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CONR (06-3503)
P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 c&ht 4 4v Q" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: —06-00003503. Property Address: 81100 MERV GRIFFIN WY APN: 7677320-999-M -32879 - Application description: NEW COMML - OTHER NON-RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 41495 Applicant: A ) Architect or Engineer: P'A -------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed rider provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the B •iness and Profes ' nals Code, and my License is in full force and effect. License Class: B License No.: 701039 -/1 ate: ntrac r: OWNER -BUILDER DECLARATION I hereby affirm under penalty rjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, usiness and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9. (commencing with Section 7000) of Division 3 of the Business and Professions Code) or - that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does• not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ( ) I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: - Lender's Address: f LQPERMIT Owner: MCCOMIC GRIFFIN LLC 7979 IVANHOE AVE #550 LA JOLLA, CA 92037 Contractor: TRANS WEST HOUSING 9968 HIBERT STREET SAN DIEGO, CA 9213 (858)653-3003 Lic. No.: 701039 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 11/15/06 e . 'NOV 17 2006 LA ------------------ WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: _ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the'Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor - Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND Policy Number 1648813-2006 _ 1 certify that, in the performance of -the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to a workers' compensation provisions of Section 3700 of the bor Co e, I shall forthwit mply with those provisions. 1 / O pplicant: WARNING: FAILURE TO SECUR RKERS' OMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CR NAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the - conditions and restrictions set forth on this application. 1.- Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject. permit to cancellation. I certify that I have read this application and state that the above information is «ect. I agree to comply with all city and county ordinances and state laws relating to building construction, d ereby authorize representatives, of this c un y to ent�,potn th above-mentioned prop. for inspection ure (Applicant or Agent): LQPERMIT Application Number . . . . . 06-00003503 C LQPERMIT Application Number . . . . . 06-00003503 Permit . . BUILDING PERMIT Additional desc . Permit Fee . . . . 362.50 Plan Check Fee 235.63 Issue Date Valuation 41495 Expiration Date 5/14/07 Qty Unit Charge Per Extension BASE FEE 252.00 17.00 6.5000 ---------------------------------------------------------------------------- THOU BLDG 25,001-50,000 110.50 Permit MECHANICAL Additional desc . Permit Fee 39.50 Plan Check Fee 9.88` Issue Date . . . Valuation . ... . 0 Expiration Date 5/14/07 Qty Unit.Charge Per Extension BASE FEE 15.00 .1.00 9.0000 EA MECH FURNACE <=100K 9.00 1.00 9.0000 EA MECH B/C <=3HP/100K BTU 9.00 1.00 6.5000 EA MECH VENT FAN 6.50 Permit ELEC-NEW COMMERCIAL Additional desc . Permit Fee 25.12 Plan Check Fee 6.28 .Issue Date . . . . Valuation 0 Expiration Date 5/14/07 Qty Unit Charge Per Extension BASE FEE 15.00 506.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 10.12 Permit PLUMBING Additional desc,. - Permit Fee . . . . 82.50 Plan Check Fee 20.63 Issue Date . . . . Valuation 0 Expiration Date ,5/14/07 Qty Unit Charge Per Extension BASE FEE 15.00 3.00 6.0000 EA PLB FIXTURE 18.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 1.00-. 3.0000 EA PLB WATER INST/ALT/REP 3.00 Application Number . . . . . 06-00003503 Permit PLUMBING Qty Unit Charge Per Extension 3.00 3.00OO.EA PLB GAS PIPE 1-4 OUTLETS 9.00 1.00 15.0000 EA PLB GAS METER 15.00 ---------------------------------------------------------------------------- Permit . . . GRADING PERMIT Additional desc . Permit Fee . . . . 15.00 Plan Check Fee .00 Issue Date . . . Valuation . . . . 0 - Expiration Date .. 5/14/07 Qty Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- S,ecial Notes and Comments GATE HOUSE. GATE UNDER SEPARATE PERMIT.October 2,2006 8:54:53 AM Johnson --------------------------------------------------------- Other Fees . . . . ACCESSIBILITY PLAN REVIEW 23.56 ART IN PUBLIC PLACES -COM 187.47 DIF CIVIC CENTER - COMM 106.85 ENERGY REVIEW FEE 23.56 DIF FIRE PROTECTION -COMM 30.82 STRONG MOTION (SMI) - COM 8.71 ..DIF STREET MAINT FAC -COMM 72:61 DIF TRANSPORTATION - COMM 1802.92 Fee summary Charged Paid Credited Due Permit Fee Total- 524.62 .00 .00 524.62 Plan Check Total 272.42 .00 .00 272.42 - Other Fee Total 2256.50 .00 .00 2256.50 Grand Total 3053.54 .00 .00 3053.54 LQPERMIT Coachella Valley Unified School District 83-733,Avenue 55, Thermal, CA 92274 (760).398-5909 — Fax (760) 398-1224 This Box For District Use Only DF.VFT.nPF.R FERC PATI) AREA: AMOUNT LEVEL ONE AMOUNT: LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMM/IND. AMOUNT: DATE: RECEIPT: CHECK #: INITIALS: CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: GrjffenWanch:L.I� . Owner's Name: Griffen Ranch LLC Project Address: 81-100 Mery Griffen Way LA Quinta, CA Project Description: Gate house APN: 767-320-999 Tract #: Date: October 9, 2006 Phone No. Lot #'s: Type of Development: Residential Commercial XX Industrial i Total Square Feet of Building Area: 685 sq. ft. Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authorized to sign on behalf of the owner/developer. Dated: October 9, 2006 Signature: ********************************************NW****.********************** SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code Project Agreement Existing Not Subject to Fee 17620 65995 Approval Prior to 1/1/87 Requirement No etet Number of Sq.Ft. 685 Amount per Sq.Ft. $0.42 Amount Collected $287.70 Building Permit Application Completed: Yes/No By: Carey M. Carlson, Asst. Supt., Business Services Certificate issued by: Elvira Mattson, Office Technician Signature: NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. At such time as this Certificate expires, if a building permit has not been issued for the project that is the subject of this Certificate, the owner will be reimbursed all fees that were paid to obtain this Certificate of Compliance. SIV.c/m�dr+cs;dc:vfeesr'certificate ofcompliance t:brm tables],(.) 1..! iti.di?i 1/16/03 T 4 T,4 -hp at�'it,%/ P.O. Box 1504 BUILDING & SAFETY DEPARTMENT 78-495 CALLE TAMPICO (760) 777-7012 LA QUINTA, CALIFORNIA 9.2253 JAX (760) 777-7011 To: Greg Butler, Building -& Safety Manager To CDD: 10/13/2006 From: Doug Evans, Community Dev. Director Due date: 10/20/2006 Status: 3rd Review PC# 06-081 Building Plans Approval (This is an approval- ta issue a Building Permit). The Community' ,Development Department has reviewed the Building Plans for' the following project: Description: Gate House Co Main Entrance Address or general location: 81 -100 Mery Griffin Way. Applicant Contact: Marty Butler (760) 277-0334 The Community Development Department finds that: ❑ ...these Building Plans do not require Community Development Department approval. tk"_ ...these Building Plans are approved by the Community Development Department. 0 ...these Building Plans require corrections. Please forward a copy of the attached corrections to the applicant. When the corrections are made please return them to the Community Development Department for review.r oug s Community Development Director D NO7PLEASE RETURN PLANS WITH GREEN SHEET TO THE BUILDING AND SAFETY DEPARTMENT A. No E� �o PlMllctir,—PIo6e .fiSik nein wmi --ianlmT�, l ' City. of. LaQu1nta , Building a Safety Division P.O. Box 1504, 78-495 Calle Tampico ' U Quinta, CA 92253--(760) 777-7012 . • , Building Permit Application and Tracking Sheet Permit fl `C1 ,� Project Address:'✓ g — _ Owner's Name: A. P. Number: Address:��`.�� C Legal Description:. City, ST; Zip; Contractor:_ Telephon : Q �— a Address: �S�� _ Project Description: City, ST, Zip: Telephone 4 State Lid. # : 7� 1 ) City Lic. #: f Arch., Engr., Designer:. Address: f City, ST, Zip: Telephone:. State Lic. #: d. Name of Contact Person: Construction Type. ccupancy_ Project type (eircle.one): New Add'n Alter Repair Demo Sq., Ft :d(7o # Stories: #Units: Telephone # of Contact Person: -Estimated Value of Project;A, I APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Reed TRACKING PERMIT FEES Plan Sets Plan Check submitted 9 3 Item Amount tructural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called.ContaO Person _ Plan Check Balance . Energy Calcs. Plans picked up - Construction Flood plain plan Y Plans resubmitted Mechanical ` Grading. plan 2" Review, ready for correctionsrssue Electrical ' Subcontactor Lists i. Called Contact.Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN ROUSE:- Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact.Perion - A.LP.P. Pub. Wks. A r PP Date of permit issue _ :r,: �• School Fees s• , ' y •:. V'+ 1 ! / \. - ` otal Permit Fee 13 RiO� t4•5 f ` 1) Patel Burica &Associates, Inc.. structural engineering Structural Building Department. Submittal Griffin. Ranch. = Gate House. Trans West Housing, Inc. :Tract #32879 La Quinta, California December 28, 2005 w/ Plan Check Corrections & Client Revisions — May 22, 2006 w/ Client Revisions — August 10, 2006 �a Zo®_ DLJ c� > 3 LL �Q® LL° 0 OQQ,c _ <° Um PBA Job #212-PEK 832 W. Town & Country Road • orange, California 92868 Tel: 714.547.1115 0 Fax: 714.547.1141 0 www.PBAstructural.com Pages • Patel Burka &Associates, Inc. Lateral Analysis Description ' Plan Check Respor F.1 - F.5 Delta 1 — May 22, 2 ' Project Information Pages Gravity Analysis G.1 — G.23 Lateral Analysis L.1 — L.11 Foundation F.1 - F.5 Excerpts of. Soils Report A.1 —A.6 I May 22, 2006 Patel Burica & Associates, Inc. structural engineering City of La Quinta, Building and Safety :Department C/o VCA Code Group Attn: Quynh Nguyen ' RE: Structural Plan Check Corrections Plan Check No.: 06-081 Griffin Ranch, Gate House 81-100 Mery Griffin Way, La Quinta, California Dear Quynh, We have received and reviewed the structural plan check corrections for the subject project. Below, please find a list of responses to each item on the correction list. 1. The section noted `Structural Observation Program' has been added to the structural cover ' sheet S -CS to comply with the requirements for structural observation. 2. Per roof truss manufacturer. Please note that revised roof truss shop drawings are being submitted which reflect recalculated uplift reactions. 3. Refer to the added framing note #23 which requires that one H2.5 or H1 hurricane tie shall be installed at each roof truss. The uplift capacities of these connectors are 415 pounds and 490 pounds respectively. This connection to the top plate adequately satisfies the uplift condition of the typical truss which is 65 pounds or less. At the drag truss A7, which has the largest uplift of 346 pounds, the plans have been revised to address the larger load. The 2x support stud below the truss shall be connected to the top plate with an H6 . connector. Where the shear wall occurs, the 2x is called out with boundary nailing at the ' shear panel to resist the uplift. At the Restroom side, two additional 2x's have been called - out to be stitch nailed to the support stud so that the dead weight of both exterior stucco walls will sufficiently resist the uplift. ' 4. Per framingnote #22 multiple 2x's to match the number of truss plies shall be installed at p all girder truss supports. Where additional posts are necessary, they are called -out ' specifically on the plans. 5. Typical nail spacing for drag members with boundary nailing is per the structural sheathing ' specification located on sheet SD -0 under item #13 of section F: Wood Framing. Where increased nail spacing is required itis called out specifically on the plans: This project,. however, does not include any drag members that require nail spacing less than 6"o.c. 832 W. Town & Country Road • Orange, California 92868 Tel: 714.547.1115 Fax: 714.547.114 1. • www.PBAstructural.com t 1 1 1 1 1 1 1 1 1 -Peitel Burica & Associates, Inc. Griffin Ranch — Gate House May 22, 2006 Page 2 of 2 6. Additional comments on plans. a.) King stud call -out at header support: the typical trimmer and king stud specification is per the `Typical King Stud & Trimmer' table located on detail 1/SD5. Specific king stud call -outs have been added to the plans where opening widths exceed 16' in length. Refer also to detail 16/SD5 for the specific king post condition where keyed on the plans. b.) Uplift at left side of Guard window header: per detail B5/SD4 (keyed at roof framing level holdown above), key note #78 indicates that a minimum of one CS16 shall be installed from the header to the trimmer post unless the plans specifically note otherwise. In addition; at the left side of the header the dead load reaction is sufficient to resist the nominal uplift generated by the holdown connection above. Refer to the attached supplemental calculation pages PC 1 and PC 2. c.) Clarify 4x6 vs. 2-2x king stud at Porte Cochere —'In Side': due to the raked wall framing, a 4x6 king stud has been called out because it is located on the taller side of the opening, whereas the 2-2x king studs are sufficient at the shorter side. d.) Clarify detail call -out A/SD4 at Porte Cochere — `In Side': at the two locations indicated, the detail key is noted as `Similar' because they suitably adhere to the general intent of the beam pocket detail. The differences in the two conditions from the typical detail are: i.) above the header, the 8x6 post below the beam bears on the header instead of a sill or sole plate and the wall top plate will be raked instead of flat; ii.) at the end of the wall, the beam is pocketed between a full height continuous stud on one side and by floor framing on the other and the wall top plate terminates at the 2nd floor wall. 7. The calculation package for the Entry Gate has been removed from this plan check re- submittal. A complete set of plans and calculations for the Entry Gate is being provided to the City of La Quinta as a separate submittal. Please contact our office if you have any questions. Sincerely, Patel Burica & Associates, Inc. Michael J. Burica, P.E. MJB/ph \\Server\pbaserver\Projects\212 PEK (Gate House)\212 PEK PC 01.doc 212 PEK Gate House BEAM 1 HEADER LOAD DETERMINATION Trans West Housing, Inc. La Qunita, CA DESCRIPTION: Dead Load To Header At Guard Room (Plan Check) SPAN LENGTH: 9 ft. t ' UNIFORM LOAD: �y DL s L s Trib. ft. DL I LL I Total PI Roof: 35 0 0 0 - 0 Floor: 9 0 4.5 40.5 0 Wall: 15 0 2.5 37.5 0 Misc. 0 0' 0 0 0 78 0 78 PART UNIF. LOAD 1: From x= 0 To x= 2.75 ` ' DL s LL s Trib. ft. DL I LL I Total plf Roof: 35 0 4 140 0 Floor: 12 0 0 0 0 Wall: 15 0 12 180 0 Misc., 0 0 0 0 0 .320 0 320 PART UNIF. LOAD 2: From x= , 6.25 To x=9 I DL s L s Trib. ft. DL I LL plf)Total plf - Roof: 35 0 4 140 0 Floor: 12 0 0 .0 0 Wall: 15 01 ; 12, 180 G ' Misc. 0 0 0 0 0- 320 .0 .320 iPOINT LOAD 1: At x = 2.75 Span of supported member (ft) 3.75 D s LL s Trib: ft. DL I LL (Plf) tFloor: Roof: 35 12 0 5 0 0 175 0 0 0" Wall: 15 0 3 45 _ 0 . Misc. 0 0 0 Member Line load (plf): —0, 0 220 220 0 Point Load to supporting beam (#): 412.5 0 413 POINT LOAD 2: At x.= 6.25 Span of supported member (ft) '= 3.75 DL s LL s Trib. ft. DL I LL I Roof: 35 0 5 175 0 ' Floor: 12 0 0 0 0 Wall: 15 0 3 45 0 Misc. 0 0 0 0 0 ' Member Line load (plf): 220 0. 220 Point Load to supporting beam (#): '412.5 0 . 413 (/ V_ Title : Griffin Ranch - Gate House Job # 212 PEK , Dsgnr: PH / MJB Date: 9:41 AM, 9 MAY 06 Live Load lbs lbs4.1 tU dl s�� ibs lbs lbs lbs ...distance 2.750 ft 6.250 It 0.000 It 0.000 It 0.000 ft 0.000ft Summary Description,: Gravity Load Calculations '-- uJOt,L (r FIA -A- Scope . ' Rev: 580004 User. KW -0605599, Ver 5.8.0, 1 -Dec -2003 General Timber Beam Page 1 (c)1983-2003 ENERCALC Engineering Software 0.231 : 1 212 pek - gravity - enercalc.ecw:Calculations Description Header At Guard Room. (Plan Check). Maximum Moment -4.3 k -ft Maximum Shear " General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 5.125x10.5 Center Span 9.00 ft .....Lu 9.00 ft 18.6 k -ft Beam Width 5.125 in Left Cantilever ft .....Lu 0.00 It Beam Depth 10.500 in Right Cantilever - ft ...Lu 0.00 ft ' Member Type GluLam Douglas Fir, 24F - V4 Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi at 6.588 ft @ Right Load Dur. Factor 1.000 Fv Allow 240.0 psi Max @ Left Support Beam End Fixity Pin -Pin Fc Allow 650.0 psi Camber: @ Left Wood Density 35.000pcf E 1,800.0ksi Max @ Right Support Full Length Uniform Loads @ Center Center DL 78.00 #Ift LL #/ft ' Max. M allow Left Cantilever DL Wit LL #/ft @ Right Right Cantilever DL #/ft LL Wit fb 549.07 psi Tra ezoidal Loads 46.45 psi Left DL 1.70 k Max #1 DL @ Left 320.00 #/ft LL @ Left #Ift Start Loc 0.000 It Fb 2,374.16 psi DL @ Right 320.00 #/ft LL @ Right #/ft End Loc 2.750 ft Max #2 DL @ Left 320.00 #/ft LL @ Left #/ft Start Loc 6.250 ft ' DL @ Right 320.00 #/ft LL @ Right #/ft End Loc 9.000 it Point Loads Live Load lbs lbs4.1 tU dl s�� ibs lbs lbs lbs ...distance 2.750 ft 6.250 It 0.000 It 0.000 It 0.000 ft 0.000ft Summary '-- uJOt,L (r FIA -A- -rcv 5- 3 Beam Design OK Span= 9.00ft, Beam Width = 5.125in x Depth = 10.5in, Ends are Pin -Pin 'S 4-e- '""'t't'� - LkN A Max Stress Ratio 0.231 : 1 Maximum Moment -4.3 k -ft Maximum Shear " 1.5 2.5 k Allowable 18.6 k -ft Allowable 12.9 k Max. Positive Moment 0.45 k -ft at 1.476 ft Shear: @ Left 1.70 k Max. Negative Moment -4.31 k -ft at 6.588 ft @ Right 1.70 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.085 in ' Max. M allow 18.63Reactions.... @ Right 0.000in fb 549.07 psi fv 46.45 psi Left DL 1.70 k Max 0. Fb 2,374.16 psi Fv 240.00 psi Right DL 1.70 k Max -1.31 k Deflections Center Span... Dead Load Total o d Left Cantilever... Dead Load Total Load ' Deflection ...Location -0.057 in 4.500 ft 0.034 in 5.652 ft Deflection ...Length/Defl 0.000 in 0.0 0.000 in 0.0 ...Length/Deft 1,895.9 3,174.28 Right Cantilever... Camber ( using 1.5 • D.L. DO ) ... Deflection 0.000 in 0.000 in @ Center 0.085 in ...Length/Defl 0.0 0.0 @ Left @ Right 0.000 in 0.000 in General Information: PBA Project #: 21 PBA Designer: PH Project Name: G Code: 20 Jurisdiction: La Seismic Zone: 4 Basic Wind Speed: 70 Wind Exposure: Ex Soils Report by: Sl Soils Report #: 54 Soils Report Dated: 8/ Structural Loading: Roof Slope: Na = 1.0 Roof Live Load (psf) Floor Live Load (psf) 1.6 Roof Dead Load (psf) Concrete tile - 50% boosted 1/2" Structural Sheathing. Roof Trusses @ 24" o.c. Adjusted Weight 1/2" drywall 1:05 2x T & G Decking 1.8 Miscellaneous - roof 1.9 None 1:05 M Floor Dead Load (nsfl i Patel Burica and Associates, Inc. 2 PEK riffin adden 17/2005 / MJB Ranch - Gate House 01 CBC Quinta, California PC Engineering Allowable -Bearing (psf) : 1500 4-4402 (04-08-571) Ca = .-0.44 Na = 1.0 4 :12 1.6 40 v Slope Factor. Adjusted Weight .20.0' 1:05 21.1 1.8 1.05 1.9 �. 3.0 1:05 3.2 2.5 1.00 2.5 4.5 1.05 4.7 1.5 1.00 1.5 0.0 1.00 0.0 Total Roof Dead Load: 34:9 Use: 35.0 psf None 0.0 3/4" Structural Sheathing ' 2.7 11.7/8" I -Joists @ 19.2" o.c. .1.8 1/2" drywall 2.5 Miscellaneous -floor 2.0 None 0.0 Total Floor Dead Load:' 9.0 Use: 12.0 psf General Notes: All shear panels shall be nailed with common nails A35's shall be installed with long direction parallel to plates 3/8" lag screws shall have a minimum 3" penetration into connecting members and minimum 3/4" edge distance SDS screws shall have a minimum 2" penetration into connecting members and minimum 3/8" edge distance Predrill nail holes if wood splitting occurs (or use alternate connectors, per schedule) Use 8d x 2.5" long nail if A35, A35F, or LTP4 are installed over sheathing Footnotes: A. APA Struct I rated sheathing reqiured for all 15/32" panels B. Stagger shear panel edge nailing where spacirig is 3" o.c. or less C. Offset adjoining panel edges on opposing faces of the wall D. Acceptable to use shot pins @ 24" o.c. at interior non -shear walls Shear Schedule - 2001 CBC Shear wall designation None 6 4 3 2 1 D3 D2 D1 Capacity (lO 260 350 490 640 870 980 1280 1740 Footnotes D B B A,B B,C B,C A,B,C Connection at Concrete Anchor diameter 5/8 5/8 5/8 5/8 5/8 5/8 5/8 3/4 3/4 Anchor spacing 48 16 16 16 16 12 12 16 12 Sill Plate 2x 2x 2x 3x 3x 3x 3x 3x 3x Plate washer size 2 x 2, 2 x 2 2 x 2 2 x 2 2 x 2 2 x 2 2 x 2 2 x 21 2 x 2 Plate washer thickness 3/16 3/16 3/16 3/16 3/16 3/16 3/16 3/16 3/16 Panel and Framing APA Rated Sheathing - 3/8" 3/8" 3/8" 3/8" 15/32" 3/8" 3/8" 15/32" Sides 1 1 1 1 1 2 2 2 Panel Edge Nailing 8d @ 6" 8d @ 4" 8d @ 3" 8d @ 2" 10d @ 2" 8d @ 3" 8d @ 2" 10d @ 2" Panel Field Nailing - 8d @ 12" 8d @ 12" 8d @ 12" 8d @ 12" 10d @ 12" 8d @ 12" 8d @ 12" 10d @ 12" Adjoining Panel Edges 2x 2x 3x 3x 3x 3x 3x 3x Sole Plate 2x 2x 2x 2x 2x 2x 3x 3x 3x Shear transfer spacing, inches O.C. 12d 8 6 4 3 2.25 2 2 1.5 1 16d 8 6 4 3 2.25 2 2 1.5 1 A35 / A35F 32 20 15 11 '8 6 6 4 3 LTP4 48 30 22 16 12 9 8 6 5 1/4" SDS 16= 8 6 5 4 3 2.5 3/8" Lags 241 181 13 10 71 6 5 3.5 General Notes: All shear panels shall be nailed with common nails A35's shall be installed with long direction parallel to plates 3/8" lag screws shall have a minimum 3" penetration into connecting members and minimum 3/4" edge distance SDS screws shall have a minimum 2" penetration into connecting members and minimum 3/8" edge distance Predrill nail holes if wood splitting occurs (or use alternate connectors, per schedule) Use 8d x 2.5" long nail if A35, A35F, or LTP4 are installed over sheathing Footnotes: A. APA Struct I rated sheathing reqiured for all 15/32" panels B. Stagger shear panel edge nailing where spacirig is 3" o.c. or less C. Offset adjoining panel edges on opposing faces of the wall D. Acceptable to use shot pins @ 24" o.c. at interior non -shear walls i� i i i i i' i -i' i. i i i i i' i i i• i; i. Shear Connector Calculations for use with 2001 CBC Shear Schedule Simpson Anchor Bolt apacity acity in 3x sills in 2x sills Connector 1.33 x Capacity (lbs.) 260. 3501, Required Load (plo 490 640 870 Spacing 1280 Spacing Bolt Diameter Capacity in 3x (lbs.) Factor Bolt Diameter Capacity in 2x (lbs.) Factor 12" o.c. 16" o.c. 24" o.c. 32" o.c. 48" o.c. 5/8" 890 1.33 1184 888 592 334 223 3/41'. 1220 1.33 1623 1217 811 458 305 7/8" 1610 1.33 1 2141 1606 1071 604 403 Simpson Anchor Bolt Ca acity in 3x sills Connector 1.33 x Capacity (lbs.) 260. 3501, Required Load (plo 490 640 870 Spacing 1280 1740 Bolt Diameter Capacity in 3x (lbs.) Factor 12" o.c. 16" o.c. 24" o.c. 32" o.c. 48" o.c. 5/8" 1140 1.33 1516 1137 758 428 285 3/4" 1480 1.33 1968 1476 984 555 370 7/8" 1870 1.33 2487 1865 1244 701 468 Simpson Connector Required Sp acing (inches o.c.) Connector 1.33 x Capacity (lbs.) 260. 3501, Required Load (plo 490 640 870 §801 1280 1740 A35/ A35F 450 20.8 15.4 11.0 8.4 6.2 5.5 4.2 3.1 LTP4 670 30.9 23.0 16.4 12.6 9.2 8.2 .6.3 4.6 1/4" SDS 3601 16.6 12.3 8.8 6.8 5.0 4.4 3.4 2.5 gx r. Patel Burica & Associates, Inc. srruc[ural engineering Gravity Analysis. 1 832 W. Town & Country Road • Orange, California 92868' Tel: 714.547.1115 • Fax: 714.547.1141 • www.PBAstructural.corn PROJECT: GRIMN RANCH — GATE HOUSE ................................................................. TRANS_. WEST "H 0.US.IN.G ''INC.... NC. ... **''* ** TRACTN0.32897 ....................................................... ..................................... .LA..QVIMI�� CA ... .. . .... JOB NO.: 212.. PEK ..................................... PROD. ENGR.: ............ MJP ... .. .... ........................................ SCALE: .. . ........ — . 0 ................................ ........... . Patel Burica & Associates, Inc. DATE: GRAVITY LOAD INDEX: UPPER ROOF LEVEL ' 212 PEK BEAM / HEADER CALCULATION Griffin Ranch -Gate House Trans West Housing, Inc. La Quinta, CA DESCRIPTION: Header @ Attic (False French Door) - i' SPAN LENGTH: 3.75 ft. Compression side braced? N LOADING: DL (psf) LL (asf) Tnb. (ft.) DL (plf). LL (plf) Total plf Roof: 35 16 6 210 96 Floor: 12 46 0 0 0 t Wall: 15 0 3 45 0 ' t Misc. 12 60 0 0 0 255 96 351 Reaction (lb): 478 '180 658 Moment (ftlb.) 448.242 168.75 617 TRIAL SIZE. 6x4 DF#2 SUPPORT: 2x6 DF#2 Plies: 1 Plies: 7 BEAM PROPERTIES: STRESS FACTORS: Width 5.5 inches CD 1.00 r Depth 3.5 inches Cr 1.00 Ct 1.00 Fb 875 psi CM 1.00 F„ 95 psi Cv 1.00 E 1600000 psi CF 1.00 F° (perp) 625 psi CL 1.00 SECTION PROPERTIES:` DEFLECTIONS: Required Actual % used r Area (int) 8.8 19.3. 46% Section Modulus (in3)8.5 11.2 75% (DL+LL) for U240 (in4)5.2 19.7 26%-- > TL (in.) 0.05- I(LL) for U360 (in4)2.1 19.7 11% > LL (in.) " 0.01 (DL) for U480 (in 4) 7.6 19.7 38% > DL (in.) 0.04 , Bearing Area, (int) 1.1 .8.25 - 13% Plies Use (min.) ' Beam 6x4 DF#2 1 Support 2x6 DF#2 1 V- 212 PEK -Griffin Ranch - Gate House BEAM / HEADER CALCULATION Trans West Housing, .Inc. La Quinta, CA DESCRIPTION: Header @ Attic (Window, Typ) 2 SPAN LENGTH: 2.75 ft. Compression braced? N' side LOADING: DL s LL (asf) Trib. ft. DL 1 LL I Total pif Roof: 35 16 9 315 .144 Floor. 12 40 0 0 0 - Wall: 15 0 3 450 Misc. 12. '60 0 0 0 360 144 504 Reaction (lb): 495 198 693 r Moment (ftlb.) 340.313 136.125 476 TRIAL SIZE: 6x4 DF#2 SUPPORT: 2x6 DF#2 Plies: 1 Plies: 1 BEAM PROPERTIES: STRESS FACTORS: '. Width 5.5 inches Co 1.00 Depth 3.5 inches Cr 1.00 rFb Ct 1.00 875 psi CM 1.00 F„ 95 psi Cv 1.00 tE 1600000 psi CF 1.00 r Fc (Perp). 625 psi CL 1.00 , SECTION PROPERTIES: DEFLECTIONS: Required Actual % used Area (in) 8.6 19.3 45% Section Modulus (in3)6.5 11.2. '58% (DL+LL) for U240 (in4)2.9 19.7 15% ---> TL (in.) 0.02 (LL) for U360 (in 4) 1.3 19.7 6% > LL (in.) 0.01 (DL) for U480 (in4)4.2 19.7 21% > DL (in.) 0.01 Bearing Area, (int) 1.1 . 8.25 13% "- " • ' y Use (min.) Plies Beam 6x4 DF#2 1 Support 2x6 DF#2 1 V - _C.3 i ) ., ( ✓ PROJECT: GRIFFIN RANCH —GATE HOUSE LOWER ROOF TRANS WEST HOUSING, INC. - < TRACT NO. 32897 ` LA QUINTA, CA JOB NO.: 212 PEK . PROJ. ENGR:: MJB / PH SCALE: N.T.S. Patel Burica & Associates, Inc. DATE: otn• GRAVITY LOAD INDEX: LOWER ROOF LEVEL J 212 PEK BEAM i HEADER CALCULATION Griffin Ranch - Gate House Trans West Housing, Inc. La Quinta, CA ` DESCRIPTION: Roof Rafter@ Porte Cochere ('in' Side) l SPAN LENGTH: 13 ft. Compression side braced? '�. ' Y LOADING: DL (psf) LL (psf) Trib. ft. DL (plf) LL (plf) Total plf Roof: 35 16 1.33 46.55 21.28 Floor: 12. 40 0 0 0 Wall: 15 0 0 0 0 Misc. 12 60 0 0 0 46.55 21.28 68 . Reaction (lb): 303 138.32 '441 Moment (ftlb.) 983.369 449.54 1433 TRIAL SIZE: 2x10 DF#2 SUPPORT: 2x4 Stud Plies: 1 Plies: 1 ' BEAM PROPERTIES: STRESS FACTORS: ` Width 1.5 inches Co 1.25 , Depth 9.25 inches C, 1.15 Ct 1.00 - Fb ' . 875 psi CM 1.00 Fv 95 psi Cv 1.00 E 1600000 psi CF 1.10 Fc (perp) 625 psi CL 1.00 SECTION PROPERTIES: DEFLECTIONS: Required Actual % used Area (in) 4.9 13.9 35%, Section Modulus (in3)12.4 '21.4 58% , (DL+LL) for U240 (in4) 41.9 98.9 42% ------>' TL ( in.) 0:28 (LL) for U360 (in4) 19.7 98.9 20% > LL (in.) 0.09. (DL) for U480 (in4)57.5 98.9 > DL (in.) 0.19 Bearing Area, (int) 0.7 5.25 X58% 13% Plies Use (min.) 1 Beam 2x10 DF#2 .. - 1 Support .•2x4 Stud 1 " ` " .: V- ■ Use (min.) I Plies Beam -=� -------------- Support GLB 5.125 x 12-= -- 1 ----------.125------------ 2x6 DF#2 1 212 PEK BEAM / HEADER CALCULATION Griffin Ranch - Gate House Trans West Housing, Inc. La Quinta, CA DESCRIPTION: Header @ Porte Cochere ('In' Side) (Right Side Exterior) SPAN LENGTH: 17.5 ft. Compression side braced? Y. LOADING: DL (psf) LL (psf) Trib. ft. DL (plf) LL (plf) Total plf Roof: 35 16 4 140 64 Floor: 12 40 0 .0 0 1� Wall: 15 0 2 30 0 Misc. 0 0 0 0 011 170 64 234 Reaction.(Ib): 1488 560 2048 Moment (ftlb.) 6507.81 2450 8958 TRIAL SIZE: GLB 5.125 x 12 SUPPORT: 2x6 DF#2 Plies: 1 Plies: 1 ` BEAM PROPERTIES: STRESS FACTORS: Width 5.125 inches Co 1.25 Depth 12 inches Cr 1.00 t, Fb 2400 Ct .. 1.00. .. psi CM 1.00 F„ 240 psi Cv 1.00 E 1800000 psi CF 1.00 Fc (perp) 625 psi C� 1.00 • y SECTION PROPERTIES: DEFLECTIONS: Required Actual % used 2 Area (in) 9.1 61.5 15% Section Modulus (in3) 35.8 123.0 29% 1 (DL+LL) for U240 (in4)313.5 738.0 42% > TL (in.) 0.37 (LL) for U360 (in4) 128.6 738.0 -17% > LL (in.) 0.10 I (DL) for 0480 (in4)455.5 738.0 62% > DL (in.) 0.27 Bearing Area, (int) 3.3 8.25 40% ■ Use (min.) I Plies Beam -=� -------------- Support GLB 5.125 x 12-= -- 1 ----------.125------------ 2x6 DF#2 1 212 PEK BEAM / HEADER CALCULATION Griffin Ranch - Gate House Trans West Housing, Inc. La Quinta, CA DESCRIPTION: Header @ Porte Cochere ('In' Side) (Soffit) � SPAN LENGTH: 18.5 ft. Compression side braced? N LOADING: ` DL (asfl LL (psf) Trib. (ft.) DL (plf) LL (plfl Total plf Roof: 35 16 1 35 16 Floor: 12 40 0 0 0 Wall: 15 0 6 90 0 Misc. 20 0 1 20 0 145 16 161 Reaction (lb): 1341 148. 1489 Moment (ftlb.) 6203.28 684.5 6888 TRIAL SIZE:; 6x14 DF#1 SUPPORT: 2x6 DP#2 Plies: 1 Plies: 1 BEAM PROPERTIES: STRESS FACTORS: Width Depth 5.5 inches. CD Cr 1.00 13.5 inches 1.00 Ct 1.00 ' Fb 1350 psi CM - • 1.00 F„ 85 psi Cv 1.00 E 1600000 psi. CF 0.99 Fc (Perp) 625 psi, CL 0.98 ` SECTION PROPERTIES: E DEFLECTIONS: Required Actual % used ' Area (int) 23.1 74.3 31% + e Section Modulus (in) 63.6 167.1 38% <� I (DL+LL) for U240 (in 4j. 286.7 1127.7 25% ------> TL (in.) 0.24 (LL) for U360 (in4)42.7 1127.7 4% > LL (in.) 0.02 . (DL) for U480 (in4)516.4 1127.7 46% > DL (in.) 0.21-1 . Bearing Area, (inz) 2.4 8.25 29% Use (min.) Plies Beam 6x14 DF#1 1 Support .. 2x6 DF#2 .. - 1 y. .. - V- -G7, 7 (11 - Use (min.) ' Plies Beam' GLB 5.125 x 12 1 Support, 2x6 DF#2 ---- 1 -- 212 PEK BEAM I HEADER CALCULATION Griffin Ranch - Gate House Trans West Housing, Inc. La Quinta, CA DESCRIPTION: Header @ Porte Cochere (7n' Side) (Soffit) Alternate SPAN LENGTH: 18.5 .ft. Compression side braced? N LOADING: DL (psf) LL s Tnb. (ft.) D� L (plf) LL (plf) Total plf, Roof: 35 16 1 35 16 Floor: 12 40 - 0 0 0 Wall: 15 0 6 90 10 Misc. 20 0 1 20 0' 145 16 161 Reaction (lb): 1341 148 1489 Moment (ftlb.) 6203.28 684.5 6888 ' TRIAL SIZE: GLB 5.125 x 12 SUPPORT: 2x6 DF#2 Plies: 1 Plies: 1 BEAM PROPERTIES: STRESS FACTORS: Width Depth 5.125 inches Co Cr 1.00 12 inches 1.00 Ct 1.00 Fb 2400 psi CM 1.00 F„ 240 psi Cv 1.00 E 1800000 psi CF 1.00 Fc (perp) 625 psi CL 0.97 r� SECTION PROPERTIES: DEFLECTIONS: Required Actual % used Area int ( ) 8.3 61.5 13% Section Modulus (in3)35.5 (DL+LL) for U240 (in4)254.8 123.0 738.0 29% 35% --> TL (in.) ,F 0.32 (LL) for U360 (in4) 38.0 738.0 5% > LL (in.) 0.03 (DL) for U480 (in4)459.0 738.0 - 62% > DL (in.) 0.29 Bearing Area, int 2.4 8.25 29%'__ Use (min.) ' Plies Beam' GLB 5.125 x 12 1 Support, 2x6 DF#2 ---- 1 -- �i Title: Griffin Ranch -Gate House Job # 212 PEK Dsgnr: PH / MJB Date: 10:50AM, 23 DEC 05 Description :.Gravity Load Calculations ` Scope Rev: 580004 User: KW -0605599, Ver 5.8.0, 1 -Dec -2003 General Timber Beam Page 1 (c)1983-2003 ENERCALC Engineering Software 212 pek - gravity - enercalc.em:Calculations Description Purlin Beam @ Porte Cochere ('In' Side) General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 8x16 Center Span 19.50 ft .....Lu 0.00 ft Beam Width 7.500 in Left Cantilever ft ' .....Lu 0.00 ft Beam Depth 15.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.1 Bm Wt. Added to Loads Fb Base Allow 1,350.0 psi Load Dur. Factor 1.250 Fv Allow • 85.0 psi Beam End Fixity Pin -Pin Fc Allow 625,0 psi Wood Density 35.000 pcf E 1,600.0 ksi Full Length Uniform Loads Center DL 385.00 #/ft LL 176.00 #/ft Left Cantilever DL " #/ft LL #/ft ' Right Cantilever DL #/ft LL ' _ #/ft Summary Beam Design OK Span= 19.50ft, Beam Width = 7.500in x Depth = 1.5.5in, Ends are Pin -Pin , - Max Stress Ratio 0.682 : 1 Maximum Moment 28.0 k -ft Maximum Shear * 1.5 7.5 k Allowable 41.0 k -ft Allowable. 12.4 k Max. Positive Moment 28.01 k -ft at 9.750 ft Shear: @ Left 5.75 k Max. Negative Moment 0.00 k -ft at ` 19.500 ft @ Right 5.75 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft " @ Center 0.542 in Max. M allow 41.05@ Reactions..: Right 0.000 in fb 1,119.16 psi fv 64.64 psi Left DL 4.03 k Max 5.75 k , Fb 1,640.19 psi Fv 106.25 psi Right DL 4.03 k Max 5.75 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.361 in -0.515 in Deflection 0.000 in 0.000 in ...Location 9.750 ft 9.750 ft . ...Length/Deft �.. 0.0 - 0.0 ...Length/Defl 648.2 454.57 Right Cantilever... Camber ( using 1.5 " D.L. Defl ... Deflection 0.000 in 0.000 in @ Center 0.542 in ...Length/Defl : 0.0 0.0 @ Left 0.000 in . @ Right 0.000 in �1 Title: Griffin Ranch -Gate House Job # 212_ PEK Dsgnr: PH / MJB Date: 10:50AM, 23 DEC 05 Description : Gravity Load Calculations �i Scope: Rev: 580004 User: KW -0605599, Ver 5.8.0, 1 -Dec -2003 General Timber Beam Page ' (c)1983-2003 ENERCALC Engineering Software Description Purlin Beam @ Porte 212 pek - gravity - enercalc-ecw.Calmiations Cochere ('In' Side)(Altemate) General Information Code Ref. 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 8.75x16.5 Center Span 19.50 ft .....Lu 0.00 ft Beam Width 8.750 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 16.500 in Right Cantilever ft .....Lu 0.00 ft' Member Type GluLam Douglas Fir, 24F - V4 Bm Wt. Added to Loads Fb Base Allow 2,400:0 psi Load Dur. Factor 1.250 Fv Allow 240.0 psi Beam End Fixity Pin -Pin Wood Density 35.000pcf Fc Allow 650.0 psi E 1,800.0ksi Full Length Uniform Loads Center DL 385.00 #/ft LL 176.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL - #/ft Summary Beam Design OK Span= 19.50ft, Beam Width = 8.750in x Depth = 16.5in, Ends are Pin -Pin Max Stress Ratio 0.309 : 1 Maximum Moment 28.3 k -ft. Maximum Shear * 1.5 7.5 k Allowable 91.8 k -ft Allowable 43.3 k Max. Positive Moment 28.33 k -ft at 9.750 ft Shear. @ Left 5.81 k Max. Negative Moment 0.00 k -ft at 19.500 ft @ Right Max @ Left Support 0.00 k -ft Camber: @ Left 5.81 k 0.000 in MaxSu ort 0.00 @ Right 9 PP k -ft @Center 0.348 in Max. M allow 91.82 Reactions... @ Right 0.000in fb 856.34.psi fv 52.17 psi Left DL 4.10 k Max 5.81 k Fb 2,775.10 psi Fv 300.00 psi, Right DL 4.10 k Max 5.81 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.232 in -0.329 in Deflection 0.000 in 0.000 in ...Location 9.750 ft 9.750 ft ...Length/Deft 0.0 .0.0 ...Length/Defl 1,009.5 711.45 Right Cantilever... Camber ( using 1.5 ".D.L. Defl ... Deflection 0.000 in 0.000 in @ Center 0.348 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in 1 i Title : Griffin Ranch - Gate House Job # 212 PEK Dsgnr: PH / MJB Date: 10:50AM, 23 DEC 05 Description : Gravity Load Calculations Scope Rev: 580004 User: KW -0605599, Ver 5.8.0, 1 -Dec -2003 General Timber Beam Page 1 (c)1983-2003 ENERCALC Engineering Software 212k pe - gravity y - enercalc.ecw:Calculations Description Header @ Porte Cochere ('In" Side) t t �� , Span= 18.50ft, Beam Width = 5.125in x Depth = 18.in, Ends are Pin -Pin Max Stress Ratio 0.577 : 1 Maximum Moment 35.1 k -ft Maximum Shear * 1. Allowable 60.8 k -ft Allowable Max. Positive Moment 35.09 k -ft at 7.992 ft Shear. Max. Negative Moment 0.00 k -ft at 18.500 ft Max @ Left Support 0.00 k -ft Max @ Right Support 0.00 k -ft Max. M allow 60.78 Reactions... fb 1,521.33 psi fv 80.16 psi Left DL Fb 2,635.53 psi Fv 300.00 psi Right DL Deflections Center Span... General Information Deflection Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined ...Location Section Name 5.125x18 ...Length/Deft Center Span 18.50 ft .....Lu 18.50 ft 0.461 in Beam Width 5.125 in Left Cantilever ft .....Lu 0.00 ft , Beam Depth 18.000 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi Load Dur. Factor 1.250 Fv Allow 240.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi Wood Density 35.000pcf E 1,800.0ksi Full Length Uniform Loads Center DL 160.00 #/ft LL 32.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #aft Point Loads Dead Load 4,030.0 lbs lbs lbs lbs lbs lbs lbs Live Load 1,720.0 lbs lbs lbs lbs lbs lbs lbs ...distance 8.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 It O:000ft t t �� , Span= 18.50ft, Beam Width = 5.125in x Depth = 18.in, Ends are Pin -Pin Max Stress Ratio 0.577 : 1 Maximum Moment 35.1 k -ft Maximum Shear * 1. Allowable 60.8 k -ft Allowable Max. Positive Moment 35.09 k -ft at 7.992 ft Shear. Max. Negative Moment 0.00 k -ft at 18.500 ft Max @ Left Support 0.00 k -ft Max @ Right Support 0.00 k -ft Max. M allow 60.78 Reactions... fb 1,521.33 psi fv 80.16 psi Left DL Fb 2,635.53 psi Fv 300.00 psi Right DL Deflections Center Span... Dead Load Deflection -0.307 in ...Location 8.954 ft ...Length/Deft 723.0 Camber ( using 1.5 * D.L. Defl ) ... @ Center 0.461 in @ Left 0.000 in @ Right 0.000 in Camber. 3.97 k 3.43 k -0.411 in w. Deflection . 8.954 ft ...Length/Defl 539.88 Right Cantilever... Deflection ...Length/Defl Beam Design OK 5 7.4 k 27.7 k @ Left 5.25 k @ Right 4.47 k @ Left 0.000 in @ Center 0.461 in @ Right 0.000 in Max 5.25 k Max 4.47 k 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Title : Griffin Ranch - Gate House Job # 212 PEK Dsgnr: PH / MJB Date: 10:50AM, 23 DEC 05 Description : Gravity Load Calculations Scope: Rev:580004 User: KW -0605599, Ver 5.8.0, 1 -Dec -2003 General Timber Beam Page 1 (c)1983-2003 ENERCALC Engineering Software 212 pek - gravity - enercalc.ecw:Calwlations Description Header @ Porte Cochere ('In" Side) (Alternate) 45 - General Information Point Loads Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name Prllm: 5.25x18.0 Center Span 18.50 ft .....Lu 18.50 ft Beam Width 5.250 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 18.000 in Right Cantilever ft .....Lu 0.00 ft Member Type Manuf/So.Pine Truss Joist - MacMillan, Parallam 2.0E Bm Wt. Added to Loads Live Load 1,720.0 lbs Fb Base Allow 2,900.0 psi Load Dur. Factor 1.250 Fv Allow 290.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi Wood Density 35.000 pcf E 2,000.0 ksi Full Length Uniform Loads Center DL 160.00 #/ft LL 32.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft % Point Loads Dead Load 4,030.0 lbs lbs lbs lbs lbs lbs lbs Live Load 1,720.0 lbs lbs lbs lbs lbs lbs lbs ...distance 8.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000ft Summary Beam Design OK Span= 18.50ft, Beam Width = 5.250in x Depth = 18.in, Ends are Pin -Pin Max Stress Ratio 0.461 : 1 Maximum Moment 35.1 k -ft Maximum Shear * 1.5 7.4 k Allowable 76.1 k -ft Allowable 34.3 k Max. Positive Moment 35.11 k -ft at 7.992 ft Shear: @ Left 5.25 k Max. Negative Moment 0.00 k -ft at 18.500 ft @ Right 4.47 k Max @ Left Support 0.00 k -ft Camber. @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.405in Max. M allow 76.11 Reactions... @ Right 0.000 in fb 1,486.08 psi fv 78.31 psi Left DL 3.98 k Max 5.25 k Fb 3,221.78 psi Fv 362.50 psi Right DL 3.44 k Max 4.47 k 1 Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.270 in -0.362 in Deflection 0.000 in 0.000 in ...Location 8.954 ft 8.954 ft ...Length/Defl 0.0 0.0 Length/Deft 822.0 614.02 Right Cantilever... Camber ( using 1.5' D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.405 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in i t T 212 PEK BEAM / HEADER LOAD DETERMINATION Trans Gate House - West -Housing, Inc. La Qunita, CA DESCRIPTIOW Continuous Beam @ Breezeway 8 Mechanical SPAN LENGTH: 21 ft. , UNIFORM LOAD: DL (Psf) LL (Psf) Trib'(ft.) 'DL (plf) LL I Total plf Roof: 35 16 s .0 0 0 Floor: 12 40- 0 0 0 ` Wall: 15 0 0 0 0_ Misc. 0 0 0 0 0 '+ 0 0 0 PART UNIF. LOAD 1: From x= 0 To x= 8 �f DL (psf) LL (Psf) Trib. (ft.) DL I LL (plf) Total plf i■ Roof: 35 16 12 420 192 Floor: 12 40 1- • 12 40 Wall: 15. 10 12', 180 0 -' Misc. 0 0 01 0_ 0 " 612 232 844 PART UNIF. LOAD 2: From x= 8 To x= 12 1 DL (Psf) LL (psf) Trib. (ft.) DL (plf) LL (plf) Total PI � Roof: - 35 16 12 420 192. Floor: 12 40 1 12 40 Wall:. Misc. 10 0 0 12, 0 0. 120 0 0 0 t = 552 232 784 POINT LOAD 1: At x = 12 Span of supported member (ft) _ '4 DL (psf) LL (Psf)- Trib. (ftp DL (Plf) LL (Plf) Roof: 35 16 0 .0 0 Floor: f 12 40 4.5 54 180 Wall: 10 0 12 120 0 ; t Misc. 0 0. 0 0 0 Member Line load (plf): 174 180 354 Point Load to supporting beam (#): 348 360. -708 708 POINT LOAD 2: At x = 0- Span of supported member (ft) - 0 DL (psf) LL (psf) Trib. ft. DL I LL (plf) Roof: 35 16 0 0 0 Floor: 12 40 0 .. • 0 0 Wall: .15 0 : ` 0 0 0 Misc. 0 0 0. • .0 0. Member Line load (plf): T 0, 0 -0 Point Load to supporting beam (#): 0 0 0 s V- �, -� 13 - t Title : Griffin Ranch - Gate House Job # 212 PEK Dsgnr: PH / MJB Date: 1:00PM„ 17 DEC 05' Description :.Gravity Load Calculations Scope: User: KW -0605599, Ver 5.8.0, 1 -Dec -2003 Multi -Span Timber Beam Page 1 (c)1983-2003 ENERCALC Engineering Software @ X = 212 pek - gravity - enercalc.ecw:Calculations Description Continuous Beam/Rim @ Breezeway & Mechanicals 5.37 General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Truss Jdist - MacMillan, TimberStrand 1. Fb : Basic Allow 2,600.0 psi Elastic Modulus 1,700.0.ksi Spans Considered Continuous Over Support Fv : Basic Allow 400.0 psi Load Duration Factor 1.000 Timber Member Information psi 1,047.8 Description Over Breezeway Over Mechanical Fb : Allowable Span ft 8.00 13.00 2,600.0 Timber Section TmbrStmd: TmbrStrnd: Bending OK 3.5 x 11 3.5 x 11 k Beam Width in 3.500 3.500 r Beam Depth in 11.875 11.875 0.64 End Fixity Pin - Pin pin - Pin 123.4 Le: Unbraced Length ft 0.00 0.00 psi Member Type 400.0 Loads Shear OK Shear OK Live Load Used This Span ? Yes Yes Dead Load #/ft 612.00 Live Load #/ft 232.00 Dead Load #/ft 20.00 Live Load #/ft 64.00 Start ft 4.000 End ft 8.000 13.000 Dead Load @ Left #/ft 552.00 Dead Load @ Right #/ft 552.00 Live Load @ Left #/ft 232.00 Live Load @ Right #/ft 232.00 Start It End ft 8.000 4.000 Point #1 Dead Load lbs 350.00 Live Load lbs 360.00 @ X ft 4.000 Results Mmax a@ Cntr in -k 43.7 29.5 @ X = ft 2.93 5.37 Max @ Left End in -k 0.0 -86.2 Max @ Right End in -k -86.2 0.0 f l : Actual psi 1,047.8 1,047.8 Fb : Allowable psi 2,600.0 2,600.0 @X= ft 3.31 Bending OK Bending OK Shear @ Left k 2.48 3.96 Shear @ Right k 4.27 0.64 fv : Actual psi 123.4 115.9 Fv : Allowable psi 400.0 400.0 Shear OK Shear OK Reactions & Deflection DL @ Left k 1.88 5.53 LL @ Left k 0.60 2.70 Total @ Left k 2.48 8.23 DL @ Right k 5.53 0.22 LL @ Right k 2.70 0.43 Total @Right k 8.23 0.64 Max. Deflection in -0.036 -0.077 @X= ft 3.31 6.67 -(;it4- 212 PEK Griffin Ranch - Gate House BEAM / HEADER CALCULATION Trans West Housing, Inc. DESCRIPTION: Header Kitchenette (Exterior) ' -7 La Quinta, CA @ . �r SPAN LENGTH: 3.5 ft. Compression side braced? N LOADING:DL s LL s Tnb. (ft.) DL (plf) LL (plf) Total plf Roof: 35 16 5 175 8.0 Floor: 12 40' 6 72 240 Wall: 15 0 15 225 0 Misc. 0 0 0 0 0 ' 472 320 792 Reaction (lb): 826 560 1386 Moment (ftlb.) 722.75 490 1213 TRIAL SIZE: 6x6 DF #1 SUPPORT: 2x6 DF#2 - Plies: 1 Plies: 1 BEAM PROPERTIES: STRESS FACTORS: Width 5.5 inches CD 1.00 Depth 5.5 inches Cr 1.00 Ct 1.00 Fb 1200 psi CM 1.00 Fv 85 psi CV 1.00 rE 1600000 psi CF 1.00 - Fc (perp) 625 psi CL 1.00 r SECTION PROPERTIES: DEFLECTIONS: Required Actual % used a - Area (in) 18.1 30.3 60% Section Modulus (in3)12.1 27.7 44% rr I (DL+LL) for U240 (in4)9.6 76.3 13% -------> TL (in.) 0.02 (LL) for U360 (in4)5.8, 76.3 8% --> LL (in.) 0.01 LI (DL) for U480 (in4)11.4 76.3 15% -------> DL (in.) 0.01 Bearing Area, (int) 2.2 8.25 27% � Plies Use (min.) Beam6x6 DF #1 1 ------------------------------------------- Support 2x6 DF#2 --------- 1 V- 1 1 1 1 DESCRIPTION: SPAN LENGTH: LOADING: 212 PEK BEAM I HEADER CALCULATION Griffin Ranch - Gate House Trans West Housing, Inc. La Quinta, CA Header @ Kitchenette To Breezeway 4 ft. Compr6ssion side braced? N V - Ito — DL (psf) LL (Psf) 6k6 DF #1 ...... t- I 2x6 DF 1 Trib. (ft.) DL (plf) LL (plf) Total P1 Roof: 35 16 0- 0 0 - Floor: 12 40 10.5 126 420 Wall:, 15 0 2 30 0 Misc. 0 0 0 0 0 156 420 576. Reaction (lb): 312 840 1152 Moment (ftlb.) 312 840 1152. TRIAL SIZE: 6x6 DF #1 SUPPORT: 2x6 DF#2 Plies: I Plies: I BEAM PROPERTIES: STRESS FACTORS: Width 5.5 inches Co. 1.06 Depth 5.5 inches Cr 1.00 Ct 1.00 Fb 1200 psi CAA 1.00 Fv 85 psi Cv 1.00 E 1600000 psi CF 1.00 Fc (perp) 626 psi CL 1.00 SECTION PROPERTIES: DEFLECTIONS: Required Actual • % used Area (int) 15.7 30.3 52% Section Modulus (in 3) 11.5 27.7 42% I (DL+LL) for U240 (in 4) 10.4 76.3 14% TL (in.) 0.03 I (LL) for U360 (in) 11.3 .76.3 15% > LL (in.) 0.02 I (DL) for U480 (in 4) 5.6 76.3 7% DL (in.) 0.01 Bearing Area, (int} 1.8 8.25 22% V - Ito — Use (min.) Plies Beam ----------------- Support ',- 6k6 DF #1 ...... t- I 2x6 DF 1 V - Ito — 212 PEK Griffin Ranch -Gate House BEAM / HEADER CALCULATION Trans West Housing, Inc. La Quinta, CA DESCRIPTION: Header @ Breezeway To Guard �. SPAN LENGTH: 7 ft. Compression side braced? N ' LOADING: 1 DL (Psf) LL s Trib. ft. DL I LL I Totalglf Roof: 35 16 0' _ 0; 0 Floor: 12 40 91 ' .108 360 Wall: 15 0 2 30 0 Misc. 0 0 0 0 0 138 360 498 Reaction (lb): 483 1260 1743 Moment ftlb: 845.25.- 2205 3050 TRIAL SIZE: 6x8 DF #1 SUPPORT: 2x6 DF#2 ' y Plies_: 1 Plies: 1 BEAM PROPERTIES: STRESS FACTORS: Width 5.5 inches CD 1.00 Depth 7.5 inches Cr 1.00 Fb Ct. CM 1.00 1200 psi 1.00 F„ 85 psi Cv 1.00 1ti E 1600000 psi CF 1.00 Fc (perp) 625 psi CL _ 1.00 , SECTION PROPERTIES: DEFLECTIONS: �i Required Actual %o used Area (int) 25.3 41.3 - 61% Section Modulus (in3) 30.6 51.6 59% I (DL+LL) for U240 (in4)48.0 193.4 25%. ----------> TL (in.) 0.09 (LL) for U360 (in4)52.1 193.4 27% - > LL (in.) 0.06 I (DL) for U480 (in4)26.6 193.4 14%– DL (in.) 0.02 Bearing Area, (int) 2.8 8.25 34% ~ Use (min.) Plies Beam 6x8 DF #1 11 - -Support Support 2x6 DF#2 F -T . V- -47- 17 Trapezoidal Loads 'PLI118111"'y Title : Griffin Ranch - Gate House Job # 212 PEK Dsgnr: PH / MJB Date: 1:07PM, 17 DEC 05 #1 DL @ Left 175.00 #/ft Description : Gravity Load Calculations 80.00 #/ft Start Loc Scope DL @ Right Rev: 580004 User: KW -0605599, Ver 5.8.0, 1 -Dec -2003 General Timber Beam Page 1 80.00 #/ft (c)1983-2003 ENERCALC Engineering Software 212 pek - gravity - enercalc.ecw:Calculations #2 DL @ Left Description Header @ Guard LL @ Left 200.00 #/ft Start Loc 4� I o DL @ Right General Information Code Ref. 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined 200.00 #/ft Section Name 6x12 Center Span 9.00 ft .....Lu 9.00 ft 6.0 k Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 ft 7.50 k -ft Beam Depth 11.500 in Right Cantilever ft .....Lu 0.00 ft 3.33 k Member Type Sawn Douglas Fir - Larch, No.1 0.00 k -ft Bm Wt. Added to Loads Fb Base Allow 1,000.0 psi 3.33 k Load Dur. Factor 1.000 Fv Allow 95.0 psi 0.00 k -ft Beam End Fixity Pin -Pin Fc Allow 625.0 psi @ Left Wood Density 35.000pcf E 1,700.0ksi Max @ Right Support Full Length Uniform Loads Center DL 210.00 #/ft LL #/ft l Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Trapezoidal Loads 'PLI118111"'y #1 DL @ Left 175.00 #/ft LL @ Left 80.00 #/ft Start Loc 0.000 ft DL @ Right 175.00 #/ft LL @ Right 80.00 #/ft End Loc 9.000 ft #2 DL @ Left 60.00 AM LL @ Left 200.00 #/ft Start Loc 0.000 ft DL @ Right 60.00 #/ft LL @ Right 200.00 #/ft End Loc 9.000 ft i I it 'PLI118111"'y Beam Design OK Span= 9.00ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin Max Stress Ratio 0.746 : 1 Maximum Moment 7.5 k -ft Maximum Shear ` 1.5 4.0 k Allowable 10.0 k -ft Allowable 6.0 k ' Max. Positive Moment 7.50 k -ft at 4.500 ft Shear: @ Left 3.33 k Max. Negative Moment 0.00 k -ft at 9.000 ft @ Right 3.33 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.086 in ' Max. M allow 10.04 Reactions... @ Right 0.000in lb 742.03 psi fv 62.58 psi Left DL 2.07 k Max 3.33 k Fb. 994.09 psi Fv 95.00 psi Right DL 2.07 k Max 3.33 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.057 in -0.092 in Deflection 0.000 in 0.000 in ...Location 4.500 ft 4.500 ft ...Length/Defl 0.0 0.0 ' ...Length/Deft 1,883.2 1,171.00 Right Cantilever... Camber ( using 1.5 • D.L. DO ) ... Deflection 0.000 in 0.000 in @ Center 0.086 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in i I it ' Full Length Uniform Loads Center DL 210.00 #/ft Left Cantilever DL #/ft Right Cantilever DL #/ft Title : Griffin Ranch - Gate House Job # 212 PEK, Dsgnr: PH / MJB Date: 1:09PM, 17 DEC 05 Description : Gravity Load Calculations Scope #/ft #/ft #/ft Rev: 580004 User: KW -0605599, Ver 5.8.0, 1 -Dec -2003 General Timber Beam - Page 1 , ' (c)1983-2003 ENERCALC Engineering Software Description Header @ Guard (Omega) 212 pek - gravity - enercalc.ecw:Calculations. at 9.000 ft Deflection ' General Information Code Ref. 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined #1 DL @ Left Section Name 5.125x10.5 Center Span 9.00 ft .....Lu 9.00 ft 80.00 #/ft Beam Width 5.125 in Left Cantilever ft .....Lu 0.00 ft 0.00 k -ft Beam Depth 10.500 in Right Cantilever ft ...:.Lu 0.00 ft ' Member Type . GluLam Douglas Fir, 24F - V8 9.000 ft Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi 60.00 #/ft Load Dur. Factor 2.261 Fv Allow 190.0 psi Start Loc Beam End Fixity Pin -Pin Fc Allow 650.0 psi DL @ Right Wood Density 35.000pcf E v 1,800.Oksi 200.00 #/ft End Loc 1.3 3 x 1.7 - 2.261 ' Full Length Uniform Loads Center DL 210.00 #/ft Left Cantilever DL #/ft Right Cantilever DL #/ft LL LL LL #/ft #/ft #/ft Shear: ' Trapezoidal Loads 0.00 k -ft at 9.000 ft Deflection @ Right Max @ Left Support #1 DL @ Left 175.00 #/ft LL @ Left 80.00 #/ft Start Loc 0.000 ft 0.00 k -ft DL @ Right 175.00 #/ft LL @ Right 80.00 #/ft End Loc 9.000 ft #2 DL @ Left 60.00 #/ft LL @ Left 200.00 #eft Start Loc 0.000 ft ' DL @ Right 60.00 #/ft LL @ Right 200.00 #/ft End Loc 9.000 ft 10.37 k LPoint Loads GiwE -i4!; : = Alto 2• S it ,SV Dead Load 11,500.0 Itis lbs lbs lbs lbs lbs lbs ' Live Load lbs lbs lbs lbs lbs lbs lbs ...distance 6.500 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000ft Beam Design OK Span= 9.00ft, Beam Width = 5.125in x Depth = 10.5in, Ends are Pin -Pin Max Stress Ratio 0.713 : 1 Maximum Moment 26.7 k -ft Maximum Shear1.5 Allowable 41.2 k -ft Allowable Max. Positive Moment 26.73 k -ft at 6.480 ft Shear: @ Left Max. Negative Moment 0.00 k -ft at 9.000 ft Deflection @ Right Max @ Left Support 0.00 k -ft 0.000 in ...Location Camber. @ Left Max @ Right Support 0.00 k -ft ...Length/Defl 325.0 285.42 @ Center Max. M allow 41.23 Reactions... 0.000 in @ Right fb 3,405.64 psi fv 306.32 psi Left DL 5.26 k Max Fb 5,254.43 psi Fv 429.59 psi Right DL 10.37 k Max Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Deflection -0.332 in -0.378 in Deflection 0.000 in ...Location 4.896 ft 4.824 ft ...Length/Defl 0.0 ...Length/Defl 325.0 285.42 Right Cantilever... Camber( using 1.5 • D.L. DO ) ... Deflection 0.000 in @ Center 0.498 in ...Length/Defl 0.0 @ Left 0.000 in @ Right 0.000 in 16.5 k 23.1 k 6.52 k 11.63 k 0.000 in 0.498 in 0.000 in 6.52 k 11.63 k 0.000 in 0.0 0.000 in 0.0 1 1 _G -U -I I,JVV.V IVJ IUJ IVJ IVJ IUJ Live Load lbs lbs lbs lbs lbs ...distance 6.500 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary Span= 9.00ft, Beam Width = 5.125in x Depth = 10.5in, Ends are Pin -Pin Max Stress Ratio 0.365 : 1 Maximum Moment -14.7 k -ft Maximum Shear1.5 Allowable 41.2 k -ft Allowable lbs lbs 0.000 ft 0.00011 Beam Design OK Max. Positive Moment 0.01 k -ft at 0.180 ft Title i Griffin Ranch - Gate House Job # 212 PEK @ Left Left Cantilever... De Dsgnr: PH / MJB Date: 1:10PM, .17 DEC 05 -14.67 k -ft at Description : Gravity Load Calculations ' @ Right Scope Max @ Left Support Rev: 580004 User: KW -0605599, Ver 5.8.0, 1 -Dec -2003 General Timber Beam Page 1 783.16 (c)1983-2003 ENERCALC Engineering Software _ 212 pek - gravity - enercalc.ecw:Calculations Description Header @ Guard (-Omega) @ Left I ' General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined ...Length/Defl Section Name 5.125x10.5 Center Span 9.00 ft .....Lu 9.00 ft Max. M allow Beam Width 5.125 in Left Cantilever ft .....Lu 0.00 ft Reactions... Beam Depth 10.500 in Right Cantilever ft .....Lu 0.00 It ' Member Type GluLam Douglas Fir, 24F - V8 156.71 psi Bm Wt. Added to Loads Fb Base Allow 2,400.0 psi Max Load Dur. Factor 2.261 Fv Allow 190.0 psi Fv Beam End Fixity Pin -Pin Fc Allow 650.0 psi -6.24 k - Wood Density 35.000pd E 1,800.0 ksi Full Length Uniform Loads ' Center DL 210.00 #/ft LL #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Trapezoidal Loads #1 DL @ Left 175.00 #/ft LL @ Left 80.00 #/ft . Start Loc 0.000 It DL @ Right 175.00 #/ft LL @ Right 80.00 #!ft End Loc 9.000 ft #2 DL @ Left 60.00 #!ft LL @ Left 200.00 #/ft Start Loc 0.000 ft ' DL @ Right 60.00 #/ft LL @ Right 200.00 #/ft End Loc 9.000 ft Point Loads 1 1 _G -U -I I,JVV.V IVJ IUJ IVJ IVJ IUJ Live Load lbs lbs lbs lbs lbs ...distance 6.500 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary Span= 9.00ft, Beam Width = 5.125in x Depth = 10.5in, Ends are Pin -Pin Max Stress Ratio 0.365 : 1 Maximum Moment -14.7 k -ft Maximum Shear1.5 Allowable 41.2 k -ft Allowable lbs lbs 0.000 ft 0.00011 Beam Design OK Deflections Max. Positive Moment 0.01 k -ft at 0.180 ft Shear. @ Left Left Cantilever... De Max. Negative Moment -14.67 k -ft at 6.480 ft ...Location @ Right 5.400 ft Max @ Left Support 0.00 k -ft 591.2 783.16 Camber: @ Left Max @ Right Support 0.00 k -ft 0.274 in ...Length/Defl @ Center 0.000 in Max. M allow 41.23 @ Right Reactions... @ Right fb 1,869.82 psi fv 156.71 psi Left DL -1.13 k Max Fb 5,254.43 psi Fv 429.59 psi Right DL -6.24 k - Max Deflections 0.000 in 0.0 0.0 Center Span... Dead Load Total Load Left Cantilever... De Deflection 0.183 in 0.138 in Deflection ...Location 5.184 ft 5.400 ft ...Length/Defl ...Length/Defl 591.2 783.16 Right Cantilever... Camber ( using 1.5 " D.L. DO ) ... Deflection @ Center 0.274 in ...Length/Defl @ Left 0.000 in @ Right 0.000 in ` 8.4 k 23.1 k 1.13k 6.24 k 0.000 in 0.274 in 0.000 in 0.13k -4.98 k 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 ' L A 212 PEK 3 BEAM /HEADER CALCULATION Griffin Ranch - Gate House Trans West Housing, .Inc. La Quinta, CA DESCRIPTION: Flush Beam @ Breezeways ' SPAN LENGTH: .8 ft. 'Compression side braced? Y ' LOADING: DL (asf) LL (asf) Tnb. (ft.) DL (plf) LL (plf) Total plf Roof: 35 16 „ 10 r 350 160 ' Floor: 12 }40 1 12 40 Wall: 15 0 •13 • 195 0 Misc. 0 0 0 0 0 557 200 757 ' Reaction (Ib): 2228 800 3028 f Moment (ftlb.) 4456 1600 , 6056 TRIAL SIZE: TS 1.75 x 11.7/8 SUPPORT: 2x6 DF#2 Plies: 1 Plies: 1 BEAM PROPERTIES: STRESS FACTORS: Width 1.75 inches Co 1.00 Depth 11.875 inches Cr 1.00 Fb Ct 1.00 . 2600 psi CM 1.00 F„ 400 psi Cv 1-.00 E 1700000 psi CF 1.00 Fc (perp) 625 psi CL 1.00 SECTION PROPERTIES: DEFLECTIONS: ' Required Actual % used Area (int) 8.5 20.8 41% , ' Section Modulus (in3)27.9 I (DL+LL) for U240 (in 4) 102.6 41.1 244.2 68% 42% > TL (in,) 0.17 1 (LL) for U360 (in4)40.7 •244.2 17% — > LL (in.) 0.04 ' I (DL) for U480 (in4)151.0 244.2 62% > DL (in.) 0.12 Bearing Area, (int) 4.8 8.25 59% ' Plies Use (min.) Beam TS 1.75 x 11.7/8 1 ' Support 2x6 DF#2 1 V- ... „ —C 2, • ' e .ems .. 212 PEK BEAM / HEADER CALCULATION Griffin Ranch - Gate House Trans West Housing, Inc. La Quinta, CA DESCRIPTION: Header @ Storage Z ' ' SPAN LENGTH: 3.5 ft. Compression side braced? N , LOADING: - - DL (Psf) LL (psf) Tnb- (ft-) DL 1 LL (plf) Total plf Roof: 35 16 13 455 208 Floor: 12 40 0 0 0 ' Wall: 15 0 2 30 0. Misc. 0 0 0 0 0 h ' 485 208. 693 ' Reaction (lb): 849 364 1213 Moment (ftlb.) 742.656. 318.5 1061 'SUPPORT: TRIAL SIZE: 6x6 DF #1 2x6 DF#2. Plies: 1 Plies: 1- BEAM PROPERTIES: STRESS FACTORS: Width Depth 5.5 inches Co Cr 1.25 5.5 inches 1.00 Ct 1.00 ' Fb 1200 psi CM 1.00 F„ 85 psi Cv 1.00 ' E 1600000 psi CF 1.00 Fc (perp) 625 psi CL 1.00 ' SECTION PROPERTIES: DEFLECTIONS: Required Actual % used Area (int) 12.6 30.3 42% Section Modulus (in3)8.5 (DL+LL) for U240 (in4).8.4 27.7 , 31 76.3 11% —> TL (in.) 0.02 (LL) for U360 (in4)3.8 76.3 5% > LL (in.) 0.01 (DL) for U480 (in4)11.7 76.3 - 15% > DL (in.) 0.01 Bearing Area, (int).1.9,8.25 24% ' - Plies Use (min.) Beam 6x6 DF #1 1 Support 2x6 DF#2 - 1--- 212 PEK BEAM i HEADER CALCULATION Griffin Ranch - Gate House ' Trans West Housing, Inc.A\ La Quinta, CA DESCRIPTION: Header @ Breezeway ('Out' Side) 13 - SPAN' LENGTH: 8 ft. Compression side braced? N ' LOADING: - DL (asf) LL (psf) Tnb. (ft.) DL (plf) LL (Plf) Total PI Roof: 35 16 2 70 32 Floor: 12 40 0 0 0 " Wall: 15 0 2 30 0 Misc. 0 , 0 0' 0 0 ' 100 32 132 ' Reaction (lb): 400 128 528 Moment (ftlb.) 800 256 1056 RIAL SIZE: T` 6x6 DF #1 SUPPORT: 2x6 DF#2 Plies: 1 Plies: 1 BEAM PROPERTIES: STRESS FACTORS: Width 5.5 inches Co 1.25 Depth 5.5 inches Cr 1.00 Fb Ct 1.00 1200 psi CM 1.00 F„ 85 psi Cv 1.00 , E 1600000 psi CF . 1.00 Fc (perp) 625 psi CL 1.00 ' SECTION PROPERTIES: DEFLECTIONS: Required Actual % used Area (int) 6.6 '30.3 22% ' Section Modulus (in3)8.5 (DL+LL) for U240 (in4)19.0 27.7 76.3 31% 25% > TL (in.) 0.10 (LL) for U360 (in4)6.9 76.3 9% > LL (in.) 0.02 (DL) for U480 (in4)28.8 76.3' 38% —> DL (in.) 0.08 Bearing Area, (int) 0.8 8.25 10% ' Plies Use (min.) Beam 6x6 DF #1 1 ' Support 2x6 DF#2 1 Diaphragm Level Weight s Plate Heights ft. Level Thickness ft. Add Ht @ top level ft • 35 12 12 10 a 0 0 Exposure Exp C Seismic 21.2 PEK Z= 0.4 Vu = 0.202 x W Gate House Na= 1.01 Vw= Vu 1.4 0.144 x R = 5.5 Tract No. 32879 ' Geometry of Diaphragms: 2 -Story Area La Quina, CA Diaphragm Level,2 Weight (psf) 351, Wall Trib. To Level 10 psf x2 Area x1 y1 y2 Area x bar ar- y bar' 1. 1. Roof O/ Attic 0 . 0 24 35 840 12.0 17.5 ` Level Area 840 Level 2 Max x dim: 24 Center of Mass 12.0 17.5 Level 2 Max y dim: 35 Diaphragm Level 1 Weight (psf) 12 . FWall Trib. To Level 20 psf ' Area 1. Floor @ 2 -Story x1 2.5 y1 2.5 x2 21.5 y2 32.5 Area 570 x bar 12.0 y bar 17.5 Level Area 570 Level 1 Max x dim: Level 1 Max y dim: 21.5 32.5 Center of Mass. 12.0 17.5 ' Lateral Loads Diaphragm Level Weight s Plate Heights ft. Level Thickness ft. Add Ht @ top level ft 2 1 35 12 12 10 2 4 0 0 Seismic Zone 4 ti Wind Speed 70 mph Exposure Exp C Seismic Vu=2.5 x Ca x I/ R x (Wd) Z= 0.4 Vu = 0.202 x W Ca = 0.44 x Na Na= 1.01 Vw= Vu 1.4 0.144 x R = 5.5 212 PEK Gate House t SEISMIC LOAD CALCS - BOTH DIRECTIONS Tract No. 32879 La Quinta, CA SEISMIC WEIGHTS Level 2 Element Level Area Wt. s Wt. # Average Height Level 2 Diaphragm Walls Trib to Level 2 840 840 35 10 29400 8400 24 24 Total Wt: 37800 -24.0 (Weighted Ave.. Ht.) Level Element Level Area Wt. s Wt. # Avera a Hei ht Level 1 Diaphragm Walls Trib to Level 1 570 570 12 20 6840 11400 10.5 10.5 Total Wt: 18240 10.5 (Weighted Ave. Ht.) _ SEISMIC DISTRIBUTION Fx = V * (Wx / Hx) / (sum (Wx * Hx) Level Height Feet PoPounds Fx Unit Fx sLevel2 24.0 a 6676 7.9 Level 1. 10.5 1409 2.5 TOTALS: 8086 10.4 REDUNDANCY CHECK ' In order to limit rho to be equal to or less than one, the unit shear in any wall must be less than: 2 x V T / (AB ^0.5) = 677 plf DO NOT EXCEED THIS VALUE FOR UNIT SHEAR AND RHO WILL ALWAYS BE LESS THAN 1.0 212 PEK Gate' House Tract No. 32879 La Wind Vw = CeCglgs Speed 70 mph Quinta, CA Where qs = 12.6 psf Exp C WIND LOAD CALCS: 2nd LEVEL Height:, 24.0 . Ind LEVEL WIND LOAD (PLF) 156 f WIND LOAD CALCS: 1st LEVEL Height: 10.5 Basic Pres. (Psq Ce C q Tributa hei ht feet Load I (P Above Level t Below Total Trib. Windward 12.6 1.19 0.8 0 2 6.0 8 96 Leeward 12.6 1.19 0.5 0 2 6.0 8 60 Ind LEVEL WIND LOAD (PLF) 156 f WIND LOAD CALCS: 1st LEVEL Height: 10.5 Basic Pres. (PSD Ce C q Tributaryhei ht(feet)Load �P I Above Level t Below Total Trib. 12.6 1.06 0.8 61 5.0 12 128 Windward Leeward . 12.6 1.06 0.5 6 1 5.0 12 80 WIND LOADS (for sloped and gable roofs with varying 212 PEK 1 Gate House 1 Sloped Roofs 1 Gable Roofs Tract No. 32879 Roof 1 Roof 2 1 Roof 3 Roof 4 - 1 -Story Lateral Load., Porte Cochere ('In' Side) La Quints, CA 18.5 0 0 0 Material Weight 10 0 0 0 10 0 0 0 Windward load (plf) Leeward load (plf) 87 0 Roof 35 psf 99 0 Ext. Wall 15 psf of wall area 113 0 0 0 62 0 0 Int. Wall 10 psf of wall area 1 2001 01 01 Typical Plate Height 10 ft. (for seismic calcs only, see below for wind) 0 0 Seismic Zone 4 , Wind Speed 70 mph (Exposure C assumed) Seismic f V= 2.5 x Ca.x I/ R Vu = 0.202 x W Ca = 0.44 x Na (Strength level) Na = 1.01 R= .5.5 Vw= Vu 11.4 0.144xW (Working Stress) Wind Vw = Ce x Cq x l x qs Where qs= 12.6 psf SEISMIC LOAD DATA Direction Diaphragm Depth # of ext. walls # of int. walls North-South 23 ft. 1; 0 East-West 26 ft. 1 0 Total Weight (roof t walls): 24605 pounds SEISMIC LOADS. ' Total Base Shear 3550 lbs Unit Base Shear 5.9 psf WIND LOADS (for sloped and gable roofs with varying elevations) 1 Ht. (ft, max at sloped, avg. at gable): Plate heights 1 Sloped Roofs 1 Gable Roofs Roof 1 Roof 2 1 Roof 3 Roof 4 - Roof A I Roof B Roof C Roof D 18.5 0 0 0 14.25 0 0 0 10 0 0 0 10 0 0 0 Windward load (plf) Leeward load (plf) 87 0 0 0 99 0 0 0 113 0 0 0 62 0 0 0 Total Wind Load (pit): 1 2001 01 01 Oil 1611 0 0 0 1 1 1 212 PEK Gate House .Tract No. 32879 1 -Story Lateral Load. Restroom / Storage ZI - e W Quinta, CA Material Weight Roof 35 psf V Ext. Wall 15 psf of wall area } Int. Wall 10 psf of wall area . Typical Plate Height 10 ft. (for seismic calcs only, see below for wind) K Seismic Zone 4 Wind Speed 70 mph (Exposure C assumed) Seismic V= 2.5 x Ca x I R Vu = 0.202 x W Ca = 0.44 x Na (Strength level) Na = 1.01 r R= 5.5 Vw= Vu 1.4 0.144xW (Working Stress Wind Vw= CexCgxIxgs Where qs= 12.6 psf SEISMIC LOAD DATA Direction Diaphragm Depth # of ext.'walls # of int. walls North-South 25 ft. 1 1 East-West 10 ft. 2 2 Total Weight (roof + walls): 14375 pounds SEISMIC LOADS Total Base Shear 2074 lbs Unit Base Shear 8.3 psf WIND LOADS (for sloped and gable roofs with varying elevations) z Ht. (ft, max at sloped, avg. at gable): Plate heights Slop ed Roofs Gable Roofs. Roof 1 Roof 2 Roof 3 Roof 4 Roof A Roof B Roof C Roof D 14 0 0 0 1 12 0 0 0 10 0 0 0 10 0 0 0 Windward load (pit) Leeward load (plf) 691 0 0 0 75 0 0 " 0 711 0 0 01 47 0 0 0 Total Wind Load (plf): 1401 01 01 olF---12,-F 61 01 0 z 1 1 1 1 1 1 1 1 PROJECT:' .GRIFFIN.' RANCH ' . ' .G. ATE. . HOUSE . . . .. . ... --- ... ... .... , , , ,........... ... . TRANS.. INC. TRACT NO.. 32879 ... . ...... ............ .. LA..QVINTA,.. .. �q� ................... .................... ■ All JOB NO.: .21.2 PEK : PROJ. ENGR.: ... .................................................. MJ8.../ -!�fi SCALE: N.T.S. Patel Burica &Associates, Inc. DATE: ........................................ I ........................ F— — — — — — — — — H. ..... 10 T Acce4l A Py, I C SHEAR LINE INDEX: UPPER ROOF LEVEL PROJECT: GRIFFIN RANCH —GATE HOUSE TRANS WEST HOUSING, INC. VF TRACT NO. 32879 , ry. LA QUINTA, CA PBA JOB NO.: 212 PEK PROJ. ENGR.: MJB / PH SCALE: N.T.S. Patel Burica & Associates, Inc. DATE: - 1 i, > �- L; F1 —f1i n�LL tchenettes IMech.�)RestrooHall l "�t e Porte Cochere . OUT Breezeway stora9a �--j.�l� ❑ !� II Guard I II 5 SHEAR LINE INDEX: LOWER ROOF LEVEL LATERAL LOAD DISTRIBUTION TO SHEAR LINES Second Diaphraom Level m 4M .00 212 PEK Griffin Ranch - Gate House Tract No. 32879 La Quinta, CA Line Unit Loads Lateral Load Trib Area Lateral Load Trib Area I Load I Adjacent Area Lateral Load Unit Loads Trib Area Load Lateral LoadFrom Above Total Lat. Load Gov'g Load Seismic (psi Wind (pit) W (ft) D (ft) Seismic (Ib) Wind (lb) Seismic (psi Wind (ply W (ft) D (ft) Seismic (Ib) Wind (Ib) Seismic (Ib) Wind (Ib) Seismic (Ib) Wind (Ib) Type lbs A 1 7.91 1561 151 241 28611 23381 01 01 01 01 01 01 0 0 28611 23381 Seismic 1 2861 H 1 7.91 1561 151 241 28611 23381 01 01 01 01 01 01 01 01 28611 2338[Seismicl 2861 5.9 99 11.5 24 1628 1139 0 0 1628 1139 Seismic 1628 C 8.3 75 3 1 7.91 1561 9.51 351 26431 14811 01 01 01 01 01 01 01 01 26431 1481 Seismic 2643 4 1 7.91 1561 9.51 35 26431 14811 5.91 1611 121 231 16281 19321 01 01 42711 34131 Seismic 1 4271 First Diaphragm Level Line Unit Loads Lateral Load Trib Area Load Adjacent Area Lateral Load Unit Loads Trib Area Load Lateral LoadFrom Above Total Lat. Load Gov'g Load Seismic Wind (pst) (plf) W (ft) D (ft) Seismic Wind (Ib) (lb) Seismic (psf) Wind (plo W (ft) D (ft) Seismic Wind (Ib) (Ib) Seismic (lb) Wind (Ib) Seismic (Ib) Wind (Ib) Type lbs A 1 2.5 208 15 19 705 3124 0 0 0 0 0 0 2861 2338 3566 5461 Wind 5461 B 2.5 208 0 0 0 0 5.9 99 11.5 24 1628 1139 0 0 1628 1139 Seismic 1628 C 8.3 75 12.5 10 1038 938 0 0 0 0 0 0 0 0 1038 938 Seismic 1038 D 0.0 . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Seismic 0 E 2.5 208 0 0 0 0 5.9 99 11.5 24 1628 1139 0 0 1628 1139 Seismic 1628 F 0.0 0 0 0 01 01 0 0 0 0 01 01 0 01 01 01 Seismic 0 G 1 8.31 3 12.51 10 10381 9381 01 01 01 0 0 01 01 01 10381 9381 Seismic 1038 H 2.51 2081 151 19 7051 31241 01 01 01 0 01 01 28611 23381 35661 54611 Wind 1 5461 1 6.4 133 0 0 0 0 0 0 0 0 0 0 0 01 0 01 Seismic 0 2 8.3 140 5 25 1038 700 0 0 0 0 0 0 0 0 1038 700 Seismic 1038 3 2.5 208 9.5 30 705 1978 8.3 140 5 25 1038 700 2643 1481 4385 4159 Seismic 4385 4 2.5 208 9.5 30 705 1978 0 0 0' 0 0 0 4271 3413 4976 5391 Wind 5391 5 2.5 208 0 0 0 0 5.9 161 12 23 1628 1932 0 0 1628 1932 Wind 1932 Shear Walls and OTM - Flex 212 PEK Griffin Ranch - Gate House Tract No. 32879 La Quinta, CA Second Level Shear Walls, X -X Direction Line Wall Seg. FH Open'g (ft.) Load (Ibs.) Total Slesmlc Wind SW SW Height OTM Trib. W or H (ft.) RM Tension Tension (lbs.) Strap or Capacity Post Tension (Ibs) Above Added Total Strap or Hold Down Capacity (lbs.) Post Size Selsmlc WInd (plf) 3.1 11 2.6 45 2843 1481 11 240 135 Selsmlc Wlnd (lbs.xft) Roof Floor Wall (lbs.xft) (lbs.) Above Added Total (lbs.) 13 1 .12 38956 Length W H Length Flex (plf) Type Cap (ft.) Hold Down Size A A.1 7.5 .0 0 2881 2338 7.5 382 312 3 490 12 34335 2 0 12 5569 4110 0 0 4110 MSTC 68 CLR 5035 4x6 A.10 0 0 0 0 .0 4.11 0, 0 0 0 12 0 0 0 12 0 0 0 0 0 0 H H.1 1 7.51 0 =0 2861 2338 7.5 382 312 3 490 12 34335 2 0 12 5589 4110 0 0 4110 MSTC 66 CLR 5035 4x8 H.10 0 0 0 0 0 0 12 0 0 0 12 0 0 0 0 0 0 Second Level Shear Walls, Y -Y Direction Line Wall Seg. FH Length Open'g (ft.) W H Load (lbs.) Total Length SI(Pm is Flex Wind (plf) SW Type SW Cap Ht. (ft.) 0 OTM (lbs.xft) Trlb. W or H (ft.) Roof Floor Wall RM (lbs.xft) Tension (Ibs.) Tension (Ibs) Above Added Total Strap or Hold Down Capacity (lbs.) Post Size Selsmlc WInd 3 3.1 11 2.6 45 2843 1481 11 240 135 8 280 12 31713 13 1 .12 38956 7557 0 .0 -557 0 3.11 0 0 0 0 0 7 0 12 0 0 0 12 0 0 0 0 0 0 4 4.1 9.5 0 0 4271 3413 18.5 231 184 6 260 12 26319 3 • 0 12 9747 1841 0 0 1841 2 - CS 16 3300 4x6 4.2 9 0 0 231 184 6 260 12 24934 3 0 12 8748 1904 0 0 1904 2 - CS 16 3300 4x6 4.11 0, 0 0 0 0 - 0 12 0 0 0 12 0 01 0 0 7.0 0 • t a_ I • t a_ Shear Walls and OTM - Flex A13 212 PEK Griffin Ranch - Gate House Tract No. 32879 La Quinta, CA First Level Shear Walls, X -X Direction Line Wall Seg. FH Length Open'g (ft.) W H Load (lbs.) Total length Si(plo pIQ Flex Wind (plf) SW SW Type Cap Height (ft.) OTM (lbs.xft) Trib. W or H (ft.) Roof Floor Wail RM (lbs.xft) Tension (lbs.) Tension (lbs.) Above Added Total Strap or Hold Down Capacity (lbs.) Post Size Seismic Wind A A.1 10 8.5 6 3568 5461 10 357 546 2 640 10 54613 0 4.5 10 23389 1735 -4110 0 5844 HDQ 8 8325 4x6 A.2 0 0 0 .0 0 0 10 0 0 0 10 0 0 0 0 0 0 A.10 0 0 0 0 0 1 0 1 10 01 0 0' 10 01 0 0 0 0 0' B B.1 1.5 0 0 1628 1139 1.5 1086 759 HF 11x18H 1458.7 10 16284 1 0 10 172 16112 0 0 16112 Built In Per Mfr Built in. B.10 0 0 0 1 0 0 - 0 10 0 0 0 10 0 0 0 0 0 0' C C.1 6 3.25 3.25 1036 836 8 173 156 6 280 10 10375 12 0 10 15016 -530 0 0 -530 0 C.10 0 0 0 0 0 0 10 0 0 0 10 0 0 0 0 0 0 E E.1 1.5 0 0 1828 1139 1.5 1086 759 HF 11x18H 1458.7 10 16284 1 0 10 172 16112 0 0 16112 Built In Per Mfr Built in E.10 0 0 0 0 0 - 0 1 10 01 0 0 10 0 0 0 0 0 0 G G.1 8 0 0 1038 938 6 1 173 156 1 6 280 1 10 103751 121 01 10 6318 7381 0 1 0 738 H7722 5250 4x8 G.10 0 0 0 0 0 0 1 10 Ol Ol Ol 10 0 01 0 1 0 0 0 H H.1 12.25 6 5.5 3566 5481 12.25 291 448 3 490 10 54613 0 6 10 24770 1681 4110 0 5791 PHD 6 5860 4x6 H.10 0 0 0 0 0 1 - 0 10 0• Ol Ol 10 0 Ol 0 1 Ol 0. 1 0 u �. Ift' Imo, 4M 00, owl on, M 0011 Shear Walls and OTM - Flex 212 PEK Griffin Ranch - Gate House Tract No. 32879 La Quinta, CA First Level Shear Walls, Y -Y Direction Line Wall Seg. FH Length Open'g (ft.) W H Load (lbs.) Total Length 3lesmic (pli Flex Wind (plf) SW Type SW Cap Ht. (ft.) 0 OTM (lbs.xft) Trib. W or H (ft.) Roof Floor Wall RM (lbs.xft) Tension (Ibs.) Tension (lbs:) Above Added Total Strap or Hold Down Capacity (lbs.) Post Size Seismic Wlnd 2 2.1 6 0 0 1038 700 8 173 117 6 280 10 10375 2 0 10 3078 1327 0 0 1327 HTT22 5250 4x8 2.11 0 0 0 0 0 0 10 0 0 - 0 10 0 0 0 0 0 0 9 3.1 0 0 0 4385 4159 14.5 0 0 - 0 10 0 0 0 10 0 0 0 0 0 Beam Blw See Plan 3.2 5.5 0 0 302 287 4 350 10 18833 0 0 10 2042 2918 0 0 2918 HTT22 5250 4x8 3.3 9 0 0 302 287 4 350 10 27217 0 0 10 5468 2559 0 0 2559 HTT22 5250 ' 4x8 3.11 0 0 0 0 0 0 10 0 0 0 10 .0 0 0 0 0 0 4 4.1 0 0 0 4976 5391 1 5.34 0 0 0 10 0 0 0 10 0 0 1841 0 1641 HTT22 5250 4x8 4.2 0 0 0 0 0 1 0 10 0 Ol 0 10 0 0 1904 0 1904 HTT22 5250 4x6 _ 4.3 2.67 0 0 932 1010 HF10x32H 1189.5 10 26954 0 0 10 358 12256 0 0 12256 Built In Per Mfr Built In 4.4 2.67 0 0 932 1010 HF10x32H 1189.5 10 28954 0 0 10 358 12256 0 0 12256 Built In Per Mfr Built in 4.11 0 0 0 0 0 0 10 0 0 0 10 0 0 0 0 0 0 5 5.1 2 0 1628 1932 2 814 988 HF10x24 1081 10 19320 2 0 10 255 12710 0 012710 Built In Per Mfr Built in 5.2 0 . 0 0 0 0 10 0 0 0 10 0 0 0 0 0 05.11 0 0 Ejo 0 0 0 10 0 0 0 10 0 0, 0 0 0 0 Foundation A\ Pad 4a = 1,500 psf. Min. size Min. sq. Location Load (lbs:) {sq. ft.) dim. Use size (in.) (in. x in_) Header @ Porte Cochere ('In' Side) 5,500 3.7 23 24 x 24 _ Header.@ Porte Cochere ('In' Side) 8,500 5.7 29 30 x 30 0.0 0 1� Footing Actual max load: " DL (psf) LL (psf) Trib. (ft.) DL (plf) LL (ptf) Total nlf Roof. 35 16 15 .525 240 Floor: 12 40 .1 12 40 Wall: 15 0 23 345 0 Misc. 12 40 0 0 0 882 280 1162 Ext Footing Allowable: D (in.) W (in.) Allow. brg. (psf) Allow. line load 12 12 1500 1500 pif �Allow. FOOTING OK Point Load 3000 -lbs. JJ 3 PROJECT x f3Y PROJECT NAME C,�rrG'n/ 2�a✓G� DATE DESCRIPTION ��F ��SE _ Patel Burica & Associates, Inc. PACE of 2 structural engineering (fa C� s Z I . . _ 46IS-m/e-; . Co. �9-) (o . x (, . of x • Wh��c,_ GAJ = o,S-�os� i%G.✓,�� J 832 W. Town & Country Road • Orange, California 92868 Tel: 714.547.1115 • Fax: 714.547.1141 • www.PBAstructural.com PROJECT#Z/2 ��k —3( -- BY PROJECT NAME "7,e -i r fig✓ /' ��i ¢ DATE DESCRIPTION C =ySF Patel Burica & Associates, Inc. PACE OF Z s t r u c t u r a l e n g i n e e r i n g 1 832 W. Town & Country Road • Orange, California 92868 Tel: 714.547.1115 • Fax: 714.547.1141 • www.PBAstructural.com _/'::F3- Title : Griffin Ranch,- Gated Entry Job # 213 PEK Dsgnr: PH Date: 8:40AM, 3 AUG 06 Description: Typical CMU Wall Scope Rev: 580002 User: KW -0605599, Ver 5.8.0, 1 -Dec -2003 General Footing Analysis & Design Page 1 (c)1983-2003 ENERCALC Engineering Software 212 PEK - DELTA 3- ENERCALC.ECW:Calculations Description Pilaster Footing General Information Code Ref. ACI 318-02,1997 UBC, 2003.I13C, 2003 NFPA 5000 Allowable Soil Bearing 1,500.0 psf Dimensions... Short Term Increase 1.330 Width along X -X Axis 4.000 ft Seismic Zone 4 Length along Y -Y Axis 4.000 ft 4.10 psi One -Way Shears... Footing Thickness 12.00 in Live 8 Short Term Combined Vu @ Left 1.46 psi 2.51 psi Vu @ Right Col Dim. Along X -X Axis 24.00 in t'c 2,500.0 psi Col Dim. Along Y -Y Axis 24.00 in Fy 60,000.0 psi Base Pedestal Height 0.000 in Concrete Weight 145.00 pcf ACI C-1 Overburden Weight 0.00 psf ` Min Steel % 0.0014 Rebar Center To Edge Distance 3.50 in Loads Mu @ Right 0.26 k -ft Applied Vertical Load... Mu @ Top 0.26 k -ft Dead Load 6.000 k ...ecc along X -X Axis 0.000 in Live Load k ...ecc along Y -Y Axis 0.000 in ShortTerm Load k Creates Rotation about Y -Y Axis Creates Rotation about X -X Axis Applied Moments... (pressures @ left & right) (pressures @ top & bot) Dead Load k -ft k -ft Live Load k -ft k -ft Short Term 3.000 k -ft k -ft Creates Rotation about Y -Y Axis Creates Rotation about X -X Axis Applied Shears... (pressures @ left & right) (pressures @ top & bot) Dead Load k k Live Load k k Short Term k k Summary Footing Design OK 4.00ft x 4.00ft Footing, 12.Oin Thick, w/ Column Support 24.00 x 24.00in x O.Oin high .DL+LL DL+LL+ST Actual Allowable Max Soil Pressure 520.0 801.2 psf Max Mu r 0.429 k -ft per ft Allowable 1,500.0 1,995.0 psf Required Steel Area 0.259 in2 per ft "X' Ecc, of Resultant 0.000 in 4.327 in "Y' Ecc, of Resultant 0.000 in 0.000 in Shear Stresses.... Vu Vn. Phi 1 -Way 2.508 85.000 psi X -X Min. Stability Ratio No Overturning 1.500:1 2 -Way 4.103 170.000 psi Y -Y Min. Stability Ratio 5.547 2.64 psi 1.61 psi 85.00 psi 0.26 psi 85.00 psi 0.94 psi 85.00 psi 0.94 psi 85.00 psi ACI C-3 Ru / Phi 0.06 k -ft 4.0 psi 0.28 k -ft 6.6 psi 0.17 k -ft 4.0 psi 0.17 k -ft 4.0 psi Vn ' Phi 170.00 psi As Rea'd 0.26 in2 Aing Design 0.26 in2 per It Shear Forces ACI CA ACI C-2 Two -Way Shear 4.10 psi 4.10 psi One -Way Shears... Vu @ Left 1.46 psi 2.51 psi Vu @ Right 1.46.psi 0.41 psi Vu @ Top 1.46 psi 1.46 psi Vu @ Bottom 1.46 psi 1.46 psi Moments ACI C-1 ACI C-2 Mu @ Left 0.26 k -ft 0.09 k -ft Mu @ Right 0.26 k -ft 0.43 k -ft Mu @ Top 0.26 k -ft 0.26 k -ft Mu @ Bottom 0.26 k -ft 0-26 k -ft 2.64 psi 1.61 psi 85.00 psi 0.26 psi 85.00 psi 0.94 psi 85.00 psi 0.94 psi 85.00 psi ACI C-3 Ru / Phi 0.06 k -ft 4.0 psi 0.28 k -ft 6.6 psi 0.17 k -ft 4.0 psi 0.17 k -ft 4.0 psi Vn ' Phi 170.00 psi As Rea'd 0.26 in2 per ft 0.26 in2 per It 0.26 in2 per ft 0.26 in2 per ft ime : Griffin Ranch - Gated Entry _; Job # 213 PEK 'Dsgnr: PH Date: 8:40AM, 3 AUG 06 - Description: Typical CMU Wall Scope:, Rev:580002 User: KW-0605599, Ver 5.8.0, 1-Dec-2003 General Footing Analysis & DesignPage 2 (c)1983-2003 ENERCALC Engineering Software 212 PEK - DELTA 3- ENERCALC.ECW:Calculations Description Pilaster Footing Soil Pressure Summary Service Load Soil Pressures Left Right Top . Bottom DL + LL 520.00 520.00 --,520.00 520.00 psf DL + LL + ST Factored Load Soil Pressures 238.75 801-25 520.00 520.00 psf ACI Eq. C-1 728.00 728.00 728.00 728.00 psf ACI Eq. G2 334.25 ' 1,121.75 728.00 728.00 psf ' ACI Eq. C-3 214.87 -721.12 468.00 468.00 psf ACI Factors (per ACI 318-02, applied internally to entered loads) ACI C-1 & C-2 DL 1.400 ACI C-2 Group Factor 0.750. Add"I "1.4" Factor for Seismic 1.400 ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add'I "0.9" Factor for Seismic 0:900 ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor, 1.300 �i ....seismic = ST • : 1.100 Used in ACI C-2 & C-3 Patel Burica & Associates, Inc. structural engineering 1 Soils Report'Excerpts 832 W. Town & Country Road • Orange, California 92868 Tel: 714.5 47.1115 • Fax: 714.547.1141 • www.PBAstructurat.com GEOTECHNICAL INVESTIGATION PROPOSED GRIFFIN RANCH RESIDENTIAL DEVELOPMENT SEC AVENUE 54 AND MADISON STREET LA QUINTA, CALIFORNIA " " -Prepared By- Sladden Engineering 39-725 Garand Lane, Suite G Palm Desert, California 92211 �� (760) 772-3893 Sladden Engineering 6782 Stanton Ave., Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 fax (760) 772-3895 August 17, 2004 Project No. 544-4402 04-08-571 Transwest Housing, Inc. ' 47-120 Dune Palms Road, Suite C ' La Quinta, California 92253 Attention: Mr. Rod Grinberg Project: Proposed Griffin Ranch Residential Development SEC Avenue 54 and Madison Street r La Quinta, California Subject: Geotechnical Investigation Presented herewith is the report of our Geotechnical Investigation conducted for the construction of the' proposed approximately 195-acre residential development to be located on the southeast comer of Avenue 54 and Madison Street in the City of La Quinta, California. The investigation was performed in order to provide recommendations for site preparation and to assist in foundation design for the proposed residential structures and the related site improvements. This report presents the results of our field investigation and laboratory testing along with conclusions ' and recommendations for foundation design and site preparation. This report completes our original scope of services as outlined within our proposal dated July 8, 2004. We appreciate the opportunity to provide service to you on this project. - If you have any questions regarding this report, please contact the undersigned Respectfully submitted, SLADDEN ENGINEERINGrn } r Brett L. Andersonn Principal Engineer C!V1L �i SER/pc Copies: 6/Transwest Housing - i ,August 17, 2004 =4- _ Project No. 544-4402 04-08-571 Based upon the depth to groundwater and the generally firm condition of the deeper sand layers, it is our opinion that the potential for liquefaction affecting the site is minimal. The remedial grading recommended for building areas will result in the construction of a uniform compacted soil mat beneath all footings. In our opinion, liquefaction related mitigation measures in addition to the site grading and foundation design recommendations included in this report should not be necessary. The site is located in one of the more seismically active areas. in California. Design professionals should be aware of the site setting and the potential for earthquake activity during the anticipated life of the structure should be acknowledged. The accelerations that may be experienced on the site (as previously discussed) should be considered in design. The seismic provisions included in the Uniform Building, Code for Seismic Zone 4 should be considered the minimum design criteria. Pertinent 1997 UBC Seismic Design Criteria is summarized in Appendix C. Caving did occur within our borings and the potential for caving should be expected within deeper excavations. All excavations should be constructed in accordance with the normal CalOSHA excavation criteria. On the basis of our observations of the materials encountered, we anticipate that the near surface silty sands will be classified by CalOSHA as Type C. Soil conditions should be verified in the field by a "Competent person" employed by the Contractor. The near surface soils encountered during our investigation were found to be non -expansive. Laboratory testing indicated an Expansion Index of 0 for the surface silty sands and sandy silts that corresponds with the "very low" expansion category in accordance with UBC Table 18 -I -B. The following recommendations present more detailed design criteria which have been developed on the basis of our field and laboratory investigation. The recommendations are based upon non -expansive soils criteria. Foundation Design: The results of our investigation indicate that either conventional shallow continuous footings or isolated pad footings that are supported upon properly compacted soils, may be expected to provide adequate support for the proposed structure foundations. Building pad grading should be performed as described in the Site Grading Section of this report to provide for uniform and firm bearing conditions for the structure foundations. Footings should extend at least 12 inches beneath lowest adjacent grade. Isolated square or rectangular footings should be at least two feet square and continuous footings should be at least 12 inches wide. Continuous footings may be designed using an allowable bearirig value of 1500 pounds per square foot (pso and isolated pad footings may` be designed using an allowable bearing pressure of 1800 psf. The allowable bearing pressures are applicable to dead and frequently applied live loads. The allowable bearing pressures may be increased by 1/3 to resist wind and seismic loading. Care should be taken to see that bearing or subgrade soils are not allowed to become saturated from the ponding of rainwater or irrigation. Drainage from the building area should be rapid and complete: Sadden Engineering August 17, 2004 -5- Project No. 544-4402 04-08-571 ti The recommendations provided in the preceding paragraph are based on the assumption that all footings will be supported upon properly compacted engineered fill soils. All grading should be performed under the testing and inspection of the Soils Engineer or his representative. Prior to the placement of concrete, we recommend that the footing excavations be inspected in order to e�. verify that they extend into compacted soil and are free of loose and disturbed materials. Settlements: Settlements resulting from the anticipated foundation loads should be minimal provided that the recommendations included in this report are considered in foundation design and construction. The estimated ultimate settlements are calculated to be approximately one inch when using the recommended bearing values. As a practical matter, differential settlements between footings can be assumed as one-half of the total settlement. Lateral Design: Resistance to lateral loads can be provided by a combination of friction acting at the base of the slabs or foundations and passive earth pressure along the sides of the foundations. A coefficient of friction of 0.40 between soil and concrete may be used with consideration to dead load forces only. A passive earth pressure of 250 pounds per square foot, per foot of depth, may be used for the sides of footings that are poured against properly compacted native or approved ` non -expansive import soils. Passive earth pressure should be ignored within the upper 1 foot P P - except where confined (such as beneath a floor slab). Retaining Walls: Retaining walls may be necessary to accomplish the proposed construction. Lateral pressures for use in retaining wall design can be estimated using an equivalent fluid weight of 35 pcf for level free -draining native backfill conditions. For walls that are to be restrained at the top, the equivalent fluid weight should be increased to 55 pcf for level free - draining native backfill conditions. Backdrains should be provided for the full height of the walls. Expansive Soils: Due to the prominence of 'very low" expansion category soils near the surface, the expansion potential of the foundation bearing soils should not be a controlling factor in foundation or floor slab design. Expansion potential should be reevaluated subsequent to grading. i Concrete Slabs -on -Grade: All surfaces to receive concrete slabs -on -grade should be underlain by a minimum compacted non -expansive fill thickness of 24 inches'. placed as described in the Site Grading Section of this report. Where slabs are to receive moisture sensitive floor coverings or where dampness of the floor slab is not desired, we recommend the use of an appropriate vapor P P barrier or an adequate capillary break. Vapor barriers should be protected by sand in order to ;.� reduce the possibility of puncture and to aid in obtaining uniform concrete curing. Reinforcement of slabs -on -grade in order to resist expansive soil pressures should not be necessary. However, reinforcement will have a beneficial effect in containing cracking due to concrete shrinkage. Temperature and shrinkage related cracking should be anticipated in all concrete slabs -on -grade. Slab reinforcement and the spacing of control joints should be determined by the Structural Engineer. Sladden Engineering r 'August 17, 2004 -6- Project No. 544-4402 04-08-571 Soluble Sulfates: The soluble sulfate concentrations of the surface soils have not yet been determined but native soils in the area have been known to be potentially corrosive with respect to concrete. The use of Type V. cement and specialized sulfate resistant concrete mix designs may be necessary for concrete in contact with the native soils. Tentative Pavement Design: All paving should be underlain by a minimum compacted fill thickness of 12 inches (excluding aggregate base). This may be performed as described in the Site Grading Section of this report. R -Value testing was not conducted during our investigation but based upon the sandy nature of the surface soils, an R -Value of approximately 50 appears appropriate for preliminary pavement design. The following preliminary onsite pavement section is based upon a design R -Value of 50. Onsite Pavement (Traffic Index = 5.0) Use 3.0 inches of asphalt on 4.5 inches of Class 2 base material Aggregate base should conform to the requirements for Class 2 Aggregate base in Section 26 of CalTrans Standard Specifications, January 1992. Asphaltic concrete should conform to Section 39 of the CalTrans Standard Specifications. The recommended sections should be provided with a uniformly compacted subgrade and precise control of thickness and elevations during placement. Pavement and slab designs are tentative and should be confirmed at the completion of site grading when the subgrade soils are in-place. This will include sampling and testing of the actual subgrade soils and an analysis based upon the specific traffic information Shrinkage and Subsidence: Volumetric shrinkage of the material that is excavated and replaced as controlled compacted fill should be anticipated. We estimate that this shrinkage could vary from 20 to 25 percent. Subsidence of the surfaces that are scarified and compacted should be between 0.1 and 0.3 tenths of a foot. This will vary depending upon the type of equipment used, the moisture content of the soil at the time of grading and the actual degree of compaction' attained. These values for shrinkage and subsidence are exclusive of losses that will occur due to the stripping of the organic material from the site and the removal of oversize material. General Site Grading: All grading should be performed in accordance with the grading ordinance of the City of La Quinta, California. The following recommendations have been developed on the .basis of our field and laboratory testing and are intended to provide a uniform compacted mat of soil beneath the building slabs and foundations. 1. Site Clearing. Proper site clearing will be very important. Any existing vegetation, slabs, foundations, abandoned underground utilities or irrigation lines should be removed from the proposed building areas and the resulting excavations should be properly backfilled. Soils that are disturbed during site clearing should be.removed and replaced as controlled compacted fill under the direction of the Soils Engineer. Sladden Engineering August 17, 2004 -15- PioJ ect No. .54,44,402 04-08-:571 1997 UNIFORM BUILDING CODE SEISMIC DESIGN INFORMATION The International Conference of Building -Officials 1997 Uniform Building Code contains substantial revisions and additions to the earthquake engineering section in Chapter 16. Concepts contained in the updated code that will be relevant to construction of the proposed structures are summarized below. Ground shaking is expected to be the primary hazard most likely to affect the site, based upon proximity to significant faults capable of generating large earthquakes. Major fault zones considered to be most likely to create strong ground shaking at the site are listed below. Fault Zone Approximate Distance From Site Fault Type (1997 UBC) San Andreas 9.9 km A San Jacinto 32.1 km A Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is SD, generally described as stiff or dense soil. The site is located within UBC Seismic Zone 4. The following table presents additional coefficients and factors relevant to seismic mitigation for new construction upon adoption of the 1997 code. Sladden Engineering Near -Source Near -Source T Seismic Seismic Seismic Acceleration Velocity Coefficient Coefficient Source Factor, Na Factor, Ny Ca C� San Andreas 1.0 1.2 0.44Na 0.64N„ San Jacinto 1.0 1.0 0.44Na 0.64N� Sladden Engineering TITLE 24 Energy . Conservation Stan'dards Compliance Report GRIFFIN RANCH GATE HOUSE LA QUINTA February 10, 2006 Madlin's Job Number: 25655A � w z Prepared For: Z o 0 O_ TRANS WEST HOUSING LuLIJ ~ 47-120 DUNE PALMS ROAD C3U L 6 A QUINTA; CA 92253 U) cn TELEPHONE (760) 777-4307 (.. Z k'0 CJ, Cr U_ p �°° , a- 1n s enterprises . p VVVVVVV Catherine M. Madlin, Certified Energy Analyst Post Office Box 1443 w Palm Springs, CA 92263 Phone 760-322-5004 / 760-323-3644 Fax E-mail: Cmadlin@aol.com 0� ' a • Mad1in s enterprises Catherine M. Madlin, Certified Energy Analyst 760-322-5004 / 323-3644 Fax - - Title 24 Energy Conservation Standards Compliance Report This proposed project has been reviewed for compliance with the 2005 State of California Energy Conservation Standards, Title 24, by Madlin's Enterprises. The building design described in this compliance report is in conformance with the standards as outlined in the attached compliance forms and documentation. Date:. February 10, 2006 _ - -. • , r. Job Number:' 25655A +, , Designer's Name: PEKAREK-CRANDELL, INC. , Owner's Name: TRANS WEST HOUSING y Project Name: GRIFFIN RANCH GATE HOUSE , Project Location: LA QUINTA Method of Compliance:.ENERGYPRO V4 CERTIFIED COMPUTER PROGRAM t •r . ,. Madlin s enterprises Catherine M. Madlin, Certified Energy Analyst • 760-322-5004 / 323-3644 (fax) .... .. Title 24 Compliance Forms PERFORMANCE CERTIFICATE OF COMPLIANCE PartT.Of 3 PERF -1 PROJECT NAME _Griffin Ranch Gate House w , i ,I .__• 2/9/2006 PROJECT ADDRESS _ _ _La Quinta .. PRINCIPAL DESIGNER - ENVOP ELE_ , . -- r TELEPHONE -- 'Building Permit #' �, '— { , Trans_ West Housing _ _ _ ^• (7_60) 7774 307 DOCUMENTATION AUTHOR , TELEPHONE ` Checked by/Date -_ Madlin's Enterprises =_ , (760) 322-5004 Enforcement Agency use GENERAL INFORMATION This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the r DATE OF PLANS DOCUMENN ATH TATIOUOR IGN - DATE BUILDING CONDITIONED FLOOR AREA The Principal Designer hereby certifys that the proposed building —design—re—presented in this set of construction documents is ` CLIMATE ZONE permit application. The proposed building as designed meets the energy efficiency requirements contained in'sections 110, 116, through 118, and 140, 142, 143 or 149 of Title 24, Part 6. ` f S } 506 sy.Ft 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code 15 , BUILDING TYPE �X� NONRESIDENTIAL___ -I J HIGH RISE RESIDENTIAL ti -[I' HOTEUMOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION .' EI, ADDITION L-1 ALTERATION, 'L] EXISTING + ADDITION STATEMENT OF COMPLIANCE +. This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to a Building using the performance compliance approach. The documentation preparer hereby certifies that the documentation is a rate and complete_. DOCUMENN ATH TATIOUOR IGN - DATE _ Catherine M Madlin. CEA. -'__.1 The Principal Designer hereby certifys that the proposed building —design—re—presented in this set of construction documents is ` consistent with the other compliance forms'and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building as designed meets the energy efficiency requirements contained in'sections 110, 116, through 118, and 140, 142, 143 or 149 of Title 24, Part 6. ` f ENV_ LTG_ MECH. -1. 1 hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, mechanical engineer, or I am a licensed architect. ". L k r J 2.1 affirm that 1 am eligible under the provisions of Division 3 of the Business and Professions Code Section , 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; -and that I am a licensed + contractor performing this work. ❑El 3. 1 affirm that I ^am eligible under Division 3 of the Business and Professions Code to sign this docum qt r because it pertains to a structure or type of work described as exempt pusuant to Business4and Professions ► Code Sections 5537, 5538, and 6737.1. (These sections of the Business and Professions Code are printed in' full in the Nonresidential Manual.) , - 'a° • ' . ENVELOPE COMPLIANCE7 or Indicate location'on plans of Note Block for Mandatory Measures01 Required Forms ENV-1 +,•-'�� PRINCIPAL ENVELOPE DESIGNER -NAME— -- — - — fSIGNATURE , " .� IC' NO. DATE �s Trans West Housin ' _ ,; ` 4� LIGHTING COMPLIANCE r , r Indicate location on plans of Note Block for Mandatory Measures �' « t _. Required Forms_ LTG -1 4;.' PRINCIPAL LIGHTING DESIGNER- NAME • CSIGNAT_URE^ — LIC. NO. E DATE w Trans West Housin . r I .. M MECHANICAL COMPLIANCE f ' • ,. .,� , , Indicate location on plans of Note Block for Mandatory Measures ."Required Forms MECH-1; MECH-2,yMECH 3 - 7 NCI PRIPAL MECHANICAL DESIGNER -NAME �'' SIGNATURE..r . LIC' NO. �' DATE !y Trans West Housingt + Run Initiation Time: 02/09/06 15.06.23 'Run Code: 1139526383µ 1 EnergyPro 4.0 by EnergySoft "c, User Number: 1069 Job Number: 25655A "'� Page: of 20.r - _ - w,.' , /i ri -� � �. � .•..yC ,f'fi ars •h� .�,.. � �.-', [PERFORMANCE CERTIFICATE OF COMPLIANCE Part2 of 3 PERF -1 [PROJECT NAME ' Griffin Ranch Gate H - ANNUAL TDV ENERGY USE SUMMAR Standard DATE 2/9/2006 Y kBtu/s ft- r Proposed ENERGY COMPONENT r Design " Desi9 n�� Space Heating 6.32 5.05 Space Cooling 217.13 178.80 Indoor Fans 82.78• 88.66 Heat Rejection 0.00 - Pumps & Misc. 0.00 0.00 Domestic Hot Water 11.76 11.95 Lighting 90.99Ir, 90.72 Receptacle 47.94 47.94 Process,. 0.00 0.00 TOTALS: 426.63 422.82 Percent better than Standard: 0.9% Compliance Margin - �• - - 1.27 rf 3` • w' a `y •� ^ ...e.,�''�r"� x 3i 1,+v}! ' `, F{ t, -sac, , .. (•b`%�x� X . + # Y t�� .' o �atr«k �� �. Zg 3 ?�atyn tn4i �„ 4;i k xt'- r Ft '. `�x.7t ry 44t�`• ,� K:;f _; + 0 20 40 60 80 100 120 140 160 180'200 --':•s- ~ `.��, kBh,lsgRy�t �� ;"' t y, process) 38.34 -5.87 0.00 0.00 -0.19 -29.73 000 0.00 3.81 ( 0.9% excluding BUILDING COMPLIES GENERAL INFORMATION Building Orientation Number of Stories. Number of Systems Number of Zones,s est 270 deg Conditioned Floor Area Unconditioned Floor Area Conditioned Footprint Area Fuel Type sqft. sqft. •• sqft. 506 1 523 1 506 Natural Gas Orientation Gross Area Front Elevation est 535 Left Elevation (North) •• 265 Rear Elevation y East +595 Right Elevation . (south) 305 Total - 1,700 Roof 150 sgft. sqft. sqft.,; sqft sgft.. sqft. Glazing Area Glazing sqft. sqft. sgft. - sgft. sqft' sqft. Ratio ' • ', • 48 9.0% ` 0 0.0% 77 '12.9% 12 4.1% 138 8.1% 0.0% Standard Proposed Lighting Power Density 0.919 Wisgft.' 1.368 W/sgft. t Prescriptive Env. Heat Loss 232 Btwn 188 Btu/n ' Prescriptive Env. Heat Gain 21,542 etu h -F 17,491 Btulh-F - Remarks: + This is a 24 hour a day facility. , Run Initiation Time: 02/09/06 15:06:23 Run Code: 1139526383 EnergyPro 4.0 by Energysoft User Number: 1069 - Job Number: 25655A Page:2 of 20 1PERFORMANCE CERTIFICATE OF COMPLIANCE Part 3 of 3 PERF -1 _ Griffin Ranch Gate House DATE 2/9/2006 ZONE INFORMATION S stem _ y Name - - Guard House Zone Name ---- -. - -- - Office Zone Storage _-_- Restroom--- _ Kitchenette _ _ Occu anc Type -P Y . YP - - _ Office _ Commercial, Industrial Storage Comdor/Restroom/Support Corridor/Restroom/Support Kitchen, Food Preparation - Commercial, Industrial Storage Floor Area !sgft.) ... 161 140 50 Inst. LPD (W/sf) 1 _1.85_ 1.064— _1.40_ Ctrl. Credits (YYIs — f)2 --Alto Area (W/s�3 d LPD_ Tailored (W/sq4 . Proc. Loads (W/sq 90 0.77 _ 65 V 523 1.61 0.134 Unconditioned Attic NOtes: 1. See LTG -2-C2. See LTG -C — 3 See LTG -5-C 4. See LTG -6-C (items marked with asterisk, see LTG -2 -C by others) (by others) i=Ye1=DTIf'MAI P1rlu nrrr�un nr....... ------------ Items above require special documentation _. The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The exceptional features listed in this performance approach application have specifically been reviewed. Adequate written justification and documentation for their use have been provided by the applicant. Authorized Signature or Stamp Run Initiation Time: 02/09/06 15.06.23 Run Code 1139526383 EnergyPro 4.0 by EnergySoft -- User Number. 1069 -- -- _— Job Number: 25655A —_- -- _— Page:3 of 20 t + CERTIFICATE OF COMPLIANCE. > ENV -1-C PROJECT NAMEDATE RaIICFI 178 DATE - • to House - 2/9/2006 ' OPAQUE SURFACES - _ - - _ _------------ - - -- -- - -- -- - -- -- # 1 _ Surface `Type Demisin - _Area_ 161 U -Fac_ _ 0_028_ Insulation _Cav_ Cont._ --R738 9_0_0 Act. Azm_ 0 _. _Tilt __ 0 Cond' Status New_ ._ New_ . N.ew ___ New Joint Appendix IV_ Reference__ Location / Comments Office Zone (faces Unconditioned.__. _ 02-A28 _ 2 _Wall _3 _ Wall _ 25 -_ 25 0.074 0.074 -_R-19 -R__19 _ -R-U-??-5- - RQ,p _.315___ 90._-._, - 90 _ 90 09-A5 _ - --- _Zone- _ Offce Zone 09-65_ ' 4. 5 6 7 Wall _ 25 142 82 130 _0.074_ 0.074 ' _ 0.074 -0.074 - R_19 R=0_0 0 - 09-A5 Office Zone Wall_ Wall Wall -R-19 R-19 R-19 R-0.0 _ R -OA R -0.O -R-0. 90 180 270 90 90_ New New _ 09-A5 09-A5 Office Zone - Office Zone Window Rear AEast) N.ew 09-A5 Office Zone _8 . 9 Wall __ _ 80 0.074 _ R-19 0' 0 -90- 90 New 09-A5_ t Storage- ` • Wall _ 95 _ 0.074 R-19 R-0.0 90 90 ____ 09-A5 _ 09-A5_ _ 09-A5 - _ --,-_' _ _Storage Storage Storage - Storage (faces Un_conditio_ne_d Attic)_ Storage----, 10 -i 1 12_ 19 14 Wall _ Wall Roof Demising Wall _ _ 10 91 0.074 _0074 R-19 R_0.0 -R_Q,0 180 270 _-90 _ _ 90 _New -New - _ New =Nay _ New __-60 _80 _ 20 0.025 0.0_28 -R-38 R-38 R-19 -R-0.0 _R-0;0 R_0.0. R-0.0 R_0.0_315 -_0-- 0 135_ 0 0New 90 01_A18__ 02 A_28 09-A5 0.074 15 1H.20 Wall _ Wall _ Wall _ 50 20 _ 0.074 0.074 R-19 R-19 225_ _90 -90 New -New- _ New -. New_ 09-A5 _ Storage 09-A5 -�- -- Storage _10 0.074 R-19 R-0_0 •0 90 09-A5_' Storage Wall Wall Wall 82 105 50 0.074 0.074 0.074 R-19 _ RR=0.0 90 90 09-A5 - - Storage _ R-19 R-19 R-0.0 R-0.0 180 270 _ 90 90 New New 09-A5 09_A5 FENESTRATION' SURFACES IF More than or equal to 10,000 sq.ft, of site -built fenestration area must include a label cert�cate either issued by NFRC or provide a CEC Default Label Certificate using the default Wactors - I f-- ClanAaMe T.K1. 11- - c ••.,wx:....,.. # 1 Type -_--_- Window Rear East Area _U -Fac' 48 0.500_ NI -1 Act. _ SH_GC_2 A_zm._Stat. 0.70 116-8 90 Cond. New Glazing Type Nonres Double Non Metal Clear Location/ - Comments Office Zone 2 _Window Right Sout) 12 0.500 NI -1 0.70 116-8 180 5.0 2.5 Nonres Double Non Metal Clear Office Zone • 3 Window _Front est 20 0.500 NI -1 0.70_ 116-B _New_ New Nonres Double Non Metal Clear Office Zone 4 5 -6 _ 7 Window Front Wester Window Rear East Window Front _(West)_ Window Rear_ (East 4 0.500 12 0.500 _ 24 0.500 4 0.500 -NI -1 NI -1 NI -1 NI -1 010.116-13 0.70 0.70 -0. T _270 _270 116-B 90 116-B ' 270 New New New . Nonres Double Non Metal Clear Nonres Double Non Metal Clear Nonres Double Non Metal Clear Storage _ Storage- Entry 1.16 -B 90 New Nonres Double Non Metal Clear Restroom 8 Window Rear AEast) 12 0.500 NI -1 0.70 116-B 90 -New Nonres Double Non Metal Clear Kitchenette MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES ,o.,,., • rr�• �o�a��• •awl= Ilul 1, aialmams, I aide m-, ueramr I aole from me ACM Manual Appendix, NFRC Labeled value.. , - - (2) SHGC Type: 116-8 Default Table from Standards, COG Center of Glass, NFRC Labeled Value - EXTERIOR SHADING # 1- Exterior Shade Type None - SHGC 0.76 Window Hgt. Wd.LeniHgt_LExt.RExt. 8.0 6.0 _ Overhang 7.51.0 20.0 20A Left Fin Right_Fin __ Dist. Len_H�t..__ _Dist. Len. Hgt�-- } _2 None --- -_-_ 0.76 5.0 2.5 24:0.1.0 4.0 16,0 _3 - 5 None _--_ _ None 0.76 0.76 5.0 4.0 2.0 2.0 5.02.5 - 3.0 1.0 4.0 4.0 ' _1.0 0.1_0.5 - 24.0 1.0_4.0_16.0 ------ --- -- _ 6 _None 0.76 8,0 6.0 7.5 1.0 20.0 20.0 _------_------ 7 _ None _ - -� 0.76 -0 2.0_ 2.0 1.0 0.1 0`5 0.5 _8 None 7-6 5.0 2.5 24.0 1.0 4.0 16.0 --- ----- ---_- MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES ••o r•w"=�' ••'••�•••a ..,••.eels a.. anu,usau space wan noor area greater roan Z5,000 sq.ft, a ceiling height greater than 16 feet and a LPD for general lighting of at least - _ 0.6 Wlsq.ft. 1fthis box Is.che`cke'd, ENVdC must be filled out when submlttlng under the Prescriptive Compliance Approach. + _ Run Initiation Time'- 02/09/06 15.06.23 Run Code: 1139526383 EnergyPro 4.0 by Energysoft User Number: 1069 _-- Job Number: 25655A. r _ Page: q10!1-0- 7 of 20 ICERTIFICATE OF COMPLIANCE EN PROJECT NAME DATE ..-Griffin Ranch Gate House 2/9/2006 OPAQUE SURFACES # .22 - 23 24 - 5 Surface __ Type L__.A QpMising_.__�5_0 Wall Wall Wall res __U, 91 -Fac._' _0-028 Q.97�4 0.074 Ins'ul Cav .. R_ __ X R-19 R-19 -iion-- Cont. _R-__ E? 0 _R -QA R-0 -.0 R-0.0 Act'. Azm. _Tilt 0 0 ..,-..,New. 90 90 180 90 C6 n d.* Status_ I New New New-- -.09-A5 New New -New— New New New Joint App -e -n -&ix- IV Reference 0_ -' 2 A28 _ 09-A5 Location /Comments Eotry(fagp4�l!icpnditioned-Affic) Restroom__ Rest_r.00m________ Restroom Restroom_—_ Restroom Kitchenette faces Unconditioned AftiMenefte Kitchenefte Wall 6 __ 6F 0. 4 26 Wall 95 0.074 R-19 R-0.0 270 90 0 __0_ 09-A5 27 _28_ Roof qn!_sLn9__ 90 0.025 R -38 R-0.0 01-A18 _q5 0.028 R-38 R-0.0 0 0 Q2_!�28 29 0 Wall Wall 35 0.07�4 ii 1'9 0 90 90 90 180 90 09-A5 88 _10 0.074 R- R-0.0 09-A5 ______=1itchenefte 31 Wall — --0.07-4 _19_ R-19 MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES The 1 proposed building contains an enclosed space with floor area greater than 26,000 sq.ft, a ceiling height greater than 15 feet and a LPD for general lighting of at least 0.6 W,,q.,L ef this box is checked, ENV -4-C Must be filled out when submitting under the Prescriptive Compliance Approach. * N. E, A. R (New. Existing. Altered Remo—di FMore than or equal to 10,000 sq.tt. of site -built fenestration area must include a label certificate either issued by NFRC or provide a CEC Default Label Certificate using the default Ll -factors I 2 bHUG Type: 116-B Default Table from Standards, COG Ce -1 Ivr— LdDUIeU Value. Center of Glass. NFRC Labeled vaiva EXTERIOR Type Area U -Fac' SHGC 2 Act. Azm. mciiori ana Stat. in me Dwaing managers office after construction Glazing Type _C&�a_tionl Comments Overhana Left Fin �ist.Len.H9t__.__ Right Fin Dist. Len. gL—. MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES The 1 proposed building contains an enclosed space with floor area greater than 26,000 sq.ft, a ceiling height greater than 15 feet and a LPD for general lighting of at least 0.6 W,,q.,L ef this box is checked, ENV -4-C Must be filled out when submitting under the Prescriptive Compliance Approach. 2 bHUG Type: 116-B Default Table from Standards, COG Ce -1 Ivr— LdDUIeU Value. Center of Glass. NFRC Labeled vaiva EXTERIOR SHADING # Exterior Shade Type SHGC Window HQt. Wd Overhana Left Fin �ist.Len.H9t__.__ Right Fin Dist. Len. gL—. MINIMUM SKYLIGHT AREA FOR LARGE ENCLOSED SPACES The 1 proposed building contains an enclosed space with floor area greater than 26,000 sq.ft, a ceiling height greater than 15 feet and a LPD for general lighting of at least 0.6 W,,q.,L ef this box is checked, ENV -4-C Must be filled out when submitting under the Prescriptive Compliance Approach. Ml.Vrr rrrrrri, VWU0 iamvo.za mun uoae: 1139526383 __Energyloro 4.0 by EnergySoft User Number: 1069 Job Number: 25655A Page: 5 of 20 CERTIFICATE OF COMPLIANCE (Part 1 of 3) LTG -1-C PROJECT NAME DATE Griffin Ranch Gate House 2/9/2006 INSTALLED INTERIOR LIGHTING POWER FOR CONDITIONED AND UNCONDITIONED SPACES INSTALLED WATTS INSTALLED LIGHTING, CONDITIONED SPACES (From LTG -2-C) 692 PORTABLE LIGHTING (From LTG -3-C) 0 LIGHTING CONTROL CREDIT, CONDITIONED SPACES (From LTG -4-C) 0 CONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER 692 INSTALLED LIGHTING, UNCONDITIONED SPACES (From LTG -2-C) 70 LIGHTING CONTROL CREDIT, UNCONDITIONED SPACES (From LTG -4-C) 0 UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER 70 ALLOWED INTERIOR LIGHTING POWER FOR CONDITIONED SPACES ❑ COMPLETE BUILDING METHOD (From LTG -5-C) ALLOWED F-1AREACATEGORY METHOD (From LTG -5-C) WATTS ❑ TAILORED METHOD (From LTG -5-C) ALLOWED LIGHTING POWER 0692 ALTERNATE COMPLIANCE ❑X PERFORMANCE METHOD ❑ COMMMON LIGHTING SYSTEM (From LTG -8-C) ALLOWED INTERIOR LIGHTING POWER FOR UNCONDITIONED SPACES From LTG -5-C) 314 MANDATORY INTERIOR AND DAYLIGHTING AUTOMATIC CONTROLS CONTROL LOCATION (Room #) CONTROL IDENTIFICATION CONTROL TYPE (Auto Time Switch, Dimming, etc.) SPACE CONTROLLED Check if Daylighting NOTE TO FIELD -F%ull ZuC- 1 ijaaco.sos EnergyPro 4.0 by EnergySoft User Number: 1069 Job Number: 25655A Paoe:6 of 20 t . CERTIFICATE OF COMPLIANCE (Part 2 of 3) LTG -1-C • PROJECT NAME . DATE Griffin Ranch Gate House 2/9/2006 CONTROLS FOR CREDIT IN CONDITIONED AND UNCONDITIONED SPACES CONTROL LOCATION (Room # or Dwg. #) s , CONTROL IDENTIFICATION CONTROLLED TY # OF LUMINAIRES s ^ 4 NOTES TO FIELD - For Building Department Use Only Run Initiation Time: 02/09/06 15.06.23 Run Code: 1139526383 EnergyPro 4.0 by EnergySoft User Number 1069 Job Number 25655A Page 7 of 20 CERTIFICATE OF COMPLIANCE (Part 3 of 3) LTG-1-C PROJECT NAME Griffin Ranch Gate House DATE - 2/9/2006 Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for lighting systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that require an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (i.e. the installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Before an occupancy permit is granted for a newly constructed building or space, or a new lighting system system serving a building or space is operated for normal use, all control.devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, LTG-1-A, Forms shall be submitted to the building department that: A. Certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of§ 10-103(b) and Title 24 Part 6. Test Descri tion Test Performed BY: ❑ LTG-2-A: Lighting Control Acceptance Document - Occupancy Sensor Acceptance - Manual Daylight Controls Acceptance - Automatic Time Switch Control Acceptance Equipment requiring acceptance testing ❑ LTG-3-A: Automatic Daylighting Controls Acceptance Document Equipment requiring acceptance testing EnergyPro 4.0 by EnergySoft User Number 1069 Job Number: 25655A Pape:8 of 20 3 0 CERTIFICATE OF COMPLIANCE MECH-1-C (PROJECT NAME DATE Griffin Ranch Gate House ' 2/9/2006 Designer. This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that requires an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (i.e. the installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: SYSTEM ACCEPTANCE. Before an occupancy permit is granted for a newly constructed building or space, or a new space -conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, MECH-I-A Form shall be submitted to the building department that certifies plans, specifications, installation certifirates Anti nnara}inn anrt Ui QrUtIU11 iu- ivaku) ano i Rle z4 Fart b. STATEMENT OF COMPLIANCE 5?MECH-2-A: Ventilation System Acceptance Document -Variable Air Volume Systems Outdoor Air Acceptance -Constant Air Volume Systems Outdoor Air Acceptance Equipment requiring acceptance testin,�%�� ❑ MECH-3-A: Packaged HVAC Systems Acceptance Document Equipment requiring acceptance testing ❑ MECH-4-A: Air Distribution Acceptance Document Equipment requiring acceptance testing ❑ MECH-5-A: Air -Side Economizer Acceptance Document Equipment requiring acceptance testing a ❑ MECH-6-A: Demand Control Ventilation Acceptance Document 'Equipment requiring acceptance testing t ❑ MECH-7-A: Supply Fan Variable Flow Control Acceptance Document Equipment requiring acceptance testing ❑ MECH-8-A:-Hydronic System Control Acceptance Document -Variable Flow Controls -Automatic Isolation Con -trots -Water-loop Heat Pump Controls -Variable Frequency Controls Equipment requiring acceptance testing ` EnergyPro 4.0 by EnergySoft User Number. 1069 Job Number: 25655A Page:9 of 20 INTERIOR LIGHTING SCHEDULE (Part 1 of 2) LTG -2-C PROJECT NAME ---- - —....—------------- —DATE ___ Griffin Ranch Gate House 2/9/2006 INSTALLED LIGHTING POWER FOR CONDITIONED SPACES _ Luminaire -- __-- Lam sBalla_sts �p—..--E r, Z 333 �'Na .'0 �D ° _ — F — rWZ 3 3co� 5wv m T _ �D ° - - • 1.0 Installed Watts - — — -- ---C --- -- _ G = H----� Name CF -35 _ _ _Type Description P) 32w Compact Fluorescent Triple 4 Pinlec v 3 m — — CFTR32WGX24q r 3v� 5mx m m -- 35.0 �n dm C) Vest No — X13._ -- r z X03 xvm Lu m _ -- --- -—_— cin m n — --- 455 F-3 lec ft Fluorescent T8 Energy Savings F_I_ _30— 1.0 79.0 X --.-3-- _237 PAGE TOTAL [ _ 6921 BUILDING TOTAL (sum of all pages) 1— — 6921 PORTABLE LIGHTING (From LTG -3-C) IL __ 0� CONTROL CREDIT (From LTG -4-C) L— —__— O ADJUSTED ACTUAL WATTS E- - 6921 i_ EnergyPro 4.0 by EnergySoft User Number: 1069 Job Number. 25655A Pagel0 of 20 [INTERIOR LIGHTING SCHEDULE (Part 2 of 2) LTG -2-C PROJECT NAME -- —, --- ---- -- - — — --- --_— —. Griffin Ranch Gate House --_I— DATE 6 2/9/200 --- ---- —---------- __— -- --- 06 _ -I INSTALLED LIGHTING POWER FOR UNCONDITIONED SPACES _— Luminaire Lam s/Ballasts- --- Installed Watts — C p— —F G H---- -- - --- _Name CF -35 _ Type Description �1) 32w Compact Fluorescent Triple 4 Pin �d a3 CD -0 333 .3 ��m m o —"-- oriv� 3m vow -- �v� 3m3 5 rr 0) m m om 1.0 3-� 5 J335.0 o mn dm n 3 5'03 Lu = m —__—___—_—_lecCFTR32WGX24q_332 2 N Xdm mm n 70 PAGE TOTAL C --701 BUILDING TOTAL (sum of all pages) 1-- — 701 CONTROL CREDIT (From LTG -4-C) rE _ _.01 ADJUSTED ACTUAL WATTS I_— _ 70I Run Initiation Time: 02/09/06 15:06:23 Run Code: 1139526383 EnergyPro 4.0 by EneTySoft User Number. 1069 JobNumber- 25655A 1 IR SYSTEM REQUIREMENTS Part 1 of 2 MECH-2-CI PROJECT NAME DATE Griffin Ranch Gate House 2/9/2006 SYSTEM FEATURES AIR SYSTEMS, Central or Single Zone ITEM OR SYSTEM TAG(S) Guard House Number of Systems 1 T-24 MANDATORY MEASURES Section Heating Equipment Efficiency Cooling Equipment Efficiency Heat Pump Thermostat Furnace Controls Natural Ventilation Minimum Ventilation VAV Minimum Position Control Demand Control Ventilation Time Control Setback and Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation PRESCRIPTIVE MEASURES Calculated Heating Capacity x 1.43 2 Proposed Heating Capacity 2 Calculated Sensible Cooling Capacity x 1.212 Proposed Sensible Cooling Capacity 2 Fan Control DP Sensor Location Supply Pressure Reset (DDC only) Simultaneous HeaVCool Economizer Heating Air Supply Reset Cooling Air Supply Reset Reference on Plans or Specification 1 112(a) 8.00 HSPF - ---------------- - 112(a�---_ 13.0 SEER / 11 2 EER -- ----- 112 b Yes --- —_ -- --- 112(c), 115(a) - - n/a --- ----- 121(b) No -- ------ ------ 121(b) 76 cfm -------_— --- -- --- 121(c) No --- -- --- — - - 121(c) No -- --- 121(c, 1220 Programmable Switch — 122(e Heating & Cooling Required 122 0 _-- Gravity 122( n/a 123 Yes Per Tbl 123A 124 R-4.2 — - 144 (a &� n/a -- --- 144 (a& b) __ _29,979 btuh -- ----- 144 a & bL n/a -- 144Sa & b) _ 33,659 btuh —_ --- --- -- 144 (c) Constant Volume -- 144 (c) — - —. --- 14 4 (� — Yes ----- 144 (d No -- --- 144 a -� — No Economizer --------------- 144 (f) Constant Temp _ 144 (f) Constant Temp 14d (k Yes Duct Sealing for Prescriptive Compliance 1: For each central and single zone air systems (or group of similar units) fill in the reference to sheet number and/or specification section and paragraph number where the— required features are documented. If a requirement is not applicable, put "N/A" in the column. 2: Not required for hydronic heating and cooling. Either enter a value here or put in reference of plans and specificatons per footnote 1. 3: Enter Yes if System is: Constant Volume, Single Zone; Serves < 5,000 sgft; Has > 25% duct in unconditioned space. Dud sealing is required for Prescriptive Compliance, see PERF -1 for performance method dud sealing requirements. 4.0 by EnergySoft User Number: 1069— -- _ Job Number. 25655A Page: 12 of 20 WATER SIDE SYSTEM REQUIREMENTS Part2 of 2 MECH-2-C I PROJECT NAME DATE Griffin Ranch Gate House 2/9/2006 SYSTEM FEATURES 2 WATER SIDE SYSTEMS: Chillers, Towers, Boilers, H dronic Loops ITEM OR SYSTEM TAG(S) - Number of Systems T-24 MANDATORY MEASURES Section Reference on Plans or Specification' Equipment Efficiency 112(a) Pipe Insulation 123 AP - PRESCRIPTIVE MEASURES Calculated Capacity 144 (a& b) . Proposed Capacity 144 (a & b) Tower Fan Controls 144 h Tower Flow Controls • 144 h Variable Flow System Design 144 ' Chiller and Boiler Isolation 144 ' CHW and HHW Reset Controls 144 WLHP Isolation Valves 144 VSD on CHW, CW & WLHP Pumps > 5 HP . 144 DP Sensor Location 1144(b) 1: For each chiller, cooling tower, boiler, and hydronic loop (or group's of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put "N/A" in the column. 2: Water side systems include wet side system using other liquids such as glycol or brine. Service Hot Water, Pool Heating ITEM OR SYSTEM TAG(S) DHW Heater Number of Systems 1 MANDATORY MEASURES Reference on Plans or Specification' Water Heater Certification 113 (a) Water Heater Efficiency 113 b Service Water Heating Installation 113 (c) Pool and Spa Efficiency and Control 114 a Pool and Spa Installation 114 b Pool Heater - No Pilot Light 115 (c) Spa Heater - No Pilot Light 115(d) 1: For each water heater, pool heat and domestic water loop (or groups of similar equipment) fill in the reference to sheet number and/or specification section and paragraph number where the required features are documented. If a requirement is not applicable, put •'N/A•' ins the column. Run Initiation Time: 02/09/06 15:06:23 Run Code: 1139526383 EnergyPro 4.0 by EnergySoft User Number 1069 Job Number 25655A Page 13 of 20 (MECHANICAL VENTILATION MECH-3-C PROJECT NAME - Griffin Ranch Gate House DATE2/9/2006 PRESCRIPTIVE REHEAT LIMITATION (Section 144(d)) MECHANICAL VENTILATION Section 121(b)2) ------------ B C CA d 0 vn m m °o D WQ3 xD' nmT " m 3 _OCCUPANCY �� oQ am ° -0 mv� r@l m mpg BASIS - G _ O3 m0 x 0 vin 3 .�+ H -- v3r^ od0 x v °< D 24 I -- m o c�,m �I .+ N 3'rc D -- 24 J_ Nc O ' ` nmo T 3c� -0- �' VAV_MINIMUM K — - 0 "oo x .n- A ---3` L -A0 -0 O � � wad pyx n= o T — M yy o3 L N -- � co m D -- ZONEISYSTEM D� CL T m —. 3 Office Zone 16 ---- 0.15 24 ------- —1.6 15.0_ --- 24 Storage 14C 0.15 21.---1.4 _ 15.0 _ 21 21 21 --- ----- --- — -- Entry 5C 0.15 — 8 0.5 _ 15.0 _ 8 8 8 — _ -- Restroom 9C 0.15 14 _0.9 0.6 15.0 15.0 _14 14 14 Kitchenette 65 0.15 10 10 10 — Guard House _ _—__10 Total 76 76 _ __C MiILrtJy1p_ventilalion rate.PeLSgd�O 121. Table ---- _. _E Based on fixed seat or the greater of the�ecletl number of occupants and 50%of the CBC oWUpant IoaQ for egress purposes for spaces without fixed seating_— H —Required Ventilation Air RE0'D V.A. is the le er of the ventilation rates calculated on and AREA or OCCUPANCY BASIS column D or G . _ -'----- --t--)—�------------��--�_ Must be greater than or equal to H,. or use Transfer Air column N to make up the difference. - Design fan. suePtLCfnj (Fan CFM) x 30%; or — _ --- --- — --•----- •__ K Condition area.Lft: sq:) x 04 cfmRt. sq.; or ____.. -- ----- ----- _ _—'------------ —L Maximum of Columns H, J, K, or 300 dm "' - "--"----------- •------ _---- This must be_less than or equal to Column L and greater that or equal to the sum of Columns H + N. "------ -" N Transfer air must be provided where the Required Ventilation Air (column H) is greater than the Design Minimum Air (column M). Where required, transfer air must be greater than or _ equal to the difference between the Required Ventilation Air (column H) and the Design Minimum Air (column M), column H - M. EnergyPro 4.0 by EnergySoft User Number: 1069 —Job Number: 25655A _-- — - --- page: 14 of 20 MECHANICAL EQUIPMENT DETAILS Part 1 of 2 MECH-5-C PROJECT NAME -- - - - _ _ _�__-- _ —_ — _ _ _ _ _ _ Griffin Ranch Gate_House - - --- - - DATE I _ — - 1 2/9/2006 --- - -- — _ CHILLER AND TOWER SUMMARY Equipment Name — — Equipment Type— Qty. --- -- _PUMPS----- Tot. Motor Drive _ Efficiency Tons Qty GPM BHP Eff. Eff. -_-- __ Pump Control LOW / BOILER SUMMARY - — - ---- --- - Energy Standby ANK INSUL_._ __ _ __ _ Rated Vol. Condition Factor Loss or Ext. _ System Name System Type Distribution Type_ _ Qty _ Input (Gals.) Status or RE Pilot R-VaI. O SMITH ELJF-20 Small Elec. No Pipe Insulation _ 1 20,478 19 New 0.93 n/a n/a Water Hot Add 1/2" - Insulation ENVELOPE MANDATORY MEASURES ENV -MM • PROJECT NAME DATE Griffin Ranch Gate House 2/9/2006 DESCRIPTION Designer_ Enforcement �J§118(,) Installed Insulating Material shall have been certified by the manufacturer to comply with the California Quality Standards for insulating material, Title 20, Chapter 4, Article 3. FX] §118(c) All Insulating Materials shall be installed in compliance with the flame spread rating and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. LX §117(a) All Exterior Joints and openings in the building that are observable sources of air leakage shall be caulked, gasketed, weatherstripped or otherwise sealed. -- § 116(b) Site Constructed Doors, Windows and Skylights shall be caulked between the unit and the building, and shall be weatherstripped (except for unframed glass doors and fire doors). _ �] § 116(a)1 Manufactured Doors and Windows Installed shall have air infiltration rates not exceeding those shown in Table Number 1-E. of the Standards. Manufactured fenestration products must be labeled for U -value according to NFRC procedures. §118(l) Demising Walls in Nonresidential Buildings: The opaque portions of framed demising walls in nonresidential buildings shall have Insulation with an installed R -value of no less than R-11 between framing members. _ EnergyPro By EnergySoft User Number: User Job Number: 25655A Page: 16 of 20 IGHTING MANDATORY MEASURES NAME - -- — _—. —_--- — — Griffin Ranch Gate House -- DESCRIPTION ---- "_--_ --- ---�-- _ D § 131(d)1 For every floor, all interior lighting systems shall be equipped with a separate automatic control to shut off the lighting. This automatic control shall meet the requirements of Section 119 and may be an occupancy sensor, automatic time switch, or other device capable of automatically shutting off the lighting. I� § 131(d)2 Override for Building Lighting Shut-off: The automatic building shut-off system is provided with a manual, accessible override switch in sight of the lights. The area of override is not to exceed 5,000 square feet. n§ 119(h) Automatic Control Devices Certified: All automatic control devices specified are certified, all alternate equipment shall be certified and installed as directed by the manufacturer. r] §111 Fluorescent Ballast and Luminaires Certified: All fluorescent fixtures specified for the project are certified and listed in the Directory. All installed fixtures shall be certified. § 132 Tandem Wiring for One and Three Lamp Fluorescent Fixtures: All one and three lamp fluorescent fixtures are tandem wired with two lamp ballasts where required by Standards Section 132; or all one and three lamp fluorescent fixtures are specified with electronic high -frequency ballasts and are exempt from tandem wiring requirements. § 131(a) Individual Room/Area Controls: Each room and area in this building is equipped with a separate switch or occupancy sensor device for each area with floor -to -ceiling walls. § 131(b) Uniform Reduction for Individual Rooms: All rooms and areas greater than 100 square feet and more than 0.8 watts per square foot of lighting load shall be controlled with bi-level switching for uniform reduction of lighting within the room. r� § 131(c) Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for the effective use of daylight in the area shall have 50% of the lamps in each daylit area controlled by a separate switch; or the effective use of daylight cannot be accomplished because the windows are continuously shaded by a building on the adjacent lot. Diagram• of shading during different times of the year is included on plans. § 131(e) Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or less. 4.0 User Number: 1069 Joh N—h— 75A55a LTG -MM DATE . — 2/9/2006 igner _ JEn-force'men-t- Page: 1 of 20 MECHANICAL MANDATORY MEASURES -1. PROJECT NAME Griffin Ranch Gate House DESCRIPTION Equipment and Systems Efficiencies FXJ §111 Any appliance for which there is a California standard established in the Appliance Efficiency Regulations will comply with the applicable standard. § 115(a) Fan type central furnaces shall not have a pilot light. 0 § 123 Piping, except that conveying fluids at temperatures between 60 and 105 degrees Fahrenheit, or within HVAC equipment, shall be insulated in accordance with Standards Section 123. § 124 Air handling duct systems shall be installed and insulated in compliance with Sections 601, 603 and 604 of the Uniform Mechanical Code. Controls § 122(e) Each space conditioning system shall be installed with one of the following: § 122(e)1A Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch with an accessible manual override that allows operation of the system during off -hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends and have.program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is interrupted; or F§ 122(e)1 B An occupancy sensor to control the operating period of the system; or • F § 122(e)1C A 4 -hour timer that can be manually operated to control the operating period of the system. FRI § 12'2(e)2 Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating and/or a setup cooling thermostat setpoint § 122(g) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently of other isolation areas; and shall be controlled by a time control device as described above. ® § 122(a&b) Each space conditioning system shall be controlled by an individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the control shall be adjustable up to 85 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. 0 § 122(c) Thermostats shall have numeric setpoints in degrees Fahrenheit (F) and adjustable setpoint stops accessible only to authorized personnel. F] § 112(b) Heat pumps shall be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. User Number. User Job Number. 25655A Part 1 of 2 MECH-MM DATE 2/9/2006 Designer Enforcement i I Page:18 of 20 MECHANICAL MANDATORY MEASURES PROJECT Griffin Ranch Gate House _ Description Enforcement Ventilation -- .. Lx� § 121(e) Controls shall be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified on these plans. § 122(f) Gravity or automatic dampers interlocked and closed on fan shutdown shall be provided on the outside air intakes and discharges of all space conditioning and exhaust systems. § 122(o All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. § 121(f)1 Air Balancing: The system shall be balanced in accordance with the National Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1989); or — _ § 121(02 Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certified by the Installing licensed C-20 mechanical contractor and certified by (1) the design - mechanical engineer, (2) the Installing licenced C-20 mechanical contractor, or (3) the person with overall responsibility for the design of the ventilation system; or §121(f)3 Outside Air Measurement: The system shall be equipped with a calibrated local or remote device capable of measuring the quantity of outside air on a continuous basis and displaying that quantity on a readily accessible display divice; or § 121(f)4 Another method approved by the Commission. Service Water Heating Systems --- -- — § 113(b)2 if a circulating hot water system is Installed, it shall have a control capable of automatically turning off the circulating pump(s) when hot water is not required. § 113(b)3B Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110 degrees F. § 113(b)3C Lavatories in restrooms of public facilities shall be equipped with one of the ----- ----- - following: Outlet devices that limit the flow of hot water to a maximum of 0.5 gallons per minute. Foot actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Proximity sensor actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.25 gallons/cycle (circulating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.50 gallons/cycle (non -circulating system). Self-closing valves, and outlet devices that limit the flow of hot water to a maximum, of 2.5 gallons per minute, and 0.75 gallons/cycle (foot switches and proximity sensor controls). _ EnergyPro _-By EnergySoft User Number. User Job Number: 25655A Page: 19 of 20 CERTIFICATE OF COMPLIANCE (Part 1 of 2) OLTG-1-CI PROJECT NAME DATE Griffin Ranch Gate House 2/9/2006 PROJECT ADDRESS La Quinta PRINCIPAL DESIGNER - LIGHTING Trans West Housing TELEPHONE (760) 777-4307 Building Permit # DOCUMENTATION AUTHOR TELEPHONE Checked Madlin's Enterprises (760) 322-5004 Enforcement en Use GENERAL INFORMATION DATE OF PLANS OUTDOOR LIGHTING ZONE E L.Z1 LZ2 0 LZ3 LZ4 FUNCTION TYPE OUTDOOR LIGHTING E] OUTDOOR SIGNS INDOOR SIGNS PHASE OF CONSTRUCTION ® NEW CONSTRUCTION 0 ADDITION ❑ ALTERATION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the outdoor lighting system specifications need to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies that the document n is accurate and complete. DOCUMENTATION AUTHOR SIGN rEI DATE Catherine M Madlin CEA The Principal Lighting Designer hereby certifies that the proposed outdoor lighting and signs design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in Sections 110, 119, 130 through 132, and 146, and 149 of Title 24, Part 6. Please Check One: (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) ❑ I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California.as a civil engineer or electrical engineer, or I am a licensed architect. �J I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code'by Section.5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. F] I affirm that I am eligible under the exemption to Division 3 of the Business and Profession" s Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to B " He ig ss and, Professions Code Sections 5537, 5538 and 6737.1. PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE) 1PATE LIC. # Trans West Housing LIGHTING COMPLIANCE FORMS & WORKSHEETS Check box if worksheet is included ®OLTG-I-C: Certificate of Compliance. Required on plans for all submittals for outdoor lighting. Part 2 of 2 may be incorporated in schedules on the p a Either LTG -1-C or OLTG-I-C may be used for signs as follows: 1. Use LTG -1-C if the project consists solely of indoor signs. 2. Use LTG -1-C if the project consists of indoor lighting, outdoor or indoor signs, but no other outdoor lighting. 3. Use OLTG-I-C if the project consists solely of outdoor signs. 4. Use OLTG-I-C if the project consists of outdoor lighting, outdoor or indoor signs, but no other indoor lighting. ©OLTG-2-C: LIGHTING COMPLIANCE SUMMARY. Applicable parts required for ALL outdoor lighting allowances (Except Signs). ®OLTG-3-C: AREA CALCULATIONS WORKSHEET. Applicable parts required for all outdoor area calculations. DOLTG-4-C: SIGN LIGHTING COMPLIANCE. Required for all internally and externally illuminated signs, for both indoor and outdoor signs. EnergyPro 4.0 by EnergySoft User Number: 1069 Job Number: 25655A -OL o • Pagel of 5 is. (CERTIFICATE OF COMPLIANCE (Part 2 of 2) OLTG-1-C� PROJECT NAME DATE Griffin Ranch Gate House 2/9/2006 Lighting Schedules on Plans Show that Outdoor Li_qhtin-q Meets Allowed Lighting Power ❑ ❑X Lighting power allowance for general site illumination on OLTG-2-C Part 1 of 4 Not Applicable ❑ ❑X Lighting power allowance for local ordinances or for security multipliers on OLTG-2-C Part 2 of 4 Not Applicable ❑X ❑ Lighting power allowances for specific applications, other than vehicle service stations with canopies on OLTG-2-C Part 3 of 4 Not Applicable ❑ ❑X Lighting power allowances for vehicle service station canopies on OLTG-2-C part 4 of 4 Not Applicable "❑ ❑ Sign lighting compliance on OLTG-4-C Not Applicable - .Mandatory Measures on Plans Show that Outdoor Li •na Meets Outdoor ControlsAnd Eauipment X❑ ❑ -Licihtinci Installed lighting power has been determined in accordance with Section 130(c)1 Not Applicable X] ❑ All permanently installed luminaires with lamps rated 100 Watts either have a lamp efficacy of at least 60 lumins per Watt or are controlled by a motion sensor per Section 132(a)' Not Applicable ❑X ❑ All Luminaires with lamps rated greater than 175 Watts in hardscape area, including parking lots, building entrances, canopies, and all outdoor sales areas meet the Cutoff Requirements of Section 132(b) Not Applicable ❑X ❑ All permanently installed outdoor lighting meets the control requirements of Section 132(c)1 Not Applicable X❑ ❑ Building facades, parking lots, garages, canopies, and outdoor sales areas meet the Multi -Level Lighting Requirements of Section 132(c Not Applicable MANDATORY INTERIOR AND DAYLIGHTING AUTOMATIC CONTROLS CONTROL LOCATION (Room #) CONTROL IDENTIFICATION NOTE TO FIELD CONTROL TYPE (Auto Time Switch, Dimming, etc.) SPACE CONTROLLED Check if Daylighting EnergyPro 4.0 by EnergySoft User Number: 1069 Job Number: 25655A -OL Page:2 of 5 LIGHTING COMPLIANCE SUMMARY Project Name -- - Griffin Ranch Gate House _ (Part 3 of 4) OLTG-2-C Date 2/9/2006 LIGHTING POWER ALLOWANCE FOR SPECIFIC APPLICATIONS able 147-B - Other than Vehicle Station without Cano 'es - Allotted --- Watts --- — Luminaire F Description G N enc m' o _ _ - - Lamps/Ballasts H .mow m 3 ---- _ _ I C d 33 H -.9 m ' 1 1 — J w°' 3 '0'0 32 32 Design Watts N_ C C 33 iu m w z - O 3- r -*w x 0) 6; z . a - --= 2 — 70 - ----- 140 P 30 c, OCL o Oy 5 14 K C T 3� m 1.0 1.0 L C G 3°' v � ' 35.0 35.0_X_ M 0 cmi o - X -- Lighting Application _ (Table Category4B) nd Flr Facades Front Bldg Facade _ Front Bldg Facade _ `°oo-�y� '' n r T x.�i •ia o v _ D 0°o�io n -- , -E o 16 -- 4-4� 44 _0.35 0.35 I 0.35 - 56 154 _ 154 — D- __ - --" (1) 32w Com_ pact Fluorescent p 4 in Elec _ {j 3_ w Compact Fluorescent o1 4 in Elec {j 3gw_Gompact Fluorescent 14 Pin Elec �fjp3�w Compact Fluorescent Pin — --..- . j� rW cessed 1 32 1.0 X -- -- ---- —140 — -- 14_0 1,800-- — 14 ------ 1,94 - Guardhouse - --- 2,50 0.80 -- 2_005 — g� F- -- _ _- 1 32 1.0 _35.0 — 35.0 - X 32 60W 3 60 180.0 X IC — Incandescent 4.0 by EnergySoft User Number: 1069— -- - Job Number: 25655A -OL -- —_ _— Page3 of 5 — ILLUMINATED AREA CALCULATION WORKSHEET (Part 3 of 5) OLTG-3-C _ PROJECT NAME DATE Griffin Ranch Gate House I 2/9/2006 A. Outdoor Sales Lot Frontacie and Sales Lot Area Gross Illuminated Area (sq. ft_) If an Outdoor Sales Frontage Allotment was used, subtract that area from the Gross Illuminated Area Distance (In plan view) from the frontagge Sales Frontage Mounting height of luminaire to iron Sales Lot Area Sales Frontage edge of Sales Frontage (C - D) x E Luminaires (feet) — 3 x B _—Lot Length (feet) (sq. ft.) - Overlappin Areas of g Another Application_ Sales Lot Area (A_F _G) ` -- -- ❑ Section 147 (c)1 B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with actual use of the areas. U Section 147 (c)2 B - Measured in plan view, only illuminated sections of outdoor sales frontage areas that are immediately adjacent to the principle viewing location and unobstructed viewing length, and are within 3 mounting heights of the frontage have been used. Luminaires qualifying for this allowance are located in plan view between the principle viewing location and the frontage sales. B. Building Facade Area A B C D _E F-7-7 G Designated Name and Orientation Length _ Height Gross Area (B x C) Areas (SF) to Subtract from within the Illuminated Area _H Net Area Available for Facade %htin (g - G? Areas covered by signs Area for which Illumination is Obstructed by Other Objects and Area Not Illuminated Sub total (E + F) 2nd Flr Facades 16 10 160 0 0 _ 160 — Front Bldg Facade — _40 11 440 0 0 —_ _ 440-.---. _--Front Bldg_Facade _ 40 11— 440__ _— 0 0 _ 440— Checklist _ ___--------_ _—_-- ---- I—I Section 147 (c)1 B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with actual use of the areas. L� Section 147 (c)2 A - Only facades areas that are illuminated without obstruction or interference, by one or more luminaires, have been used. EnergyPro 4.0 by EnergySoft User Number: 1069 Job Number: 25655A -OL PageA of 5 ILLUMINATED AREA CALCULATION WORKSHEET (Part 5 of 5) OLTG-3-C� [PROJIECfN'AME DATE Griffin Ranch Gate House 2/9/2006 A. Drive Up Windows AB g Smaller of 30 feet or distance Area (sf) to the edge of the property line (LF) A Width of Window plus 6 feet (�_ Area of Guardhouse Interior (SF) _ Smaller of 80 it or distance to the edge of the property line. (LF) Entrance Area (SF) (B x 25 ft)-- Area (sf) (A + B) 506 80 2000. 2.506 — i _ Checklist Enter each Area in OLTG-2-C (Part 3 of 4) in Column B to calculate allotted watts. Section 147 (c)1 B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with actual use of the areas. Section 147 (c)1 G - Drive up window area includes only illuminated area that is the product of the width of the window plus six feet, and a distance of up to 30 feet outward from the window not oing beyond proper lines . B. Guarded Facility AB C D Area of Guardhouse Interior (SF) _ Smaller of 80 it or distance to the edge of the property line. (LF) Entrance Area (SF) (B x 25 ft)-- Area (sf) (A + B) 506 80 2000. 2.506 Checklist — Section 147 (c)1 B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with the actual use of the — areas. Section 147 (c)2 H - The area of guarded facilities includes illuminated areas that include the guardhouse interior area plus the product of the entrance width of 25 feet and length of up to 80 feet (not going beyond the property line). - EnergyPro 4.0 by EnergySoft _ User Number: 1069 -- Job Number: -25655A -OL —_--_-- Page:5 of 5 H. V.A. C. Load Calculation I [HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME-----------_-- __.-- _ _ Griffin Ranch Gate House -------------- -- -------- --_ ------------ _ _ ----- DATE^ ---- — SYSTEM NAME Guard House � _—_------- ------FLOOR _ _2/9_/_2006 AREA- 506 ENGINEERING CHECKS SYSTEM LOAD (Number of Systems I 1 COIL COOLING [qfMj_S�tnsible Total Room Loads 1,338 23,711 PEAK COIL H_ TG. PEAK Latent II CFM —Sensible 3,554 I 1,106 17,109 L--- -- Heating System Output per System 48,000 - Total Output(Btuh) 48,000 Return Vented Lighting 0 ----- ' _- Output (Btuhlsgft) 94.9 Return Air Ducts 1,186. Cooling System _ Return Fan 0 Ventilation F 76 2,931 _Supply Fan _ 0 _855 0 Output per System 45,500 11183 76 3,513 Total Output (stun) 45,500 0 Total Output (Tons) 3.8 Supply Air Ducts 1,186 ___8551 Total Output (Btuhlsgft) 89.9 TOTAL SYSTEM LOAD 29,01:8=46 -- � E ----I 22,333 Total Output (sqf ffon) 133.5 ' Air System CFM per System 1,600 HVAC EQUIPMENT SELECTION - -- -- —___ York E1RD048S06- 33,659 6,191 29,979 Total Adjusted System Output 33,659 6,191 (Adjusted for Peak Design Conditions) C 29,979 Airflow (cfm) 1,600 Airflow (cfmisgft) 3.16 Airflow (cfm/Ton) 422.0 Outside Air (%)4 7 Outside Air (cfm/sgft) 0.15 TIME OF SYSTEM PEAK Jul 4 pm �— Jan 12 am Temperatures at Time of Heating Peak Note: values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS Airstream 26.0 OF 67.4 OF Outside Air 85.0 OF 85.0 OF ;0 ` - Supply Air Ducts 76 cfm ` Heating Coil Supply Fan r' 84.5 OF lsoocfmROOMS_ 69.5 OF . ` 70.0 of Return Air Ducts DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 111.0/77.60F 76.4/63.8°F 56.7/55.7°F 56.7/55.7 OF Supply Air Ducts Outside Air 0 76 cfm 9F Cooling Coil Supply Fan 57.3/55.9 ° 1600 cfm 53.7% R.H. ROOMS 74.7/62.9 OF 74.0 / 62.7 of Return Air Ducts i omiyyrw 9.V uy r-nergyaorr User Number: 1069 — Job Number: 25655A — _ Page:20 of 20 -- as - Addendums and Notes L adliii,, enterprise's Catherine M. Madlin, Certified Energy Analyst '► 760-322-5004 / 323-3644'Fax ` Post Office Box 1443 v' Palm Springs, CA 92263-1443 Cmadlin@aol.com ....... Title 24 2005 Building Energy Efficiency Standards Lighting Controls in Enclosed Spaces (b) Multi-Level Lighting Controls, The general lighting of any enclosed space 100 square feet or larger in which the connected lighting load exceeds 0.8watts per square foot, and that has more than one light source (luminaire] shall have multi-level lighting controls. A multi-level lighting control is a lighting control that reduces lighting power by either continuous dimming, stepped dimming, or stepped switching whi.l aiSa reasonably uniform level of illuminance throughout the area controlled. Multilevel controls� ����all have exonthat is between 50% and 70% of design lighting power and at least one ep �,i firm ou opes than 35% offull rated lighting system power (this control step could. eco betel f� ting i-level control). A reasonably uniform level of illuminance in an area shall be`ev� by an f th ollurg ' 1. Dimm' ch1n �g n luminaires, alternate luminaires, and alternate rows of luminaires. EX TY1)N to Section 131 (b): Lights in' corridors. r _ t I, • .• • • `qtr• 036-21319-002 Rev.'A (1103), ® DESCRIPTION It l The 12 SEER series heat pumps are designed for use with a variety of UPG evaporator sections to suit any application IMYORK need. A full line of matching Add -On Coils are available for use with upflow, downflow or horizontal furnaces. Matching Air Handlers are also available for upflow, downflow or horizontal Heating and A i r Conditioning installation to provide a complete system. Electric heat may be installed in air handlers. All units are factory charged to assure easy installation. WARRANTY TECHNICAL GUIDE Single Phase Units: 5 -year limited parts warranty. SPLIT -SYSTEM HEAT PUMPS.. 10 -year limited compressor warranty. Three Phase Units: 12 SEER 1 -year limited parts warranty. 5 -year limited compressor warranty. MODELS: FEATURES E*RC018 THRU 060 DURABLE CONSTRUCTION - The outdoor unit is con - (1.5 THRU 5 TONS, 1 PH) structed of pre -painted steel that offers tough protection E*RC036 THRU 060 against corrosion and resists fading when exposed to sun - (3 THRU 5 TONS, 3 PH) light. Drain holes are incorporated into the base pan to per- mit free drainage of moisture. • QUALITY COILS - The coil is constructed of copper tube and aluminum fins. COIL PROTECTION - Coils are protected from damage by a polymer mesh applied between the coil face, and a PVC coated steel coil guard. E PROTECTED COMPRESSOR -The hermetic compressor is internally protected against high pressure and tempera- ture by the simultaneous operation of a high pressure relief valve and temperature sensors which stop the compressor ' if operating temperatures go too high. Both protectors reset ' automatically. A discharge line solid core filter drier further protects the compressor. TIME TEMPERATURE DEFROST CONTROL - Includes a five-minute anti -short cycle timer to protect the compressor from short cycling. Field selectable 30, 60, 90 minutes defrost intervals. y • LOW OPERATING SOUND LEVEL - The compressor is mounted on rubber isolators to reduce operating sounds. The slow moving condenser fan keeps air turbulence and sound to a low level. • EASY ACCESS - Removable panel affords accessibility to the electrical box. C L US FULLY CHARGED AND FACTORY WIRED - to simplify tsttiinstallation and reduce labor costs. Only power supply and This pmdUU was manufaCamd Und-Ion apple ony LASTED control wiring and refrigerant lines must be connected. All ina plan whose Quatdy system when dm -moble Is ocnitxoirogu;teieC as Ue�n2 sysmm is hied models are sweat connect with reusable service valves. Inaon'ormV.y with 1502007. wish ARI. • Factory tested - to verify system operation and control functioning before shipment. Due to continuous product improvement, specifications I U.L. and C.U.L. listed - approved for outdoor application. are subject to change without notice. Certified in accordance with the Unitary Small Equipment certi- Visit us on the web at vwvw.york.com for the most fication program, which is based on ARI Standard 210/240. - • . up-to-date technical information. o ' Additional rating information can be found at z www.ariprimenetorg. # FOR DISTRIBUTION USE ONLY -NOT TO BE SED AT POINT OF RETAIL SALE , 036-21319-002 Rev. A (1103) Physical and Electrical Data -1 Phase MODEL EIRC018SO61 ElRCO24S06 E1RC030S06 E1RC036S06 I E1RC042S06 E2RC048S06 E2RC060S06 Unit Supply Voltage 208/230-3-60 208/230 -1 - 60 Normal Voltage Range Normal Voltage Range 432-504 187 to 252 Minimum Circuit Ampacity 13.7 20.8 Minimum Circuit Ampacity 11.7 14.9 18.4 21.3 30.6 31.1 42.6 Max. Overcurrent Device Amps 2 20 25 30 30 •Inertia 45 50 70 Compressor Type Inertia Inertia Inertia 9.9 Scroll Scroll Scroll Compressor Amps Rated Load Locked Rotor 9.0 48 10.9 60 13.7 75 16 81 23.5 104 23.8 124 33.1 175 Crankcase Heater Yes -Ye s Yes Yes No No No Fan Motor Amps IRatedLoad 0.5 1.3 1.3 1.3 1.3 1.3 1.3 Fan Diameter Inches 18 22 22 22 22 24 24 Rated HP Rated HP 1/12 1/4 1/4 1/4 1/4 1/4 1/4 Fan Motor Nominal RPM 1,100 850 -3,150 850 850 850 850 850 3,400 Nominal CFM 1,850 3,400 3,150 3,150 3,150 3,250 3,250 27.00 Face Area Sq. Ft. 12.58 15.72 15.72 19.65 19.65 22.50 22.50 Coil Rows Deep 1 1 1 1 1 2 2 18 Fin / Inches 13 13 13 13 13 14 114 3/8 Liquid Line OD 3/8 3/8 3/8 3/8 3/8 3/8 3/8 Vapor Line OD 3/4 3/4 3/4 7/8 7/8 7/8 1 1/8 Unit Charge (Lbs.-Oz.)4 5-13 6-7 6-9 7-4 7-1 13-9 12-11 Charge Per Foot, Oz. 0.68 0.68 0.68 0.70 0.70 0.70 0.76 Operating Weight Lbs. 142 163 167 178 180 254 262 Physical and Electrical Data - 3 Phase /. MODEL E1RC036S25 I E1RC048S25 1 E RRC -060S25 ElRC036S46 E1RC048S46 E1RC06OS46 Unit Supply Voltage 208/230-3-60 460-3-60 Normal Voltage Range 187-252 432-504 Minimum Circuit Ampacity 13.7 20.8 24.2 7.2 10.5 11.7 Max. Qvercurrent Device Amps 2 20 - 35 40 15 15 20 Compressor Type3 Reap ScrollB Scrollc Recip ScrollB Scrollc CompressorAmps Rated Load 9.9 15.6 18.3 5.1 7.7 8.7 Locked Rotor 78 93 123 40 47 62 Crankcase Heater Yes No No Yes No No. Fan Motor Amps Rated Load 1.3 1.3 1.3 0.8 0.8 0.8 Fan Diameter Inches 22 24 24 22 24 24 Fan Motor Rated HP 1/4 1/4 1/4 1/4 1/4 1/4 Nominal RPM 850 850 850 850 850 850 Nominal CFM 3,300 3,400 3,400 3,300 3,400 3,400 Coil Face Area Sq. Ft. 19.65 27.00 27.00 19.65 27.00 27.00 Rows Deep 1 2 2 1 2 2 Fin/Inches 18 14 14 18 14 14 Liquid Line OD 3/8 3/8 3/8 3/8 3/8 3/8 Vapor Line OD 3/4 7/8 7/8 3/4 7/8 7/8 Unit Charge (Lbs.-Oz.)4 9-5 13-9 12-9 9-5 13-9 12-9 Charge Per Foot, Oz.0.68 0.70 0.70 0.68 0.70 0.70 Operating Weight Lbs. 185 240 258 185 1 241 1258 1. matru nt du;utudnue wim mro Jianoaro 11 U, utwzation range "A". 2. Dual element fuses or HACR circuit breaker. + 3. All scrolls listed with a superscript "B" are Bristol scrolls. All scrolls listed with a superscript "C" are Copeland scrolls. 4. The Unit Charge is correct for the outdoor unit, matched indoor coil and 15 feet of refrigerant tubing. For tubing lengths other than 15 feet, add or subtract the amount of refrigerant, using the difference in length multiplied by the per foot value. • i 2 Unitary Products Group 036-21319-002 Rev. A (1103) COOLING CAPACITY - With Air Handler Coils UNIT MODEL AIR HANDLER COIL1,6 MODEL COOLING MODEL6 ELECTRIC z HEAT KW W RATED CFM NET MBH SEER W/O TXV SEER + TXV3 EER TOTAL SENS. 1 PH 12 SEER HP WITH N -AHI G2FD E1RC018S06 NlAHBO806E5,8,10,15,19 10 17 G2FD024(S,H)17 (T) .650 17.8 12.8 12.00 10.35 E1RCO24S06 NIAHBO80610 17 G2FD024(S,H)17 (T) 840 23.4 17.3 - 12.00 10.25 NlAHBO80610 17 G2FD030(S,H)17 (T) 840 23.8 17.6 12.0 12.10 10.35 E1RC030S06 N1AHB12 66 5,19 17 G2FD036(S,H)17 (T) 1025 28 20.7 11.8 12.00 10.30 E1RC036S06 NlAHB1206 17 G2FD036(S,H)17(T) 1250 33.4 24.7 12.0 12.10 10.10 E1RC042S06 NlAHC1606 5,8,10,15,20 21 G2FD042(S,H)21 (T) 1400 40 30.0 12.0 12.00 10.45 N1AHC1606 5,8,10,15,20 21 G2FD048(S,H)21 1600 45.5 33.3 12.0 - 10.70 E2RC048S06 NlAHD2006 8,10,15,20,25,30 24 G2FD060(S,H)24 1600 46.5 34.4 12.0 10.90 NlAHD2006 8,10,15,20,25,30 24 G2FD061H24 1600 47 36.3 12.0 11.00 E2RC060S06 N1AHD2006 8,10,15,20,25,30 24 G2FD060(S,H)24 1700 57.5 40.4 12.0 10.75 NlAHD2006 8,10,15,20,25,30 24 G2FD061H24 2000 59 44.0 - 12.00 10.80 1 PH 12 SEER HP / N1VS - VARIABLE SPEED E1RC018S06 N1VSB12 _VS 5,8,10,15,19 17 G2FD024(S,H)17 645 18.4 12.8 13.00 - 11.80 E1RCO24S06 N1B12 15,19 5,8,1 0,15,19 17 G2FD030(S,H)17 785 24.4 17.6 13.00 11.50 E1RC030S06 N1VS612 5,8,10 17 G2FD036(S,H)17 1000 28.6 20.7 13.00 11.20 E1RC036S06 N1VSB12 5,8,10,15,19 17 G2FD036(S,H)17 1150 34.0 24.7 13.0011.00 NlVSB12 5,8,10,15,19 17 G2FD046(S,H)17 1150 34.6 25.1 13.00112..60 11.00 E1RC042S06 NlVSC16 5,8,10,15,20 21 G2F0048(S,H)21 1425 41.5 30.4 13.0011.00 E2RC048S06 NlVSD20 8,10,15,20,25,30 24 G2FD060(S,H)24 (T) 1600 47.0 34.4 11.40 NlVSD20 8,10,15,20,25,30 24 G2FD061H24 1600 47.5 36.3 11.55 E2RC060S06 NlVS020 8,10,15,20,25,30 24 G2FD060(S,H)24 (T) 1860 59.0 40.4 - 13.50 11.90 NlVSD20 8,10,15,20,25,30 24 G2FD061H24 1900 59.5 44.0 12.35 111.05 1 PH 12 SEER HP / F2RP / FP / FV 4,5 E1RC018S06 F2RP/F2FP024 5,8,10 __'5 18 650 18.0 13.3 12.00 - 10.50 EllRCO24SOB F2RP/F2FP030 8,11 18 800 23.6 17.5 12.00 10.50 E1RC030S06 F2RP/F2FP030 5,8,10,15 18 1025 27.8 20.6 11.30 10.25 F2RP/F2FP036 5,8,10,15,19 21 1000 28.6 21.2 12.00 10.60 E1RC036S06 F2RP/F2FP036 5,8,10,15,19 21 1200 34.0 25.2 12.00 - 10.40 F2RP/F2FP042 5,8,10,15 21 1200 34.0 25.2 12.00 10.40 ElRC042SOB F2RP/F2FP042 (T) 5,8,10,15 21 1400 39.5 29.2 - 11.70 10.25 F2FP048 5,8,10,15,20,25 24 1400 41.0 30.3 12.00 - 10.60 F2FP045 5,8,10,15 24 1500 46.0 33.5 12.00 - 11.00 E2RC048S06 F2FP048 m 5,8,10,15,20,25 24 1600 45.5 33.7 - 12.00 10.55 F2FV060 8,10,15,20,25 24 1600 47.0 35.9 12.60 11.40 E2RC060S06 F2FP060 m 5,8,10,15,20,25 24 1700 57.0 39.9 - 12.00 10.40 F2FV060 8,10,15,20,25 24 1900 1 57.5 43.4 12.30 1 110.65 Rated in accordancewith DOE test procedures (Federal Register 12-27-79 and 318-88) and ARI Standards 210. Cooling MBH based on 80°F entering air temperature, 50% RH, and rated air flow. EER (Energy Efficiency Ratio) is the total cooling output in BTU's at a 95°F outdoor ambient divided by the total electric power in watt-hours at those conditions. SEER (Seasonal Energy Efficiency Ratio) is the total cooling output in BTU's during a normal annual usage period for cooling divided by the total electric power put inin watt-hours during the same period. 1. G2FD cons available with a factory installed horizontal drain pan. See price pages for specific model number. 2. Single phase units require single phase 2HK heaters. Three phase units require three phase 2HK heaters. 3. TXV = Thermal Expansion Valve kit required. Use 1TV700 series kit. 4. To meet R=4.2 insulation requirements, substitute F2FP for F2RP, and F2FC for F2RC. models. All ratings remain the same. 5. FGB, FG9, and FL8 furnaces and F2RP / F2RC air handlers have B.O.D (Bloweron Delay) standard. 6. A TXV is factory mounted in the Indoor Coil or Air Handler with model numbers containing a (T) suffix. - = Not applicable Unitary Products Group 036-21319-002 Rev. A (1103) HEATING PERFORMANCE - With Air Handler UNIT MODEL' COIL' ARI HEATING2 OUTDOOR TEMP3 MODEL 47°F 17°F JHSPF -3°F 7°F 27°F 37°F 57°F MBH COP KW MBH COP KW STD MBH KW MBH KW MBH KW MBH KW MBH KW 1R 018 06 F2RP/F2FP024 19.0 3.20 1.74 10.6 2.06 1.52 7.20 7.2 1.44 8.9 1.47 13.0 1.63 14.8 1.58 19.3 1.75 E1RCO24S06 F2RP/F2FP030 24.0 3.16 2.23 14.0 2.06 2.00 7.30 9.1 1.75 1.3 1.86 15.8 2.08 21.1 2.13 27.1 2.32 E1RC030S06 F2RP/F2FP030 29.0 3.30 2.58 18.0 2.20 2.40 7.60 10.7 2.28 14.3 2.34 22.2 2.59 26.4 2.78 32.7 2.63 F2RP/F2FP036 29.6 3.40 2.55 18.0 2.30 2.29 8.00 11.6 2.02 15.0 2.22 20.2 2.34 26.0 2.43 33.9 2.68 E1RC036S06 F2RP/F2FP036 35.0 3.50 12.93 20.6 2.30 2.62 8.00 12.1 12.26115.9 2.40 25.0 2.86 30.8 2.79 39.6 3.12 7.0 F2RP/F2FP042 35.0 3.50 2.93 20.6 2.30 2.62 8.00 12.1 2.26 15.9 2.40 25.0 2.86 30.8 2.79 39.6 3.12 E1RC042S06 F2RP/F2FP042 41.5 3.38 3.60 125.2 2.30 13.2118.00 14.3 2.95 19.8 3.08 31.4 3.43 37.6 3.65 46.9 3.73 F2FP048 42.0 3.60 3.42 25.4 2.38 3.14 8.00 14.8 2.93 20.1 3.04 30.9 3.24 36.7 3.33 46.8 3.54 5.0 1.331 7.7 1.42 13.1 1.59 15.8 1.67 21.8 1.84 F2FP045 47.0 3.22 4.28 29.4 2.40 3.59 8.00 17.7 3.13 23.5 3.36 33.7 3.71 37.9 3.78 52.9 4.39 E2RC048S06 F2FP048 47.5 3.18 4.38 30.0 2.40 3.66 8.00 18.3 3.19 24.2 3.42 34.3 3.76 38.6 3.86 53.3 4.62 7.2 F2FV060 46.0 3.34 4.04 28.4 2.54 3.28 8.25 16.7 2.77 22.5 3.02 32.7 3.40 37.0 3.52 51.9 4.29 E2RC060S06 F2FP060 59.0 3.40 5.08 35.2 2.30 4.41 7.75 19.3 3.96 27.3 4.18 38.8 4.45 42.5 4.49 66.9 5.31 F2FV060 57.5 3.80 4.43 33.6 2.50 3.94 8.25 17.7 3.61 25.6 3.77 37.2 13.94140.9 3.95 65.5 4.60 1. Rated CFM same as for cooling. 2. Heating MBH based on ARI standards of 70° DB entering indoor air, 72% RH outdoor air with 25 feet of interconnecting piping and no supplemental electric heat operation. 3. Integrated heating capacities include the effect of defrost cycles in the temperature range where they occur. CP equals MBH output divided by (total KW input x 3.412). HSPF (Heating Seasonal Performance Factor) is the total heating output during a normal annual usage period for heating divided by the total electric power input during the same period. - = Not Applicable. HEATING PERFORMANCE - Furnace Coils UNIT MODEL` COIL' MODEL ARI HEATING2 47°F I 17°F Variable JHSPF Speed OUTDOOR TEMP3 3°F 7°F 27°F I 37°F 57°F MBH COP KW MBH COP KVV I STD N1VS MBH I KW I MBH KW MBH I KW I MBH KW MBH I KW G2FD024(S,H)14,17 18.8 3.40 1.65 10.6 2.04 1.521 7.0 7.1 7.2 11.441 8.9 1.47 13.0 1.63 14.8 1.58 19.3 1.71 G1HA024H14(T) 18.4 3.40 1.65 10.2 2.04 1.52 7.0 - 7.2 11.441 8.9 1.47 13.0 1.63 14.8 1.58 19.3 1.71 GlHD024 19.0 3.24 1.72 10.4 2.04 1.49 7.0 - 4.7 1.34 7.5 1.42 12.8 1.62 15.2 1.74 21.9 1.79 E1 RC018S06 G1 NA030S17K 18.0 3.26 1.62 10.8 2.06 1.54 7.2 - 6.0 11.481 8.4 1.51 13.0 1.58 15.2 1.63 20.4 1.65 G1UA024S14,17 18.8 3.14 1.75 10.4 2.02 1.50 7.0 5.0 11.331 7.7 1.42 13.1 1.59 15.8 1.67 21.8 1.84 GlUA030S14 19.0 3.22 1.73 10.4 2.04 1.49 7.1 - 4.7 1.331 7.5 1.42 12.8 1.59 15.2 1.69 21.9 1.81 G1FA024S14,17 18.8 3.14 1.75 10.4 2.02 1.50 7.0 - 5.0 1.331 7.7 1.42 13.1 1.59 15.8 1.67 21.8 1.84 GlFA030S14 19.0 3.22 1.73 10.4 2.04 1.49 7.1 - 4.7 1.331 7.5 1.42 12.8 1.59 15.2 1.69 21.9 1.81 G2FD024(S,H)14,17 23.4 3.04 2.26 13.8 2.02 2.00 7.2 7.4 1.83 10.6 1.92 16.5 2.03 19.1 2.06 26.6 2.34 G1HA024H14(T) 23.0 3.04 2:26 13.612. 2 2.00 7.2 - 7.4 1.83 10.6 1.92 16.5 2.03 19.1 2.06 26.6 2.34 G2FD030(S,H)14,17 23.6 3.12 2.22 14.0 2.06 1.99 7.3 7.3 7.9 1.81 11.0 1.90 17.8 2.08 20.3 2.60 27.7 2.31 G2FD035(S,H)14 23.6 3.12 2.22 14.0 2.06 1.99 7.3 -- 8.0 1.82 11.0 1.90 17.0 2.08 20.3 2.16 27.6 2.31 G1 HD024S 23.4 3.08 2.22 13.812. 5 1.97 7.2 - 7.7 1.78 10.7 1.88 16.9 2.07 20.1 2.15 27.5 2.32 GlHD036S 23.6 3.24 2.22 14.0 2.12 1.99 7.3 7.9 1.80 11.0 1.90 17.0 2.09 20.2 2.16 27.9 2.30 E1RCO24S06 GlNA030S17K 24.0 3.16 2.23 14.0 2.06 1.99 7.3 - 7.3 1.84 10.7 1.91 16.9 2.08 19.7 2.16 27.3 2.30 GINA03OS21M 24.0 3.16 2.23 14.0 2.06 1.99 7.3 7.3 1.84 10.7 1.91 16.9 2.08 19.7 2.16 27.3 2.30 GlUA030S14 23.6 3.12 2.22 14.0 2.06 1.99 7.3 - 7.9 1.81 11.0 1.90 17.0 2.08 20.3 2.16 27.7 2.34 G1UA036S17,21 23.6 3.12 2.22 14.0 2.06 1.99 7.3 - 7.9 1.81 11.0 1.90 17.0 2.08 20.3 2.16 27.7 2.34 GlFA030S14 23.6 3.12 2.22 14.0 2.06 1.99 7.3 - 7.9 1.81 11.0 1.90 17.0 2.08 20.3 2.16 27.7 2.34 G1FA036S17,21 23.6 3.12 2.22 14.0 2.06 1.99 7.3 7.9 1.81 11.0 1.90 17.0 2.08 20.3 2.16 27.7 2.34 G2FD030(S,H)17 29.6 3.36 2.58 18.0 2.28 2.31 8.01 10.2 2.10 14.1 2.21 21.9 2.42 26.1 2.52 35.2 2.78 G2FD035(S,H)14 29.6 3.36 2.58 18.0 2.28 2.31 8.0 1 10.2 2.10 14.1 2.21 21.9 2.42 26.1 2.52 35.2 2.78 G2FD036(S,H)17 30.0 3.40 2.59 18.2 2.30 2.32 8.0 1 8.1 10.3 2.10 14.2 2.21 22.2 2.45 26.4 2.52 35.8 2.77 G2FD036(S,H)21 29.6 3.38 2.55 18.0 2.28 2.32 8.0 1 - 10.5 2.13 14.4 2.22 22.0 2.41 26.1 2.50 35.1 2.74 G1HA636H14(T) 29.0 3.38 2.55 17.6 2.28 2.32 7.9 1 - 10.5 2.13 14.4 2.22 22.0 2.41 26.1 2.50 35.1 2.74 GlHD036S 30.0 3.50 2.51 18.2 2.34 2.27 8.0 1 - 10.3 2.07 14.2 2.17 22.2 2.37 26.4 2.46 35.7 2.70 E1 RC030S06 G1 HD048S 30.4 3.54 2.51 18.4 2.36 2.27 8.0 - 10.3 2.08 14.3 2.17 22.3 2.37 26.6 2.46 36.1 2.68 G1NA036S17L 29.6 3.40 2.55 18.0 2.30 2.29 8.0 - 10.3 2.12 14.1 2.21 21.3 2.34 24.6 2.39 33.5 2.64 Gt NA048S21 D 29.6 3.40 2.55 18.0 2.30 2.29 8.0 - 10.3 2.12 14.1 2.21 21.3 2.34 24.6 2.39 33.5 2.64 G1 UA036S14 29.8 3.42 2.57 18.2 2.28 2.34 8.0 - 10.5 2.19 14.3 2.26 20.8 2.31 23.3 2.27 33.7 2.64 G1UA636S17,21 29.6 3.36 2.58 18.0 2.28 2.31 8.0 -- 10.2 2.10 14.1 2.21 21.9 2.42 26.1 2.52 35.2 2.78 G1FA036S14 29.8 3.42 2.57 18.2 2.28 2.34 8.0 - 10.5 2.19 14.3 2.26 20.8 2.31 23.3 2.27 33.7 2.64 G1 FA036S17,21 29.6 3.36 2.58 18.0 2.28 2.31 8.0 - 10.2 2.10 - - - 2.21 21.9 2.42 26.1 2.52 35.2 2.78 Unitary Products Group r r • 036-21319-002 Rev. A (1103) HEATING PERFORMANCE - With Variable Speed Furnaces (Continued) UNIT MODEL FURNACE COIL MODEL ARI HEATING2 OUTDOOR TEMP' 47"F 17'F HSP •3rF 7°F 27'F 37rF 57°F MBH COP KW MBH COP KW STD MBH KW MBH KW MBH KW MBH KW MBH KW E2RC060S06 PlDUC20VGIFA06OS21 80 58.4 3.52 4.86 34.6 2.42 4.19 8.05 18.9 4.00 26.8 4.22 38.5 4.28 42.2 4.33 66.3 4.87 P1XDD20V G2FD060(S,H)24 59.2 8.00 2.17 35.4 2.34 4.43 8.00 19.7 4.25 27.6 4.47 39.3 4.53 43.0 4.58 67.1 5.12 PlXUC20V GlFA060S21 58.1 3.56 4.78 34.4 2.44 4.13 8.10 18.6 3.92 26.5 4.14 38.2 4.20 41.9 4.25 66.0 4.79 23 PlXUD20V GIFA06OS24 58.1 3.56 4.78 34.4 2.44 4.13 8.10 18.6 3.92 26.5 4.14 38.2 4.20 41.9 4.25 66.0 4.79 PlXUD20V G2FD060(S,H)24 58.1 3.56 4.78 34.4 2.44 4.13 8.10 18.6 3.92 26.5 4.14 38.2 4.20 41.9 4.25 66.0 4.79 PlXUD20V G2FD061H24 58.7 3.62 4.76 34.6 2.44 4.15 8.25 18.9 3.87 26.8 4.09138.414.13142.114.T-7 66.7 4.76 c as w, wamg. _ 2. Heating MBH based on ARI standards of 70° DB entering indoor air, 72% RH outdoor air with 25 feet of interconnecting piping and no supplemental electric heat operation. 3. Integrated heating capacities include the effect of defrost cycles in the temperature range where they occur. CP equals MBH output divided by (total KW input x 3.412): HSPF (Heating Seasonal Performance Factor) is the total heating output during a normal annual usage period for heating divided by the total electric power input during the same period. - = Not Applicable. ACCESSORIES r* Refer to Price Manual for specific model numbers. Start Assist Kit (2SA067") \ C Blower Time Delay - Available to increase efficiency when installed. Installs on indoor section and maintains blower for approximately one minute after cooling thermostat has been ' satisfied. Hard Start Kits - Provides required starting torque for use . A with Thermal Expansion Valve Kit. Low Temperature Cutout (2LT06700224) - Prevents heat pump operation below -10°F ambient temperature. Compressor Blanket - Designed to further reduce the nor- 03 B� mal operating sound. g Add-on Fossil Fuel Control - Interface controls for use with o gas, oil furnaces and the heat pump system are available. Thermal Expansion Valve Kit - 1TV0700 Series TXV kit used to improve system performance. Outdoor Thermostat (2TD06700124) - Provides additional All dim ensions are in inches. They are subject to change with staging of supplemental electric heat. notice. Certified dimensions will be provided upon request. Room Thermostats - A wide selection of matching thermo- stats is available to provide features required for any installa- tion. 2H/1C, manual change -over electronic non -programmable thermostat. 3H/2C, non -programmable digital thermostat. 3H/2C, auto/manual changeover,, electronic programmable, 7 -day, hardwire thermostat. " For the most current accessory information, refer to the price book or consult factory. SOUND RATINGS UNIT MODEL SOUND RATINGS DECIBELS 018 80 024 80 030 80 036 80 042 80 048 80 060 80 UNIT DIMENSIONS REFRIGERANT MODEL (INCHES) CONNECTION LINE SIZE Al B C Liquid Vapor 018 25 35 23 024 27 37 27 3/4" - 030 27 37 27 036 33 37 27 042 '33 37 27 3B" 7/8" 048 32 43 .32 7/8°2 060 32 43 32 1-1/8"2 s • 1. Including Fan Guard. 2. Three-phase uses 7/8'. Single-phase uses 1-1/8'. 'Rated in accordance with ARI Standard 270. 12 t r Unitary Products Group .' . 4, r e MATCHING INDOOR COMPONENTS S ADD-ON COILS - FOR FURNACE APPLICATIONS ' GIH i r _ G1 UA HORIDTAL DUCT ZON�~� =ti G1 NA 1/2 CASED �p UNCASED UPFLOW UPFLOW GIFA FULL CASED` MULTI -POSITION G1HA UPFLOW (UPFLOW, HORIZONTAL FULL CASED - AND DOWNFLOW) HORIZONTAL Available with factory installed horizontal drain pan. AIR HANDLERS - FOR NON -FURNACE APPLICATIONS _ N1AH OR N1VS MODULAR BLOWER (UPFLOW, HORIZONTAL i AND DOWNFLOW) ` i Vi /C;2FD\.w� 4 _ COIL F2RC / F2FC OR F2RC / F2FP FAN COIL UNITS (UPFLOW, HORIZONTAL) Subject to change without notice. Printed in U.S.A. 036-21319-002 Rev. A (1103) Copyright ® by York International Corp. 2003. All rights reserved. Supersedes: 036-21319-001 Rev. B (0303) unitary Product Group 5005 Norman ' York . OK Drive 73069 • _ tr ro 036-21110-002 Rev- C (1204) DESCRIPTION L WYORIC This fan coil unit provides the flexibility for installation in any upflow or horizontal application. These versatile models may be used for split -system cooling or heat pump operation. Compact cabinets along with return air options in both the Heating and Air conditioning , upflow and horizontal positions allow this unit to fit into tight spaces such as`attics, crawl spaces, and closets. .. TECHNICAL GUIDE SINGLE PIECE AIR HANDLERS FOR USE WITH SPLIT -SYSTEM COOLING & HEAT PUMPS HEAT PUMP MODELS: F2RP/F2FP018 THRU 060 F3RP/F3FP018 THRU 060(T). COOLING MODELS F2RC/F2FCO24 THRU 036 VARIABLE SPEED MODEL: F2FV060 F3FV060(T) NOTE: For matching condensing units and performance data, refer to condenser technical guides. FEATURES CABINET -The compact and sturdy cabinet is protected with, t a durable, attractive finish to prevent rust. The cabinet is also insulated to prevent cabinet sweating. F*RP/F2RC models have 1/2 inch fiber glass insulation and F*FP/F2FC & F`FV models have 3/4 inch insulation. BLOWERS - Blowers are sized to circulate air both• quietly and efficiently. The direct -drive, 3 -speed motors provide a selection of air volume to match any application.. Motor speeds may be selected via quick connect terminal at the motor. Slide -out blower/motor assemblies provide for easy servicing. COILS - Using the latest in heat transfer technology, the rifled ' tube coil/aluminum fin coils produce high performance ratings and provide long lasting quality. The coils are capable of bot- tom return air in the upflow position, and right or left end 'return air in the horizontal position. \ FACTORY INSTALLED TXV - Air handler models F3RP(T)/ F3FP(T) & F3FV(T) have factory installed TXV metering device. All other models are orifice metered. ELECTRIC HEATERS - Models providing up to 25kw of heat are available as field installed accessories. Electric` heaters are available in both single and three phase. EASY INSTALLATION - These fan coil units are designed to provide the lowest total installation cost. Accessible color coded control wiring, top and side, power wiring knockouts, easy to install drain connections and electric heaters all com- bine to minimize installed cost on every job. CONTROL BOARD - The control board is equipped with low voltage terminal strips for easy installation. The control board { is also equipped with plug-in receptacles for the auxiliary AP, lu heaters. ; Due to continuous product improvement, specifications are subject to change without notice. Visit us on the web at www.york.com for the most up-to-date technical information. a Additional rating information can be found at " www.ariprimenet.org. FOR DISTRIBUTION USE ONLY -.NOT TO BE USED AT POINT OF RETAIL SALE SHIPPING BRACKET' REMOVE PRIOR TO INSTALLATION (2 SCREWS) J 10-3/8-4 mm DRAIN CONNECTIONS ❑ FOR HORIZONTAL APPLICATIONS 4 VAPOR OPENING O LIQUID OPENING D ALL DIMENSIONS ARE IN INCHES. THEY ARE SUBJECT TO CHANGE WITHOUT NOTICE. CERTIFIED DIMENSIONS WILL BE PROVIDED UPON REQUEST. F I -1 �- 3/4 � F � <4-1/8 m� rK m X10-3/8 7-1/2 -TOP VIEW (ALL MODELS) A ®=DRAIN PAN FOOTPRINT MAX. FILTER LENGTH (21 INCHES) MAX. FILTER WIDTH (B MINUS 1-1/2 INCHES) 'I r C 2 B DRAIN CONNECTIONS FILTER FOR UPFLOW APPLICATIONS ACCESS BOTTOM VIEW MODEL F2RP/F3RP(T)/ F2FP/F3FP(T)/ DIMENSIONS WIRING K.O.S1 REFRIGERANT CONNECTIONS LINE SIZE F2RC/F2FC/ F2FV/F3FV(T) A B C E F J K VAPOR HEIGHT WIDTH DEPTH POWER CONTROL LIQUID 018 (RP/FP) 40-3/4 18 22 14-7/8 16-1/2 718(1/2) 1-3/8 (1) 7/8(1/2) 3/8 _ 5/8 024 40-3/4 18 14-7/8 16-1/2 5/8 030 40-3/4 18 14-7/8 16-112 3/4 036(RC) 40-3/4 1812-1/8 14-7/8 16-1/2 3/4 036(RP) 40-3/4 21-1/2 18 3/8 —To-- 3/4 D402 40-3/4 21-1/2 18-3/8 20 7/8 042 40-3/4 21-1/2 18-3/8 20 7/8, ' 0452 50-3/4 24 17-3/8 20-7/8 22-1/2 1/3/81) 7/8 1-23/32 (1-1/4) 7/8 048 (FP) 50-3/4 24 20-7/8 22-1/2 060 (FP) 50-3/4 24 20-7/8 22.1/2 7/8 0602 (FV) 50-3/4 24 20-7/8 22-1/2 7/8 2. Models only available with factory installed horizontal drain pan. 036-21110-002 Rev. C (1204) Physical and Electrical Data 1 9 018 024 i 036(RP/FP) 036(RC/FC) - Blower - Diameter Width 9x6 10x6 10x8 10x8 10x8 15 Motor TN MODEL F2RC/F2FC/F2RP/F3RP(T)/F2FP 018 024 030 036(RP/FP) 036(RC/FC) - Blower - Diameter Width 9x6 10x6 10x8 10x8 10x8 15 Motor TN 1/4 1/4 1/3 1/2 1/2 - minal RPM 1075 1075 1075 1075 1075 - Voltage 040H06 2.5 2.3 208/230 15 14 AMPS Full Load 1.6/1.4 1.6/1.4 2.5/2.2 1 3.3/2.9 3.3/2.9 - Locked Rotor 3/3/2.9 3.3/2.9 1 6.2/5.5 1 4.9 4.3 - Filter' Type 4.6 4.4 6.4 5.5 Disposable/Permanent 14 Size 16x20x1 16x20x1 16x20x1 20x20x1 16x20x1 -lPF601BK -lPF601BK - PermanmentType Kit lPF601BK lPF602BK lPF601BK Shipping/Operating Weight (Ibs.) - RP/FP 87/92 93/98 100/105 109/115 - - Shipping/Operating Weight (Ibs.) - RC/FC -- 90/95 90/95 -- 90/95 - MODEL F2RP/F3RP(T)/F2FP/F3FP(T)/F2FV/F3FV(T) 040 042 045710857 060 F(2,3)FV060 Blower- Diameter Width 10x8 10x8 10x10 11x10 11x10• Motor HP 1/3 3/4 1/3 3/4 1.0 Nominal RPM 1075 1130 925 1100 1200 Voltage 208/230 Amps Full Load 2.5/2.2 4.4/3.8 3.0/2.7 3.8/3.3 4.4/3.8 Locked Rotor 6.2/5.5 11.9/10.3 1 4.8/4.1 1 - Filter' Type Disposable/Permanent Size 16x20x1 20x20x1 22x20xl 22x20x1 22x20x1 22x20xl PermanmentType Kit lPF601BK 1PF602BK lPF603BK lPF603BK lPF603BK lPF603BK Shipping/Operating Weight (Ibs.) -RP/FP 115/121 115/121 144/150 142/148 149/155 160, Shipping/Operating Weight (Ibs.) - RC/FC _ - ELECTRICAL DATA - Coolina Only MODEL F2RP/F3RP(T)/F2FP/F3FP(T)/ F2RC/F2FC/F2FV/F3FV(T) TOTAL MOTOR AMPS 208V 240V MINIMUM CIRCUIT AMPACITY 268V 240V Max. O.C.P.r Amps/ Type . MINIMUM WIRE SIZE A.W.G 018 (N/H) 06 1.6 1.5 2.0 1.8 15 14 024 (N/H) 06 1.6 1.5 2.0 1.8 15 14 030(NIH) 06 2.5 2.3 3.2 2.8 15 14 036 (N,H) 06 3.3 3.0 4.2 3.7 15 14 040H06 2.5 2.3 3.2 2.8 15 14 042(N/H) 06 4.4 4.05.5 4.8 15 14 0451-106 3.1 2.6 3.9 3.4 15 14 048(NM) O6 3.9 3.5 4.9 4.3 15 14 060(N/H) 06 4.6 4.4 6.4 5.5 15 14 VARIABLE SPEED MODEL F(2,3)FV06H06 - - _ _ 15 14 ------ nM r% rypecircun urea Ker or Time Delay Fuse. f Unitary Products Group ' 1 y 9 • i 036-21110-002 Rev. C (1204) COIL TECHNICAL DATA AIR HANDLER APPLICATION MODEL REFRIG. CONN. TYPE STD. ORIFICE SIZE FACE AREA (SQ. FT.) DEEP FINS COIL ROWS PER SLABE SIZE INCH fl I W TUBE GEOMETRY A FIN. TYPE METERING DEVICE F2RP/FP018 A/C & HP Sweat 53 2.43 2 14 AIR HANDLER APPLICATION MODEL REFRIG. CONN. TYPE STD. ORIFICE SIZE FACE AREA (SQ. FT.) DEEP FINS COIL ROWS PER SLABE SIZE INCH fl I W TUBE GEOMETRY TUBE DIA. FIN. TYPE METERING DEVICE F2RP/FP018 A/C & HP Sweat 53 2.43 2 14 10 17.5 1x.886 3/8 Enhanced Orifice F2RC/FCO24 A/C 61 2.92 2 14 12 17.5 Orifice F2RP/FP024 A/C & HP 61 3.40 2 14 14 17.5 Orifice F3RP024 A/C & HP 61 3.40 2 14 14 17.5 TXV F2RC/FC030 A/C 65 2.92 2 14 12 17.5 Orifice F2RP/FP030 A/C & HIP 65 3.89 2 14 16 17.5 Orifice F3RP030 A/C & HIP 65 3.89 2 14 16 17.5 TXV F2RC/FC036 AC 73 3.89 2 14 16 17.5 Orifice F2RP/FP036 A/C & HIP , 75 3.40 3 12 14 17.5 Orifice F3RP036 A/C & HIP 75 3.40 3 12 14 17.5 TXV F2FP040 A/C & HIP 63 3.89 3 11 16 17.5 Orifice F3FP040 A/C & HIP 63 3.89 3 11 16 17.5 TXV F2RP/FP042 A/C & HIP 78 3.89 3 11 16 17.5 Orifice F3RP042 A/C & HIP 78 3.89 3 11 16 17.5 TXV F2FP045 A/C & HIP 78 5.83 3 12 24 17.5 Orifice F3FP045 A/C & HIP 78 5.83 3 12 24 17.5 TXV F2FP048 A/C & HIP 84 5.35 3 12 22 17.5 Orifice F3FP048 A/C & HIP -84 5.35 3 12 22 17.5 TXV F2FP060 A/C & HIP 90 5:83 3 12 24 17.5 Orifice F3FP060 A/C & HIP 90 5.83 3 12 24 17.5 TXV F2FV060 A/C & HIP 90 5.83 3 12 24 17.5 Orifice F3FV060 A/C & HIP 90 1 5.83 3 12 24 17.5 TXV Unitary Products Group 3