I - I I i i "" WALL SUPPLY AIR REGISTER W/DIRECTIONAL ARROW i i i I i 750/7=107 PERSONS ON DANCE FLOOR i i i I I I I I I 1;7}- THERMOSTAT BY HONEYWELL OR EQUIVALENT i I I i i 148 SEATS FOR DINING I j CEILING TYPE (FLUSH MOUNTED AIR REGISTER) AIR RETURN DUCT 255 PERSONS TOTAL i I i i I i i i ( i i I I i ( CEILING TYPE (FLUSH MOUNTED AIR SUPPLY DUCT AND REGISTER E i i 1 i 1 i i HM FLOOR TYPE AIR SUPPLY REGISTER [ i i CEILING MOUNTED EXHAUST AiR FAN (NOTE: MIN. OF 5 AiR CHANGES I I � 1 PER HOUR REQUIRED FOR BATHROOMS) CD of I I 1 I i I 1 i , I • SMOKE DETECTOR AND ALARM ON ELECTRIC CIRCUIT �'ViTH BATTERY BACK—UP 1 ! I � I � I ELECTRICAL. SCHEDULE 1 I I I I I i I ( I 11D V DUPLEX( L.ITY OUTLET. t ABOVE FINISHED FLaaR Qf)=WATER PROOF G.F.i. =ON GROUND FAULT INTERRUFTED 1 ; BQ WATT INCANDESCENT - RECESS7 D HAT FIXTURE 1 I I I ( _ I 220 Y UTILITY OUTLET I I ( I ( INCANDEscE''ff LIGHT 1 I ( ( I I I I i I SWITCH; (3)-3WAY SWITCH (4)-4WAY SWITCH (D)-DIMMER SUBFEED — FUSEBOX \ I I I I i I ( / t ~ TEI.EPHONE OUTLET — WALL MOUNTED FLUORESCETiT TUBES IN FIXTURE l W DOOR BELL CHIMES / — — —y I — _ I _ I I `--- THERMOSTAT - WALL MauNTED 1 I I I PAGING S1—.-,M — INSTALLED BY OWNER UNLESS SPECIFIED HERE I I i I I I 1 I c:� I I � TELEVISION ANTENA OR CABLE PLUG IN — WALL MOUNTED --}-� . p l I I I I i I I I HALF HOT RECEPTACLE SPLIT WIRED J ( I I I COMPUTER TERMINAL PLUGLET 1 M I i I ! _ ______ t — -------_.-- _..._.._.— -- I I " " i / " I / " tf1/....(}N ll1J U I� to 0--_�_—_--_—---°_____ -_.___-----3°�°___________ --__—_---a___�. ___ �__—___ I I I i i I D D 51z, t� vV O ! 1 j I /ell iitl 9.CAT6L0iA AVE.8ufte A,IiF:A0ti1)0 H$kCH i M r. ,_...�".art.,,.. ........�..._.w,..__��.,.�,.,-,�.�.,,, .. ..,m......-__ .,,-.,.....,-......-..... ,�. .-,.�.....» _.� --- --'� ..wry.:.: a i i e-� HEAR PANEL SCHED LE KEY A 8 C D E tenor $"fATHM stM.L eat .Il PLYH= R.0011 SWATWM SM.L BE ; ''PLYWOOD 1 MATERIAL IS 2t'PLYWD 15/32" PLYWD 15/32" PLYWD 15/32" PLYWD 15/32" PLYVD ii NO. OF PLIES 3 4 ' . orS 4or5 4acS 4 or5 � A ! EDGE NAIL 8d @ 6" OC 8d @ 4" OC 8d A 3" OC „10d @ 3" OC 10d @ 2" OC -- -- -- � �. 3 ti I i 2 tt tt FIELD NAIL 8d @ 12" OC 8d @ 12" OC 8d @ 12" OC 10d @ 12" OC 10d C 12" OG j BLOCKING YES -- t ► t. ' _ .... ' .... X YES YES YES YES SILL PLATE 2X 2X 3X 3X 3X I r tt tl 4 tt rr + PLYWD BNDRY 2X 2X 3X 3X C 3X WALL BNDRY (2) 2X 4X 4X 4X - 4X SILL NAIL 16d @ 6" OC 16d @ 4" OC A. OC + 1 1 1 1° I LAGG12 L.Aeae: JO OC L.AG e OC ..^ ... cJ�7,_C ANCHOEtr BOLT '' @ 36" OC 5 @ 24' OC 5 @ 21" OC 5 :" @ 18" OC 5 ' @ 16" OC t t t _ r t t t _ U ( ! _- FRAM'G ANCHOR A3S @ 24" OC A35 @ 16" OC A35 @ 12" OC A35 @ 16" Cx: A35 @ 12" OC ' _ ' ._ ' _ ' I CTD 13JD I ALLOW LOAD 200 Z 85 365 f go 650 ► ► ►► ► ► RooF ► 1' 1 ( �� ' HOLDOWN AT MST♦% MST 4-e• MST 48 MST 60 MST 60 1 cage MAU-" g � �" im •6 ' EACH END l • t �'J 1 �' iI'h� # f�R,�� {�(�'� � } 2 SN?FRNED1fl1E MAIL TM 12 tact a' HOLDOWN TO HD�R HDSA HDGA HD gA HC.�p a evrtnraRr NA2LIMa1 dd G ' Loa • FOUNDATION 2 z x 4 miff a". T1t0:7Ur No t ROOF 8 FLOOR PLYWOOD. LAYOUT & NAILING ! NOTES: ' I # All panel edges backed with 2-inch nominal or Wider framing. Plywood installed either horizontally f or vertically. +' Where plyt+aod is`applied on both faces 'of a wall and nail spacing i:t :Less than 6 inches on center on - ` either side, anel oints shall be offset to fall on different framili members or framin shall be P ) g g FiG1a � i 3-inch nominal or thicker and nails on each side shalt be .staggered, Framing at adjoining panel edges shall be nominal 3" or wider. Nails shall be staggered in two lines i along panel edges when nail spacing is 2" o.c. or when 10d common nails spatted 3" o.c. penetrate framing more than 1-5/8". Nails shall be• placed at least 3/8" from panel edges and at least 1/4" from the edge of the connecting member for shears of 300 lb/ft of less. i i Lac.. S.6L-rs. ARE SEledj t r_, A-r SiLL PLATS usE. 3/b x g TyP{ChL �I A AteC-NoR." TJ -r5 _ oL d ['o01i1K Co S t4 ALL. !S v 3 ' PLATE , W / a o{ ttla WITµ zxz-x �� i i I r11�. 'gn S'ttresses-&Co_nnet�ns_ :OE•PAKALLAM�i 5L A OWABLE ESiGN TRESSES. COMBER TABLE PARactAnr� PSC DESIGNSrR�SEs (100% Load Duration) " Y, SPAN MAXIMUM CAMBER - (I(IOb/o LDAt7 DUKA710N) III Shear modulus of elasticity G = 125,000 psi 72-20 Shea Mod = 0' r modulus of elasticlty •G 125,000 psi s Modulus of elasticity E = 2.0 x 10•psi5 20' ulus of efasticity E • 2.0 x 10'ptl 3S" b M sa Flexural stress Fb "' Flexural stress Fi = 290t3 psi"' = 2900 psi 24' t" Compression perpendicular to grain Compression perpendicular to grain �' xB• + , parallel to wide face of strands F4 = 750 fist"' %-,,, i°'s_�t��;a �I •'k� i parallel to wide face of strands Fry= 650 psi""' "` t/' i Compression parallel to grain Fclt = 2900 si Compression parapet to grain F„ = 2900 psi i P 32' 1'h" Horizontal shear perpendicular r ! Horizontal shear perpendicular �� 36' 2" to wide face of strands F. - 290 psi = 290 si l to wide face of strands F P �_ .��- 40' 2Y•" Density ' _ , 12 0.11t ' --� �!rK 2th" (11 For t2 inch depth.For others,multiply by d 0.111 1 for 12-inch de th.for others,multi ly by (d] _ O P p `' r � � _x _� : ti _ i:.!�_ 30. i (2)Fry shall not be increased for duration of load. ;a,1 �� 4B' 23." i Q) Fo shay not ss than 2 ed for duration of load. t - For beams less than 20"deep 650 psi has been rJSect, a (3)750 psi for Eastern Species Parallam'PSL and VY.'Eastern and Western Species Parallarn'PSL. 56, 5Z' 3" 1 ALLOWABLE DESIGN PROPERTIES (100% toad Duration) 60' 3'h" Parallam•PSL is produced at 8 to 12 percent moisture content Allowable values have been established at conditions which pro- duce 12 percent moisture conten in lumber.These values are lid t va n ® 211/16" 2.0E PARA1_L AM® PS r for dry service conditions In which 15 percent average and 19 per- i f . I 13/4 2.0E PARALLAM PSL - - CErleral NOteS: cent maximum moisture content will not be exceeded. - _ . _ •Comber shown Is maximum ible;actual camber win be j ti'• :.Y: < .- - - DESIGN PROPERTY DEPiIt d ` DESIGN PROPERTY 9t/i q'fi 11'/�' ttrb' 14'` provi ed as specified IS x dead load Is recommended. 11 - •Beams shorter Chart 20 feet vwin not be cambered. - t A4osi+ent(1L lbst)- 9,535 10,025 13,800 15,280 20.855 16,8 t0(: ■Beams less than 20 inches'deep will not be cambered. PARALLAms PSL CUNNEmoN5 { Moment(ft Ibs..) 6,210 6,330 8,985 9,950 13.580 -.. ■ Parallam'PSL lateral nail resistance and rail withdrawal are 5!►ear(Oss) .=='. 4,805 4,935 5,845 6,170 7,175 8,315 'Cantilevered beams typicafry wf8 not be cambered 3,130 3,215 3,805 4,020 4,735 , A . •. I equwalent to that or Douglas fir sawn lumber(0.50- specific • For allowable notching or holes.contact your Thus Joist gravity)• _ {rrl-. Momes►t o(tneitia Go9 175 190 320 375 615 91 i MacMillan representative. ■ Nails installed perpendicular to the wide face of strands shall be Moment pf inertia Gn') 115 1'_'5 210 245 400 _ t installed in accordance with the adopted code. i Yyeight(ibs/1i►► R) 7.8 8.0 9.` 10.0 t 1.8 13.4( 1 ■ Nails installed parallel to the wide face of strands shall be spaced Wei t 06s/hill fL) 5.1 5.2 6 2 6S 7J a minimum of 3 Inches on•center for Bd av:")nails,4 inches on- center for 10d(3")and 12d III%)nails.and 6 inches on-center for 1 16d IVA")nails. w Bolt design values are as provided In the adopted code for I 31/2" 2.0E PARALLAM" PSL 51/4" 2.0E PARALLAM°° PSL_ Douglas fir(0.50-specific gravity), ' t ".;1}EPTH 0 Specific approval is required for nail and bolt connections not _ DEPTH DESIGN PROPERTY -- herein prescribed. DESIGN PROPERTY �` gy; 9+h■ 11 ' 11rrG° 14' 16' M Bolt holes must be minimum df bolt dlarreter plus'.'u"and no 9'/.' 9'h'' i 1'/. 1/n4' 14• t li` 18' _: -- d r n bolt diamete p s A..Soft;ize not to exceed :.• _ tame er _.,. greater tha r Iu '" ti.• :.+< ►4n.►►ent 0L 16s,) 18,625 19,585 26.:a�:9,855 40,740 52.430(t ' ' M.ro nt(ft.tlx_) 12,415 13.055 17.970 19,900 27,160 34.455 43,665 f :::,,:� •; •,�, n: 6,260 6,430 7,615 8,035 9.475 10,825 12,180 Shea!Obi) ;; 9,390 9,645 11,t20 1 Z,055 14,210 t 6,240 t -•-: Moment u(I"ertia'*1 345 37 S 625 735 1,200 1,790' Moment of Inertia(in? 230 250 415 490 a00 1,195 1,700 c_sere ;ram,,__:• �W -{a•r;• .r. :r ;r R) 15.2 15.6 18.5 19.5 23.0 26.3 '1YnghC(lbs/Im,jt.) 10.1 10.4 12.3 13.0 15J i 7S 19.7 W �Ly,; _ i General Assumptions for Non -Treated Parallam° PSL: (�(! -- 7" 2.0E PARALLAMO PSL -- r• lateral support is required at all bearing poirrs and along compr�s• edge at intervals d 24'on curter or closer. 3�. .r•�.v:,�i;t t�^'"`sir`'" Parallam'PSL beams are made without camber.therefore, in addii ' j ESIGKP OPt�2TY .�... �, • `il yy .:a4• r 276 8' tom lying with the detlectiort limits of the applicable building coo p a other considerations,such as long term deflection under sustained (including creep),ponding(positive drainage is essential)and aestr Moment(ft_11ii- 24,830 26,115 35,940 39.805 5t,325 69.905 87,325 . * must tx evaluated ` s) €� )2,520 12,SS5 15,215 16,070 18,445 21,655 24,360 � Rif members shall either be sloped for drainage or designed to at j and deflection ass ified in the a hirable build'+rig cod+ f en n ine u 0 460 500 830 975 1,600 2.39 0 3 400 for load pet Pp • 3'h'members may be two pieces of 13'•"or a single 3'h"width bt:., weigh6sF%li� ft. 20.2 20.8 24.6 26.0 30.6 35.0 39.4 5Y:members may be three pieces 13.',one piece I V. with one p 3'h",or a single SY.•width beam. 7,members may be twv pieces 13:'around one piece 3'/i",two f- { 3'/2',or a single 7'width beam. see pages.l6 artd�7_foymultipie member beam connections.•, . ' ' _ PLANNING � �.+�/ •�1 lAJL'��4101YJI.�.:T4k�JM'kllt 118 94iTrI1,R(A dVE. 9ulta A.RFJ701(I70)3Eh(11 C,1, DOE'P! 1"'D,kPAX 3I0-979 0883