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Home My WebLink About2017-5022018-0322024 08/10/2018 10:02 AM Fee: $ 0.00 Page 1 of l Recorded in official Records county of Riverside Peter Aldana After Recording Assessor -County, Clerk -Recorder ` Return to: 'III NIM 10. City of Palm Springs PO Box 2743 Palm Springs, CA 92263 Attn: Dept cif Building & Safety (FOR RECORDERS USE ONLY . NOTICE OF VIOLATION OF PALM SPRINGS BUILDING CODE Notice is heroby given that improvements located on the property described as: Lot 9, BLK H MB 022/069 Tahquitz River Estates Assessor's Parcel Number 508-263-003 and commonly known as 979 San Lorenzo Road are in violation of the California Building Code by reason of: Expired permit number 2017-502, 2017-3905. Owner of Redord: Luxury Estates CA LLC Date: Angela LaFrance Building & Safety Supervisor CITY OF PALM SPRINGS An ary publicFor other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached. and not the truthfulness. accuracv. or validitv of that document. a k State of California ) County of Riverside On before 8�2E- .2di8 before m Nota Public, personally Date Nam and Title of Officer appeared Angela LaFrance who proved to me on the Name(s) of Signer(s) basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signatures on the instrument the person or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. f. WITNESS my hand and official seal KIMBERLY S. FLOYD Commission # 2127367 -d Notary Public - California = 2 � A Riverside County Signat a of Notary Public Comm. Expires Oct 17, 2019 778 After Recording Return to: City of Palm Springs PO Box 2743 Palm Springs, CA 92263 Attn: Dept of Buildinq & R RECORDERS USE ONL NOTICE OF VIOLATION OF PALM SPRINGS BUILDING CODE Notice is hereby given that improvements located on the property described as: Lot 9, BLK H MB 022/069 Tahquitz River Estates Assessor's Parcel Number 508-263-003 and commonly known as 979 San Lorenzo Road are in violation of the California Building Code by reason of: Expired permit number 2017-502, 2017-3905. Owner of Record: Luxury Estates CA LLC Date: Angela LaFrance Building & Safety Supervisor CITY OF PALM SPRINGS A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached. and not the truthfulness. accuracv. or validity of that document. State of California ) County of Riverside ) Can _ -2 =;2di8 before m h1 S 6 Notary Public, personally Date Nam and Title of Officer appeared Angela LaFrance who proved to me on the Name(s) of Signer(s) basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signatures on the instrument the person or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal KIMBERLY S. FLOYD t Commission # 2127367 Notary Public - California = Z y Riverside County Signat a of Notary Public M Comm. Expires Oct 17, 2019 ¢pt�, City of Palm Springs BUILDING PERMIT 00 Building Address: 979 E San Lorenzo Rd Date 05/04/2017 Case No. Permit Wes R. Submitted Technician Owner Luxury Estates CA LLC Contractor Eagle Construction Architect Engineer Lot # Block # 9 H Lot Size Address Phone 1642 Welbourn Cove EgdMmonton,AB CA TAc]"dress Phone Lie. Number 159 Oregon Trl 760 636 6740 783210 Palm Springs CA Address Phone Address Phone Tract Parcel Number TAHQRIVEREST 508-263-003 Zone Occupancy R-3 Residential, one -and two-family Building Sq. Ft. Garage/Carport Roofed Patio/Porch Remodeled Area Addition 942 0 0 0 Use of building Permit Type Const. Type Fixture Units sfd Single Family Dwelling Additions/Alterations VB Fire Sprinkler Units Valuation Permit Fees Paid Yes 0 50000.00 3267.53 Describe work in detail. Remodel existing dwelling to include structural modifications and addition of 942 sq ft Special Conditions: Smoke and Carbon Monoxide detectors to be installed per 2016 California Residential Code. DO NOT CONCEAL OR COVER ANY CONSTRUCTION UNTIL THE WORK IS INSPECTED IMPORTANT The issuance of this permit shall not be held to be an approval of the violation of any provisions of any city or county ordinance or state law. Inspections of work are subject to an approved set of plans being on the job. Changes to plans are not to be made without permission of the Building and Safety Divisions. The owner and/or contractor is responsible for establishing all property lines. All utilities must be underground. This permit will expire if work is not started in 180 days or if more than 180 days elapses between inspections. I certify that I am famili with all requirements of the City of Palm Springs as they apply to this permit and understand than qr�®jpjs completed prior to fin Inspection d that no certific 'on of occupancy will be issued until such time as these requirem §"a Mr V.*gMave read this applicatio nd s �j ation a and correct. pER_ CLOSED Val NNER/COI�t'rR CTO /AGENT DPf E ISSUED BY Finaled is is a buil ' g pekaA415en properly filled out, signed and validated, and is not transferable. PERMIT NUMBER 2017-1646 0, INSPECTION INFORMATION No work shall be concealed without a signature by the inspector. The approved plans and this card must always be available to the inspector. Preserve this record. Every permit issued shall become invalid after 180 days unless a required inspection has been approved. Furthermore, permits expire when more than 180 days has elapsed from the date of the last approved required inspection. CONSTRUCTION HOURS Weekdays 7am to 7pm Saturdays 8am to 5pm Sundays & Holidays Not Permitted JOB NOTES: SEWERSKETCH: JOB CARD Project address: 979 E San Lorenzo Rd Permit #: 2017-1646 Inspection hours 8AM - 4PM Monday - Thursday Inspection request line (760) 323-8243 Building Department (760) 323-8242 Building Department Fax (760) 322-8342 GENERAL BUILDING INSPECTIONS Temp Power Pole Setbacks Pad Certification Ground Plumbing DO NOT COVER UNTIL THE gOVE IS SIGNED Footings Q DO NOT ISOUR 06WRA19UNTILABOVEISSIGNED Sub Floor Roof Nail Outside Wrap DO NOT COVER UNTIL THE ABOVE IS SIGNED A.C./Htg Ducts Top -Out Plumbing Rough Electric Framing Rough Sprinklers DO NOT INSULATE UNTIL THE ABOVE IS SIGNED Insulation Drywall Lath Gas Pressure Sewer (Sketch on reverse side) Planning Release Fire Release Eng/Grade Encroach Final Electric A[,L Final Gas No Final c60 C/O Issued City of Palm Springs Department of Building & Safety 3200 East Tahquitz Canyon Way, Palm Springs CA 92262 PO Box 2743, Palm Springs CA 92263 Angela LaFrance Tel 760.322-8364 x8719 Fax 760.322-8342 P TDD 760.864.9527 E-mail: Angela.LaFrance@palmspringsca.gov www.palmspringsca.gov June 19, 2018: Luxury Estates 9642 Welbourn CV N.W. Edmonton, AB T6M 2M4 Canada RE: NOTICE �OF INTENTION TO RECORD NOTICE OF VIOLATION OF PALM SPRINGS BUILDING CODE at 979 San Lorenzo Road. A courtesy notice was sent to you on May 23, 2018 for an expired permit. Permits have not been renewed and proper inspections have not been done. Notice is hereby given that the City of Palm Springs intends to record a Notice of Violation of the Palm Springs Building Code with the office of the Recorder of the County of Riverside. If for any reason you believe this violation does not exist or that this violation will be corrected shortly, you should contact the undersigned immediately, but in no case later than 10 days from the date of this letter. Sincerely, ,4 z ova Angela LaFrance Building &Safety Supervisor of 7ALM r Ali RPORA7E0 CI t 1 FQ Ra�P May 23, 2018 Luxury Estates 1642 Welbourn CV N.W. Edmonton, AB T6M 2M4 Canada Re: Job Site Address Permit Number(s) City oPalm f Springs Department of Building & Safety 3200 Fast Tahquitz Canyon Way • Palm Springs CA 92262 Tel 760.323-8242 • Fax 760.322.8342 • www.palmspringsca.gov 979 San Lorenzo Road 2017-1646 and 2017-502. This letter is to notify you that your building permit has expired by time limitation. 180 days between inspections is the maximum time allowed by City and State codes for a permit to remain active. In order to avoid uncompleted projects and files closed without inspections, your help in clearing up this matter within the specified time frame is greatly appreciated. Uncompleted projects or projects completed without required inspections will have a Notice of Code Violation filed with the County Recorder's office. Please contact me at the phone number below or at Angela.LaFrance@palmspringsca.gov, if you have any questions on how to renew your permit. Office hours are Monday through Thursday from 8:00 a.m. to 6:00 p.m. A voice mail message may be left if I am away from my desk. Please leave your name and phone number for a return phone call. Please contact me no later than June 11, 2018 to avoid further action. Respectfully, Angela LaFrance, Building and Safety Supervisor 760-323-8242 Ext. 8719 City of Palm Springs Department of Building Et Safety 3200 East Tahquitz Canyon Way, Palm Springs CA 92262 Pp Box 2743, Palm Springs CA 92263 Tel 760.323-8242 0 Fax 760.322.8342 www.palmspringsca.gov May 24, 2018 Southern California Edison Company 36-100 Cathedral Canyon Drive Cathedral City, CA 92234 Re: Electrical service at 979 E San Lorenzo Road, Palm Springs (AL) To Whom it May Concern: Please arrange to de -energize the main electric service at the address above. It is the opinion of the Palm Springs Department of Building and Safety that this is necessary to mitigate an electrical hazard on site and that failure to disconnect electrical services would result in the continuation of said hazard. One or more of the following conditions exist on site: {x} Violation of Chapter 3, Section 302-16 of the Uniform Code of Abatement of Dangerous Buildings, 1997 Edition. {x} Violation of Chapter 7, Section 701.2 of the Uniform Housing Code, 1997 Edition. {x} Violation of Chapter 10, Section 1001.2 #13 of the Uniform Housing Code, 1997 Edition. {x} Violation of Chapter 10, Section 1001.5 of the Uniform Housing Code, 1997 Edition. Specific findings on -site: Exposed conductors on site subject to human contact could result in death or injury. The Department of Building and Safety will authorize restoration of service following correction of these deficiencies. Sincerely, a An al LaFrance g Building & Safety Supervisor AL: d1b ?"`MSA� City of Palm Springs V1 Department of Building Et Safety * 3200 East Tahquitz Canyon Way, Palm Springs CA 92262 * 'It IFAlt �PO Box 2743, Palm Springs CA 92263 Tel 760.323-8242 ■ Fax 760.322.8342 wvvw. paimspri ngsca. g ov May 24, 2018 The Gas Company — Call Center Attn: Supervisor P.O. Box 3003 Redlands, CA 92373 Re: Gas Service at 979 E San Lorenzo Rd, Palm Springs (AL) Please Arrange to disconnect the gas service at the address above. This action is necessary due to hazardous conditions on -site. The Building Department will authorize restoration of service following correction of the hazardous conditions. Sincerely, r � - Angela LaFrance Building & Safety Supervisor AL: dlb �DY PALM A�, U cCn 0 OORAI EO Cq[ r Fp ItN`P August 7, 2017 Jesse Jay Bird Desert Bird Development Dbdl20l5@gmail.com City of Palm Springs Department of Building & Safety 3200 East Tahquitz Canyon Way, Palm Springs CA 92262 PO Box 2743, Palm Springs CA 92263 Tel 760.323-8242 • Fax 760.322.8360 • TDD 760.864.9527 www.palmspringsca.gov Re: Permit # 2017-502, 979 East San Lorenzo Dear Jesse: I am in receipt of your letter requesting an extension of the above referenced permit(s). In accordance with the Palm Springs Administrative Building Code, Section 105.5.1, Expiration, the building official is authorized to grant a onetime permit extension for a permit not to exceed 180 days. The extension shall be in writing and justifiable cause demonstrated. Your new expiration date is 02/1312018. Please arrange for your next inspection prior to that date. Sincerely, A41� tA fug Angela La France Building & Safety Supervisor Angela LaFrance From: Desert Bird Development <dbdl20l5@gmail.com> Sent: Monday, August 07, 201712:10 PM To: Angela LaFrance Subject: Good afternoon Angela Good afternoon I First property is 979 East San Lorenzo Palm Springs California we would like to formally request a first-time extension on the kitchen and bath remodel permit which would expire today. If we're able to fix that are truly appreciated thank you. Second request is regarding 295 East Palo Verde Palm Springs California this is regarding plan check for the Casita which has been accepted through S Gila. But apparently John and Zoning is backlogged pretty well and is not set on the Q until the 1 Oth hoping we could speed that along since we are now going into our third week first initial submittal was on the 17th of last month. Thank you very much for your consideration I appreciate it. Jesse Jay Bird Desert Bird Development 442 274 6620 0 City of Palm Springs 3200 East Tahquitz Canyon Way Palm Springs, CA 92262 rao Phone: Bldg: 760-323-8242 Eng: 760-3 Fax: See Below ACCOUNT: Eagle Construction 159 Oregon Trl Palm Springs CA 92262 Phone: 760 636 6740 Paid Rece t Summary Page 1 of 1 I DATE 1 10/2/2017 1 PERMIT NUMBER 1 2017-1646 979 E San Lorenzo Rd LOT 9 BLK H MB 022/069 TAHQUITZ RIVER ESTATE'S Palm Springs, CA 92264 Date Reference Number Invoice Number FeeCat Description Status Amount 10/2/2017 2017-1646 17-4024 001-31601 Construction Tax by SQFT (N/A if valuation Paid (-) 376.80 <$3500) 10/2/2017 2017-1646 17-4024 001-32201 SINGLE FAMILYADDITION FEE Paid (-) 711.98 10/2/2017 2017-1646 17-4024 001-32201 SINGLE FAMILY REMODEL FEES (KITCHEN& Paid (-) 1376.07 BATH) 10/2/2017 2017-1646 17-4024 001-32204 PERMITPROCESSINGFEE Paid (-) 36.04 10/2/2017 2017-1646 17-4024 001-32219 S.B. 1473 Paid (-) 3.00 10/2/2017 2017-1646 17-4024 001-34210 Fire Dept. Plan Check Paid (-) 166.00 10/2/2017 2017-1646 17-4024 001-34301 Plan Check Fee Paid (-)-293.00 10/2/2017 2017-1646 17-4024 001-34301 Plan Check Fee Paid (-) 731.00 10/2/2017 2017-1646 17-4024 001-34308 Microfilm Paid (-) 28.14 10/2/2017 2017-1646 17-4024 001-37111 SMIP1 Paid (-) 6.50 10/2/2017 2017-1646 17-4024 261-32214 Engineering Technology Fee Paid (-) 46.00 10/2/2017 2017-1646 17-4024 261-32214 Technology Fee Paid (-) 79.00 Date InvoiceNum Status Payment Amount 10/2/2017 17-4024 Paid 9/28/2017 17-4024 OriginalDue Check 1025 (-) 3267.53 3267.53 Total Paid 3,267.53 Building Fax #: 760-322-8342 Engineering Fax #: 760-322-8325 4 A' • A R C H 1 T E C T 1177 Idaho *et, Suite 200A, Redlands, CA 92374 (909) 307-0146 BY: DATE: 0--- 11 SUBJECT:_ OCCUPANCY TYPE: RISK CLASSIFICATION: LOADS: ROOF DL ROOFING SHT'G FRAMING INSUL. CEILING MISC. TDL LL TL LIVE/SNOW LOAD FLOOR DL TDL LL TL Voor 15,p PSF etc P..5 1,0 300 2.5 r0PSF zD 110 3 0,0 PSF BASE: ADJUSTMENT: FLOOR'G SHT'G FRAMING INSUL. CEILING MISC. PSF PSF PSF Q 'e 4- N o ?!> DPSF 'Z.O f.6 11.0 Z6 ,Z QPSF !Z%O A,C,&PSF PSF PSF PSF PSF PSF PSF PSF PSF PSF MU S'P282 1 �11 CITY v PALM 6H,, NC S i.?Ep- F f3r3(-hiI- I N G &'SAPIP7 l© r2(o i. MAIUTAL SPECIFICATIONS (APPLIED AS REQUIRED FOR EACH PROJECT) CONCRETE: 2500 PSI @ 28 DAYS (EXCEPT AS NOTED) ASTM A - 615 GRADE 60 ASTM C - 90, TYPE N, F'm = 1500 PSI STEEL: A - 929 GRADE 50 PIPE COLUMNS: A - 53, GRADE B HSS (TLTI$E): A - 500 BOLTS: A - 307 (EXCEPT AS NOTED) FRAMING: STUDS AND PLATES NO.2 WCDF 2X'' HORIZONTAL FRAMING NO.2 WCDF 4X OR LARGER BEAMS, HEADERS, ETC NO. 1 WCDF GLUE LAMINATED BEAMS 24F COMBINATION V4 I JOISTS TRUSJOIST GRADE AS SPEC'D PARALLAMS TRUSJOIST 2.0E PSL TRUSSES. TRUSSES SHALL BE DESIGNED BY THE TRUSS MANUFACTURER. PROVIDE THE TRUSS LAYOUTS AND CALCULATIONS TO THE ARCHITECT AND BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO THE START OF CONSTRUCTION AND ORDERING OF THE TRUSSES FOR FABRICATION t ` • • C20)44 40 4-0 ky, a 4,d . U6t, A retl 010` 4 Ro Per 010,,32v Cap tic. -m, � � ,�j r-+ R,►..� . � IQ '7 Lc _ 7(2a� :--7 14C) ) : 16 . S : /7,Cl6�* .4 Tcr hr t("7/6 4-) 0 PASSED "FORTE' MEMBER T Level, RR-1 1 piece(s 6" T]I@ 210 @ 16" OC Overall Length: 25' 7' 0 0 0 AII locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. Member Reaction (Ibs) Shear (Ibs) 597 @ 2 1/2" 1777 3%) 1.0 D + 1.0 Lr (All Spans) 1.25 583 @ 3 1/2" 1%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-Ibs) 3695 @ 12' 9 1/2" 8%) 1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (In) 0.411 @ 12' 9 1/2" /735) j.0 D + 1.0 U (All Spans) Total Load Defl. (in) • 1Mflxti— rraori.- I I 0.719 @ 12' 9 1/2" T r 1.258 1 Passed (L/420) - 1.0 D + 1.0 Lr (All Spans) Top Edge Bracing (Lu): TOP compression edge must be braced at 4' 6" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be traced at 25' 7" o/c unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. 1 -Uniform (PSF) 0 to 25' 7" 11 16" 15.0 20.0 Roof Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser e)pressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design Professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Accessories (Rico Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-11S3 and ESR-1387 and/or tested in accordance with ap plicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, Input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes STEVEN MURRAY SPM ARCHITECT (909)884-7660 spm arch007@gm aii.com System : Roof Member Type : joist Building Use : Residential Building Code : IBC 2015 Design Methodology: ASD Member Pitch: 0/12 l SUSTAINABLE FORESTRY INITIATIVE 7/8/2017 2:31:36 PM Fate v5.3, Design Engine: V7.0.0.5 Page 1 of 1 .� FAO R T E 3 MEMBER R T Level, RR-1 ALT CANT. • PASSED 1 piece(S 6" T3I@ 230 @ 24" OC Overall Length: W 7" J> o All locations are measured*m the outside face of left support (or left cantilever end).Aii dimensions are horizontal. Member Reaction (lbs) ai 871 @ 2 1/2" 1856 (3.50") Passed (47%) 11.25 11.0 D + 1.0 Lr (Alt Spans) Shear (Ibs) 889 @ 25' 2738 Passed (32%) 1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-Ibs) 5244 @ 12' 5 3/8" 7138 Passed (73%) 1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in) -0.308 @ 30' 7" 0.343 Passed (2L/402) -- 1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in) • Deflecti 0.511 @ 30' 7" 0.515 Passed (2L/242) -- 1A D + 1.0 Lr (Alt Spans) feria on . LL (L/3fi0) and TL (L/240). Overhang deflection afberia LL (21.1360) and TL (2L/240). Top Edge Bracing (Lu): Topicompresslon edge must be braced at 4' 4" o/c unless detailed otherwise. Bottom Edge Bracing (W): I�ofODm compression edge must be braced at 9' 7" o/c unless detailed otherwise. Upward deflection on right cIsnt lever exceeds 0.4". Permanent bracing at third pqpoiInts in the back span or a direct applied ceiling over the entire back span length is required at the right end of the member. See literature detail (PB1) for clajiRcation. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Weyerhaeuser warrants that the Weyerhaeuser expressly disciain professional as determined by fh compatible with the overall pro* Weyerhaeuser facilities are third under technical reports ESR-115, Weyerhaeuser product literature The product application, input da zing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. any other warranties related to the software. Use of this software Is not Intended to circumvent the need for a design authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is Accessories (Rlm Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at arty certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, id installation details refer to www.weyerhaeusev.com/woodproductstdocumenMitxary. loads, dimensions and support Information have been provided by Forte software Operator Forte Software Operator Job Notes STEVEN MURRAY SPM ARCHITECT (909) 884-7660 spmarch007@gm a iI-com System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2015 Design Methodology: ASD Member Pitch: 0/12 tI� SUSTAINABLE FORESTRY INITIATIVE 7/8/2017 2:35:08 PM Forte v5.3, Design Engine: V7.0.0.5 Page 1 of 1 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 on: FRAMING 1 • Project Title: MODEL&ADDITION Engineer: Project ID: Project Descr:RT BIRD DEVELOPMENT J9 W Size: 2x8, Sawn, Fully Braced Using Allowable Stress Design with IBC 2015 Load Combinations Major Axis Bendin Wood Species : Douglas Fir- Larch 9 Wood Grade: No.2 Fb - Tension Fb - Compr 900.0 psi Fc - PHI 1,350.0 psi 900.0 psi Fc - Perp 625.0 psi Fv 180.0 psi Ebend- xx 1,600.0 ksi Density Ft 575.0 psi Eminbend - xx 580.0 ksi 31.20 pcf Applied Loads Unif Load: D = 0}030, Lr = 0.040 k/ft, Trib= 1.0 ft Design Summary Max fb/Fb Ratio fb : Actual : =! 0.741 • 1 1,150.63 psi at 6.000 ft in Span # 1 D 0.030 Lr 0.040 Fb : Allowable: 1,552.50 psi F�i12.0 Load Comb: +D+Lr+H Max fv/FvRatio = 0.232 : 1 fv : Actual : 52.14 psi at 11.400 ft in Span # 1 ft, 2x8 Fv: Allowable: 225.00 psi Load Comb: +D+Lr+H Max a ections Max Reactions (k) Left Support D L !Jr S 111 E 0.18 0.24 H Downward L+Lr+S 0.246 in Downward Total 0.431 in Right Support 0.18 0.24 Upward L+Lr+S 0.000 in Upward Total Live Load Defl Ratio 584 >360 Total Defl Ratio 0.000 in 334 >240 ALT Ist:AM size: 2x8, Sawn, Fully Unbraced Using Allowable Stress Design with IBC 2015 Load Combinations, Major Axis Bending Wood Species : Douglas Fir- Larch Wood Grade: No.2 Fb - Tension 900.0 psi Fc - Prll 1,350.0 psi Fv 180.0 psi Ebend- xx 1,600.0 ksi Density 31.20 pcf Fb-Compr 900.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - xx 580.0 ksi Applied Loads Unif Load: D = 0.030, Lr = 0.040 k/ft, Trib= 1.0 ft Unif Load: D = 0.0140 k/ft, 12.0 to 15.0 ft, Trib= 1.0 ft Design Summary Max fb/Fb Ratio = 0.634.1 1 fb : Actual : 984.48 psi at 5.520 ft in Span # 1 Fb : Allowable: 1,552.50 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.251 :1 fv : Actual: 56.48 psi at 11.400 ft in Span # 1 Fv: Allowable: 225.00 psi Load Comb: +D+Lr+H Max Reactions (k) D L Lr S W E Left Su 0. Right Support 3 0.38 FASCIA.... D 0.030 L O.D40 D 0.0140 12.0 ft 3.0 ft, 2x8 Max De ections H Downward L+Lr+S 0.210 in Downward Total 0.355 in Upward L+Lr+S -0.138 in Upward Total -0.221 in Live Load Defl Ratio 522 >360 Total Defl Ratio 326 >240 rscHrvi �¢e : zxiu� Sawn, Fully Unbraced Using Allowable Stress Design with IBC 2015 Load Combinations, Major Axis Bending Wood Species : Douglas Fir - Larch Wood Grade: No.2 Fb - Tension 900.0 psi Fc - Prll 1,350.0 psi Fv 180.0 psi Ebend- xx Fb - Compr 900.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - xx Applied Loads Unif Load: D = 0.0440, Lr = 0.040 k/ft, Trib= 1.0 ft Design Summary Max fb/Fb Ratio = 0.933. 1 fb : Actual : 1,154.52 psi at 7.000 ft in Span # 1 Fb : Allowable: 1„ 237.50 psi Load Comb: #D+Lr+H Max fv/FvRatio = 0.252 : 1 fv : Actual : 56.79 psi at 13.253 ft in Span # 1 Fv : Allowable: 225.00 psi Load Comb: +D+Lr+H. Max Reactions (k) P L Lr S W E Left Support 0.31 0.28 Right Support 0.31 0.28 1,600.0 ksi Density 31.20 pof 580.0 ksi D D.0440 Lr 0.040 14.0ft. 2x10 H Downward L+Lr+S 0.220 in Downward Total 0.461 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 765 >360 Total Defl Ratio 364 >240 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 • Project Title: ODEL & ADDITION Engineer: Project ID: Project Descr: RT BIRD DEVELOPMENT 100 I� r Printed: 29 MAY 2017, 12:12PM t=Am bize : 4X12, Sawn, Fully Unbraced " Using Load Resistance Factor Design with IBC 2015 Load Combinations, Major Axis Bending Wood Species : Douglas Fir - Larch Wood Grade: No.1 Fb - Tension 1000 psi Fc - Prll 1500 psi Fv 180 psi Ebend- xx 1700 ksi Density 31.2 pcf Fb - Compr 1000 psi Fc - Perp 625 psi Ft 675 psi Eminbend - xx 620 ksi Applied Loads Point: D = 1.080, Lr = 1.440 k @ 5.660 ft Design Summary Max fb/Fb Ratio 0.929 : 1 fb : Actual : 2,207.94 psi at 5.667 ft in Span # 1 Fb : Allowable: 2,376.00 psi Load Comb: +1.20D+1.60Lr+0.50L+1.60H Max fv/FvRatio = 0.235 : 1 fv : Actual : 91.48 psi at 0.000 ft in Span # 1 Fv : Allowable: 388.80 psi Load Comb: +1.20D+1.60Lr+0.50L+1.60H Max Reactions (k) D L Lr S W E Left Support Q.72 0.96 Right Support .36 0.48 BEAM Size: 5.26x18.0, Parallam PSL, Fully Unbrac Using Load Resistance Factor Design with IBC Wood Species : Trus Joist Fb - Tension 2,900.0 psi Fc - Pril 2,900.0 psi Fb - Compr 2,900.0 psi Fc - Perp 750.0 psi Applied Loads Unif Load: D = 0.4050, Lr = 0.480 k/ft, Thb= 1.0 ft Design Summary Max fb/Fb Ratio = 0.561 :1 fb : Actual : Fb: Allowable: 3358.93 psi at 11.250 ft in Span # 1 5:988.33 psi Load Comb: +1.20D+1.60Lr+0.50L+1.60H Max fv/FvRatio = 0.312 : 1 fv : Actual : Fv: Allowable: 195.56 psi at 21.075 ft in Span # 1 626.40 psi Load Comb: +1.20D+1.60Lr+0.50L+1.60H Max Reactions (k) 4 L Lr S w E Left Support 4.56 5.40 Right Support 4.06 5.40 17.0 ft, 4x12 H Downward L+Lr+S 0.312 in Downward Total 0.546 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 654 >360 Total Defl Ratio 373 >240 )15 Load Combinations, Major Axis Bending Wood Grade: Parallam PSL 2.0E Fv 290.0 psi Ebend- xx 2,000.0 ksi Density 45.050 pcf Ft 2,025.0 psi Eminbend - xx 1,016.54 ksi D 0.4050 L 0.480 22.5011, 5.25x18.0 H Downward L+Lr+S 0.545 in Downward Total 1.005 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 495 >360 Total Defl Ratio 268 >240 BEAM Size: 3.5x 6.0, Parallarn PSL, Fully Unbraced Using Load Resistance Factor Design with IBC 2015 Load Combinations, Major Axis Bending Wood Species: Trus Joist Wood Grade: Parallam PSL 2.0E Fb - Tension 2i900.0 psi Fc - Prtl 2,900.0 psi Fv 290.0 psi Ebend- xx 2,000.0 ksi Density 45.050 pcf Fb - Compr 2!900.0 psi Fc - Perp 750.0 psi Ft 2,025.0 psi Eminbend - xx 1,016.54 ksi Applied Loads Unif Load: D = 0.030, Lr = 0.040 k/ft, Tdb= 1.0 It Unif Load: D = 0.060, Lr = 0.080 k/ft, 8.0 to 17.0 ft, Trib= 1.0 ft Point: D = 0.770, Lr = 0.960 k @ 8.0 ft Point: D = 0.770, Lr = 0.960 k @ 17.0 It Design Summary Max fb/Fb Ratio = 0.486. 1 0„ fb : Actual : 950.51 psi at 12.500 ft in Span # 1 ` Fb : Allowable: 6,067.13 psi Load Comb: +1.20D+1.60Lr+0.50L+1.60H Max fv/FvRatio = 0.192 : 1 fv : Actual : 120.13 psi at 23.750 ft in Span # 1 Fv : Allowable: 626.40 psi Load Comb: +1.20D+1.60Lr+0,50L+1.60H Max Reactions (k) D L Lr S W E H Left Support 1.4 1.82 Right Support 1.4 1.82 25.0 ft, 3.5x16.0 Downward L+Lr+S 0.685 in Downward Total 1.218 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 438 >360 Total Defl Ratio 246 >240 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 • Project Title: ODEL & ADDITION Engineer: Project ID: Project Descr: RT BIRD DEVELOPMENT 11 or Printed: 29 MAY 2017, 12:12PM BEAM Size : 5. 5x16.0, Parallam PSL, Fully Unbraced Using Load Resistance Factor Design with IBC 2015 Load Combinations, Major Axis Bending Wood Species: Tn1s Joist Wood Grade: Parallam PSL 2.0E Fb - Tension 2,900.0 psi Fc - PHI 2,900.0 psi Fv 290.0 psi Ebend- xx 2,000.0 ksi Density 45.050 pcf Fb - Compr 2,900.0 psi Fc - Perp 750.0 psi Ft 2,025.0 psi Eminbend - xx 1,016.54 ksi Applied Loads Unif Load: D = 0M0, Lr = 0.060 k/ft; Trib= 1.0 ft Point: D = 4.5601 Lr = 5.40 k @ 7.50 ft Design Summary Max fb/Fb Ratio = 0.680; 1 fb : Actual : 4,124.27 psi at 7.517 ft in Span # 1 Fb: Allowable: 6,067.13 psi Load Comb: +1.20D+1.60Lr+0.50L+1.60H Max fv/FvRatio = 0.307 : 1 fv : Actual: 192.41 psi at 0.000 it in Span # 1 Fv : Allowable: 626.40 psi Load Comb: +1.20D+1.60Lr+0.50L+1.60H Max Reactions (k) D L Lr S W E Left Support 1.81 4.04 Right Support Z59 2.59 D 0.090 Lr 0.060 20.50 ft, 5.25A 6.0 H Downward L+Lr+S 0.493 in Downward Total 0.953 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 498 >360 Total Defl Ratio 258 >240 BLAM Size: 4x Sawn, Fully Unbraced Usii19 Load Resistance Factor Design with IBC 2015 Load Combinations, Major Axis Bending Wood Species : Douglas Fir -Larch Wood Grade: No.1 Fb - Tension 1,000.0 psi Fc - PHI 1,500.0 psi Fv 180.0 psi Ebend- xx 1,700.0 ksi Density 31.20 pcf Fb - Compr 1,000.0 psi Fc - Perp 625.0 psi Ft 675.0 psi Eminbend - xx 620.0 ksi Applied Loads Unif Load: D = 0.030, Lr = 0.040 k/ft, Trib= 1.0 ft Unif Load: D = 0.Q140 k/ft, 10.0 to 13.0 ft, Trib= 1.0 It Point: D = 0.3080 Lr = 0.280 k @ 13.0 It Design Summary Max fb/Fb Ratio = 0.415.1 fb : Actual : 1,165.63 psi at 10.000 it in Span # 1 Fb: Allowable: 2,808.00 psi Load Comb: +1.20D+1.6OLr+0.50L+1.60H Max fv/FvRatio = 0.167 : 1 fv : Actual : 64.90 psi at 10.000 it in Span # 1 Fv: Allowable: 388.80 psi Load Comb: +1.20D+1.60Lr+0.50L+1.60H Max Reactions (k) Q L Lr S w E Left Support 0.04 0.10 Right Support 0.70 0.70 �os�tdeam Dss In ,` HDR-1 Fi Downward L+Lr+S Upward L+Lr+S Live Load Defl Ratio 0.074 in -0.017 in 970 >360 Downward Total Upward Total Total Defl Ratio 0.172 in -0.049 in 418 >240 Using] Load Resistance Factor Design with IBC 2015 Load Combinations, Major Axis Bending Wood Species : Doug s Fir - Larch Wood Grade: No.2 Fb - Tension 00.0 psi Fc - PHI 1,350.0 psi Fv 180.0 psi Ebend- xx 1,600.0 ksi Density 31.20 pcf Fb - Compr 00.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - xx 580.0 ksi Applied toads Unif Load: D = 0.4$0, Lr = 0.480 k/ft, Trib= 1.0 ft Design Summary Max fb/Fb Ratio = 0.396. 1 fb : Actual : Fb : Allowable: 1,000.69 psi at 1.500 ft in Span # 1 2,527.20 psi Load Comb: +1.20D+1.60Lr+0.50L+1.60H Max fv/FvRatio = 0.275 : 1 fv : Actual : Fv: Allowable: 107.02 psi at 2.550 It in Span # 1 388.80 psi Load Comb: +1.20D+1.60Lr+0.50L+1.60H Max Reactions (k) D L Lr S w E Left Support 0.68 0.72 Right Support 0.68 0.72 H Downward L+Lr+S 0.011 in Downward Total 0.022 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 3178 >360 Total Defl Ratio 1640 >240 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 • Project Title: FJ&ODEL & ADDITION Engineer: Project ID: Project Descr: WRT BIRD DEVELOPMENT I 01 Printed: 29 MAY 2017, 12:12PM Using Load Resistance Factor Design with IBC 2015 Load Combinations, Major Axis Bending Wood Species : Douglas Fir - Larch Wood Grade: No.2 Fb - Tension 900.0 psi Fc - Prll 1,350.0 psi Fv 180.0 psi Ebend- xx 1,600.0 ksi Density 31.20 pcf Fb - Compr 900.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - xx 580.0 ksi Applied Loads Unif Load: D = d.1650, Lr = 0.220 k/ft, Trib= 1.0 ft Design Summary Max fb/Fb Ratio 0.526: 1 fb : Actual : Fb : Allowable: 1,328.21 psi at 2.665 It in Span # 1 1 2,527.20 psi Load Comb: +1.20D+1.60Lr+0.50L+1.60H Max fv/FvRatio = 0.245 : 1 fv : Actual : 95.18 psi at 4.886 ft in Span # 1 Fv : Allowable: 388.80 psi Load Comb: +1.20D+1.60Lr+0.50L+1.60H Max Reactions (k) D L Lr 3 W E Left Support 0.44 0.59 Right Support 0.44 0.59 D O.1650 1-0.220 5.330 it, 4x6 H Downward L+Lr+S 0.052 in Downward Total 0.091 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 1236 >360 Total Defl Ratio 706 >240 -Y BEAM Size: 6x , Sawn, Fully Unbraced Usi g Load Resistance Factor Design with IBC 2015 Load Combinations, Major Axis Bending Wood Species: Do las Fir - Larch Wood Grade: No.2 Fb - Tension 875 psi Fc - PHI 600 psi Fv 170 psi Ebend- xx 1300 ksi Density Fb - Compr 875 psi Fc - Perp 625 psi Ft 425 psi Eminbend - xx 470 ksi Applied Loads Unif Load: D = 0.2330, Lr = 0.310 k/ft, Trib= 1.0 ft Design Summary Max fb/Fb Ratio = 0.828. 1 fb : Actual : Fb: Allowable: 1565.62 psi at 4.165 ft in Span # 1 1:890.00 psi Load Comb: +1.20D+1.60Lr+0.50L+1.60H Max fv/FvRatio = 0.273 : 1 fv : Actual : Fv: Allowable: 100.24 psi at 7.719 It in Span # 1 367.20 psi Load Comb: +1.20D+1.60Lr+0.50L+1.60H Max Reactions (k) L Lr S W E Left Support 0.97 1.29 Right Support 0.07 1.29 D 0.2330 Lr 0.310 WM 8.330 ft, 6x8 31.2 pcf H Downward L+Lr+S 0.134 in Downward Total 0.235 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 744 >360 Total Defl Ratio 424 >240 BEAM Size: W,Sawn, Fully Unbraced UsingLoad Resistance Factor Design with IBC 2015 Load Combinations, Major Axis Bending Wood Species : Dougas Fir - Larch Wood Grade: No.2 Fb - Tension 900.0 psi Fc - Prll 1,350.0 psi Fv 180.0 psi Ebend- xx 1,600.0 ksi Density 31.20 pcf Fb - Compr 900.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - xx 580.0 ksi Applied toads Unif Load: D = 0.1050, Lr = 0.140 k/ft, Trib= 1.0 ft Design Summary Max fb/Fb Ratio = 0.472. 1 fb : Actual : Fb ; Allowable: 1,192.13 psi at 3.165 ft in Span # 1 2,527.20 psi Load Comb: +1.20D+1.60Lr+0.50L+1.60H Max fv/FvRatio = 0.191 : 1 fv : Actual : F 74.23 psi at 5.887 ft in Span # 1 v .Allowable . 388.80 psi Load Comb: +1.20D+1.60Lr+0.50L+1.60H Max Reactions (k) D L Lr S W E H Left Support 0.33 0.44 Right Support 0.33 0.44 D 0.1050 Lr 0.140 6.330 ft, 06 Downward L+Lr+S 0.065 in Downward Total 0.115 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 1159 >360 Total Defl Ratio 662 >240 Title Block Line 1 You can change this area • using the "Settings" imenu item and then using the "Frinting & Title Block" selection: Title Block Line 6 n : FRAMING 2 Project Title: ODEL & ADDITION Engineer: Project ID: Project Descr: IORT BIRD DEVELOPMENT Printed: 29 MAY 2017, 12:16PM titAM size: 6x6, Sawn, Fully Braced Using Allowable Stress Design with IBC 2015 Load Combinations, Major Axis Bending Wood Species : Douglas Fir - Larch Wood Grade: No.2 Fb - Tension 875 psi Fc - Pril 600 psi Fv 170 psi Ebend- xx 1300 ksi Density 31.2 pcf Fb - Compr 875 psi Fc - Perp 625 psi Ft 425 psi Eminbend - xx 470 ksi Applied Loads Unif Load: D = 0.1050, Lr = 0.060 k/ft, Trib= 1.0 ft Design Summary Max fb/Fb Ratio � 0.327. 1 fb : Actual : 357.64 psi at 3.165 ft in Span # 1 Fb : Allowable: 1,093.75 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.105 : 1 fv: Actual : 22.27 psi at 5.887 ft in Span # 1 Fv : Allowable: 212.50 psi Load Comb: +D+Lr+H Max Reactions (k) D L Lr $ W E Left Support 0.33 0.19 Right Support 0.33 0.19 tstAm 51ze : 5.25xl1.875, Parallam PSL, Fully Bra Using Allowable Stress Design with IBC 2015 Wood Species: Trus Joist Fb - Tension 2,900.0 psi Fc - Prll 2,900.0 psi Fb - Compr 2,900.0 psi Fc - Perp 750.0 psi Applied Loads Unif Load: D = 0.3230, Lr = 0.350 k/ft, Trib= 1.0 ft Design Summary Max fb/Fb Ratio = 0.602. 1 fb : Actual : 2,181.74 psi at 8.165 ft in Span # 1 Fb: Allowable: 3,625.00 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.321 : 1 fv : Actual : 116.35 psi at 0.000 ft in Span # 1 Fv: Allowable: 362.50 psi Load Comb: +D+Lr+H Max Reactions (k) Q L Lr S W E Left Support 2.64 2.86 Right Support 2.64 2.86 0.1050 Lr 0.060 6.330 ft, 6x6 Fi Downward L+Lr+S 0.022 in Downward Total 0.060 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 3455 >360 Total Defl Ratio 1256 >240 3d Combinations, Major Axis Bending Wood Grade: Parallam PSL 2.0E Fv 290.0 psi Ebend- xx 2,000.0 ksi Density 45.050 pcf Ft 2,025.0 psi Eminbend-xx 1,016.54 ksi D 0.3230 0.350 16.330 ft, 5.25x11.875 ! Downward L+Lr+S 0.384 in Downward Total 0.739 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 510 >360 Total Defl Ratio 265 >240 •y, F #s HDR 7 BEAM Size: 6x6,,Sawn, Fully Braced Using Allowable Stress Design with IBC 2015 Load Combinations, Major Axis Bending Wood Species: Douglas Fir - Larch Wood Grade: No.2 Fb - Tension 875 psi Fc - PHI 600 psi Fv 170 psi Ebend- xx 1300 ksi Density 31.2 pcf Fb - Compr 875 psi Fc - Perp 625 psi Ft 425 psi Eminbend - xx 470 ksi Applied Loads Unif Load: D = 0.3230, Lr = 0.350 k/ft, Trib= 1.0 ft Design Summary Max fb/Fb Ratio = 0.300 : 1 fb : Actual : 327.65 psi at 1.500 ft in Span # 1 Fb: Allowable: 1,093.75 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.165 : 1 fv : Actual: 35.04 psi at 2.550 ft in Span # 1 Fv : Allowable: 212.50 psi Load Comb: +D+Lr+H Max Reactions (k) D L Lr S W E Left Support 0.48 0.53 Right Support 0.48 0.53 D 00 .3230 Lr 0.350 3.0 ft. 64 Fi Downward L+Lr+S 0.006 in Downward Total 0.012 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 5565 >360 Total Defl Ratio 2894 >240 I itle Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: WIT DEL & ADDITION Engineer: Project ID: Project Descr: BIRD DEVELOPMENT t f, f tstAM Size: 6x8, Sawn, Fully Braced Using Allowable Stress Design with IBC 2015 Load Combinations, Major Axis Bending Wood Species : Douglas Fir- Larch Wood Grade: No.2 Fb - Tension 875 psi Fc - Prll 600 psi Fv 170 psi Ebend- xx Fb - Compr 875 psi Fc - Perp 625 psi Ft 425 psi Eminbend - xx Applied Loads Unif Load: D = 0.3230, Lr = 0.350 k/ft, Trib= 1.0 ft Design Summary Max fb/Fb Ratio = 0.717. 1 fb :Actual : Fb: Allowable: 784.48 psi at 3.165 ft in Span # 1 1,093.75 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.294 : 1 fv: Actual : Fv: Allowable: 62.48 psi at 5.718 ft in Span # 1 212.50 psi Load Comb: +D+Lr+H Max Reactions (k) P L Lr S W E Left Support 1.02 1.11 Right Support 1.02 1.11 D 0.3230 L 0.350 &330 k 6x8 Printed: 29 MAY 2017, 12:16PM 1300 ksi Density 31.2 pcf 470 ksi H Downward L+Lr+S 0.051 in Downward Total 0.097 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 1502 >360 Total Defl Ratio 781 >240 btAM Size : 5.25x9.5, Parallam PSL, Fully Braced Using Allowable Stress Design with IBC 2015 Load Combinations, Major Axis Bending Wood Species: Trus Joist Wood Grade: Parallam PSL 2.0E Fb - Tension 2,900.0 psi Fc - Prli 2,900.0 psi Fv 290.0 psi Ebend- xx 2,000.0 ksi Density 45.050 pcf Fb - Compr 2,900.0 psi Fc - Perp 750.0 psi Ft 2,025.0 psi Eminbend-xx 1,016.54 ksi Applied Loads Unif Load: D = 0.3230, Lr = 0.350 k/ft, Trib= 1.0 ft Design Summary Max fb/Fb Ratio = 0.536: 1 fb : Actual : Fb : Allowable: 1,943.47 psi at 6.165 ft in Span # 1 ;3,625.00 psi Load Comb: ;+D+Lr+H Max fv/FvRatio = 0.301 : 1 fv : Actual: 108.98 psi at 11.549 ft in Span # 1 Fv: Allowable: 362.50 psi Load Comb: +D+Lr+H Max Reactions (k) U L Lr S W E Left Support 12 2.16 Right Support 1. 2.16 D 0.3230 Lr 0.350 12.330 ft, 5.25x9.5 H Downward L+Lr+S 0.244 in Downward Total 0.469 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 606 >360 Total Deft Ratio 315 >240 BEAM Size: 4x6, Sawn, Fully Braced Using Allowable Stress Design with IBC 2015 Load Combinations, Major Axis Bending Wood Species : Douglas Fir - Larch Wood Grade: No.2 Fb - Tension 900.0 psi Fc - Pril 1,350.0 psi Fv 180.0 psi Ebend- xx Fb - Compr 900.0 psi Fc - Perp 625.0 psi Ft 575.0 psi Eminbend - xx Applied Loads Unif Load: D = 0.240, Lr = 0.180 k/ft, Trib= 1.0 ft Design Summary Max fb/Fb Ratio = 0.391 : 1 fb: Actual : .571.24 psi at 2.000 ft in Span # 1 Fb : Allowable: 1,462.50 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.225 : 1 fv : Actual : 50.62 psi at 0.000 ft in Span # 1 Fv : Allowable: 225.00 psi Load Comb: +D+Lr+H Max Reactions (k) 12 L Lr 5 W E H Left Support 0.48 0.36 Right Support 0.48 0.36 4.0 R, 44 1,600.0 ksi Density 31.20 pcf 580.0 ksi WAN Downward L+Lr+S 0.013 in Downward Total 0.031 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 3575 >360 Total Defl Ratio 1532 >240 Title Block Line 1 ; Project Title:ART ODEL & ADDITION You can change this area • Engineer: Project ID: using the "Settingst menu item Project Descr: BIRD DEVELOPMENT and then using the "Printing & Title Block" selectim. Title Block Line 6 1 Printed: 29 MAY 2017, 12:16PM Description : C Calculations per NDS 2015, IBC 2015, CBC 2016,pASCE 7-10 Load Combinations Used: IBC 2015 M. . �'. Analysis Methc Allowable Stress Design Wood Section Name 2x6 End Fixities Top & Bottom Pinned Wood Grading/Manuf. Graded Lumber Overall Column Heigh 12.0 ft Wood Member Type Sawn ( used for non -slender calculations) Wood Specie Douglas Fir - Larch Exact Width 1in Allow Stress Modification Factors .50 Wood Grade No,2 Exact D Depth 5,50 in Cf or Cv for Bending 1.30 Fb + 900.0 psi Fv 180.0 psi Area 8.250 in^2 Cf or Cv for Compressioi 1.10 Fb - 900.0 psi Ft 575.0 psi Ix 20.797 in^4 Cf or Cv for Tension 1.30 Fc - Prll 1,350.0 psi Density 31.20 pcf ly 1.547 in^4 Cm : Wet Use Factor 1.0 Fc - PerP 625.0 psi Ct : Temperature Fact 1.0 E : Modulus of Elasticity .. , x-x Bending y-y Bending Axial t Use Factor 1. 0 Cfu :FlaKf : Builtcolumns 1.0 NDS 15.3.2 Basic 1,600.0 1,600.0 1,600.0 ksi Use Cr: Repetitive Yes Minimum 580.0 580.0 Brace condition for deflection (buckling) along columns : X-X (width) axis Fully braced against buckling along X-X Axis Y-Y (depth) axis Unbraced Length for X-X Axis buckling = 12.0 ft, K b�. s Service loads entered. Load Factors will be applied for calculations. Column self weight included : 21.450 Ibs * Dead Load Factor AXIAL LOADS... AXIAL: Axial Load at 12.0 ft, D = 0.430, Lr = 0.4660 k BENDING LOADS... LATERAL: Moment acting about X-X axis, W = 0.4140, E = 0.1080 k-ft Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = 0.2059 : 1 Load Combination Maximum SERVICE Lateral Load Reactions . . +D+0.60W Governing NDS Forunftmp + Mxx, NDS Eq. 3.9-3 Top along Y-Y 0.03450 k Bottom along Y-Y 0.03450 k Top along X-k 0.0 k Bottom along X-X 0.0 k Location of max.above base 0.0 ft At maximum location values are. Maximum SERVICE Load Lateral Deflections ... Applied Axial 0.4515 k Along Y-Y-0.2021 in at 5.074 ft above base Applied Mx-0.2484 k-ft for load combination : W Only Applied My 0.0 k-ft Along X-X 0.0 in at 0.0 it above base Fc: Allowable 647.07 psi for load combination : n/a Other Factors used to calculate allowable stresses ... PASS Maximum Shear Stress Ratio = 0.008712 : 1 Bending Compression Tension Load Combination +D+0.60W Location of max.above base 12.0 ft Applied Design Shear 3.764 psi Allowable Shear 288.0 psi Loatl Conb�n�ltiio-Resuliis Load Combination CD Cp Maximum Axial + Bending Stress Ratio Status Stress Ratios Location Maximum Shear Ratios Stress Ratio Status Location D Only +D+Lr 0.900 0.448 0.09144 PASS 0.0 ft 0.0 PASS 12.0 It +D+0.750Lr 1.250 1.250 0.340 0.340 0.1763 0.1540 PASS PASS 0.0 ft 0.0 ft 0.0 0.0 PASS PASS 12.0 ft 12.0 ft +D+0.60W +D+0.70E 1.600 0.272 0.2059 PASS 0.0 ft 0.008712 PASS 12.0 ft +D+0.750Lr+0.450W 1.600 1.600 0.272 0.272 0.08457 0.1821 PASS PASS 0.0 ft 0.0 ft 0.002652 0.006534 PASS PASS 12.0 ft 12.0 ft +D+0.450W +D+0.5250E 1.600 0.272 0.1562 PASS 0.0 ft D.006534 PASS 12.0 ft +0.60D+0.60W 1.600 1.600 0.272 0.272 0.08457 0.1947 PASS PASS 0.0 ft 0.0 ft D.001989 D.008712 PASS PASS 12.0 ft 12.0 ft Load Combination C D CP Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Stress Ratio Status Location Stress Ratio Status Location +0.60D+0.70E 1.600 0.272 0.06106 PASS 0.0 ft D.002652 PASS 12.0 tt Note Only non zero reactions are listed X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My -End Moments k-ft Mx - End Moments Load Combination @ Base Q Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top +D+Lr 0.917 +D+0.750Lr 0.801 +D+0.60W 0.021 -0.021 0.451 0.248 +D+0.70E 0.006 -0.006 0.451 0.076 +D+0.750Lr+0.450W 0.016 -0.016 0.801 0.186 +D+0.450W 0.016 -0.016 0.451 0.186 +D+0.5250E 0.005 -0.005 0.451 0.057 +0.60D+0.60W 0.021 -0.021 0.271 0.248 +0.60D+0.70E 0.006 -0.006 0.271 0.076 Lr Only 0.466 W Only 0.035 -0.035 0.414 E Only 0.009 -0.009 0.108 Load Combination Max. X-X Deflection Distance Max. Y-Y Deflection Distance D Only O.000Oi 0.00@ 0.00(h 0.000 +D+Lr 0.0000, 0.000 0.00(h 0.00ft +D+0.750Lr 0.00001 0.009 0.000i 0.000 +D+0.60W 0.00001 0.000 -0.12h 5.074 +D+0.70E 0.0008h 0.0011 -0.03th 5.074 +D+0.750Lr+0.450W 0.000(h 0.009 -0.091n 5.074 +D+0.450W 0.000(h 0.009 -0.091h 5.074 +D+0.5250E 0.000(h 0.000 -0.0281 5.074 +0.60D+0.60W 0.000(h 0.000 -0.121h 5.07# +0.60D+0.70E 0.0001h 0.000 -0.03�h 5.074 Lr Only 0.000(h 0.000 0.001h 0.00@ W Only 0.000(h 0.000 -0.2021 5.074 E Only 0.0000, 0.009 -0.058, 5.074 a Sketches y' ix o N 11 L I I Moads 0.52k s do not reflect absolute direction. 1/V.71Su iylap�, ou iuiiury iceporc IN EUBW Design Maps Summary Report User -Specified Input Report Title SAN LORENZO ADDITION/REMODEL Sat May 20, 2017 22:40:34 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 33.8090N, 116.536°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS—Provided Output SS = 1.608 g SM5 = 1.608 g SDs = 1.072 g S, = 0.761 g S,,, = 1.142 g Sol = 0.761 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCEH Respense Spectrum t. I{ a 7i Q66 Q jai rl u Q 33 Q 22 a " I a 67 Design Response Spectrum U Pertoc, T (se:) perloct r (sec) For PGAM, TL, CRS, and CRl values, please view the detailed report. https://earthquake.usgs.gov/cn 1 /designmaps/us/summary.php?template=minimal&latitude... 5/20/2017 k I . , .7 . % �� G '►� -r4 a 'pi-y',IBCoor-> . Ov- k� t� Cho) 2tG� 2... )c -ramp.-�%try l �PC-(5 lo0r- W -7 -po ,n cm j4pt) t e22 C -;5 4-1 �3, 2 I � , 7 4- Z2t� 'r-, - *,�, U 4t7 1 r �O- 0 T7 4 4, GAJ Z�> {4-4 4,6 • Flo rva-- oou_ r 1 1-1 "'� ,.!=? �ezol�' ell tic ,2- 2,.r,7 C. 4,6 00,1- w/ov'rft"� Aaofb!6(� T- a c 4 IJ �4epnw, , TOP � � � 7-0 4--00 797 Pe,47 r-O F PC-4 TYPICAL GRADE BEAM REINFORCING d 2 STORY: 20 - 3.5 = 16.5" 1' STORY: 14 - 3.5 = I O.5" REBAR A M 'I# 2 STORY #4 .20 7000 #5 .31 11500 2-#4 .40 14500 2-#5 .62 29250 2-#6 .88 32000 3-##5 .93 J 33500 4-##5 1.24 44000 3-#6 1.32 47000 4-#6 1.76 61000 1 STORY 4500 7000 9000 14000 19500 20800 27000 28500 37000 r et o or- ' V BUILDING ENERGY ANALYSIS REPORT PROJECT: Desert Bird Corp. 979 EAST SAN LORENZO Palm Springs, CA 92262 Project Designer: } Report Prepared by: Joan Hacker Insu-form, Inc. 72875 Fred Waring Drive, Suite C Palm Desert, Ca 92260 760-345-1352 Job Number: IPPRCW�D SEP 28 2017 Date: CITY OF PALM SPRINGS DEPT. OF BUILDING & SAFETY 5I412017 The EnennPro commpuW program has been used to perform the calculahDr s surmtarized in this compliance report This program has approval and is aulhorimed by the CA11orrra Energy Commo lion for use with both the Residen ial and Nonresidential 2016 Buiding Energy Efficiency Standards_ This program developed by EnergySoft Software—www.energyao t com. I TABLE OF CONTENTS I Cover Page 1 Table of Contents 2 Farm CF-1 R-PPF-01-E Certificate of Compliance 3 Form RMS-1 Residential Measures Summary 11 Fenn MF-1 R Mandatory [Measures Summary 12 HVAC System Heating and Coaling Loads Summary 1+6 �EneigyPm 7.1 by Enerpy'0..,dRt Jab Nnenber ID: Lkw Number: 2055 • r� u M 0 i m o 8 eA� fl 9 o 0 0o sr Q o d d d c fl. yy t+ OD w A � O ao p 1-1 • ■ uT 05 I A v CN C U 4f OO 1 3 i r w- Q v LL y A e r F 9f F4 • E Q ul Q z P M 0 EF 0111 zo z° z° 2 2 < a 4 1 z t o z' 3 $ 8 c Q r w r •' r 4 v 05 r W ,r,yy li 0> r- Q` M wry SL LL Ix a r � o z 1 t oC � r � cr • • C 0. I z z z a o a o a a o 0 0 0 0 0 o 0 0 0 o d o 0 0 0 0 0 a o a w o a o a a o o a x N N N N N N 4 i 0 0 0 0 � s 0 z � s 8 ci z � ■ ■ & � & � � f cj z dL 2 8 0 k � B u P k � k � k 0 0 0 0 0 0 0 0 ■ ® 0 0 0 0 0 0 0 0 0 0 0 0 � _ � £ 0 0 0 0 0 0 0 0 0 0 0 0 ■ 0 0 0 0 0 0 0 0 0 0 0 0 a 01010 0 0 0 0 0 0 0 0 0 a � ■ � 0 0 0 0 0 0 0 0 0 0 0 0 ■ 0 0 0 0 0 0 0 0 0 0 0 0 IL e _ ■ � � � � � � � � � _ � � � � ■ a o o o Q o Q o $ § � n _ m � � e ■ � - � � 0 ( ( [ q $ � § § § $ b • U V cv F o 0 o ri 4 0 3 a ci 0 ci o a ci 0 to � 160 ci 0 CD c� 0 Q Z r A r • • 2 Q z 1� IN m E � s � r T T 4 O sm S� G a 0 m � n a G s W � • g cx im z s 3 to 0 0 2 46 s # W k DWI k % � � 2 Q � 3 � e � § & § 9 $ � & � ��s � $ f � a § § § � � k� b U § � $ � ƒ • � � co � 2 72 � $ � � � . f I § I �� ¥0 _ w w ■ o I ■ � � RESIDENn& MEASURES SUMMARY RMS-1 Project Name Deseft Bifd Cofp. BLWdng Type 1Z Single Fatuity ❑ Addifi m Alone 0 Muf6 Family 0 Existing+ AddifiaNAfterafim [we 5/412017 Project Address 979 EAST SAN LORENZO PaImSpdngs, Calftr is Energy CSinwie Zane CA Climate Zane 15 Totai Cond. Fkw Area 2,699 Addition 942 # at Units 1 INSULATION Construction Type Area Cavity (0 Special Features Status Kw 4A)od Fra7fed R 11 2,105 Existing Roof Mod Framed Attic R 19 1,757 ExisM+g Sfab Untreated Slab-nw-Grade - no aL%dyton Z699 Perim =1142' Ex�srrg Kw AbOd Ramed R 19 5w New Roof Wood Framed Attic R 39 942 Coot Roof New FENESTRATION Orientation Area(f) ToW Area: 456 GjlAng Pe 16.9 NewdAfteradAvemeLJLFwtw. 0.38 U-Fac SHGC Overhang Sidefins Exterior Shades Status Front (Al) 48.0 0.710 0.73 20 none Bug Srreen Exisft Rear (S) 48.0 0.710 0. 73 20 none BW Saeen Exis ft Franc (f11) 26.0 0.380 0.30 20 none Bug Screen New Rear (S) 310.0 0.380 0.30 20 rrnne Buy? Street! New Ragtrf (WJ 24.0 0.380 0.30 20 now Bug sawn New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thefnmtat Status i Central F riaice 78% AFUE SPtti Air Conaftrw 12.0 SEER Setback F is; ft HVAC DISTRI UTION Duct Location Heating Coolin Duct Location R Value Status f..ivM Zane nit cued Ducted Attic 2.1 Exkkw WATER HEATING Q - Type Gallons Min. Eff Distribution Status 1 Smalf l/VS Gas 0 0.98 Standard Altered EnemyPto 7.1 by EnemvSaff User Number. 2655 1Q. Pace 11 of 16 • 0 2016 Low -Rise Residential Mandatory Measures Summary NOTE: cow ►ire resa pu nudlcgr s swb}ecc t� aye Fri St dar+ds rn�usc cc�ur�fy rxtun aH epPB�abre +rrar►da�ovy measrx�rs� her I S o� the app�aach used. RevAew mte respec*e sixticit for more irNfamrah in 'Excepftn my W�h' roriainal Of3t2(1161 Building Envelope Measyres § 110.6(a)l: Air LldMW. Manrhdmd fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 &W or less when tested per NFRC400 or ASTM E2B3 or AALVJWDMACSA 1011L.S.21A440-2011 ' § 110.6(a)5: Labeling. Fenestration products must have a label meeting the requirement of § 10-111(a). § 110.0): Field fabricated exterW doors and Lenestradon products must use U-factors and solar heat gain oDdkient (SHGC) values from TABLES 110.&A and 110.E-8 for compliance and mmtbe raLdked ardror § 110.7: Air LldmW. All joints, penetrations, and other openings; in the building envelope that are potential sources of air leakage must be caulked, aglet or weather § 110.8(a): Insulation Certification by Manetfat ttom. Insulation specified or installed must meet Standards for limWating Material. § 110.8(g): Insutltion Rtuirements for Healed Slab Floors. Heated stab floors must be nsulaled per the requiements of § 110.8(9). Produels Solar Rellootance and fltermal Emittance. The thermal ernittahce and aged solar releclonce values of the roofing material must meet the remer+ts of j 110 h when Ice installation of a cool roof is specified on the CF1R § 110.8(0: Rad1Nt Barrier. A radiant barrier must have an emidanc:e of 0.05 or less and be eeefiW to the Department of Cansuner Affair. CallHtg and Rafter Roof hadadon. Mini urn R- iodation in mood -frame ceiling; or the weighted average tPlactor must not exceed. l+insnrm R-19 or weighted average Nactor of 0.054 or Iess in a rafter roof albera ;. Attic access door; mud have permanently MKhed § 150.0(a): insulation using adhesive or mechanical fasteners. The attic access must be gadmied to prevent air leakkage_ Insulation must be installed it direct contact with a continuous roof or ceiling which is sealed to limit iditrafiar and editration as specified in § 110.7, including but not limited to insulation edwabove or bebw the and deck or on of a l § 150.0(b): Loospfll limitation. Loose fill inshulabon must meet the manufacturers re*weid density for the Labeled R-value. Wall Insulation. Wminum R-13 insolation in 2x4 inch wood framing wall or have a U-facior of 0.102 or less (R 19 in M or U-factor of 0A74 or § 150.0(c): less)_ Qpacpre non4amed assemhlies must have an overall assembly U-factor not exceeding 0.102, equivalent to an installed value of R-i 3 in a wood framed assembly.' § 150.0(d): Raimofloo r limlodort. Minimum R-19 insulation it raised wood framed floor or 0 037 maximum U4m:kw.` § 150.0m: Slab Op kwistio . Slab edge imitation must meet all of the fdbwirg: have a water absorption rate, for the insaiation material alone without fad, no greater than 0.3%; have a water vapor permeance no greater than 2.0 pwrhK n; be protected moor physical damage and W 1W deteripralim; and when nsiaied as part of a healed stab floor, meet the requirements of 4 110. § 150.0(g)1: Vapor Ratter. In Climate Zones 1-16, the earth floor of unverted craA space must be were with a Class I or Clan 11 vapor retarder. This requrhment also applies to controlled verhHa6an crawl space for buildings complying with the exceptim to § 150.0(d). § 150A(g)2 Vapor Retarder'. In Climate Zones 14 and 16, a Class 1 or Class II vapor retarder must be installed on the conditioned space side oral insulalion in all exterior walls vented attics and ucvenied attics with mheahie insulation. § 150.0 (�: Fene+�cts allw Produ. amtrakon. including separating conditioned space from unconditioned space or outdoors must have a Nactor of 058• or the weighted average U-factor of all fenefratim must not exceed 0 58' Firepleoes, Daeorative Gas Appliances. and Gas Log fYlr ourim § 150.0(e)1A. Doan. Masonry or faclorrliuik fireplaces muutt have a disable metal or glass door covering the erie opening of the firebox § 150.0(e)l B: ConiltustionIntake. Masonry or hicbry-butt irepfam must have a cardnrrction oulside ail intake, white a at least six square inches in area and a eqtipped with a readily aerie and bghgftq damper or combustion -ail antral devuoe.` § 150.0(e)1C: Flue Cangier. Masonry or faalrry-bnalt fireplaces must have a flue damper with a ready aeeesshfe cannot' § 150 0(e)2: Plot l 19K Continuous burning pint and the use of indoor ail her cooling a firebox jacket, when that indoor ail tie vented to the ouFside of the buildirn are Spada Cnnditiortl'r9, Water Nuft and Plrnhbfng S" m Maim": § 110.0-§110.3: COAMOM. Healing, ventilation and ail condlionig (HVAC) equipment, wain heaters, showaheads, fauoelc, and all other regulated lances must be certified by the rnauufaehaex to the Energy Cann imon.' § 1102(a): RVAC Efficiency. Equipment must meet the applcaWe efficiency reagwernents in TABLE 1102-A through TABLE 1102-C' Controls for Heat Pumps wilt Supplemnantery Ekeft laesistenoe Haatem Heat pumps with supplementary electric residanee heaters § 1102(b): must have corntrcle that prevent w*plemertay heater operation when the heating load can be met by the heat pump alone; and in which the ad -on temperatire for compression healing is higher than the cuH m temperature for ovOermentary hemming, and the cut-off temperature for coirpeegion healing is hWw than the at -off lemperatme for § 1102(c): TherawstoM Al unitary heating or cooing systems not controlled by a central energy management eorutiol system (EMCS) must have a Ihermoslet. Watat Heating Racircuktbn Loops Serving KW" dwdkq Unit& water heating recirculation loops amig mukgrfe dwelling units must § 1103(c)5: meet the air release valve, bacclkow prevention, lip pnoning, pip isolation valve, and reoncuiatian bop connection requirements of § 110. )5. § 1103(c)7: lsolallort Valves. Instantaneous water heaters with an input rating greater than 6.8 kBTUhv (2 It" must have isolation valves with hose Milos or oftr fittings an bath cold water and hot water fees of water beating systems to allow for water tads flushing When the valves are closed. § 110.5: NO Lkjtts. Unlin umny burning pilot fights are prolrltited for naW gas: fan -type central furnaces; household coating appliances (appli- ances wOout an electrical y4ply voltage connection with pilot lights that consume lees than 150 BkAw are : and Pool and spa heates.' BWWlng CO* j and Healing Loads. Heating andlor cooing loads are calculated in accadanoe with ASHRAE Handbook, Equipment § 150.0(h)l: Volume, Applications Volume, and Fundamentals Volume; SMACNA Residential Combat System Installation Standards Manual; or ACCA Manuol d using design oonditions specified in 4 150. h • • 2016 Low -Rise Residential Mandatory Measures Summary F0.0(h)3A: Clea diti nces. Installed air cononer and heatpump outdoor condensing units must have a clearance of at least 5 feet from the outet of any 0.0(h)38: Line Drier, installed air conditioner and heat pump systems must be equipped with liquid fine filter driers if required, as specified by ma is instructions. § 150.001: Tank Insuia0iott. Unfired hot water larks, such as storage tanks and backup storage tarhks for solar walerheatirg systems, must have R-12 irsulaian or R-16 intemai insulation where the internal insulation R-v" is indicated on the exknor of the tarp. W piping and cooling system line Insulation. For domestic hat water system piping, wfielher burned or unburied, all of the foliowirg must be insulated aeccdng to the miuinements of TABLE 120.3-A the first 5 feet of hot and cold water pipes from the storage tank; all piping with a § 150.00RA: normal diameter of 314 inch or lager; all piping assocsaled with a domestic hot water recirculation system regardless of the pipe diatnh W; piping from the heating source to storage lark or between larks-, piping buried below grade; and all hot water pipes from the heating source to §" fixtures! § 150.0(i)2B: West piping and coding system fine Insulation. All domestic hot crater pies that are buried below grade must be installed in a water proof and novvushable casing or sleeve.' § 150.06)2C: WSW, A" and cooling system fine hisufetiom Pipe for cooing system lines must be insulated as specified in § 15D-002k Distribution Eko for steam and roc bealting System or hot wader systerns must meet the urements in TABLE 120.3-A• § 150.0(D3: Pmttcetan. Insulation must be pad from damage, inckcdng that due to sunlight, moisture, equipment maiinlanance, and wind. lnsuWm Promecdm Insulation exposed to weather must be installed with a cover suable for outdoor serwoe. For example, protected by § 150.O(03A: oluniNu r, sheet metal, parted camas, or plastic cover. The cover mum be water retardant and provide shielding from solar radiation that can cause degradation of the material. § 150.Op3B:Insuittiorl Pn*Kd >tn. Insulation covering chilled water piping and reirigerarntsudian piping located outside the conditioned space must have a Class] or Class ll vapor retarder. Gas or Propene Systems. Systems using gas or propane water heaters to sense individual dwelling units must include all of the bIl wig a § 150.0(n)1: 120t1 electrical rude vilhin 3 feet of the water heater, a Category III or N vent, or a Type B vent with slid* pipe between the outside ternwah n and the space where the water heater is installed; a condensate drain that is no more than 2 inches Fhigher than the base of the wailer and allows natural draining without purm assistance and a gas supply line with a capacity of at least 200 000 BtuAnc § 150A(n)2: !neatening Loops. Reciraiating bops serving multiple dwelling urn must neon the requirements of § 110.3(c)5. § 150.0(n)3: SolarVAter4saing Systems. Solar walerheating systems and collectors must be certified and rated by the Solar Rating and Certificalicin SRCC or bv a lisfincir amw that is amoved by the Executive Director. Duds and Fans Measures: § 110.8(d)3: Ductt Insulation iuwaled on an exiheiig lmni+g duct m ct comply with § 604.0 of the California lAechauiral Code (CMC). t a instal the inuaatim the contractor roust to the customer, in wnfing, that the iwdation meets this CMC UnVilanca All airdistnbuiion system duds and plenums must be installed, sealed, and insulated to meet the dements of CHIC §§ 601.0 2.O, 603.0, 604.0, 605.0 and AfhI AMACNA-OOIr2006 WAC Dud Conch udion Standards Metal and Flexible 3rd EMon. Particxw of supply,air and rel rn air ducts and plenums must be insulated to a minimum installed level of R-6_0 (or uglier if required by CMC § 605.0) or a r "nurn installed level of R-42 when entirely in caidi ianed space as cordirmed trough field verification and diagnock testing § 150.0(m)1: (RAM A.3.8). Comedians of metal duds and i rw core of 8eudnle duets must be mechanically fastened. O� must be sealed with mask, tape, or other ductAosue system that meets the applicable nquiememts of UL 181, UL 181A, or UL 1818 or aerosol sealant that nm* the requirements of UL 723. If mast or tape is used to seal openings greater than % inch, the combination of mastic and either mesh or We r f whet be used Building cavities. support platfnms for air handers, and plenum deolghed or constructed with h materials other than seated sheet metal, dud board or fie&& duct must not be used for conveying conditioned air_ Building cavities and support platforms may contain dots Ducts installed in caviies and suippott Platform mulct not be compressed to cause mductiole in fie crawreechonall area of the dots.' F -FebrfeaMd Duct Systems. FadoTlabricaled duct systems must cornply vih applicable requirements for dud eonstuuchon, § 150.0(m)2: conrw sons, and ciosues; joi is and seams of duct systems and their components must not be sealed with doh back rubber adhesive dud less such tape a used in eon hinatim v* mastic and draw bands. § 150 0(m),3: F ebriceted Duct Systems. Fi id4abricated dud systems mat comply wit applicable regri a ments for Press+re-sensiti1e lapes, sealants and ohar recluremmis spec6ed for duct construction. § 150 0(m)]: Backfireft Dentpers,AN fan cysiems that exchange air between the conditioned space and the outside of the buildng roust have badkdraft or § 150.0(m)B: GravollyVentltatan Damptim Gravity ventilating system serving conditioned space must have ed he r automatic or ready addle, in all open to the outside except combustion We and gullet airmenings and elevator shalt +vents. Protection of Insulation. Insulation must be protected from damage, including that due to arAw d, moisture, equipment mairFenanee, and § 150 0(rn)9- cam. won exposed to weather must be suitable for outdoor service. For example, protected by aluminum, sheet meta(, parried carwas, or plastic cove. Cellular foam insdaiert must be protected as above or painted with a coating that w water retardant and provides shielding ram War § 150.0(m)10 krter Core Flat Duct. Porous inner core sex duct must have a nonporous layer between the liner core and outer vapor barrier. Duct ystem Sealing and L almV Test. When space carsditionig systems use famed air dudsysterrw to supply conditioned an to an § 150.0(m)11: ooaupiabfe space, the duds m ct be sew and dud leakage tested, as confirmed trough fad veacation and diagnostic tesag, in wit j 150.0 m l land Reference Reuel Appendix RA3. Air I'llbation. Medianical systems that supply air to an occupiable space trough duucloork eweedig 10 feet in lengh and through a thermal § 150.0(m)12 condhlk r component, except evaporative coolers, must be pro»ded with air filter devices that meet the des4n, installation, efficiency, Pressure drop, and labefirigi requiremenis of 4 150. m 12_ • • 2016 Low -Rise Residential Mandatary Measures Summary Duct System Siting and Air ritW Grille Sizing. Space conditioning systems that use forced air duds to supply cooling to an occupiable space must have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressxe prone (PSPP) in the § 150.0(m)13: supply plenum. The space conditioning system met also demonstrate airflow k 35D CFM per ton of nominal coding capacity through the return dies, and an air -handing unit fan efficacy 5 0.58 WICFM as confirmed by field verification and diagnostic ieAng, in accordance with Deference Residential Appendix RA3.3- This applies to both single zone central forced air systems and every zone for zonally controlled central forced air Verttlation for Indoor' Air Quality. Ai dwelling units mast meet the requirements of ASHRAE Standard 62.2. Neither undw operation nor §150-0(o): continuous operation of central kited all systern air handers used in central fan integrated ventilation systems are permissible methods of providing whole -building ventilation. § 150.0(0)1A Field Verification and Diagnostic Tasting. Yl *-bWft ventilation aiflow met be coninned through field verification and diagnostic in aonw&riee moth Reference Reaideriiai Appendix RAV. Pool and Spa Systems and Equipnwtt Measures: Carttieetion by Man dfacturers. Any pool or spa heating system or equipment must be certified to have all of the following: a thermal efficiency § 110A(a): that ccmpin with the Appliance Efficiency Regulations; an an -off switch mounted outside of the heaim that allows shunting off the heater without adjusting the thermostat selling; a permanent weatherproof plate or card with operating instructions; and must not use electric remsbace § 110.4(b)1: Pift Any pool or spa heating equipment must be installed with at wilt 36 inches of pipe between the filter wd the ham, or meted suction and return tines, or brill -in or bust-up connections to allow for mare solar heating. § 110.4(b)2 Covers. Outdoor pods or spas that have a heat pump or gas healer must have a cove. § 110.4(b)3: Medionsi inlets and time swwc M for ems' Pools must have dredioral Mieft that adequately mix the pod wale, and a time switch that and allow all pumps to be set at programmed to not only during off1wak electric demand perods. § 110.5: Pilot jAghL Natural gas pod and spa heaters must not have a continuously burning pilot W § 150.0(p): Pool Systems aunt Equipment motion. Residential pool systems or equipment must meet the qm iied requirements for pump sue, flow rate furs and valves.' g Measures: § 110.9: Controls and Components. Al lighting control dew = and systems, ballasts, and luminaires must meet the applicable requierrienls of i 11 .9.' § 110.9(e): JU High Efficacy UgW Sources. To quality as a JAB No efficacy light source for cDff*k m with § 150.0(k), a residential light soiree must be certified to the Energy Carmnission according to Reference Join Appendix JAB § 150.0(k)iA: Ltn*Wre Efficacy. AN irstafled luminaires rust be high efficacy in aeaudarnce with TABLE 1500-A. Blank EMcWW Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a lurninave or § 150.0(k)l B: other device areal be no greater than the number of bedroom. These electrical boxes must be served by a dimmer, vacancy sensor control, or fan speed control. RaMsed Dowtdght UMWWM in Ceilings. Luninwn recessed into cedngs must meet all of the mquirmiernta for nswian contact 0C) § 150.0(k)1 C: label air leakage; searing; maitenance; and socket and light source as described in § 150-0(k)1C- A JA8-20I6-E tight source rated for elevated temperature must be installed by final inspection in all recessed dowalight laninaires in § 150.0(k)1 D: Electronic Ballasts. Ballasts for fluorescent tangs rated 13 watts or greater must be electronic and mast have an ouWA iequemry no less than 20 kHz. MgM Ugftts. Petmanerntly installed night: lights and right bob integral to installed lurwares or exhaust fans muss be rated to xxanshme no § 150.0(k)1 E: more than 5 wait of power per lurninaire or exhaust fan as detemrihed in accordance with § 130.0(c)- Night lights do not need to be controlled by vamicy sensors. § 150.0(k)1 F: Ligl gingto Exi atast Fans. Lighting 'integral to exhaust fans (except When installed by the manufacliner m kitchen exhaust hoods) must !!! the applicable requirements of j 15D-0(k.' Stxaw based Ilandth kv& Sam based luminaires must not be recessed downlight luminairees in ceilings and must cordam lamps that comply § 150.0(k)10: with Reference Joi tAppendix JAB. Installed lamps must be marked with'JA8-2016' or'JAII-201W as qxx ifed in Reknnce Joint Appendix JAB' § 150.0(k)1 H: End45ed Unmet. Light souroes installed in enclosed luonen:'s must be JA8 cor npliani and must be marked with JAB-2016-E.' § 150-0VA- Irate * Switches and Controls. All forward phase ad dimmes used with LED fight sorties must comply with NEW SSL X § 150.0(k)2B: Irterbr Swltd as and Contras. Exhaust fans must be switched separately from iglding systems' § 150.0(k)2C: haft Swkhes and Corhtrofs. Luminaires must be switched with readily accessible conk& that pem>it the luminaires to be manually switched ON and OFF § 150.0(lr)2D: hft km Switches and Controls. Controls and equpmed must be installed in accordance with mandaetureet instruclioms. § 150.0(k)2E: 11" i r Swrlbdhas and Controls. No control must bypass a dimmer or vacancy sensor function I the control 'i nstaied to comply milt 150.0 . § 150.0(k)2F: lift br Snitches and Controls. Ligh6ing controls must aomnply with the applicable requirements of § 110.9. Swd11'hes and Controls. An energy management control system (EI14CS) may be used to cornply wilh dnmer re*mmens if it § 150.0(k)2G: fimciions as a dmrrer according to § 110-9; meets the Installation Certificate requirements of § 130.4; meets the EMCS requiemeds of § 130.3% and meets all other remerts in 4 150.0(k)2- InUrW Switches anti Controls. An EMCS may be used to comply with vacancy sensor requinernenta in § 15D. 9 it meets all of the § 150-0(k)2H: %llovirq. it functions as a vacancy sensor according to § 110.9; the installation Certificate requiremeras of § 130-4; the EMCS requiemertg of § 130 ; and all other reqLkemerft in j 150. § 150.0(k)21: l rbr Switches and Controls. A rrultisoere programmable controller may be used to comply with dimmer rocluimmerhts in § 15D ON if it provifes the of a dimmer acawding to 110-9 and complies with all other app5cable, requiremenli; in 4 150.0 - • 0 2016 Low -Rise Residential Mandatory Measures Summary Interior Switches end Controls. in bathrooms, garages, laundry rooms, and utility rooms, at 6-W one iuminaire in each of these spaces must be controlled by a vacancy sensor. F50.0(k)2J: 50.0(k)2K Interior Switches end Controls. Dimmers or vacancy sensors must control all luminaires Rquired to have light sources compliant with Reference JointAppendix JA8 except luminaires in closets less than 70 square feet and lurr*kwes in § 150.0(k)2L- Interior Switches and Controls. Undercabihet 14" must be srribdhed separately from aim lighting systems. Resfdarttfal Outdoor Lighting. For single-family residential buildings, outdoor lighting pemhanentiy mounted to a residential building, or to other § 150.0(k)3A: kAcWpon the same lot, meat meet the ant in item § 150.0(k)3Ai (ON and OFF suds h) and the requirements in either item § 1%0(k)3Ai (photocell and motion sensor) or item § 150.0(k)3Ani (photo word and automatic time switch control, astronomical time dock, or EMC$. Residential Outdoor Lighting. For law -rise fly residential buildings, outdoor lighting for private paticx, entrances, balconies, § 150.0(k)3B_ and porches; and outdoor fighting for residential parking lots and residential carports with less than eight vehicles per site must comply With either 4 150_ 3A or with the appilicable, mcgirements in fA 110.9 130.0 130 130.4 140.7 and 141.0. § 150.0(k)3C: Residential Outdoor Lighting. For low -nee residential bhaWings w* four or more dwelling mile, outdoor lighting not regulated by 15Q0 B orl 150. k 3D rust cornplyvAthe applicable requirements in f 110.9 130.0 1302 130.4 140.7 and 141.0_ § 150.0(k)3D: Residerhtial Outdoor Llghtlng. Outdoor lighting for residential pa king khtls and remienial carports with a total of eight or mare v&x1m per sire must corriply with the applicable requiremenis in M 110.9 130.4 13D2 130.4 140.7 and 141.0. § 150.0(k)4: IntarMally M mkuW address signs. Internally ilurrrnated address signs must comply wish § 140 B, or must consume no more than 5 walls of em as determined according to 4 130.0(c). § 150.0(k)5: Residential Garages for Eight or More Vshkdes. LighErg for residential parking garages for eight or more vehicles must comply with the applicable vents for nonresidential giarages in 110.9 130.0 130.1 130.4 140.E and 141.0. hdarlgr Common Areas of Low-rise Nutti-Family Residential Buildings. In a kowie mWbhn* residential bhid'ing where the total interior § 150.0(k)6A: common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that hft must be high efficacy luminaires and controlled by at occupimt sensor. hnbarl r Common Areas of Low-irlse Mufti -Family Residential Buildings. In a low-rise mulfifar * residential bulking where the total interior common area in a single building equals mare than 20 percent of the Boor area, permanently installed booting in that building must § 150.Op06B: L Cm*Oyw th the applicable miuiremenls in §§ 110.9,130.0,130.1. 140.6 and 141.0; and i. Lioling installed in corridors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at least 50 MM The occupant sensors mast be cmabie of tumm the W W on and off from of demaned Daft of wwress and Solar Ready Fancily 1asidences. Single family residences located in subdivoons with tom or more sigle family residences and where the § 110.10(a)l : application for a tentative subdivision map for the residences has been deemed complete by the ardoreement agency must comply with the of 4 110.10 through 11 0.1e . § 110.10(a)2: Lo*dse MmWfm* Buildings. Law -rise mWb4ar* buildings mist comply with the requiremerk of § 110.10(b) through § 110.10(d). IIhNN Ares, The solar zone must have a minimum UAW area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as speabed in Tide 24, Part 9 or other Parts of Tille 24 or in any req adopted by a local juisditdion. The scar zone total area must be comprised d of areas that have no dim mmoon less than 5 beet and are no less than 80 srquare feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 16D sgture feet each for Wdn p with roof areas § 110.10(b)i: greater than 10,000 square feet For smote homy residences the solar zone must be located an the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise mulk4amily buildings the soar zone must be located on the roof or overhmg of the Widig, or on the roof or overhang of archer structure located within 250 feet of the building, or on coed patki g instalied with the building ding project, and have a total area no less than 15 percent of the total roof area of the building excluding ud' area.' § 110.1O(b)2: AN sections of the solar zone kocaled an steep -sloped roofs must be oriented between 110 dogma and 270 degrees oftrue north. § 110.10(b).3A: Shading. The solar zone must not contain any oboe ctiohs, including but not bm ie d to: veras, dhirnmys, atehileeival features, and roof rnounled equipment.. Shedhg. Any obstruction located on the roof or any other part of the building that pnojecte above a solarzone mud be located at kvast trice the § 110.1%)3B: distarm, measured in the hwiacntal plane, of the height dderenoe between the highest paint of the obstruction and the hhoriMN11al projection of the nearest point of the solar zone measured it the vertical § 110.10(b)4: Sbuchired Design Loads on ConsoItttio n Doo zoo. For areas of the roof designated as solar am, the shuc tural design loads for roof dead W and roof live load must be dearly ihdhcaled on the construction documents. hterCortnectlon Patlrwalrs. line construction documents must indicater a location for inverters and melering equipment and a pathway for § 110.10(c): touting of eantluit tram the solar zone to the point of interconnection with the electrical service (for single farnily tesi le noes the paid of trOerconecbm wA be the main service ; and a pathway for roubng of plumbirg from the solar zone to the § 110.10(dr DoctOwtakft A copy of the construction doamerits or a comparable document irx1catag the rdonnation § t) through 110.10 mast be provided to the occupiot § 110.10(e)l: Aft Electrical Saralee Panel. The main electrical service panel mot have a minimum bulbar rating of 200 amps. Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow far the install -Am of a double pole cmnit § 110.10(e)2: breaker for a future soLv electric installation. The reserved space must be: positioned at the opposite (load) end from the input feeder location or main Ong location, and perrnanerdly marked as for Future Scar Electric _ HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Pmjed Name Desert Bird Corp. Date 5/4t2017 System Name Living Zone Floor Area 2,699 ENGINEERING C CKS SYSTEM LOAD Number of Systems 1 COIL CFM Total Room Loads 3,006 Retum vented Lighting Return Air Ducts Return Fan ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible O Systwe 80,000 34,580 2,434 2,111 67,42 Total Output 80,000 0 -6 4,475 7,192 Cooling System 0 O~Wsydem-58,OM 0 0 0 Total Output 58,000 0 4,475 f 43,531 Z4MI Total Output 4 7,112 Total QuWut fflhdVsqM 21 Total output arr 558A 81,809 Air system CFM per Swatein 2.210 HYAC EQUIPMENT SELECTION Ak*m 2,210 Ustiog 34,377 20,707 80,000 Airflow cfiNs 0-8 Airflow MVTon 457 80,0D0 Jan 1 AM Outside Air 0.0 Total Adjusted System Output for Peak Design oonditions) TIME OF SYSTEM PEAK 34,377 20,707 Outside Air fcknhmM 0.00(Adjusted Note: values above at AM 0XKStk1W Aug 3 PM HEATING SYSTEM PSYCHRUMMICS (Airstream Temperatures at Torte of Heating Peals) 26 OF 68 mF 68 OF 102 OF Phu ---" Outside Air-. ---] 0 dm Bumpy( Fan Heekng Cal 2,210 chn 68OF I , 100 °F ROOM 70 OF COOLING SYSTEM PSYCHRUMErms (Airstreon Temperatures at Time of Cooling Peals) 113178 °F 0 efirr 80169 •F 80169 OF 80169 °F 65164 °F PPIY Fan Caowv Cal 2,210 elm 67165 °F _w_... 63-0 % ROOM 78169 If &wgyPw7.1byEnwWScft User Akffn ber 2655 1D. 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E'= o . � Q� f .0 0 .\ \.i .§ o CD. /�«\ . . a §� �> £\� f � ? t 9 » k 0 f o & & ) ƒ I E � a ƒ \ � k \ k 2 w .w i BUILDING PERMIT APPLICATION Date < Y-1- Plan Check Deaosit Fees: Building: Fire: Project Address q-7 �� ' � Assessor's Parcel # Owner's Name Phone Owner's Addres Contractor's Name CO3(V!;i 0 6_T dae) Phone # 7&0 G56 67Alc# 7,4 32 to (3 Contractor's Address lc1 D6D w� L Architect's Name Phone # Lie.# Architect's Address Engineer's Name Phone # Engineer's Address Lic,# CONTACT PERSON Address PHONE FAX EMAIL Business License. # :2 ctA�'"! '{ , Expiration Date �� Lot Size (sf.) Building Use Type of Const. Occupancy Group(s) Sprinkled Project Square Footage: Building Garage Carport Patio (type) Project Doscri Lion ^'`O'�`'' Total Value of Work $ 54,4061 �/i,f e-si,1,IVI V C",O! nanwn3�wMrwrnt►t rtisr�iM WHERE INDICATED BY A CHECK, SUBMIT 4 SETS (Minimum size of plans *18 x 24" Minimum scale'." _ ;Maximum size of plans 40" x 360) 0 Complete Application. O Waste, Drain & Vent Isometric O Plot Plan with lot.square footage. O GaslWater Piping Isometric (dimensioned layout) O Drainage Plan: show lot corner elevations. 0 Details showing compliance with accessibility. ❑ Structural Calculations, if applicable requirements (wet -stamped and signed) O Site Plan showing parking for persons with 0 Floor Plan, dimensioned. Door & Window disabilities and path of travel to building entrance Schedule O Title 24 (Energy) - 2 sets/ Lighting Compliance Forms 13 Framing Plan with sections and elevations ❑ Manufacture's brochure for HVAC equipment 0 Truss Calculations and layout as applicable O Mech. Plan / Duct Schematic, equipment location (wet -stamped and signed.) 0 Fireplace Specifications, if applicable 0 Foundation Plan CI Planning / Fire / Engineering approval O Electrical Plan/Load Calculations ❑ Fire Sprinkler plans (required at time of submittal) O Health Department approval Bldg. 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T V1 O to a D d m 0� 3 Iz 0 w � b o m S X z S 0 m m m ^^ m UJ o � K N � o <w CD 0 c N o� z e C) to o m o y 3 pr m 0 Elm m w 0.�0 Cl m 0 rn 'n e O `c m oa o v 3 4D o: n.7 a 0 �o 0 su �r �a z A e m n a' 3 D S � D 3 s C: cixl CD m N N � 3 w K 78 1 cr " w CL m 7 m S (v A iD G w D -n N a 3i 09 nCLM .m 0 m 0 X D IV 0 OJ v D N O. — n 0 O —;D 0 N — P N� (f Na � -0 C.) 03 � v D N O — C) 0 O — p 0 O -� �CD ou 'y* y 3 �p N - m y D C = A) _ � to W x CD = 3 C N N A �G n N Z1 Z v (D y A CD n ((DD a M 7C X- Q O s N N lD ti a fD 7C X� M Z �• n rev tau O v c ? O W C� (�D (D G c CL r2 m m "K o tz i'" ' m m a :+n io to C) 0 Z CD :y i rOC . ,D : C9 ... CDCD . V Z (D O N OCZL :3 C to 0" 9? 0 N a. N `c c a m r. 3 0 0 �w0., 3 a m c 4 Q a m cz . ZCL N- C aco(D ca n OO 2. e K1Q GI ai oNi ay Z c n rt G' O QN in NW CD -0�., 3 _ off^ o f � �' m vs 'tni.� CD c ny Z) CD 0 OL 0 CD NN(D om ?-O m-+ m V CL §o3 aO yc N m C�• 0 3 p .� O m N m ®. O m cD a. n—n � Oa_7i. �'® 3` 0 0 (ado aj w �3 o � C 0as 7 O mp 0- < A j O c co N O co 1 W m H m (n O 3 O7 61 a W (L = Q Gl 3 0 0 `nC N to � • n � �j' (D 3 v w Vp ow , N }ma ? cD cr3 IQ M D N -3+.w S a 'to Zi ,moo s� 'a sp a Q C) (A ` CD � FD 8. m O C m 0)a (n L"J T wsd ' $ M :D 0 rL a c 'o Ito IrL 0 r. S 3 0 m o m 3 m 4 o 0 n c 3 m A Cl) p O '+ b BUILDING PERMIT APPLICATION Date 5"4' /? Plan Check Deaosit Fees: Building: Fire: Project Address q'T7 �5 c it) L0'C'A/2 Assessor's Parcel # Owner's Name Phone # Za S c9",12 Ll511 Owner's Addres / Contractor's Name LO C t 6 CON6 0 C-7 ea} Phone #. 7&o G$C Glc# 7913, 2 to (3 Contractor's Address p4e6DAl 7'1wl L Architect's Name_Phone # Lic:# Architect's Address Engineer's Name Phone # Engineer's Address Lie.# CONTACT PERSON Address PHONE FAX EMAIL Business License. # act -AT l3, Expiration Date '� �� P Lot Size (sf.) Building Use Type of Const. Occupancy Groups) - Sprinkled Project Square Footage: Building Garage Carport Patio (type) Project D scri tion �m '®—' 1 s Total Value of Work $ , ov 14o4f ^ e �-5igw cCt U & e � cam--- r^u,.s.P c�rL�� , LitAll submittals of ew Construction Sin le Famil Residence and A ditions a 40° increase in building sauare footaae (including Casitas) are subiect to Public Works and Engineering Conditions of WHERE INDICATED BY A CHECK, SUBMIT 4 SETS (Minimum size of plans •18 x 24" Minimum scale'." =1 ;Maximum size of plans 40" x 360) 0 Complete Application. 13 Plot Plan with lot square footage. 0 Drainage Plan: show lot corner elevations. 0 Structural Calculations, if applicable (wet -stamped and signed) 0 Floor Plan, dimensioned. Door &Window Schedule 0 Framing Plan with sections and elevations O Truss Calculations and layout as applicable (wet -stamped and signed.) 0 Foundation Plan Cl Electrical Plan/Load Calculations 0 Health Department approval CI Waste, Drain & Vent Isometric O Gas!Water Piping Isometric (dimensioned layout) 0 Details showing compliance with accessibility. requirements ❑ Site Plan showing parking for persons with disabilities and path of travel to building entrance 0 Title 24 (Energy) — 2 sets/ Lighting Compliance Forms ❑ Manufacture's brochure for HVAC equipment O Mech. Plan / Duct Schematic, equipment location 0 Fireplace Specifications, if applicable 0 Planning / Fire J Engineering approval 0 Fire Sprinkler plans (required at time of submittal) Bidg. Plan Check # 20l % — t 6'4 (, Planning Case Signature Date 02/1312017 Submitted Owner Luxury Reinvestments Contractor Eagle Construction Architect Engineer Lot # Block # 9 H Lot Size 11025 Building Sq. Ft New 1464 Use of building Single Fam Res Fire Sprinkler Units 0 Describe work in detail: Kitchen/bath Remodel Special Conditions: City of Palm Springs BUILDING PERMIT Building Address: 979 San Lorenzo Rd Case No.: Address 979 San Lorenzo Palm Springs CA Address 159 Oregon Trl Palm Springs CA Address Address Permit Wes R. Technician Phone 706 822 4544 Phone Lic. Number 760 636 6740 783210 Phone Phone Tract Parcel Number TAHQRIVEREST 508-263-003 Zone Occupancy Garage/Carport Roofed Patio/Porch 0 0 Permit Type Kitchen/Bath Remodel Valuation Permit Fees Paid 15000.00 531.21 Remodeled Area 0 Const. Type Fixture Units DO NOT CONCEAL OR COVER ANY CONSTRUCTION UNTIL THE WORK IS INSPECTED IMPnPTA NT The issuance of this permit shall not be held to be an approval of the violation of any provisions of any city or county ordinance or state law. Inspections of work are subject to an approved set of plans being on the job. Changes to plans are not to be made without permission of the Building and Safety Divisions. The owner and/or contractor is responsible for establishing all property lines. All utilities must be underground. This permit will expire if work is not started in 180 days or if more than 180 days elapses between inspections. I certify that I am familiar with all requirements of the City of Palm Springs as they apply to this permit and understand that these requirements must be completed prior to final inspection and that no certification of occupancy will be issued until such time as these requirements are met. I certify that I have read this applic and state that t e information is true and correct. X S PECTIONS CALLED G Z I/ 3 l 1-7 [r uF1LE Ex r,CLOSED D OWNER ONTRACTOR/AGE T DATE ISSUED BY Finaled This is a building permit when properly filled out, signed and validated, and is not transferable. PERMITNUMBER 2017-502 LJ INSPECTION INFORMATION No work shall be concealed without a signature by the inspector. The approved plans and this card must always be available to the inspector. Preserve this record. A permit shall expire and become null and void if substanial work is not commenced within 180 days, or if the work is suspended or abandoned for a period of 180 days. If the work is progressing but approaching the end of the 180 day period from the last recorded day of a passed inspection, a progress inspection must be obtained to keep an active permit. CONSTRUCTION HOURS Weekdays 7am to 7pm Saturdays 8am to 5pm Sundays & Holidays Not Permitted JOB NOTES: JOBCARD Project address: 979 San Lorenzo Rd Permit #: 2017-502 Inspection hours 8AM - 4PM Monday - Thursday Inspection request line (760) 323-8243 Building Department (760) 323-8242 Building Department Fax (760) 322-8342 KITCHEN/BATH INSPECTIONS Ground Plumbing DO NOT COVER UNTIL THE ABOVE IS SIGNED Electrical Mechanical Plumbing Framing DO NOT INSULATE UNTIL THE ABOVE IS SIGNED Insulation Drywall Lath dqau-0 Gas Pressure '1 Final NSPECTIONS CALLED PERMIT EXPIRED FILE CLOSED p`s 0 City o Palm f Springs Paid Recopt Summary p rin g 3200 East Tahquitz Canyon Way Page 1 of 1 J` ` Palm Springs, CA 92262 lFo'� DATE 2/13/2017 Phone: Bldg: 760-323-8242 Eng: 760-323-8253 Fax: See Below ACCOUNT: Eagle Construction 159 Oregon Trl Palm Springs CA 92262 Phone: 760 636 6740 PERMIT NUMBER 1 2017-502 979 San Lorenzo Rd Palm Springs, CA Date Reference Number Invoice Number FeeCat Description Status Amount 2/13/2017 2017-502 17-0545 001-32201 REMODEL -RESIDENTIAL (KITCHEN& BATH) Paid (-) 468.00 2/13/2017 2017-502 17-0545 001-32204 PERMITPROCESSINGFEE Paid (-) 34.32 2/13/2017 2017-502 17-0545 001-32219 S.B.1473 Paid (-} 1.00 2/13/2017 2017-502 17-0545 001-34308 Microfilm Paid (-} 3.74 2/13/2017 2017-502 17-0545 001-37111 SMIP1 Paid (-} 1.50 2/13/2017 2017-502 17-0545 261-32214 Technology Fee Paid (-) 22.65 Date InvoiceNum Status Payment Amount 2/13/2017 2/13/2017 17-0545 17-0545 OriginalDue Paid CreditCard 531.21 (-) 531.21 Total Paid 531.21 Building Fax #: 760-322-8342 Engineering Fax #: 760-322-8325 Building Demolition Permit Requirements aly of Palm Springs P.O. Box 2743 Palm Springs, CA 92263 Section 19827.5 Health and Safety code. 19827.5 A demolition permit shall not be issued by any city, county, city and county or state or local agency which is authorized to issue demolition permits as to any building or other structure except upon the receipt from the permit applicant of a copy of each written asbestos notification regarding the building that has been required to be submitted to the United States Environmental Protection Agency or to a designated state agency (SCAQMD), pursuant to Part fit of Title 40 of the Code of Federal Regulations. The permit may be issued without the applicant submitted a copy of the written notification if the applicant declares that the notification is not applicable to the scheduled demolition project. I (we) declare that notification to the US Environmental Protection Agency or to a .designed state agency such as South Coast Air Quality Management District, pursuant to Part 61, Title 40 of the Code of Federal Regulations or the successor to that part is not applicable to the demolition project for which building permit application is made. 9�-7 Z S; ,,/L) Le--c2,6�Z0 Jobsite Address Signature 41; /2 ft— In— 6,4(vi z , Printed Name 60-1. h,-- �-� - Official Capacity (owner, contractor, etc.) Ar��Ce S ryer Company Address `� 0 fa3( 6, -7 L(D Phone number i • BUILDING PERMIT APPLICATION Date !i'��' i� Plan Check Deoosit Fees: Building: Project Address q-1 % 3 A N CkRe1v20 Assessor's Parcel # Fire: Owner's Name (=dkaPhone # a-5 =1-/ 1W Owner's Address t(� Contractor's Name - vZ ' Phone # '7(0D (03G 6 Llc# Contractor's Address f5fl Df6-60A) j Z-�((U 5 Lot, g22G>Z Architect's Name Phone # Lic.# Architect's Address Engineer's Name Phone # Lic.# Engineer's Address CONTACT PERSON Address PHONE FAX EMAIL Business License. # ;` Expiration Date 2.olb Lot Size (sf.) Building Use9L----�Type of Const. ` Occupancy Group(s) Sprinkled Project Square Footage: Building 2, ? . Garage_&Carport Patio (type 1 C0� Ode ~jam Project Description �-' Total Value of Works 7 WHERE INDICATED BY A CHECK, SUBMIT 4 SETS (Minimum size of plans*18 x 24° Minimum scale' =1 ;Maximum size of plans 40" x 3T) ❑ Complete Application. 17 Waste, Drain & Vent Isometric ❑ Plot Plan with lot square footage. ❑ Gas/Water Piping Isometric (dimensioned layout) ❑ Drainage Plan: show lot corner elevations. ❑ Details showing compliance with accessibility. ❑' Structural Calculations, if applicable requirements (wet -stamped and signed) ❑ Site Plan showing parking for persons with ❑ Floor Plan, dimensioned. Door & Window disabilities and path of travel to building entrance Schedule ❑Title 24 (Energy) - 2 sets/ Lighting Compliance. Forms 13 Framing Plan with sections and elevations ❑ Manufacture's brochure for HVAC equipment ❑ Truss Calculations and layout as applicable ID Mach. Plan / Duct Schematic, equipment location (wet -stamped and signed:) ❑ Fireplace Specifications, if applicable ❑ Foundation Plan ❑ Planning / Fire / Engineering approval 0 Electrical Plan/Load Calculations 0 Fire Sprinkler plans (required at time of submittal) O Health Department approval Bldg. Plan Check # Planning Case Signature 0 0 OWNER / BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason (Section 70 31.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any Structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 commencing with Sec. 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).) Please check one of the following: ❑ 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 of the Business and Profession Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such 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 of the Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) ❑ 1 am exempt under Sec. the Business and Professions Code for this reason: Owner Signature: Date: LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under the provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. The following applies to B contractors only: I understand the limitations of Section 7057 related to my ability to take prime contracts or subcontracts involving specialty trades. License Class: A State Lic. No.: ?�33 ? ( 6) City Bus. Lic. No. Print Name on License: G-1 CpA)S-q-- Phone: 7M b3ry /i-AX0 Address: l 1 5-19 d ie-(5-60 P ` "Z--1 L Every county or city which requires the issuance of a permit as a condition precedent to the construction, alteration, improvement, demolition or repair of any building or structure shall require that each applicant for the permit sign a declaration under penalty of perjury verifying workers' compensation coverage or exemption from coverage as required by Section 19825 of the Health and Safety Code. I, hereby affirm under penalty of perjury one of the following declarations: ❑ I HAVE AND WILL MAINTAIN A CERTIFICATE TO SELF INSURE for worker's 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: Policy No. ❑ I CERTIFY that in the performance of work for which this permit is issued, I SHALL NOT EMPLOY ANY PERSON, in any manner so as to become subject tfi 'compensation laws of California, and agree that if I should become subject to the worker's compensation provisi3700 of the Labor Code, I shall for with comply with those provisions. Contractor or Agents Signature: J Date: Disclosure Form City of Palm Springs, CA Page 1 670�, Jr L2 6-7 PALM SPRINGS UNIFIED SCHOOL DISTRICT • 2017-00300 980 East Tahquitz Canyon Way, Suite 204, w e 10/02/2017 Palm Springs, CA 92262 ADDITION 760.416.6159 DEVELOPER / OWNER CERTIFICATE OF BUILDING FEE COMPLIANCE DEVELOPER / OWNER INFO WATION Luxery Estates CA LLC -- "Amei Iva,* Desert Bird Devebpmeot & Landscaping Daw,m449n.e 9377 El Mlmdor Blvd - Desert Hot Springs CA 92240 1rrne's Jessie Jay Bird con,vd (442) 274-662D c�-air ��rte SCHOOL DISTRICT CERTIFICATION The person executing this declaration ("Applicant") certifies under penalty of perjury that (1) the information provided is true and correct to the best of the Applicant's knowledge and that Applicant will file an amended certificate of compliance and pay the additional amounts due if Applicant increases the amount of square footage after the building permit is issued, or if the initial determination square footage is found to be incorrect, and that (2) the Applicant is authorized to sign on the owner/developer of the property. All requests for refunds must be accompanied by documentation verifying basis for refund. Date A Ig Clerk 10/0212017 E DEVELOPER/OWNER/DESIGNEE CERTIFICATION Section 66020 of the Government Code enacted by Assembly Bill 3081, effective January 1, 1997, requires that School District provide a written notice to the project applicant at the time of payment of school fees, mitigation payments or other exactions ("Fees"), of (1) 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 such payment of performance of any other requirement as described in Section 66020 of the Government Code. 1. SCHOOL DISTRICT 2. AGENCY 3. CUSTOMER RECEIPT PAGE 1 OF 2 John Shoemaker From: Rick Minjares Sent: Tuesday, August 29, 20171:09 PM To: John Shoemaker; Taja Sims; Angela LaFrance Cc: Kim Floyd; Wes Remaklus Subject: 979 San Lorenzo, BPC# 2017-1646, E-4201 O.K..to issue permits, no grading plans (less than 50 cuyd), if you have any questions please let me know. Rick Minjares Engineering Associate City of Palm Springs 760-323-8253 ext.8741 Date: May 18, 2017 To: Director of Building & Safety From: Engineering Services Department APPLICATION FOR APPROVAL OF AN ADDITION TO A SINGLE FAMILY RESIDENCE LOCATED AT 979 SAN LORENZO, (APN 508-263-003), SECTION 23, TOWNSHIP 4 S, RANGE 4 E, S.B.M., BLDG. P.C. NO. 2017-1646, ENG. FILE NO.4201. The Engineering Services Department recommends that if this application is approved, such approval is subject to the following conditions being completed in compliance with City standards and ordinances. Before final acceptance of the project, all conditions listed below shall be completed to the satisfaction of the City Engineer. All Grading Plans, Improvement Plans, Required Studies and Documents listed below, must be submitted to Engineering Services Department for review and approval. STREETS ENG 1. The Engineering Services Department recommends deferral of off -site improvement items (identified as "Deferred') at this time due to lack of full improvements in the immediate area. The owner shall execute a street improvement covenant agreeing to construct all required street improvements upon the request of the City of Palm Springs City Engineer at such time as deemed necessary. The covenant shall be executed and notarized by the property owner(s) prior to approval of the Grading Plan or issuance of grading or building permits. A current title report; or a copy of a current tax bill and a copy of a vesting grant deed shall be provided to verify current property ownership. A covenant preparation fee in effect at the time that the covenant is submitted shall be paid by the applicant prior to issuance of any gradingor r building permits. ENG 2. Any improvements within the public right-of-way require a City of Palm Springs Encroachment Permit. All improvements are subject to inspection and a 24 to 48 hour inspection notification is required. SAN LORENZO ENG 3. Construct a 6 inch curb and gutter, 18 feet south of centerline along the entire frontage in accordance with City of Palm Springs Standard Drawing No. 200. "Deferred" ENG 4. Construct a driveway approach in accordance with City of Palm Springs Standard Drawing No. 201. "Deferred' ENG 5. Construct a 5 feet wide sidewalk behind the curb along the entire frontage in accordance with City of Palm Springs Standard Drawing No. 210. "Deferred' ENG 6. Construct pavement with a minimum pavement section of 2 '/2 inches asphalt concrete pavement over 4 inches crushed miscellaneous base with a minimum subgrade of 24 inches at 95% relative compaction, or equal, from edge of proposed gutter to clean sawcut edge of pavement along the entire frontage in accordance with City of Palm Springs Standard Drawing No. 110. (Additional pavement removal and replacement may be required upon review of existing pavement cross -sections, and to ensure grade breaks of the pavement cross- section do not occur within a travel lane.) If an alternative pavement section is proposed, the proposed pavement section shall be designed by a California registered Geotechnical Engineer using "R" values from the project site and submitted to the City Engineer for approval. "Deferred' ENG 7. Construct 2 inch asphalt concrete pavement over compacted native subgrade or install appropriate landscaping and ground cover to provide adequate dust control measures, meeting the approval of the Director of Planning Services and City Engineer, from edge of pavement to property line along the entire frontage, excluding approved driveway locations. "Deferred' ENG 8. All broken or off grade street improvements along the project frontage shall be repaired or replaced. SANITARY SEWER ENG 9. All sanitary facilities shall be connected to the public sewer system. The existing sewer service to the property shall be used for new sanitary facilities. New laterals shall not be connected at manholes. GRADING ENG 10. Submit cut and fill quantities to City Engineer to determine if a Grading Plan is required. If required, the Grading Plan shall be submitted to the Engineering Services Department for review and approval by the City Engineer prior to issuance of grading permit. If the earthwork quantity is less than 50 cubic yards, a formal grading plan is not required. To qualify for the exemption, a signed original written statement of design earthwork quantities from the owner (or design professional, prepared on company letterhead) shall be provided to the Engineering Services Department. Exemption of a formal Grading Plan reviewed and approved by the City 2 Engineer does not exempt the applicant from a site grading plan that may be required from the Building Department, or any other requirement that may be necessary to satisfy the California Building Code. a. Fugitive Dust Control Plan shall be prepared by the applicant and/or its grading contractor and submitted to the Engineering Services Department for review and approval. The applicant and/or its grading contractor shall be required to comply with Chapter 8.50 of the City of Palm Springs Municipal Code, and shall be required to utilize one or more "Coachella Valley Best Available Control Measures" as identified in the Coachella Valley Fugitive Dust Control Handbook for each fugitive dust source such that the applicable performance standards are met. The applicant's or its contractor's Fugitive Dust Control Plan shall be prepared by staff that has completed the South Coast Air Quality Management District (AQMD) Coachella Valley Fugitive Dust Control Class. The applicant and/or its grading contractor shall provide the Engineering Services Department with current and valid Certificate(s) of Completion from AQMD for staff that have completed the required training. For information on attending a Fugitive Dust Control Class and information on the Coachella Valley Fugitive Dust Control Handbook and related "PM10" Dust Control issues, please contact AQMD at (909) 396-3752, or at http://www.AQMD.gov. A Fugitive Dust Control Plan, in conformance with the Coachella Valley Fugitive Dust Control Handbook, shall be submitted to and approved by the Engineering Services Department prior to approval of the Grading plan. b. The first submittal of the Grading Plan shall include the following information: a copy of final approved conformed copy of Conditions of Approval; a copy of a final approved conformed copy of the Site Plan; a copy of current Title Report; a copy of Soils Report. ENG 11. Prior to approval of a Grading Plan (or issuance of a Grading Permit), the applicant shall obtain written approval to proceed with construction from the Agua Caliente Band of Cahuilla Indians, Tribal Historic Preservation Officer or Tribal Archaeologist ( a copy of the written approval must be provided to the City) . The applicant shall contact the Tribal Historic Preservation Officer or the Tribal Archaeologist at ACBC1- THPOCc7apuacaliente.net to determine their requirements, if any, associated with grading or other construction. The applicant is advised to contact the Tribal Historic Preservation Officer or Tribal Archaeologist as early as possible. If required, it is the responsibility of the applicant to coordinate scheduling of Tribal monitors during grading or other construction, and to arrange payment of any required fees associated with Tribal monitoring. R1 ENG 12. In accordance with an approved PM-10 Dust Control Plan, temporary dust control perimeter fencing shall be installed. Fencing shall have screening that is tan in color; green screening will not be allowed. Temporary dust control perimeter fencing shall be installed after issuance of Grading Permit, and immediately prior to commencement of grading operations. ENG 13. Temporary dust control perimeter fence screening shall be appropriately maintained, as required by the City Engineer. Cuts (vents) made into the perimeter fence screening shall not be allowed. Perimeter fencing shall be adequately anchored into the ground to resist wind loading. ENG 14. Within 10 days of ceasing all construction activity and when construction activities are not scheduled to occur for at least 30 days, the disturbed areas on -site shall be permanently stabilized, in accordance with Palm Springs Municipal Code Section 8.50.022. Following stabilization of all disturbed areas, perimeter fencing shall be removed, as required by the City Engineer. ENG 15. Drainage swales shall be provided adjacent to all curbs and sidewalks to keep nuisance water from entering the public streets, roadways, or gutters. ENG 16. In accordance with City of Palm Springs Municipal Code, Section 8.50.022 (h), the applicant shall post with the City a cash bond of two thousand dollars ($2,000.00) per disturbed acre (if there is disturbance of 5,000 square feet or more) at the time of issuance of grading permit for mitigation measures for erosion/blowsand relating to this property and development. ENG 17. A Geotechnical/Soils Report prepared by a California registered Geotechnical Engineer shall be required for and incorporated as an integral part of the grading plan for the proposed development. A copy of the Geotechnical/Soils Report shall be submitted to the Engineering Services Department with the first submittal of a grading plan (if required) or prior to issuance of any permit. ENG 18. The applicant shall provide pad (or finish floor) elevation certifications for all building (or structure) pads in conformance with the approved grading plan (if required), to the Engineering Services Department prior to construction of any building (or structure) foundation. ENG 19. In cooperation with the Riverside County Agricultural Commissioner and the California Department of Food and Agriculture Red Imported Fire Ant Project, applicants for grading permits involving a grading plan and involving the export of soil will be required to present a clearance 4 document from a Department of Food and Agriculture representative in the form of an approved "Notification of Intent To Move Soil From or Within Quarantined Areas of Orange, Riverside, and Los Angeles Counties" (RIFA Form CA-1) prior to approval of the Grading Plan (if required). The California Department of Food and Agriculture office is located at 73-710 Fred Waring Drive, Palm Desert (Phone: 760-776- 8208). DRAINAGE ENG 20, All stormwater runoff across the property shall be accepted and conveyed in a manner acceptable to the City Engineer and released to an approved drainage system. Stormwater runoff may not be released directly to the adjacent streets without first intercepting and treating with approved Best Management Practices (BMPs). GENERAL ENG 21, Any utility trenches or other excavations within existing asphalt concrete pavement of off -site streets required by the proposed development shall be backfilled and repaired in accordance with City of Palm Springs Standard Drawing No. 115. ENG 22. All proposed utility lines shall be installed underground. ENG 23. The record property owner shall enter into a covenant agreeing to underground all of the existing overhead utilities required by the Municipal Code in the future upon request of the City of Palm Springs City Engineer at such time as deemed necessary. The covenant shall be executed and notarized by the property owner and submitted to the City Engineer prior to issuance of a grading permit. A current title report or a copy of a current tax bill and a copy of a vesting grant deed shall be provided to verify current property ownership. A covenant preparation fee in effect at the time that the covenant is submitted shall be paid by the applicant prior to issuance of any grading or building permits. ENG 24. All existing utilities shall be shown on the improvement plans if required for the project. The existing and proposed service laterals shall be shown from the main line to the property line. ENG 25. Upon approval of any improvement plan (if required) by the City Engineer, the improvement plan shall be provided to the City in digital format, consisting of a DWG (AutoCAD 2004 drawing file), DXF (AutoCAD ASCII drawing exchange file), and PDF (Adobe Acrobat 6.0 or greater) formats. Variation of the type and format of the digital data to be submitted to the City may be authorized, upon prior approval by the City Engineer. ENG 26. The original improvement plans prepared for the proposed development and approved by the City Engineer (if required) shall be documented with record drawing "as -built" information and returned to the Engineering Services Department prior to issuance of a final certificate of occupancy. Any modifications or changes to approved improvement plans shall be submitted to the City Engineer for approval prior to construction. ENG 27. Nothing shall be constructed or planted in the corner cut-off area of any driveway which does or will exceed the height required to maintain an appropriate sight distance per City of Palm Springs Zoning Code Section 93.02.00, D. C_' ENG 28. A minimum of 48 inches of clearance for accessibility shall be provided on public sidewalks. Minimum clearance on public sidewalks shall be provided by either an additional dedication of a sidewalk easement if necessary and widening of the sidewalk, or by the relocation of any obstructions within the public sidewalk along the frontage of the subject property. ENG 29. All damaged, destroyed, or modified pavement legends, traffic control devices, signing, striping, and street lights, associated with the proposed development shall be replaced as required by the City Engineer prior to issuance of a Certificate of Occupancy. ENG 30. Construction signing, lighting and barricading shall be provided during all phases of construction as required by City Standards or as directed by the City Engineer. As a minimum, all construction signing, lighting and barricading shall be in accordance with Part 6 "Temporary Traffic Control' of the California Manual on Uniform Traffic Control Devices (CAMUTCD), dated Novem er 7, 2014, or subsequent editions in force at the time of constr c# n. 17 l ' Approved: Savat Khamphou Senior Civil Engineer r; Date: CITY OF PALM SPRINGS TRANSMITTAL FORM Date: 07/19/2017 Subject: SFD Addition Address: 979 E San Lorenzo Road Permit #: 207-1646 Plan Checker: CSG Consultants, Inc. fire.planner ,palmsprings-ca.gov / 760-323-8184 Status: of project: XX Plan is approved Plan is approved with conditions Plans were received for the following type Plan is approved with redlines Plan requires corrections, see attached list Other: Remarks: Fire Sprinklers Fixed Fire Protection System Automatic Fire Alarm System Manual Fire Alarm System Sprinkler Monitoring System Water Flow Monitoring System Other: Plan Review Comments or Corrections 7- M Building Demolition Permit Requirements City of Palm Springs P.O. Box 2743 Palm Springs, CA 92263 Section 19827.5 Health and Safety code. 19827.5 A demolition permit shall not be issued by any city, county, city and county or state or local agency which is authorized to issue demolition permits as to any building or other structure except upon the receipt from the permit applicant of a copy of each written asbestos notification regarding the building that has been required to be submitted to the United States Environmental Protection Agency or to a designated state agency (SCAQMD), pursuant to Part 61 of Title 40 of the Code of Federal Regulations. The permit may be issued without the applicant submitted a copy of the written notification if the applicant declares that the notification is not applicable to the scheduled demolition project. I (we) declare that notification to the US Environmental Protection Agency or to a designed state agency such as South Coast Air Quality Management District, pursuant to Part 61, Title AO of the Code of Federal Regulations or the successor to that part is not applicable to the demolition project for which building permit application is made. Printed Name Capacity (owner/contractor, etc.) Company Address 22� 81�7 LC5q� Phone number SKETCH/AREA TABLE ADDENDUM APN 50826=13-7 Dew/Pin CUSTOM Address 979 SAN LORENZO RD City PALM SPRINGS County RIVERSIDE State CA Zip 92284 Permit PI/Mes RE -DRAWN FROM BUILDING RECORD_ Date Drawn SEPTEMBER 21, 2004 _ Appraiser No SCHON Property of RIVERSIDE COUNTY ASSESSOR 13.0' N N Att Gar 325.0 sf 37.0' ----------------------------------------------- 18.0' N CCP 1/5 216.0 sf 72.a First Floor 1/1 1707.0 sf A 9.0, 7 AREA CALCULA IONS SUMIMIR f Code Description Factor - Net Slm . _ ` Perimeter Net Totals . .......... GLi►1 rivet rloor 1/1 1.00 1707.00 200.2 1707.00 ATT GRR Att Gar 1.00 325.00 76.0 325.00 0CP1/5 CCP 1/5 1.00 216.00 60.0 216.00 CCP CCP 1.00 133.00 52.0 133.00 TOTAL LIVABLE (rounded) FU ,er" C- ty aww.w APEX soFWAW e0045919 sa 1707 19.0' CCP 1/8 133.0 sf 5.0' 19.0' b ad b Scale: 1- 12 LIVING AI EA BREAKDOWN ars'"m R Subtotals rivet rloor i/1 16.0 x 25.0 400.00 4.0 x 9.0 36.00 0.5 x 1.0 x 4.0 2.00 0.5 x .0 2.00x 1 4060 2.0 25.0 x 37.0 925.00 6 Calculations Total (rounded) 1707 ApO100. APaa Z y Cj i �� QL W W z a J J Lu can E a izi i H c _8 LL +: O v J C o V � 0 V � v� o z ). }> r z o o W J z z W) LD N N O O 00 r r O O O C. 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