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07-2849 (HOSP) Def Sub 7 (Hand Rails)4W City of La Quinta �a Building & Safety Division Permit #+ P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Project Address: i _ 2 Owner's Name: A. P. Number: 6 (f , Q Address: D cMogn Legal Description:' L l F Z] ty, ST, Zip: Contractor: Si�7 Iwo Telephone: irj Address: Dr— — C—LP City, ST, Zip: f �- (22 `� � Tefephanc: State Lic. # : 1 37• '% City Lic, #: Arch., Eagn, Designer: Address: /y City, ST, Zip: G Project Description: /47U D J�t� 3 Telephone: - State Lie. Name of Contact Person: •- ]"7 $— A� r T— Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. pt.: # Stories: # Units: Telephone # of Contact Person: 3 • 7 r ci —77 9 Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Ree'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Cales. '' Reviewed, ready for rrectio Plan Check Deposit Truss Calcs. Tide 24 Calls. Called Contact Pers�4 Plan Check Balance Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan V Review, ready for correction ssue ti Electrical Subcontactor List Called Contact Person Plumbing Gran( Aced Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE.- '"' Review, ready for correctionsrissue Fee Planning Approval Called Contact Person A-1-P,p, Pub. Wks. Appr Bate of permit issue ` School Fees r Total Permit Fees P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLS TAMPICO LA QUINTA, CALIFORNIA 92253 TO: CVOUNG TODAY'S DATE: /5/� PROJECT ADDRESS: APPLICANT NAME: SUBMITTAL: BIN NUMBER:pr_,_i� INCLUDED HEREWITH: TRANSMITTAL LANS E]REDLINED PLANS VTRUCT QREDLINED STRUCT ❑TRUSS ❑REDLINED TRUSS ❑SOILS ❑REDLINED SOILS ❑ENERGY ❑REVISED ENERGY ❑CORRECTION LIST ❑OTHER \ tm, I 111 �lq BUILDING & SAFETY DEPARTMENT (760) 777-7012 FAX (760) 7 77 -70 I 1 ATTENTION: DUE DATE: �all/02 1:13RD 114TH El5T►e PERMIT NUMBER: O ❑REVISED PLANS [IREVISED STRUCT ❑REVISED TRUSS ❑REVISED SOILS ®APPROVED PLANS ❑APPROVED STRUCT [QAPPROVED TRUSS EIAPPROVED SOILS ❑CUSTOMER RESPONSES -BUILDING DEPARTMENT USE ONLY- GREEN SHEET TO: ❑CDD ❑(W/Plans) ❑PUBLIC WORKS []COVE CHECK FT (w/Ap„plication) LOCATION ON BO7's'Y LEMIDDLE RIGHT SENT TO: SH ASSIGN NON-STRUCTURAL TO: STRUCTlNON-STRUC`t COMMENTS: C:(-y 4 Sep a"Mraj P.O. Box 1504 RECEIVED LA QUINTA, CALIFORNIA 92247-1504 BUILDING & SAFETY DEPARTMENT 78-495 CALLE TAMPICO Sf;P 6 Z009 (760) 777-7012 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011 Q0N$TRUCTQN 2007 NON RESIDENTIAL PLAN CHEC> CORRECTION LIST (os) DATE: September 16, 2009 STATUS: First Review PLAN CHECKED BY: Burt Hana a / YES TELEPHONE NUMBER: 760-777-7023 ADDRESS: 45-280 Seeley Drive - DESCRIPTION: Guard/handrail APPLICANT: Charlie Morris PLAN CHECK #: 09-937 This submittal has been checked for compliance with the 2007 California Building, Mechanical, Electrical, Plumbing, Energy Codes and the City of La Quinta Municipal Code. APPLICANT: The following items are being returned to you for correction: 2Set—Plans IIx17 2 Sets — Structural Calculations 2 Letters from CR Laurence Co. This Correction List BUILDING DEPARTMENT STAFF: DO NOT accept any resubmittal unless ALL of the following items are included: /2'9-ets — Plans from I' submittal Sets — Revised Plans ,,-Zlets — Structural Calcs from I" submittal ::ie —Revised Structural Calcs �'Letters from CR Laurence Co. 1 S` s mittal s Correction [st�vG ►i r e� r ti5 s t'ti NOV INSTRUCTIONS TO APPLICANT: 1) Provide a written response to each comment on the following pages, noting specifically where the correction can be found. Responses such as, "Sheet A-3," or, "Handrails shall be per CBC Section 1003," are not acceptable. Show or note specifically how compliance with a code requirement is achieved. Responses such as, "Added note 16 on sheet A-3" are appropriate and will help expedite your back check. 2) Corrections may not be made by handwriting on existing drawings. Revise originals and reprint Plans and/or Calculations as necessary. 3) Return all red -marked Plans and/or Calculations with your resubmittal. 4) Each sheet of resubmitted Plans and/or Calculations shall include the preparer's name and telephone number and shall be wet -signed by the preparer. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code §5536. Resubmittals will not be accepted with signatures missing. 5) Return this list, your written responses, and all documents listed above with your resubmittal. Non Residential Plan Check Correction List (os) Page 1 of 2 City of La Quinta SECTION A — GENERAL 1) Provide on each sheet of resubmitted Plans and cover sheet of bound Calculations the preparer's name and telephone number and wet -signature. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code §5536. Provide wet -signature to all sheets. Resubmittals will not be accepted with signatures missing. 2) The City of La Quinta has elected Young Engineering Services to perform the structural review of your project. ■ Please see separate correction list, attached. Important note to Engineer of Record: If these corrections require revisions to structural calculations, in response to these corrections, do NOT simply submit two copies of a few supplemental calculations. For resubmittal, include: • One complete set of structural calculations from the previous submittal, and... • Two complete, stamped and wet -signed sets of structural calculations for review and approval. Your written responses should direct the plan reviewer to the appropriate revised page(s). Failure to provide documentation in this manner will delay approval of your client's project. Incomplete sets, loose pages will not be assembled by the Building Department. SECTION C - MISCELLANEOUS COMMENTS 1) Red marks on Plans, even if not specifically mentioned in this list, indicate items needing correction. Revise Plans as necessary and provide written response, noting where correction can be found. END CORRECTION LIST As further information is provided and reviewed, additional corrections may be required. RECEIVE® SEP 16 2009 WDL CONSTRUCTION Non Residential Plan Check Correction List Page 2 of 2 Letter of Transmittal To: City of La Quinta Today's Date: 9-8-09 78-495 Calle Tampico City Due Date : 9-9-09 La Quinta, CA 92253 Project Address: 45-280 Seeley Attn: Michele / Philip Plan Check #: 09-937 Submittal: ® 1St ❑ 4th ❑ 2nd ❑ 5th ❑ 3`d ❑ Other: We are forwarding: ® By Messenger ❑ By Mail (Fed Ex or UPS) ❑ Your Pickup Includes: # Of Descriptions: Includes: # Of Descriptions: Copies: Copies: ® 1 Structural Plans ❑ Revised Structural Plans ® 1 Structural Calcs ❑ Revised Structural Calcs ❑ Truss Calculations ❑ Revised Truss Calcs ❑ Soils Report ❑ Revised Soils Report ® 1 Structural Comment List ❑ Approved Structural Plans ❑ Redlined Structural Plans ❑ Approved Structural Calcs ❑ Redlined Structural Calcs ❑ Approved Truss Calcs ❑ Redlined Truss Calcs ❑ Approved Soils Report ❑ Redlined Soils Reports ❑ Other: Comments: Structural content is not approvable, see attached structural plan check comment list. This Material Sent for: ❑ Your Files ❑ Your Review ❑ Checking Other: ❑ By: JOHN THOMPSON Palm Desert Office: ® # (760) 360-5770 (ext 102 Other: ❑ ® Per Your Request ❑ Approval ❑ At the request of: 11 I Lb 12�� City of La Quinta Building and Safety Department Plan Check Corrections Eisenhower Ambulatory Care Center — Glass Guards and Handrails Engineer: Edward C Robison, PE 45-280 Seeley Plan Check No.: 09-937 (1" check) La Quinta, California Date: 9/10/09 Revise anchorage calculations using concrete strength of 3000 psi. Specify expansion anchor / wedge bolt type (Hilti KB-TZ?), diameter, and embedment on the �� plans. Page 12, 13 erify support structure (parapet wall) shown on details 14.1 and 14.2 can support the guard rail. If corrections require revisions to the structural calculations, provide one complete copy of the redlined calculations from this submittal plus two complete, bound copies of the revised calculations for review and approval. Providing only a few supplemental, revised pages will not be accepted and will delay approval of this project. Please incorporate requested corrections into plan sets and reprint. Plan Reviewer. John W. Thompson, P.E. Phone No.: 760-834-8860 6RECEIVE® SEP 1 62009 WDLOONSIRUCTION November 4, 2009 Juan Ramos Boulder Associates 15615 Alton Pkwy Suite 270 Irvine, CA 92618 Subject: Eisenhower Ambulatory Care Center Glass Guards and Handrails MI0601048.00 Plan Check # 09-937 Dear Mr. Ramos: The following is our response to your structural plan review comments, dated September 16, 2009 for the subject project. Item Response 1. Referenced details can support guardrail as built in accordance with RFI response 89.2. See RFI and supporting calculation attached. Please do not hesitate to call if there are any questions. Very Bob Glasgow, M.S., Principal f MFS1:\Projects\2006\MI0601048.00\Docs\ Plan check Response\Handrails 2009-11-04.doc Inc. NOV 0 9 20u9 i .l RECEIVED Nov 0 6 2009 WDL CONSTRUCTION O N ? = O O C 01 2 a ( w w � � � o a o o C � < o < N N (D RECEIVED C.A.S. Customer: Carmel Architectural Date: 10-16-09 Project: Eisenhower Ambulatory Care Center Andy., C.R. Laurence Co., Inc. Glazing, Industrial, Construction, Architectural and Automotive Supplies 2503 E. Vernon Avenue Los Angeles, CA 90058-1897 Website: www.crlaurence.com Email: CRLOCRLAURENCE.COM Phone (323) 588-1287 Fax (323) 581-6522 Attached are the revised structural engineers calculations and shop drawings for your review. We have listed below the changes implemented in the calculation package and shop drawings to complete this project proposal. 1: (Concrete PSI) CRL has updated the shop drawings and calculations for a 3000-psi concrete application now. 2: (Concrete anchor detailed at 12.2/12) CRL has updated the shop drawings and calculations to show Powers Wedge bolt screw in anchors 3/8"x 4". These were the anchors installed by Carmel Architectural at detail 12.2/12 3: (Concrete anchors detailed at 13.1/13) CRL has updated the shop drawings and calculations to match now, showing the minimum embedment anchor dep " detail 13.1/13. l it l Hope this information helps and please let me know if you need anything Thank you, 16 — I co _ Chris Hanstad Assoc A.I.A Brand Manager / Project Manager Architectural Railings Division C.R. Laurence Co., Inc. 2503 E. Vernon Avenue Los Angeles C.A. 90058 Phone (800) 421-6144 Fax (800) 458-7496 chris hanstad(cDcrlaurence.com www.crlaurence.com NOV 0 9 2009 y -- - RECEIVED NOV 0 4 2009 VVDL CONSTRUCTION RECEIVED OCT 2 0 2009 WDL CONSTRUCTION \ L-jL�L C.R. Laurence Co., Inc. Glazing, Industrial, Construction, Architectural and Automotive Supplies 2503 E. Vernon Avenue Los Angeles, CA 90058-1897 Website: www.cdaurence.com Email: CRL CRLAURENCE.COM Phone (323) 588-1287 Fax (323) 581-6522 Customer: Carmel Architectural Date: 09-01-09 Project: Eisenhower Ambulatory Care Center Ed, Thanks contacting CRL regarding your P7 Series Stainless Steel Railing System. I have reviewed your job site conditions with our structural engineer and using a 3"minimum anchor embedment in a 3000 psi slab will meet and exceed C.B.0 California Building Code requirements for guard rail applications. Hope this information helps, please let me know if you need anything else. Thank you, Chris Hanstad Assoc A.I.A Brand Manager / Project Manager Architectural Railings Division C.R. Laurence Co., Inc. 2503 E. Vernon Avenue Los Angeles C.A. 90058 Phone (800) 421-6144 Fax (800) 458-7496 chris hanstadtacrlaurence.com www.criaurence.com RECEIVE® SEP 16 2009 WDL CONSTRUCTION I 1 � / P.O. BOX 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 TO: OUNG TODAY'S DATE: PROJECT ADDRESS: APPLICANT NAME: SUBMITTAL: 5T BIN NUMBER: BUILDING & SAFETY DEPARTMENT (760) 777-7012 FAX (760) 777.7011 TRANSMITTAL eq ATTENTION; �- ;� PUE D�kT4 : ❑S�u ❑4"' ❑5TH PERMIT NUMBER: INCLUDED HEREWITH: ❑PLANS EDLINED PLANS VISED PLANS ❑STRUCT EDLINED STRUCT . ISED STRUCT []TRUSS ❑SOILS ❑APPROVED PLANS ❑AP.PROVED STRUCT ❑APPROVED TRUSS ❑APPROVED SOILS VEIENRGY❑REVISED ENERGY RECTION LIST STOMER RESPONSES ❑OTHER Pe ❑REDLINED TRUSS ❑REDLINED SOILS ❑REVISED TRUSS ❑REVISED SOILS -BUILDING DEPARTMENT USE ONLY - GREEN SHEET TO: ❑CDD ❑(w/Plans) ❑PUBLIC WORKS ❑COVE CHECK (w/A��lication) LOCATION ON B RD. LEFT MIDDLE RIGHT SENT TO: _ SY S ? 5H STRUCT/NON-STRUO`f ASSIGN NON-STRUCTURAL TO: COMMENTS. YC� LT1VC; ENsdNEEM R VI C'ES ww&m .nar.com 71-780 San Jacinto Dr. Ste. E2. Rancho Mirage, Ca. 92270 ph. (760) 834-8860 fax (760) 834-8861 Letter of Transmittal To: City of La Quinta Today's Date: 11-16-09 78-495 Calle Tampico City Due Date 11-16-09 La Quinta, CA 92253 Project Address: 45-280 Seeley Drive Attn: Michele / Philip Plan Check #: 09-937 Submittal: ❑ 1 St ❑ 4th ® 2nd ❑ 5th ❑ 3'd ❑ Other: We are forwarding: ® By Messenger ❑ By Mail (Fed Ex or UPS) ❑ Your Pickup Includes: # Of Descriptions: Includes: # Of Descriptions: Copies: Copies: ❑ Structural Plans ® 1 Revised Structural Plans ❑ Struct. Calcs ® 1 Revised Struct. Calcs ❑ Truss Calculations ❑ Revised Truss Calcs ❑ Soils Report ❑ Revised Soils Report ® 1 Structural Comment List ❑ Approved Structural Plans ® 1 Redlined Structural Plans ❑ Approved Structural Calcs ® i Redlined Structural Calcs ❑ Approved Truss Calcs ❑ Redlined Truss Calcs ❑ Approved Soils Report ❑ Redlined Soils Reports ❑ Other: Comments: Structural content is approvable. This Material Sent for: ❑ Your Files ❑ Your Review ❑ Checking Other: ❑ By: John W. Thompson Rancho Mirage Office : ® # (760) 834-8860 Other : ❑ ® Per Your Request ❑ Approval ❑ At the request of: ceu�p 4 -0 aaw I cc py P.O. Box 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT (760) 777-7012 FAX (760) 777-7011 Finance Department, Please Collect The Following Fees For The Services Rendered HTE PERMIT #07-2849 PROJECT: EISENHOWER MEDICAL CENTER — SHELL BUILDING ADDRESS: 45-280 SEELEY DRIVE CUSTOMER: CHARLIE MORRIS SERVICES RENDERED: ADDITIONAL PLAN REVIEW— 11/17/2009 DEFERRED SUBMITTAL #7 GUARDS AND HANDRAIL SYSTEM TO SHELL BUILDING UNDER CONSTRUCTION. PERMIT 07-2849. Fees: YOUNG ENGINEERING SERVICES (2.5 Hrs X $75/HR)................ ...... $ 175.00 NON STRUCTURAL REVIEW (1 X $35/Hr).......................................$ 35.00 TOTAL FEES NOW DUE: .................................. $ 210.00 Date: November 17, 2009 Initials: �[ O +I @ V I L L •rl N . } a C E [h V Y U Z z ti•. cu O :: a U r Q y' J LL ' Li Co < L W 0 Of w 0 YR W U7OJOM H O M O Q 6 N f N N ' In = 2F-\O" CA :� a aHNUMKDCD Fl w I N Z r 91 o w Iti O d V O 11 i•J _I 0 ..-I • co 1 C N ro+1 Oo+1+ o 0-u U V1 V u +1 0 ~ -'i •ri 7 -N •ri @ 0 W C7 Lr w G m �Ct0 �Ln N CHJ M:YE o w U f w NLLObw UW7�OHOO�w4 H Ln 2 V 00004.1fl LUq C C V w� J U a)@ L E E r C d 0 E D7 O O U7 O C @ -- -i Q U U U7 rl C C',: : L L C 4, V L L ._ QL -D CID 0 U C H +' C J L C C d C _00 IS d< Y O O UL) Q d U 0< I� vlal©lalalo olnlol10�olvlplal0lalogo 0 0 o a a v.a o a o co a o a o o O v 0 C) C3 03 0 iz) om M CD CD CD lalnlal�IQIoIolfllo101oln a ca r-I 'O m ,L 1 Ln [V N c"1 .Ln m O to 'O i0 ao co r-I 'r-1 O ,-� o0 4' l.O [- 'w U7 l0 Ch L! 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