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9907-618 (SFD)LICENSED CONTRACTOR, DECLARATION I hereby affirm under penalty of perjury that I'am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License r# 0641 0LiLic. Class Exp. Da�tte 13112W ,Date.Signature of Contractor a ' OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury, that I am exempt from the Contractor's License Law for the following reason: 4: k. ( )' I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business &.Professionals Code). ( ) I, as owner of the property'.. am exclusively .contracting with' licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). �^ () I am exempt under Section - ,B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty. of perjury one of the. following declarations: () I have and will maintain a certificate of consent to self insure for.morkers' compensation, as provided' for by Section 3700 of the Labor Code"for the rfonce of the work for which this permit is issued. /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'& policy ho. are: Carrier-IMN11 141id.`i,ii:tu�CY Policy No. A ' (This section need not be completed if the permit valuation is for $100.00 -or less): () I certify that in the performance of the work for which this permit is issued, I shall not employ.- any person in any manner so as to become subject to .the workers' compensation laws of California, and agree that if I should become subject to the workers' compensatioh. provisions of Section 3700 of the Labor Code, I shall fo hwith comply w'th tZgse prodjsions. Date: Applicant �d� -� -� ��4 Warni g: Failure to secure Workers' Compensation coverage,is unlawful and shall subject an employer to criminal penalties and civil fines up.to.$100,000, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest,and attorney's fees. . IMPORTANT Application is. hereby made to the Director of. Building and Safety for 'a permit subject .to the. conditions . and 'restrictions set forth . on his application. 1*. Each person upon whose behalf this application is made& each person at „whose request and for whose benefit work is performed under or pursuant to any permit issued as a result'of this applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta,'its officers,. agents and employees. 2. Any permit issued as'a result of this application becomes null and void if work is not commenced within 080 days from date of issuance,of such ,permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above_ information is correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property or inspection purposes. .S;g nature (Owner/Agent)' (j •aN D, id77 s "99 # fa BUILDING ' . PERMIT9907418* ,`' +�PERMIT'. xyERM��pIT DATE � VALUATION_ - S;rk't1.792.6 0 LOT �. TRACT 2Rl89 JOB SITE 7.4-4440TONIWAOLANEINOMIA APN 1161521-4911I ADDRESS OWNER, CONTRACTOR DESIGNER ENGINEER is Ea l Af�i1iILl' - M11R011110h t QUA.RjZ`t t,P3 t.. ' . • . .. 78-120 CiU LE f-,&J.AC.D0 #,' 06 LA c� iENTA CA 92233 LAQti.TWA CA. 92253 X760)7"7-7619 C.8Lff V51 Z y USE OF PERMIT AM kryCY2 jl �' .i��i +Y 140T I�^iC`UX1— ' i3.�..1�C:1ti �dlIS.�.�a O POOL di. .,,.STOW .rGyNn .w n•.4 0 H,. PC1RC't'4ii?c' Tio 328.66 SP, C: �'iil+:hk0IfXARF1t,aD:a. c.eirl s J.•�ST.I 9aA.KFED R..."Or R PC) VEE SUMMARY P:l,n?d �aN �'4'tC 's• a;� P3 } � 3 �ifJi}.,�t'�r�- ��, ti �, t,t}ai;i. tri 101.41100-439-3 I'S 4750,00 MKIC.Hr1NICALFH.E .. . i` l.rO.0f1-<i21.000' S1617.50 ts#. : 'kttCtil: pt:9 -401-000-420-Ift, SMZ2.117 PI Atp ME Din '1,►? t il9-f)4 Qy, 9-(N1t) lAty '6 S1RL7NG wtU`.`'rON0_71 . R,040. 109-000-241-000 s' tF,t Lf� i :tis Ts !01-0(A -42.3-000 11417.t� 13EV:E1.CtYER F fill? r .441417:t Wjl l-000-254..()'1!.1 15454 4R I'AW _ X .,FSS PR- FEES -$7510.00 s . ' • V�:o Fi. Att" L9� i✓7t�i\'irt VOnus �jim c. No ggam}�+ Ap ,L ��pp }��,,nnnn Venus �+y iJ4,60.t..oT 1 RECEIPT DATE BY sr J �_ DATE FINALED INSPECTOR INSPECTION RECORI, OPERATION DATE INSPECTOR BUILDING APPROVALS Set Backs Bond Beam Approval to Cover Forms Footings Equipment Location Shower Pans r Slab Grade 2 Underaround Plba. Test Steel 7 Encapsulation Gas Piping Roof Deck —Gei �l O.K. to Wrap Framing COMMENTS: Insulation _ Fireplace P.L. Fireplace T.O. Party Wall Insulation Party Wall Firewall Exterior lath r� Drywall - Int. Lath • j T OPERATION DATE INSPECTOR MECHANICAL APPROVALS Underground Ducts Ducts Return Air Combustion Air Exhaust Fans F.A.U. Compressor Vents Grills Fans & Controls Condensate Lines Final��e—) IA/(, BLOCKWALL APPROVALS POOLS -SPAS ;steel Set Backs Electric Bond Footings ; Main Drain Bond Beam Approval to Cover Plumbing Top Out Equipment Location Shower Pans Underground Electric Sewer Lateral Underaround Plba. Test Final I I I Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection 7 Encapsulation Gas Piping Gas Test �l Appliances Final COMMENTS: Final I I . ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures • Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power , t Final p Utility Notice (Perm) Desert Sands Unified School District 47-950 Dune Palms Road Notice: La Quinta, CA 92253 Document Cannot Be Duplicated 760-771-8515 Date 11/10/99 No. 19593 Owner NameJack Laughlin No. 79-440 City La Quinta Tract # CERTIFICATE OF COMPLIANCE Street Tom Fazio Lane North APN # 761-521-011 Jurisdiction La Quinta Permit # Log # Zip 92253 Study Area Lot # Square Footage 3426 Type of Development Single Family Residence Comments No. of Units 1 At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 1.93 X 3,426 or $ 6,612.18 the property listed above and that buildilag`V�" Permits and/or Certificates of Occupancy for this square footage in this proposed project may now bi sued q Fees Paid By cc/1St Community Bank Tele hone?;77-7611 :i Name on the check i �F By Dr. Doris Wilson. Superintendent Fee collected /exempted by Juanita Green Payment Received $6,612.18 Check No. 089453 Signature NOTICE: Pursuant of Assehly Bill 3081 (CHAP 549, STATS. 1996) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to run from e date on which the building or installation permit for this project is sssued or on which they are paid to the District(s) or to another public entity authorized to collect them on the District('s)(s') behatf, whichever is earlier. Collector: Attach a copy of county or city plan check application form to district copy for all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting a 03/30/00 18:01 WEI PEI STRUCTURAL ENGRS. INC. 4 9099201169 N0. 415 D01 WEI PEI STRUCTURAL ENGINEERS, INC. Structural/Seismic/Forensic 931 W. Holt Blvd, Suite 134, Ontario, CA 91762 Tel: (909) 937-0122 Fax: (909) 937-0120 March 30, 2000 To: Mr. George Gibson, President C&G' Construction Company, Inc. 965 North 2nd Ave, Upland, CA 91,786 Fax: 909-920-1169 Re: Structural Engineering for the proposed Loughlin Residence at 79-440 Tom Fazio North, La Quinta, CA. WPSE Job No.: 9153 Dear Mr. Gibson, Per your request, we are submitting following for the captioned project: 1) At front/left corner of the Living Room, where STHD 14 was called out on plan and PAHD42 was installed mistakenly, see Attachment A for the fix. 2) For Beam #3: 4-1000EJ16 between Nook and Kitchen, 4 -studs were, called out at each end on the plan. 3 -studs are adequate for the.beam reaction (See Attachment B). Contact us if there are questions. Acquire approval from the Building Dept. prior to the application of the revision/fix Thank you and appreciate the opportunity to provide service to your organization. Sincerely, WEI PEI STRUCTURAL ENGINEERS, INC. 9 0 NG��c�,y�i Wei'Pei, P.E., S.E. a President * No. S004032 EXP. 9-30.00 !i Attachment: (2) clj,`Cp`' 14�OF-CAL__, ` We can not control earthquakes, but we ane able to handle them better. 03/30/00 18:02 WEI PEI STRUCTURAL ENGRS. INC. 9099201169 WEI PEI STRUCTURAL ENGINEERS, INC. Strucmral/Seismic/Forensic 1 931 W. Holt Blvd., Suite D4, Ontario, CA 91762 TCI: (909) 937-0122 Fax: (909) 937-0120 4 7 V 0 F 004032 0 N0. 415 1?03 Sheet: WPSE J.N.: By: Date: 03/30/00 18:02 WEI PEI STRUCTURAL ENGRS. INC. 9099201169 •^' WEl PEl STRUCTURAL ENGINEERS, INC. Structural/Seismic/Forensic O+ 931 W. Holt Blvd., Suite D4, Ontario, CA 91762 Tel: (909) 937.0122 Fax: (909) 937.0120 . N0. 415 P02 Sheet: " WHh J.N.- By: Date: 4-4) 4-57 IAMfly� �pQRpFESs/pry CIO a 00a40�32 NO L, WEI PEI STRUCTURAL ENGINEERS, INC. Structural/Seismic/Forensic 931 W. Holt Blvd., Suite D4, Ontario, CA 91762 Tel: (909) 937-0122 Fax: (909) 937-0120 March 16, 2000 To: Turpin Construction 78-120 Calle Estado, Suite 206 La Quinta, Ca 92253 Fax: 760-777-7613 Attn: Mr. Bill Turpin, President Re: Framing observation for the Loughlin Residence at 79-440 Tom Fazio North, La Quinta, CA WPSE Job No.: 9153 Dear Mr. Turpin, Per your request, a field inspection for framing for the captioned property was performed by this office on 3/15/2000. It. was found that all framing elements including shear panels, diaphragms,. walls, posts beams, and headers, etc, were erected per the requirements or equivalent of design specifications provided or approved by this office and the construction quality meets the industrial standards. This letter only covers items visible and inspectable by naked eyes at the time of the inspection. This letter does not relieve the responsibility of the contractor to follow the plans and specifications. . Thank you and appreciate the opportunity to provide service to your organization. —.•:.neiistiffip%iR^:krttcs.:.i...•49iiT�= �!rr:+• Sincerely, WEI PEI STRUCTURAUENGINEERS, INC :y �� x QRflFESS/�� L W eu Yei, Y.E., 5.1;. i pcCAUF �- We can not control earthquakes, but we are able to handle them better. WEI PEI STRUCTURAL ENGINEERS, INC. Structural/Seismic/Forensic 931 W. Holt Blvd., Suite D4, Ontario, CA 91762 Tel: (909) 937-0122 Fax: (909) 937-0120 March 16, 2000 To: Turpin Construction 78-120 Calle Estado, Suite 206 La Quinta, Ca 92253 Fax: 760-777-1613 Attn: Mr. Bill Turpin, President Re: Framing observation for the Loughlin Residence at 79-440 Tom Fazio North, La Quinta, CA WPSE Job No.: 9153 Dear Mr. Turpin, Per your request, a field inspection for framing for the captioned property was performed by this office on 3/15/2000. It was found that all framing elements including shear panels, diaphragms, walls, posts beams, and headers, etc, were erected per the requirements or equivalent of design specifications provided or approved by this office and the construction quality meets the industrial standards. This letter only covers items visible and inspectable by naked eyes at the time of the inspection. This letter does not relieve the responsibility of the contractor to follow the plans and specifications. Thank you and appreciate the opportunity to provide service to your organization. Sincerely, WEI PEI STRUCTURAIANGINEERS, INC QpOFESSIp •'` Wei Pei, P.E., S.E. "a. S 004032 President * Exp. 9.30.00 We can not control earthquakes, but we are able to handle them better. EWEI PEI STRUCTURAL ENGINEERS, INC. �PStructural/Seismicffiorensic 931 W. Holt Blvd.,. Suite D4, Ontario, CA 91762 Tel: (909) 937-0122 Fax: (909) 937-0120 December 22, 1999 To: Mr. Bill Turpin, President Turpin Construction 78-120 Calle Estado, Suite 206 La Quinta, Ca 92253 Fax: 760-777-7613 Re: Structural Engineering for the proposed Loughlin Residence at 79-440. Tom Fazio North, La Quinta, CA. 1 -story, 3,426 s.f. and 538 s.f. garage. Roof truss inspection. WPSE Job No.: 9153 Dear Mr. Turpin, Per your request, we are submitting following for the captioned project - 2 Since the roof trusses will be assembled on the field, Wei Pei Structural Engineers, Inc., • the Engineer of Record, shall inspect and verify that all trusses are assembled per engineer's specifications and provide a conformance certificate to the Building Dept. to this regards prior to contractor's requesting roof diaphragm inspection. ` F Contact us if there are questions. Acquire approval from the Building Dept. 0 Thank you and appreciate the opportunity to provide service to your organization. Sincerely, WEI PEI STRUCTURAL ENGINEERS, INC. Wei Pei, P.E., S.E. President No. S004032 �+ E6.9-30-00 ._DF COS •. RF,C OVED DEC 2 7 15 We can not control earthquakes, but we are able to handle them better. - AN BU14%L.. 0,:/ JON TANDY 1 37630 Medjool Ave. ///V,),Palm Desert, CA 92211 REGISTERED INSPECTOR'S WEEKLY REPORT Office (760) 772-7192 Fax (760) 772-7193 Pager (760) 776-3338 TYPE OF INSPECTION PERFORMED O REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑ POST TENSIONED CONCRETE O ASPHALT ❑ REINFORCED MASONRY O FIRE PROOFING ❑ ❑ OTHER JOB TQC ION++0 Tom,1••X' ��t o ! ^ , N D . �v `� REPORT SEQUENCE N0. TYPE OF STR�ICTUREL PERMIT NO. D,4TE 'l DAY OF WEEK MATERIAL DESCRIPTION ARCHITECT INSS+PECE , MRS. CHARGED ENGINEER ASSISTANTS NRS. CHARGED INSPECTION DATE GENERAL `,SUB CONTRACTOR:- - V �kkpt o CONTRACTOR 0�SL� �=� Ac 3I TH X -'Z-4 "ny,u3.�d. COPY SENT TO CLIENT ❑ CONTINUED ON NEXT PAGE O PAGE OF CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. 30 NI�TI�RE OF REGIST xc-5 Co ("0/601 "0/ 60 Q OAT OF REPORT REGISTER NUMBER -1 JTL DESIGN & ENGINEERING'.:: ` 20351 Irvine Ave. Suite #2 f Santa Ana Heights, CA 92707 Tel: (714) 545-8470 Fax: (714) 545-8446 Cover sheet of 27 STRUCTURAL CALCULATIONS FOR PROJECT: PROJECT NO: 99-AO69 PROJECT ADDRESS: 79440 Tom Fazio North CLIENT: ADDRESS: DATE: LaQuinta , California CITY OF LA QUINTA Lot # 70 BUILDING & SAFETY DEPT. Tract # 28189 APPROVED FOR CONSTRUCTION Mr. & Mrs Min Loughli DATE &I—I l& — 8! (V) (912)-638-8502 C DFE 1105 River Club FESS/ Sea Island, Georgia � AR July 10, 1999 a Rev'd on Sept 19, 1999 Z Lu C 35023 Exp. 9-30-99 CIVIL SEP 2 0 1999 7 7 JTL DESIGN & ENGINEERING Date: July 10, 1999 20351 Irvine Ave. Suite 42 Job No: 99-AO69 Santa Ana Heights, CA 92707 By . _ PL Tel: (714) 545=8470 .Fax: (714) 545-8446 Sheet No: Loughlin's residence DESIGN CRITERIA Building Code: 1997 UBC Wind Pressure P=(Ce)(Cq)(Qs) (Iw) Seismic factor P= 0.8(Z)(Nv)(I)/R VERTICAL LOADS ROOF LOADS 70 MPH Exposue "C" H= 40'-0" P= 21.5 psf OR (2.5)(Ca)(I)/R whichever is greater FLOOR LOADS ROOFING -----------10.0 psf FLOORING ----------------------- 1.00 psf '/i" PLYWD-------- ---- 2.5 psf 1-1/2" LT. WT. CONC.--------13.75 psf RAFTERS -------------- 2.0 psf 3/a PLYWOOD------. 2.50 psf INSULATION-------- 1.0 psf JOISTS ------ ----------------------- 3.50 psf CEILING & MISC ---- 3.0 psf CEILING & MISC.------------ 1.25 psf BEAMS & GIRDERS--- 2.0 psf BEAMS & GIRDERS --- ------- 2.00 psf DEAD LOAD ----------21 psf LIVE LOAD (3:12) 20 psf MATERIALS DEAD LOAD ---------------------24.00 psf LIVE LOAD ---------------------- 40.00 psf BALCONY ----------- ------------ 60.00 psf CONCRETE --------------- 2500 psi @ 28 DAYS TYPICAL U.N.O. 2500 psi @ 28 DAYS FOR FOUNDATIONS & SLABS STEEL REINFORCING ------60000 psi FOR GRADE 60, #4 AND LARGER. 40000 psi FOR GRADE 40, #3 AND SMALLER. LUMBER: ---------------------DOUGLAS FIR NO: #1 (Fb=1000 psi) FOR F'b SEE SHT 2,3,4 GLUED LAM BEAMS -------- COMB. 24-F (F'b=2400 psi) STRUCTURAL. STEELS ----ASTM A36 (Fy=36 ksi ) TYPICAL A-500 FOR TUBE COLUMNS. SOIL INFORMATION -------1000 psf SOIL BEARING WITH NO SOIL REPORT 100- psf SOIL PASSIVE 0.25 FRICTION COEFFICIENT JTL DESIGN & ENGINEERING 20351 Irvine Ave. Suite #2 Santa Ana Heights, CA 92707 Tel: (714) 545-8470 Fax: (714) 545-8446 Loughlin's residence Timber Chart Allowable Bending Stresses (F'b) Date: July 10, 1999 Job No: 99-AO69 By PL Sheet No: Nominal Size (Bxd) Cf Size Factor DF No.2 Fb=875 psi DF no. l Fb =1000 psi DF No.l & Better Fb=1150 psi Select DF Structural Fb=1450 psi 2 x 3 1.5 1313 1500 1725 2175 2 x 4 1.5 1313 1500 1725 2175 2 x 5 1.4 1225 1400 1610 2030 2 x 6 1.3 1138 1300 1495. 1885 2 x 8 1.2 1075 1200 1380 1740 2 x 10 1.1 963 1100 1285 1595 2 x 12 1.0 875 1000 1150 1450 2 x 14 1.0 875 1000 1150 1450 3 x 4 1:5 1313 1500 1725 2175 3 x 5 1.4 1225 1400 1810 2030 3 x 6 1.3 1138 1300 1495 1885 3 x 8 1.2 1075 1200 .1380 1740 3 x 10 1.1 963 1100 1265 1595 3 x 12 1.0 875 1000 1150 1450 3 x 14 1.0 875 1000 1150 1450 3 x 16 1.0 875 1000 1150 1450. 4x4' 1.5 1313 1500 1725 2175 4 x 5 1.4 1225 1400 1610 2030 4 x 6 1.3 1138 1300 1495 1885 4 x 8 1.3 1138 1300 1495 1885 4 x 10 1.2 1075 1200 1380 1740 4 x 12 1.1 963 1100 1285 1595 4 x 14 1.0 875 1000 1150 1450 4 x 16 1.0 875 1000 1150 1450 I� Loughlin's residence JTL DESIGN & ENGINEERING 20351 Irvine Ave. Suite -42 Santa Ana Heights, CA 92707 Tel: (714) 545-8470 Fax: (714) 545-8446 Date: Julv 10, 1999 Job No: 99-AO71 By PL Sheet No: Nominal Cf DF No. 2 DF No. l DF Dense DF Select DF Dense S Size Size Fb=875 psi Fir 1350 psi No.l Structure Fb=1850psi (Bxd) Factor Fb=1550 psi Fb=1600psi 6 x 6 1.0 875 1350. 1550 1600 1850 6 x 8 1.0 875 1350 1550 1600 1850 6x 10 1.0 875 1350 1550 1600 1850 6 x 12 1.0 875 1350 1550 1600 1850 6x 14 0.987 864 1333 1530 1579 1826 6 x 16 0.972 851 1312 1507 1555 1798 6 x 18 0.959 839 1295 1487 1534 1774 6 x20 0.948 830. 1280 - 1469 1517 1754 6 x 22 0.937 820 1265 1452 1499 1734 6 x 24 0.928 812 1253 1438 1485 1717 8 x 8 1.0 875 1350 1550 1600 1850 8 x 8 1.0 875 1350 1550 1600 1850 8x 10 1.0 875 1350 1550 1600 1850 8x 12 1.0 875 1350 1550 1600 1850 8x 14 0.987 864 1333 1530 1579 1826 8x 16 0.972 851 1312 1507 1555 1798 8x 18 0.959 839 1295 1487 1534 1774 8 x 20 0.948 830 1280 1469 1517 1754 8 x 22 0.937 820 1265 1452 1499 173.4 8 x 24 0.928 812 1253 1438 1485 1717 10 x 10 1.0 875 1350 1550 1600 1850 10 x 12 1.0 875 1350 1550 1600 1850 10 x 14 0.987 863 1333 1530 1579 1856 10 x 16 0.972 851 1312 1507 1555 1795 10 x18 0.959 839 1295 1487 1534 1774 10 x20 0.948 830 1280 1469 1517 1754 10 x 22 0.937 820 1265 1452 1499 1734 12 x 12 1.0 875 1350 1550 1600 1850 12 x 14 0.987 863 1333 1530 1579 1826 12'x 16 0.972 851 1312 —1507 1555 1798 12 x 18 0.959 839 1295 1487 1534 1774- 12 x 20 0.948 830 1280 1469 1517 1754 12 x 22 0.937 820 1265 1452 1499 1734 12 x 24 0.928 812 1253 1435 1485 1717 Timber Chart: Douglas Fir -Larch Sheet 4 l Standard Area Section Moment Size DF No.2 DF No. l DF No.] & DF Select Size Size Size Modulus Of Inertia Factor Fr --95 psi Fb=875 psi Fb=1000 psi Better Structural (inches) (inches) (inches) In. •* (cf) Fb=1150 2 x4, 1.5 x 3.5 5.25 3.06 5.36 1.5 332 335 383 440 554 2 x 6 1.5 x 5.5 8.25 7.56 20.80 1.3 523 717 819 942 1,188 2 x 8 1.5 x 7.25 10.68 13.14 47.63 1.2 689 1,177 1,314 1,1511 1,905 2 x-10 1.5 x 9.25 13.88 21.39 96.93 1.1 879 1,717 1,961 2,255 2,823 2 x 12 1.5 x 11.25 16.88 31.64 177.96 1.0 1,069 2,307 2,638 3,032 3,823 2 x 14 1.5 x 13.25 19.88 43:89 290.78 1.0 1,259 3,200 3,658 4,208 5,303 3 x 4 2.5 x 3.5 8.25 5.10 8.93 1.5 523 558 638 7,333 924 3 x 6 2.5 x 5.5 13.75 12.60 34.66 1.3 871 1,195 1,385 1,570 1,979 3 x 8 2.5 x 7.25 18.12 21.90 79.39 1.2 1,148 1,962 2,190 2,519 3,176 3x 10 2.5 x 9.25 23.12 35.65 164.89 1.1 1,464 2,861 3,268 3,758 4,738 3 x 12 2.5 x 11.25 28.12 52.73 296.63 1.0 1,781 3,845 4,394 5,053 6,372 3 x 14 2.5 x 13.25 .33.12 73.15 484.63 1.0 2,078 5,334 6,096 7,010 8,839 3 x 16 2.5 x 15.25 38.12 96.90 738.87 1.0 2,414 7,068 8,075 9,286 11,709 4 x 4 3.5 x 3.5 12.25 7.15 12.51 1.5 776 782 894 1,028 1,296 4 x 6 3.5 x 5.5 19.25 17.65 48.53 1.3 1,219 1,674 1,912 2,199 2,773 4 x 8 3.5 x 7.25 25.38 30.66 111.5 1.3 1,607 2,908 3,322 3,820 4,816 4 x 10 3.5 x 9.25 32.38 49.91 230.84 1.2 2,051 4,471 4,991 5,740 7,237 4 x 12 3.5 x 11.25 39.38 73.83 415.28 1.1 2,494 5,925 6,768 7,783 9,813 4 x 14 ' 3.5 x 13.25 46.38 102.41 878.48 1.0 2,937 7,468 8,534 9,814 12,375 4 x 16 3.5 x 15.25 53.38 135.68 1,034.42 1.0 3,381 9,892 11,305 13,000 16,392 Allow DF No.2 DF No.I DF Dense DF Select DF Dense Sheer: Fb=875 psi Fb =1350 psi No. l Structural Select Stru 85 psi Fb=1550 psi Fb=1550psi Fb=1850p: 6 x 6 5.5 x 5.5 31.25 27.73 76.26 1.0 1,770 2,022 3,120 3,528 3,697 4,275 6 x 8 5.5 x 7.5 41.25 51.56 193.36 1.0 2,338 3,760 5,801 6,660 6,875 7,949 6 x 10 5.5 x 9.5 52.25 82.73 392.36 1.0 2,961 6,032 9,307 10,688 11,031 12,754 6x 12 5.5 x 11.5 63.25 121.23 697.07 1.0 3,584 8,840 13,638 15,659 16,164 18,690 6 x 14 5.5 x 13.5 74.25 167.06 1,127.67 0.967 4,206 12,028 18,558 21,300 21,982 25,421 6 x 16 5.5 x 15.5 85.25 220.23 1,706.78 0.972 5,454 15,618 24,079 27,657 28,538 32,996 6 x 18 5.5 x 17.5 96.25 280.73 2,458.38 0.959 5,454 19,628 30,296 34,787 35,887 41,501 6 x 20 5.5 x 19.5 107.25 348.56 3,398.48 0.0948 6,078 24,109 37,180 42,670 44,064 50,948 8 x 6 7.5 x 5.5 41.25 37.81 103.98 1.0 2,338 2,760 4,254 4,884 5,041 5,829 8 x 8 7.5 x 7.5 56.25 70.31 263.67 1.0 3,188 5,127 7,910 9,082 9,375 10,840 8 x 10 7.5 x 9.5 71.25 112.81 535.86 1.0 4,038 8,226 12,961 14,571 15,041 17,392 8 x 12 7.5 x 11.5 86.25 165.31 950.55 1.0 4,888 12,054 18,597 21,353 22,041 25,485 8 x 14 7.5 x 13.5 101.25 227.81 1,537.73 0.967 5,738 16,402 25,308 29,(A6 29,976 34,665 8 x 16 7.5 x 15.5 116.25 300.31 2,327.42 0.972 6,588 21,297 32,834 37,714 38,915 44,997 8 x 18 7.5 x 17.5 131.25 382.81 3,349.61 0.959 7,438 26,765 41,312 47,437 48,936 56,592 8 x 20 7.5 x 19.5 146.25 475.31 4,634.30 0.948. 8,288 32,876 54,766 58,186 60,087 69,475 8 x 22 7.5 x 21.5 161.25 577.81 6,211.48 0.937 9,136 39,484 60,911 66,915 72,178 83,494 a JTL DESIGN & ENGINEERING Date: July l0 1999. 20351 Irvine Ave. Suite 42 Job No: 99-AO69 Santa Ana Heights, CA 92707 -By PL Tel: (714) 545-8470 Fax: (714) 545-8446 Sheet No: Loughlin's residence ; FORNRJLA FOR BEAM DEFLECTION AT SINGLE SPAN BEAM TYPE i W L TYPE 2 W = Unifomly loaded in plf L = Beam span in ft 4 3 Ireq'd =5. ( W ) V (12) 384 (E )( L x 12) /240 ; where E = 1600000 psi 2 S req'd = w (L) (12) where Fb = allowable stress 8 (Fb) P^ Concentrated load in lbs L = Beam span in ft 1/2 I req'd = Pab ( a + 2b)(3 a (a +2b) 27 (E) (L x 12)/240 3 I req'd = P x 12) When a= b 48 (E)(L x12)/240 S req'd = Pa (b)(12) L( Fb) Where Fb = allowable stress . JTL DESIGN & ENGINEERING 20351 Irvine Ave. Suite 42 Santa Ana Heights, CA 92707 Tel: (714) 545-8470 Fax: (714) 545-8446 Loughlin's residence Vertical load anal - 1. Roof framing Rafter #1 Date: July 10, 1999 Job. No: 99-AO69 By PL Sheet No: L=20'-0" w=1.33 (20+21)-- 55 # / ft M= 55 (20)(20Y 8 = 2750 ft -lbs 3 S req'd = 2750 X 12/ (1385) = 24 in 4 3 4 I req'd = 55 X 5 20 X12) X 240 = 124 in 384 X 1600000 X 20 X 12 2 A req'd = 1.5 X55 X 10 = 9 in 95 USE 2 X 10 roof rafters Q 12 " oc RAFTER DESIGN SCHEDULE PER DOUGLAS FIR NO #2 Pb Spacing Loading Max. span 1260 psi 2 X 12 @ 16 "oc 55 lb/ft 23'-0" 1385 psi 2 X 10 @ 16 "oc 55 lb/ft 1924" 1510 psi 2 X 8 @ 16 " oc 55 lb/ft 15'-0" 1635 psi .2 X 6 @ 16 "oc 551b/ft 11'-0" NOTE: Allowable bending stress has included 1.25 increase factef. t JTL DESIGN & ENGINEERING Date: July 10, 1999 20351 Irvine Ave. Suite 42 Job No: 99-AO69 Santa Ana Heights, CA 92707 / a By PL Tel: (714) 545-8470 Fax: (714) 545-8446 Sheet No: Loughlin's residence CEILING JOIST SCHEDULE Ceiling joist # 1 L=20'-0'' w=1:33(5+10)=20 #/ft M=20 (20)(20)/ 8 = 1000 ft -lbs 3 S req'd '= 1000 X 12/ (1310).= 9.2 in 4 3 4' I req'd = 20 (5 )(20) (12 240) = 36 i n 384 (1600000) (20)(12) 2. A req'd = 1.5 200 = 3.2 in 95 USE 2 X 8 n 16 OC CEILING JOIST SCHEDULE PER DOUGLAS FIR NO # 2 F'b sizes & spacing max. span 1005 psi 2X12 @ 16"OC 26'-0" 1105 psi 2X10 @16 "OC 24'-0" 1210 psi 2 X 8 @16"OC 20'-0" 1310 psi 2 X 6 @16"OC 16'-0" 1510 psi 2X 4 @16"OC 10'-6" 7 JJ'L DESIGN & ENGINEERING Date: Jlv 10, 1999 20351 Irvine Ave. Suite 42 Job No: 99-AO69 Santa Ana Heights, CA 92707 By PL Tel: (714) 545-8470 Fax: (714) 545-8446 Sheet No: Loughlin's residence HEADER SCHEDULE HEADER # 1 L=6'-0" r w=1000 # / ft M= 1000 (6)(6)/ 8 = 4500 ft -lbs 3 S req'd = 4500 X 12/ (1100) = 49 in 4 3 4 I req'd = 1000 (5 )(6) (12) = 73 i n 384 ( 1600000) (0.25) 2 A req'd = 1.5 •3000= 47.5 in ( 31.7 at `d' distance) 95 USE 4X 12 DF #1 HEADER SCHEDULE PER DOUGLAS FIR NO # 1 F'b sizes Loading Max. span sizes loading max. span 1100 psi 4X12 1000 plf 6'-0" 4X10 500 plf 6'-0' 1200 psi 4X10 1000 plf 5'-0" 4 X 8 500 plf 5'-0" 1300 psi 4 X 8 1000 plf 4'-0" 4 X'6 500 plf 4'-0" 1300 psi 4 X 6 1000 plf 3'-0" 4 X 4 500 plf 3'4" r JTL DESIGN & ENGINEERING Date: July 10, 1999 20351 Irvine Ave. Suite 42 Job No: 99-AO69 Santa Ana Heights, CA 92707. By PL Tel: (714) 545-8470 Fax: (714) 545-8446 Sheet No: Loughlin's residence ROOF HIP SCHEDULE HIP # 1 L=20'-0" w=(20 +21)(5)-- 205 plf Equivant concentrated load P=205(20)(0.5)(2)=4100 lbs w M= 4100 (20) / 6 = 13668_ ft-lbs ' 3 S req'd = 13668 ( 12) / (1300) (1.25) = 101 in 3 3 4 I req'd = 4100 (20) (12)12) =556 in w 60 (1600000) (20)(12)/240 2 L A req'd = 1.5 (1850) =.33.4 in 95 USE 6 X 12 DF # 1 ROOF HIP SCHEDULE PER DOUGLAS FIR NO # 1 r F'b sizes P load Max. span 1300 psi 6X14 5780 lbs 24'-6" 1300 psi 6X12 3.700 lbs 19'-6". 1000 psi 4X14 3166 lbs 18'-0" 1100 psi 4X12 2223 lbs 15'-0" 1200 psi 4X10 1686 lbs 13'-0" 1300 psi 4 X 8 925 lbs 9'-0" ' JTL DESIGN & ENGINEERING 20351 Irvine Ave. Suite 42 Santa Ana Heights, CA 92707 Tel: (714) 545-8470 Fax: (714) 545-8446 Loughlin's residence ROOF BEAMS Date: July 10, 1999 Job No: 99-A069 By PL Sheet No: 10 BEAM NO: R-1 LOCATION: BEAM SPAN: 151-01, W? W = 15.5(12 +20 )= 496 plf S req'd = 103 in +3 -M = 406 (15)(15)/8 = 13950 lbs -ft A req'd = 59 in+2 S r = .13950 (12)/1300 =129/1.25 I req'd = 471 in +4 15' R1 ( reaction) = 3720 lbs R2 ( reaction) = 3720 lbs -DESIGN BEAM SIZE: 6x12 DF #1 BEAM NO: B-2 LOCATION: BEAM SPAN: T-0" W w = 10(12+20)=320 plf S req"d = 22 in+3 A req"d = 12 in+2 M = (320)(7)(7) / 8 = 1960 lbs -ft I req"d = 62 in+4 7' S req'd =1960 (12)/1100=22 Rl ( reaction) =1120 lbs t . R2 ( reaction) =1120 lbs DESIGN BEAM SIZE: 4x8 DF #1 BEAM NO: B-3 LOCATION: W9 i �o W = 10(12+20)=320 +80=400 pif M 400 (1 Ox 10) / 8 = 5000 lbs -ft S r = 15787(12)/1300 = 54.6/1.25 DESGN BEAM SIZE: —4 x 12 DF 91 BEAM SPAN: • 10'-0" S req'd = 44 in+3 A req'd =32 in+2 I req'd = 113 in+4 R1 ( reaction) = 4000 lbs R2 ( reaction) = 4000 lbs JTL DESIGN & ENGINEERING if 20351 Irvine Ave. Suite 42 Santa Ana Heights, CA 92707 Tel: (714) 545-8470 Fax: (714) 545-8446 ROOF BEAMS Date: July 10, 1999 Job . No: 99-AO69 By PL Sheet No: BEAM NO: R-4 LOCATION: BEAM SPAN: 1614)" W) W = 5.5(12 +20)+75= 251 plf S req'd = 60 in +3 •M = 251 (16)(16)/8 = 8032 lbs -ft A req'd = 32 in+2 S r = 8032 (12)/1300 =75/1.25 I req'd = 290 in +4 16' RI ( reaction) = 2008 lbs R2 ( reaction) = 2008 lbs DESIGN BEAM SIZE: 6x12 DF #1 BEAM NO: B-5 -LOCATION: w w = 4(12+20)+75=203 plf M = (203)(15.5)(15.5) / 8 = 6096 lbs -ft 15.5' S req'd =6096 (12)/1100=67/ 1.25 BEAM SPAN: 15'-6" S req"d = 54 in+3 A req"d = 25 in+2 I req"d = 213 in+4 R1 ( reaction) = 1574 lbs R2(reaction) =1574 lbs DESIGN BEAM SIZE: 4 x12 DF #1 p f'a gt=& BEAM NO: B-6 LOCATION: BEAM SPAN: 10'-0" W=Oplf P = 1574 lbs (from B-5) M = 1574(4)= 6296 lbs S req'd = 6296(12)/1100 =69/1.25 S req'd = 55.2 in+3 A req'd =32 in+2 I req'd = 113 in+4 R1 ( reaction) = 2360 lbs. R2 ( reaction) = minor lbs DESGN BEAM SIZE: —4 X U DF tkl Ll JTL DESIGN & ENGINEERING 20351 Irvine Ave. Suite 42 Santa Ana Heights, CA 92707 Tel: (714) 545-8470 Fax: (714) 545-8446 Loughlin's residence ROOF BEAMS BEAM NO: R-7 LOCATION: w W =21.5(12 +20 )= 688 plf -M = 688 (10.5)(10.5)/8 = 9482 lbs -ft S r = 9482 (12)/1300 =88/1.25 10.5' DESIGN BEAM SIZE: 6x12 DF #1 BEAM NO: B-8 LOCATION: Date: July 10, 1999 Job No: 99-AO69 By PL Sheet No: 12 BEAM SPAN: S req'd = 70 in +3 A req'd = 57 in+2 I req'd = 224 in +4 R1 ( reaction) = 3612 lbs R2 ( reaction) = 3612 lbs BEAM SPAN: 18'-6" w7 w = 11.5(12+20)+75=443 plf S req"d = 95 in+3(GLB) A req"d = 38 in+2(GLB) M = (443)(18.5)(18.5) / 8 = 18952 lbs -ft I req"d = 701 in+4(GLB) 18.5' S req'd =18952 (12)/2400=95 R1 ( reaction) = 4098 lbs It R2 ( reaction) = 4098 . lbs DESIGN BEAM SIZE: 5-1/8 x 12 GLB C=1/2" BEAM NO: W 8.5' B-9 LOCATION: BEAM SPAN: W = 10.5(12+20)+75 = 400 plf M = 400(8.5x8.5)/8= 3612 lbs -ft S req'd = 3612(12)/1100 =39.4/1.25 DESGN BEAM SIZE: —4 X I0 DF Al S req'd = 32 in+3 A req'd =27 in+2, I req'd = 69 in+4 R1 ( reaction) = 1700 lbs R2 ( reaction) = 1700 lbs I JTL DESIGN & ENGINEERING 20351 Irvine Ave. Suite #2 Santa Ana Heights, CA 92707 Tel: (714) 545-8470 Fax: (714) 545-8446 Loughlin's residence , ROOF BEAMS BEAM NO: R-10 LOCATION: w W =9(12 +20 )-- 288 plf -M = 288 (18.5)(18.5)/8 = 12321 lbs -ft S r = .12321 (12)/1300 =114/1.25 18.5' Date: July 10, 1999 Job No: 99-AO69 By PL Sheet No: 13 Rev'd on Sept. 19, 1999 BEAM SPAN- 1 R'-6" S req'd = 92 in +3 A req'd = 42. in+2 I req'd = 513 in +4 R1 ( reaction ) = 2664 lbs R2 ( reaction) = 2664 lbs DESIGN BEAM SIZE : ' 6x12 DF #1 Beam B-l0A USE, 4x12 BEAM NO: B-11 LOCATION BEAM SPAN: 10'-6" w w = 11.5(12+20)=368 plf S req'd = 67 in+3 A req'd =, 31 in+2 M = (368)(10 .5)(10.5) / 8 = 6084 lbs -ft I req'd = 120 in+4 10.5' S req'd =6084 (12)/1100= 67 RI ( reaction) = 1932 lbs R2 ( reaction) = 1932 lbs VOID DESIGN BEAM SIZE: 4x12 DF # 1 BEAM NO: B-9 LOCATION: BEAM SPAN: W- W = 10.5(12+20)+75 = 400 plf. S req'd = 32 in+3 A req'd =27 in+2 M = 400(8.5)(8.5)/8= 3612 lbs -ft I req'd = 69 in+4 8.5' S req'd = 3612(12)/'1100 =39.4/1.25 RI ( reaction) = 1700 lbs R2 ( reaction) = 1700 lbs VOID DESGN BEAM SIZE: —4 x 10 D#1 JTL DESIGN chi ENGINEERING 20351 Irvine Ave. Suite 42 Santa Ana Heights, CA 92707 Tel: (714) 545-8470 Fax: (714) 545-8446 Lougwin- s residence ROOF BEAMS BEAM NO: LOCATION: WI) W =7.5 (12 +20 )= 240 plf -M = 240 (12)(12)/8 = 4320 lbs -ft S r = 4320 (12)/1100 =47/1.25 12' or R2 R1 VOID. DESIGN BEAM SIZE: 4x12 DF #1 BEAM NO: W:) 1, P 16' F85' fr or R2 R1 13 Date: July 10, 1999 Job No: 99-A069 `By PL Sheet No: 14 Rev'd on Sept. 19, 1999 BEAM SPAN- III -011 S req'd = 38 in +3 A req'd = 10 in+2 I req'd = .117 in +4 R1 ( reaction ) = 1440 lbs R2 ( reaction) =. 1440 lbs B-13 LOCATION: BEAM SPAN : 16'-0" with 8.5' cantilever w = 0 plf S req'd = 86 in+3(GLB) P= 251(8)=2008 lbs A req'd = 19 in+2(GLB) M = (2008)(8.5).= 17068 lbs -ft I req'd = 267 in+4(GLB) S req'd =17068 (12)/2400= 86' R1 ( reaction) = 3075 lbs R2 ( reaction) = minor lbs VOID DESIGN BEAM SIZE: 5-1/8 x 12 GLB C=1/2 up @ end of beam JTL DESIGN & ENGINEERING Date: July 10, 1999 20351 Irvine Ave. Suite #2 Job No: 99-AO69 Santa Ana Heights, CA 92707 By PL Tel: (714) 545-8470 Fax: (714) 545-8446 Sheet No: 15 Loughlin's residence J BEARING WALL STUD WALLS USE 2 x 4 STUDS AT 16' oc FOR WALL HEIGHT LESS THAN 9'-0" USE 2 X 6 STUDS,9 16"OC FOR WALL HEIGHT LESS THAN 14'-0" USE 2 X 8 STUDS @ 16"OC FOR WALL HEIGHT LESS THAN 18'-0" USE 3 x STUDS @ 16 "OC FOR SHEAR WALL GREATER THAN 490 PLF IN SHEAR ALLOWABLE LOAD FOR 2 X 8 WOOD STUD AT 16"OC (18' HEIGHT MAX..) (vertical load) Pa =0.3 x 1600000 x 11.25 = 6510 lbs greater than P req'd = (2)(14)(21+12)= 1204 lbs OK (18 x12/ 7.5)(18 x12/7.5) 4 3 (horizontal wind) I req'd = (20.15)(1.33)(5)(18) (12) = 44 in+4 Ix (for 2x8) = 47.63 in+4 OK (384)(1600000)(18)(12)/240 ALLOWABLE LOAD FOR 2 X 4 WOOD STUD AT 16 " OC (9' HEIGHT MAX.) (vertical load) Pa = (0.3 )(1600000 )( 5.25 ) = 2647 lbs per stud (9x12/3.5)(9x 12/3.5) P req'd = 150(1)+10.5(12+20)= 486 lbs per stud less than Pa OK 4 3 (horizontal wind) I req'd = (20.15)(1.33)(5) ( 9) (12) = 5.5 in+4 Ix (for 2x4) = 5.4 in+4 OK by inspection (384)(1600000)(9)(12)/240 FOOTING B = (486 )/ 1000 =0.5 ft in width USE 12" MIN. WIDE CONTINUOUS FOOTING AND 12 inches BELOW ADJACENT GRADE WITH 1- 94 2 TOP AND BOT FOR ONE STORY BUILDING CONSTRUCTION NOTES (1). The concrete for all footings shall be 2500 psi at 28 days UNO. (2). All concrete slab to be 4" thick with #3 rebars @18" OC each way at mid. Layer over 2" sand and 6 mil visqueen. JTL DESIGN & ENGINEERING Date: July 10, 1999 20351 Irvine Ave. Suite 42 Job No: 99-AO69 Santa Ana Heights, CA 92707 By: PL Tel: (714) 545-8470 Fax: (714) 545-8446 Sheet No: 16 Loughlin's residence POSTS and FOUNDATIONS A. POSTS type max height 2 10'-0" 3 11'-0" column loads 6000 lbs 8000 lbs 16000 lbs column sizes capacity 4 x 4 7800 lbs, ,4k6 98001bs 6 x 6 20000 lbs B. FOUNDATIONS type descriptions } soil bearing 1 2'-0"SQ x 12" footing with 1000 psf #4 rebars @ 12"oc each way 2 2'-6"SQ x 12" footing with 1000 psf #4 rebars @12"oc each way 3 3'-0"SQ x 12" footing with 1000 psf #4"rebars@12" oc eah way 4 3'-6"SQ. x 12", footing with 1000 psf #4 rebars @ 12"oc each way remark footing capacity 4000 lbs 6000 lbs 9000 lbs 12000 lbs Loughlin's residence JTL DESIGN & ENGINEERING 512 Irvine Ave. Suite #2 Santa Ana Heights, CA 92707 Tel: (714) 545-8470 Fax: (714) 545-8446 Date: July 10„ 1999 Job No: 99-AO69 By PL Sheet No: 17 Allowable Loads On D.F. 9 1 Wood Columns in Kips Area 1 Length 4 x 4 6 x 6 8 x 8 lox 10 12x 12 12.75 in 30.25 in 56.25 in 90.25 in .132.25 in Weak Strong Weak Strong Weak 1' 13.5 33.3 61.9 99.3 145.5 2' 13.5 33.3 61.9 99.3 145.5 3' 13.5 33.3 61.9 99.3 145.5 61 11 9 326 61 9 993 145 5 8' 7.8 31.3 60.8 99.3 145.5 0 145.5 11' 4.1 26.1 58.0 96.9 143.8 12' 3.5 23.2 56.4 95.9 143.2 13' 3.0 18.0 54.4 94.6 142.3 14' 2.6 15.6 51.8 93.0 141.2 15' -- 13.6 48.6 91.0 139.8 16' -- 11.9 44.7 88.6 138.2 7' -- 106 365 856 138.2 19, 4 292 780 111 0 9 1719 675 1111R 22' -- 6.3 21.8 56.1 119.4 23'-- -- 114. 24' -- -- 18.3 47.1 108.5 25' -- -- 16.9 43.4 101.9 26' -- -- 15.6 40.2 86.2 27' -- -- 14.5 37.2 79.9 28' -- -- 13.5 34.6 74.4 JI� Loughlin's residence JTL DESIGN & ENGINEERING 20351 Irvine Ave. Suite #2 Santa Ana Heights, CA 92707 Tel: (714) 545-8470 Fax: (714) 545-8446 Date: • July 10, 1999 Job No: 99-A069 By PL Sheet No: 18 Allowable Loads On D.F. 41 Wood Columns In Kips Area \ Length Weak 4x6 19.25 in Strong Weak 4 x 8 26.25 in Strong 6x8 41.25 in Weak Strong 1' 21.2 21.2 28.9 28.9 45.4 53.6 2' 21.2 21.2 28.9 28.9 45.4 53.6 3' 21.2 21.2 28.9 28.9 45.4 53.6 4' 20.7 21.2 28.2 28.9 45.4 53.6 5' 20.0 21.2 27.3 28.9 45.4 53.6 6' 18.7 20.8 25.5 28.9 44.5 53.6 7' 16.6 20.4 22.7 28.6 43.8 53.1 8' 12.3 19.9 16.7 28.4 42.7 52.7 9' 9.7 19.1 13.2 28.1 41.0 52.1 10' 7.9 18.1 10.7 27.7 38.7 51.4 11' 6.5 16.6 8.9 27.1 35.6 50.3 12' 5.5 14.7 7.4 26.3 31.6 48.9 13' 4.7 11.5 6.3 25.3 24.6 47.1 14' 4.0 9.9 5.5 24.2 21.2 44.9 15' -- 8.6 -- 22.7 18.5 42.1 16' -- 7.5 -- 20.9 16.2 38.7 17' - 6.7 - 17.0 14.4 31.6 18' -- 6.0 -- 15.2 12.8 28.2 19' - 5.4 -- 13.6 11.5 25.3 20' -- 4.9 12.3 10.4 22.9 21' -- 4.4 -- 11.2 9.4 20.7 22' -- 4.0 -- 10.2 8.6 18.9 23' -- -- -- 9.3 -- 17.3 24' -- -- -- 8.5 -- 15.9 25' -- -- -- 7.9 - 14.6 26' -- -- -- 7.3 - 13.5 27' -- -- - 6.8 - 12.5 28' -- -- -- 6.3 -- 11.7 JTL DESIGN & ENGINEERING Date: July 10, 1999 20351 Irvine Ave. Suite #2 Job No: 99-A069 ". Santa Ana Heights, CA 92707 By PL Tel: (714) 545-8470 Fax: (714) 545-8446 Sheet No: - Loughlin's residence B. LATERAL LOAD* ANALYSIS Wind pressure P (Ce) ( Cq) ( Qs) (I) = 1.23 x E3 x 12.6 x 1 = 20.15 psf Seismic load factor = (2.5)(Ca)(I) / R = (2.5)(0.44x1)(1) / 5.5 = 0.2 Ca= (0.44)(Na) where Na=1 seismic source type B , 5 KM away (1). HORIZONTAL FORCE Wind pressure 20.15 psf Sesmic factor = 0.2 W= 12 lbs ---------Roof 8 lbs --------Walls 4 lbs ------ -=--Misc. 24 lbs--------- Sub -total SW #1 Seismic = (44)(11)(0.2) = 2323 lbs Wind = not governs shear V = 2323) = 90 plf 7+7+12 USE SHEAR WALL SCHEDULE NO: 9 SW#2 Seismic = (814)(24)(0.2) = 3907 lbs Wind = (20.15)(18)(6)=2160 lbs shear V = (3907)/17.5= 223 plf USE SHEAR WALL SCHEDULE NO: 10 r k , JTL DESIGN & ENGINEERING Date: July 10, 1999 20351 Irvine Ave. Suite 42 Job No: 99-A069 Santa Ana Heights, CA 92707 'By, PL Tel: (714) 545-8470 Fax: (714) 545-8446 Sheet No: Loughlin's residence SW #3 Seismic = (1010)(24)(0.2) = 4848 lbs Wind = (20.15)(28.5)(6)=3446 lbs shear V = (4848) = 263 plf 18.5 USE SHEAR WALL SCHEDULE NO: 10 SW # IA Seismic =(M)(24+2)(0.2)= 1310+420=1730 lbs Wind = not governing case shear . V = (1730)/ 8 = 216p If USE SHEAR WALL SCHEDULE NO: 9 t SW # 2A r Seismic= 1330 lbs Wind = not governing case shear V (1730)/ (7.5+8) = 112 plf USE SHEAR WALL SCHEDULE NO: 9 SW # : 2B Seismic = (1080)(24+2)(0.2)=5616 lbs Wind = not governing case ' shear V = (5616)/ (7) = 802 plf , ` USE.SHEAR WALL SCHEDULE NO: 11 BOTH SIDES WITH 3x STUDS & SILLS JTL DESIGN. & ENGINEERING 20351 Irvine Ave. Suite 42 Santa Ana Heights, CA 92707' Tel: (714) 545-8470 Fax: (714) 545-8446 Date: July 10, 1999 Job No: 99-AO69 By PL Sheet N6: - Rev'd on Sept. 19, 1999 Lougtum s resiaence + SW # 3A Seismic = (800)(24+2)(0.2) = 4160 lbs Wind = not governing case shear V = (4160) = 640 plf 6.5 USE SHEAR WALL SCHEDULE NO: 13 3 x STUDS & SILLS SW # 3B Seismic= 4160 lbs Wind not governing case shear V = (4160)/ 9.5 = 437 Of USE SHEAR WALL SCHEDULE NO: 1.1 SW#4 Seismic=( (1010)(24)+8000) (0.2) = 6448 lbs Wind= (30)(6)(20.15)= 3627 IN shear V=(6448)/(8)=806 plf USE SHEAR WALL SCHEDULE NO: 11 - BOTH SIDES WITH 3x STUDS & SILLS SW#5 Seismic = `(476)(24+2)(0:2)=2475 lbs Wind= (17)(20.15)(6)=2056 IN shear V = (2475)/ (10) =248 plf USE SHEAR WALL SCHEDULE NO: 9 . JTL DESIGN & ENGINEERING 20351 Irvine Ave. Suite 42 Santa Ana Heights, CA 92707 Tel: (714) 545-8470 Fax: (714) 545-8446 LougWin's resiaence Date: July 10, 1999 Job No: 99-A069 By PL Sheet No: Rev'd on Seat. 19, 1999 SW#6 Seismic= (400)(24+2)(0.2) = 2080 lbs Wind = (22)(6)(20.15)=2660 shear V = (2660) = 294 plf 9 USE SHEAR WALL SCHEDULE NO: 10. SW#7 Seismic= (252)(24+2)(0.2)=1310 lbs Wind = (15)(20.15)(6)=1814 .lbs shear V=(.1814)/'8=227 plf USE SHEAR WALL SCHEDULE NO: 9 J'TL DESIGN & ENGINEERING 20351 Irvine Ave. Suite 42, Santa Ana Heights, CA 92707 Tel: (714) 545-8470 Fax: (714) 545-8446 Date: July 7, 1999, Job No: 99-AO71 By PL Sheet No: - Rev'd on Sept 19, 1999 Lougmin, s resiaence CHECK SHEAR WALL OVERTURNING SW # 1 V= (90)(10)- (0.8)(15)(7)(10)= 60 lbs Ianor the uplift SW # IA V= (216)(10)- (0.8)(15)(8)(10)= 1200 lbs USE 4x4 WITH SIINNIPSON HD2A y - SW # 2 No uplift SW # 2A V= (112)(10)- (0.8)(15)(7.5)(10)= 220 lbs USE 4x4 WITH SEMPSON HD2A SW # 2B V= (802)(10)- (0.8)(15)(7)(10)= 7180 lbs USE 4x4 WITH SEMPSON HD8A SW # 3 No uplift SW # 3A V= (640)(10)- (0.8)(15)(6.5)(10)= 5620 lbs USE 4x4 WITH SEMPSON HD8A SW # 3B V=.(437)(10)-(0.8)(15)(9.5)(10)=3230 lbs USE 4x4 WITH SEMPSON HD5A SW # 4 V= (806)(10)- (0.8)(15)(8)(10)= 7100 lbs USE 4x4 WITH SINTSON HD 8A SW # 5 V= (216)(10)- (0.8)(15)(11.5)(10)= 780 lbs USE 4x4 WITH SEMPSON HD2A SW # 6 V= (294)(10)—(0.8)(15)(9)(11)='1860 lbs USE 4x4 WITH SMIPSON HD2A SW#7 Nous ti t n ? S JT;L. DESIGN & ENGINEERING 20351 Irvine Ave. Suite #2 Santa Ana Heights, CA 92707 Tel: (714) 545-8470 Fax: (714) 545-8446 SHEAR WALL SCHEDULE AND ANCHORS(per 1999 UBC TYPE OF SHEAR WALL DETAIL AND NAILS 9 3/8 " structural .II plywood with 8d nails @ 6"oc for boundary nails and edge nails & 8d @ 12"oc for field 10 3/8" structural II plywood with 8d nails @ 4"oc for boundary nails and edge nails & 8d @12"oc for field 11 3/8" structural II plywood with 8d nails @ 6" oc for boundary nails and edge nails & 8d @12"oc for field 12 3/8" structural plywood II with 8d nails @ 2"oc for boundary nails and edge nails & 8d @ 12"oc for field 13 15/32 " structural II plywood with 8d nails @ 2"oc for boundary nails and edge nails & 8d @ 12"oc for field 14 19/32" structural I plywood with 8d nails @ 2"oc for boundary nail and edge nails & 8d @. 12"oc for field Date: July 10, 1999 Job No: 99-AO69 By PL Sheet No: Rev'd on Sept 19, 1999 ALLOWABLE SILL ANCHORS SILL NAILS SHEAR in plf ANCHOR BOLTS ( for 16 d ) 260 plf 5/8" dia.x 12; i36'`OC 16d@ 6"OC 380 plf 5/8" dia.xl2 @24"0C 16d @ 4"OC 490 plf 5/8"dia.xl2 @16'OC 16d@ 3"OC 630 plf • 3/4" dia.xl2 @24"OC 16d@ 2-1/2"OC 770 plf 3/4" dia.xl2 @24"OC 16d@ 2"OC 870 plf 3/4" dia.xl2 @16"OC 16d@2"OC NOTES (1). All studs shall be spaned at 16" on centers. (2). All studs and top plate & sill at wall No's 10;11,12,13 & 14 with shear 3 50 plf or greater shall be 3x or wider. (3). All nails for plywood shall be common nails UNO. (4). All nails shall be staggered where nails spaced 2 inches on centers. w a JTL DESIGN & ENGINEERING 20351 Irvine Ave. Suite 42 Santa Ana Heights, CA 92707 Tel: (714) 545-8470 Fax: (714) 545-8446 LOughlin's residence PLYWOOD PANEL'IDENTIFICATION Date: July 10, 1999 Job No: 99-AO69 By P L Sheet No: - Plywood C/D interior C -C Structural C -D Structural C -C Thickness ( inches) with Exterior glue with exterior with exterior glue with exterior 5/16 - 20/0 20/0 20/0 20/0 3/8 24/0 24/0 24/0 24/0 1/2 32/16 32/16 32/16 32/16 5/8 42/20 42/20 42/20 42/20 3/4 48/24 48/24 , 48/24 48/24 (4) SHEAR WALLS (,S.W.) Notes (a). Legend SW = Shear walls for shear wall detail see calc sheet L -1,L-2, &L-3. HD = Shear wall hold down ( Strong Simpson Tie, INC.) 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JD sw _SI�ET w d it I TITLE 24 REPORT I Title 24 Report for: Loughlin Residence 79-440 Tom Fazio Lane La Q u i nta, CA 92253 Project Designer: Dennis Cherry & Associates 20351 Irvine Ave., Suite One Santa Ana Heights, CA 92707 714-641-1505 Report Prepared By: Jim Urbano Mechanical Ventilation Systems 359 Marlboro Way Banning, CA 92220 (760) 321-9216 ITY OF LA QUI NTA, BUILDING & SAFETY DEPT. Job Number: APPROVE® FOR CONSTRUCTION F/7 01 111111111M.- '%��" Dpi 12/28/99 YS/00 le - The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 1998 Building Energy Efficiency Standards. This program developed by Gabel Dodd/EnergySoft, LLC (415) 883-5900. EnergyPro 2.0 By EnergySoft Job Number: User Number: 4845 1 TABLE OF CONTENTS Cover Page 1 Table of Contents 2 Form CF-1 R Certificate of Compliance 3 Form MF-1 R Mandatory Measures Checklist 6 Form C-2R Computer Method Summary 7 Form ENV=3 Proposed Construction Assembly 12 EnergyPro 2.0 By EnergySoft Job Number: User Number: 4845 Certificate of Compliance: Residential (Part 1 of 2) CF -1 R Loughlin Residence 12/28/99 Project Title Date 79-440 Tom Fazio Lane La Quinta Project Address Building Permit # Mechanical Ventilation Systems (760) 321-9216 Plan Check / Date Documentation Author Telephone. Computer Performance 15 Field Check / Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 3,426 ft2 Total Conditioned Slab Area: 3,426 ft2 Building Type: (check one or more) X❑ Single Family Detached (SFD) ❑ Addition Alone ❑ Single Family Attached (SFA) ❑ Existing Building ❑ Multi -Family ❑ Existing Plus Addition Front Orientation: (Southwest) 225 deg Floor Construction Type: ® Slab Floor Number of Dwelling Units: 1.00 Number of Stories: 1 ❑ Raised Floor Const. Component Frame Assembly Location/Comments Type Type U -Value (attic, garage, typical, etc.) Power Wall Metal 0.071 Exterior Wall Slab On Grade n/a 0.756 Exposed Slab w/R-0.0 Perimeter Insulation R-38 Roof (R.38.2x14.16) Metal 0.064 Exterior Roof Solid Wood Door None 0.387 Exterior Door FENESTRATION Shadina Devices Type Orientation Area Labeled Fenestration Interior Exterior Overhang Side Fins SF U -Value SHGC roller blind, etc. shadescreen, etc. Yes / No Yes / No Rear (Northeast) 145.8 0.49 0.60 Drapery Bug Screen ❑ 0 ❑ Q Rear (Northeast) 240.0 0.49 0.61 Drapery Bug Screen ❑ X❑ ❑ x Right (South) 15.0 0.49 0.60 Drapery Bug Screen ❑ x❑ ❑ 0 Front (Southwest) 196.0 0.49 0.60 Drapery Bug Screen ❑ Q ❑ Q Left (Northwest) 51.0. 0.49 0.60 Drapery Bug Screen ❑ x❑ ❑ Q Left (North) 25.0 0.49 0.60 Drapery Bug Screen ❑ x❑ ❑x❑ Rear (Northeast) 96.0 0.49 0.61 Drapery Bug Screen Q ❑ ❑ 0 Left (Northwest) 64.0 0.49 0.61 'Drapery Bug Screen Q ❑ ❑ 191 Skylight 15.0 0.79 0.62 None None ❑ Q ❑ Z Right (Southeast) 7.0 0.49 0.60 Drapery Bug Screen ❑ Q ❑ 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Run Initiation Time: 12/28/99 11:08:26 Run Code: 946408106 Ener Pro 2.0 By Ener Soft User Number: 4845 Job Number: Pa e:3 of 12 Certificate of Compliance: Residential (Part 2 of 2) CF -1 R Loughlin Residence 12/28/99 Project Title Date HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or (furnace, rnace, heat Efficiency Location Piping Thermostat Location / pump, etc.) (AFUE/HSPF)(ducts, attic, etc.) R -Value Type Comments Cantral FljrnarP 80% AFUE Ducts in Attic 42 Setback LENNOX HS21-411 Central Furnace 80% AFUE Ducts in Attic 42 SPthark LENNOX HS21-651 Central Furnare 80% AFUE - Ducts in Attic 4.2 Setback LENNOX HS27-042 Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc.) R -Value Type Comments SDllt Air Conditioner 15 7 SFFR r]nrtc in Attir e o3 Q-fk .c i rnininv uco Split Air Conditioner 14.0 SEER Ducts in Attic 4.2 Setback LENNOX HS27-042 WATER HEATING SYSTEMS Rated 1 Tank Energy Facts 1 External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank'lnsul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (%) R -Value G52-100T88-4NV Large Gas Standard 2 88,000 100 0.94 0.0000 0.0 1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/Remarks section. Designer or Owner (per Business & Professions Code) Documentation Author Name: Name: Jim Urbano Title/Firm: Dennis Cherry & Associates Title/Firm: Mechanical Ventilation Systems Address: 20351 Irvine Ave., Suite One Address: 359 Marlboro Way Santa Ana Heights, CA 92707 Banning, CA 92220 Telephone: 714-641-1505 Telephone: (760) 321-9216 Lic. #: (signature) • (date) date) Enforcement Agency Name: Title/Firm: Address: Telephone: IEnergyPro 2.0 By EnergySoft User Number: 4845 Job Number: PageA of 12 1 Certificate of Compliance: Residential (Addendum) CF -1 R Loughlin Residence 12/28/99 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies uaseu on the aaequacy or ine special Justirication ana aocumenration suomittea. Plan Field HIGH MASS Design(see C -2R) - Verify Thermal Mass: 823 sqft Exposed Slab Floor, 4.00" thick at Her Master Suite HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1624 sqft Exposed Slab Floor, 4.00" thick at Living, Dining, Kitchen HIGH MASS Design(see C -2R) - Verify Thermal Mass: 979 sqft Exposed Slab Floor, 4.00" thick at Master, Bedroom 3 HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS . — ....— .— .n— u.c new •c. uwaut... anu u.ayr.aiaan. aoauny W1 an6'JO un a wnn a.r-ort. I Plan I Field Run Initiation Time: 12/28/99 11:08:26 Run Code: 946408106 EnergyPro 2.0 By EnergySoft User Number: 4845 Job Number: Page:5 of 12 Mandatory Measures Checklist: Residential MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component specifications. DESCRIPTION Instructions: Check or initial applicable boxes or enter NIA if not applicable. DESIGNER JENFORCEMEN1 Building Envelope Measures FRI-§ 150(.): Minimum R-19 ceiling insulation in wood frame assembly, or equivalent U -value. § 150(b): Loose fill insulation manufacturer's labeled R -value. ❑X "§ 150(c): Minimum R-13 wall insulation in framed walls or equivalent U -value. ❑X -§150(d): Minimum R-13 raised floor insulation in wood framed floors. El§ 150(1): Slab edge insulation - water absorption rate < 0.3%, water vapor transmission rate < 2.0 permfinch. §118: Insulation specified or installed meets quality standards. Indicate type and form. ❑X §116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls 1. Manufactured fenestration products labeled with certified U -value, SHGC, and infiltration certification. 2. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. - §150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have closable doors, outside air intake with damper and control, and flue damper and control; 2. No continuous burning gas pilots allowed for fireplaces, decorative gas appliances and gas logs. Space Conditioning, Water Heating and Plumbing System Measures §110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. ❑ §150(h): Heating and/or cooling loads calculated in accordance with ASH RAE, SMAC NA or ACCA. X❑ §150(i): Setback thermostat on all applicable heating and/or cooling systems. X❑ §1500): Pipe and Tank Insulation 1. Storage gas water heaters with less than 0.58 energy factor shall be externally wrapped with R-12. 2. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation, piping between heat source and tank insulated. 3. Insulation on the first 5' of pipes closest to water heater tank, non -recirculating systems (R-4 or greater), buried or exposed piping in recirculating sections of hot water systems, cooling system piping below 55 deg F. X❑ -§150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with current UMC Sections 601 & 603; insulated to a minimum R-4.2' or enclosed entirely within conditioned space. Connections of metal ducts and inner core of flex ducts mechanically fastened. Openings sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable UL 181. Openings greater than 1/4 inch sealed with a combination of mastic and either mesh or tape. Insulated flexible duct is marked with R - value every 3 feet. 2.Factory-fabricated duct and closure system (including collars, connections and splices) comply with UL 181; pressure - sensitive tapes, heat -activated tapes, and mastics comply with UL 181. 3. Field -fabricated Duct Systems. a. Factory -made rigid fiberglass and flexible ducts comply with UL 181, pressure -sensitive tapes, mastics, aerosol sealants or other closure systems meet the applicable requirements of UL 181, UL 181A or UL 181 B. b. Mastic sealants, mesh, and pressure -sensitive tapes comply with applicable UL 181. Mesh and mastic non-toxic,water resistant and rated for exterior use. c. Drawbands used with flexible ducts shall be either stainless-steel worm -drive hose clamps or UV -resistant nylon duct ties, have a minimum tensile strength rating of 150 pounds, tightened with adjustable tensioning tool. d. Aerosol -sealants meet applicable UL 181 requirments, applied per manufacturer specifications, and any tapes or mastics used in combination meet UL 181. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilating systems have either automatic or readily accessible, manually operated dampers. §114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on-off switch, weatherproof instructions, no pilot or electric resistance heating. 2. System is installed with at least 36" of pipe between filter and heater, cover for outdoor pools or spas. 3. Pool system has directional inlets and a circulation pump time switch. §115: Central Furnaces, pool heaters, spa heaters or household cooking appliances have no constant pilot light. Lighting Measures a§150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with tubs or showers (alternative: in laundry, E:1 garage, etc. with all outdoor lighting mounted to the building 40 lumens/Watt or equipped with motion sensor): and recessed incandescent ceiling fixtures are IC (insulation cover) approved. EnergyPro 2.0 By EnergySoft User Number: 4845 Job Number: Page:6 of 12 Computer Method Summa (Part 1 of 3) C -2R I nunhlin Residence Projetq Title 12/28/99 Date Tom Fazio I ane I gQuinta _79-440 Project Address Building Permit # Mechanical Ventilation Svstems (760) 321-9216 Documentation Author T Telephone Plan Check/Date Computer Performance Compliance Method (Package or Computer) 15 Climate Zone Field Check/Date Source Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 4.79 4.52 0.27 Space Cooling 41.87 42.73 -0.86 Domestic Hot Water 8.32 4.85 3.47 Totals 54.98 52.10 2.87 BUILDING COMPLIES GENERAL INFORMATION Conditioned Floor Area: 3,426 Floor Construction Type: X❑ Slab Floor Building Type: Single Fam Detached Raised Floor Building Front Orientation: (Southwest) 225 deg Number of Dwelling Units: 1.00 Total Conditioned Volume: 34,260 Number of Stories: 1 Slab Floor Area: 3,426 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume Units Zone Type Type Hgt. Area I FNNOX HS21-411 R23 R 23 094 CnnditinnPd SPthark _2 n/n LFNNOX HS21-651 1624 16,240 0 47 CnnditionPd SPthack n/a L FNNOX HS27-042 979 9 790 —029_ Conditioned SPthack 2 n/a OPAQUE SURFACES Solar Act. Gains Type Area U -Val. Azm. Tilt �Y / N Wall 367 0.071 95 9Q X u WaIL_ 140 0.071 135 9a ® ❑ Wall 45 0 071 180 go I ❑ Wall 387 0.071 225 gQ ❑ Wall 185 0.071 315 _90 ❑ Roof A23 0.064 0 0 ® ❑ Wall 115 0.071 a gQ ® ❑ Wall 252 0.071 45 qQ ® ❑ Wall 40 0.071 135 9.Q ® ❑ Wall— 392 0.071 225 9Q ® ❑ Door 28 0.387 225 gQ ® ❑ Wall 266 0.071 315 90 ® ❑ Roof 1 Rog 0 064 _n n ® ❑ w 11 284 0.071 95 �gn ® ❑ Wall 213 0.071 135 9Q ® ❑ Wall 257 0.071 225 9Q ® ❑ Wall 134 0.071 31ci _9d ® ❑ Roof 979 0.064 —Q 0 ® ❑ Form 3 Reference Location / Comments EnergyPro 2.0 By EnergySoft User Number: 4845 Job Number: Page:7 of 12 1 FROM : MECHPHICPL VENT'.LRTION SYSTEMS PHONE NO. : 760 321 8217 Jan. e3 20aa 09:03RM P2 Computer Method Summary (Part 2 of 3) C -2R Loughlin Residence 1/3/00_._.___._.__ -- Project Title , -_.._._._.._.__.._...__.._-___..... Dat* FENESTRATION SURFACES U -Value Act. Glazing Type Location) # Type Area SHGC Azm. Tilt Comments \ti(JnAnw Rnar (N^aheast) -112 n.4.9l1 n63 _4±9 90 Pao 1L1(iD 1�L. b3-.__.__... _.... _. .Hor Master.Sui!e..... _..._-- 2 �Vndow Roar (Northeast) 12.6 0.490 0.60 45 90 Pic Win 1000. _.._ Her Master Suite ,� Window Rear (Northeast) 15.0 0.490 0;67 45.... 90 Pac Win 1000 Her Master Suite 4 Window Rear (Northeast) 64.0 _0490 0:61 45 ., . 90 Pac Win 1000 Her Master Suite ,L Window Right (South) 15.0 0.480 0.60 ..180. - P1tc Win 1000 Her Master Suite 2 W;ndow Front (Southwest) •-_tA 0.490 06) -,225- 0 Pac Win 1000 Her Master Suite Z Window Front (Southwest) 1.0 O,4Q9_ 0.60 ..,_24_ -94 Pac Win 1000 mgr@f s.00 8Window Front (Southw@rt) 1.0 0.490 - 0_63 228. 90 Pac Win 1000 Her Master Svhe_ _ 9 Wiodow.... [oaL(Sa�L'�ledest) 10.0 0 490 -�,§.2 _.. _225 .90 Pec Win 100.0. ... _...- Her Master Suite 10 �Yndow....Finat..._.(SouthvAst) 4Q -O _ 0-490 060 225 --90 PttC._V.KIn 1000 __.__ lir Master Suite ).1 Window L.S.......Gyprttt at) 15.0 0.440 0.6:3 -__ 315„ .., . _.90 Pae Win 1000 - Her Master Suite 12 Window L0 (North) 25.0 X490.. 0.60 0 ...-94 P - in 1000 Living, Diring. Kitchen .M WVindew Rear (Nadhgnst) -12Q. 0.490 JUD. _-AS _A(I Pac Win 1685 LA(ig9 Air-.iag,_Kitchen 14 Window Rear (Northeast) 12.0 0.490 06J. _-46 40 Poe Win 1000 Living, Dinin ..A.. .. 15 W;ndow Rear (Northeast) 96.0 0.490 0.61 _• 45 90 Pac Win 1000 Living,, Dining, Kitchen . •1j;, W;ndow Rear (Northeast) 38.0 0.490,- •._. 0.60 .-__-30_ 90 Pac Win 1000 Living, Dining,_Kitct)en 1.7 ylhndow Rear tNoitheast) 112.0 0.490 0.0 45 90 Ppe Win 1000 L vintt. Dining. Kitchgn .. JA Window Front (Southwest) 20.0 0.490 _ 0,60 -225 90 Pac Win 1000 Living, Dining, Kitctfkt -- 12 Window Front (Southwest) 4u 9. 0.490 ___4,01 225 -2a PAC �Win 1QQQ_ ___ j ivt „D1ning, Kitchen 2_0 Window Front (Southwest) 40.0 0.490 0.60. 225 90 Pac Win 1000 Living, Dining. Kitchen 21 Window Left (Northwest) 64.0 0.490 0.61 3]5, P= Win 1000 Livid, Dining, Kitchen_ 22 S�v'aht Lett (Northt 13.0 _�7�Q- . • 0.62 ...Q• Q Pac Win 1000 Living,,Dining, Kr-che1.L,.__, _.. 23 Winyow Rear (Noeast) rth 64.0 0.490 0.61 45 90 Pac Win 1000 ---• Master,.Becrcorr, 3 _.._...._.__ 24 Window Rsar (No_h_.__st _. R Ca ) .40.0. ...,0 4;31L 0.6J 45 90 Pac Win 1000 ,. _,_ .. fl9btytAL.�Sitoorn 3 25 Window Rear rNortheast) r.o 0.490 0.60 45 90 Pac Win 1000 - Master. Bedroom 3 26 Window Right (Southeast) 7.0 0.490 135 90 Pao Win 1000 Mach, Bedroom 3 27 Window Front (Southwest) 7.�� _0.63 ,0 .60 22 5 90 Pac Win 1000 Master, 9edroom 3 3 28 Window Front 0otifKkist) _ ..- 18.0 0.490 0.60 _ 225 90 Pac Win 1000 _- Mester, Bedroom 3 Window n 29 WidFront -•, . ..,, ___ (Southwest) 18.0 0.490 0.60 90 Pac Win 4000 , ... .Master- Bed►Oorn 3 INTERIOR AND EXTERIOR SHADING Window Overhang, Left Fin Right. Fin _ # Interior Shade Type SHGC Exterior Shade Type SHGC• Mgt, vdd, Len. Mgt. LExt. RExt. Dist. Len. Hgt_.;I! jl Lena Mat. 1 Drapery 0_68 Bug Screen _ 0.76 2 Orate-. _ 0,sa Bug $creen _ 0.76 - _... . 9Ora p4ry_...._. _._. 0.68 Bug Screen--_ 0.76 .__. . - - - - -- - - - .._ 4 Drapery ._... ..._- 0.68 Bug Sween0.76 _ .. _ - 5 DrdPepL __. AS eug_Saeen 0.76. 6 Draper_ 0.68 pug Scnm ......0.76 -- - - 7._ DlIRAN -•---•. 0.68 Bug,SSreen 8 Drapery 0.68 Bug Screen ,. 0.76 - - - -- -- - - - •. ............._ 9N ....__ 0.68 Bug Screen .-0:76 -..._ - ___Dory.-_.., 0.68 Bu _q. 076 - 11 Draeery. 0.68 Bug Screen 0.76 - - - _• - - - - -• U drapery _ .-- 0.68 Bug Screen 0.76 13 Drapery 0.68 Buy_Screen 14 Orapey _ 0.68 Bug Screen _- 0.76_- 15 Drapery 068 Bug Screen 0.76 .6 I2.0 10.0 0.1 10.0 10.0 - - - •38 Drape!y - 0.68 Bug Screen _ _ 0.76 - - -- -- - __ 17 Drapery_...,-. 0.68 Bug Screen ...--0.76 -_ 18 Drapery 0.68 Bug Screen 0.76 19 Drape 0068 Bug Screen_ 0.76 20 OraPeN 0.68 Bug Screen.. .._. 0: 76... - - - .. -- - • - . -... - 21 Drieery 0.68 Bug Screen _ _ _0:76 . t),0 0,0 10.0 _ 0.1 10.0 10.0 _ - - - _ �2 NO�e _ 1.00 None 1.00- L Drapery _ . 0.68 @L!q. Screen 0.76 - _ - -• 24 Drape+y.... __ 0_69 Buc Screen - 0.76 -. - - • - .._.... -- - -_ 25 Drapery ....... 0.68- 26 Drapery.....-. Bua Screen..0.76_ .... •- - -_.. - •_--. .. ..- - - ...... 27 Drapery 0.69 B� Scregn .. Q.76 28 Dry._.• - 0.68 Butt Screen _. , _ 0.76 29 Drapery0.68 Bug Screen _ 0:76 -- - _.- �• ___ - Run gnitin Timee J.103(00 La4E 07t3� Run Code' 94(3912128 l J Enwj,XPro 2.0 8y EnergySoR uur Number: 4845 Job Number: FNe.8 of 12 FROM : MECHANICRL VENTILRTION SYSTEMS PHONE NO. : 760 321 8217 Jan. 03 2000 09:04RM PZ! Computer Method Summary (Part 2 of 3) _C -2R -' `----------'- ----------- 113/00 owto ----------� --- FENESTRATION SURFACES U -Value Act. Glazing Type Location/ M Windnyu Left-_t&n. _D_&a -_�u�� -_�u pAx_Wo100m --___----_ x^a»ter, Bedroom 3 11 ---18.0' -0.490� ' q -CA -_315' _�90 paoWi^100m JN**te^ Bedroom 3 �'� _- ' '- --__- ----_'- ------_-- ----_�_. --_--__ -----_-'- -_-___ _- -_-_- ---_- ' '--- --_---_-_- .' _-_ -_------_-_'- ' -- - '- ___-- --' '- ------- _ - � '---- ---------_� -__� - � �----_ ---_- � _-_-- --_--' �� '-__ -----_-__- ------- -- ---__-__�_ .--- -_-_- -_'- .------ -_-----'� -� '-- _-------___ -_-- INTERIOR AND EXTE;NOR������8 �Interior Shade T e SHGC Exterior Shade Type SHO Hgt. LEA PEA. Dist. Len. Hgt. Di s t Len. Hgt. 30 ' 31 -�ALS Bug Screen _-0.76�-__-_- -- '-- -------------- ---- ------' -- - ' --' --- --- --- --- --- --- --� . cnwv�° Job Number: ` 0- Computer Method Summary (Part 3 of 3) C -2R Loughlin Residence 12/28/99 Project Title Date THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Location Type (sf) (in.) Cap. Cond. Form 3 Reference R -Val.. Comments Concrete Heavyweight 823 4.00 98 0 g8 n/a a Her Master Suite / Slab,on Grade Concrete, Heavyweight 1.624 4_00 28 0.98 n/a 0 Living, Dining, Kitchen / Slab on Grade Concrete.He�ryweigh _ 979 4.00 28 0.98 n/a 0 Master. Bedroom 3 / Slab on Grade PERIMETER LOSSES F2 Insulation Type Length Factor R -Val. Depth Location / Comments Slab Perimeter 110 0_76 0.0 0 Her Master Suite Slab Perimeter 162 0.76 0.0 0 Living Dining Kitchen Slab Perimeter 126 0_76 0.0 0 Master, Bedroom 3 HVAC SYSTEMS Heating Equipment Minimum Distribution Type Type (furnace, heat Efficiency and Location Duct Thermostat Location / pump, etc.) (AFUE/HSPF)(ducts/attic, etc.) R -Value Type Comments Central Furnace 80%AFUE Ducts in Attic 4.2 Setback LENNOX HS21-411 Central Furnace 80%AFUE Ducts in Attic 4.2 Setback LENNOX HS21-651 Central Furnace 80%AFUE Ducts in Attic 4.2 Setback LENNOX HS27-042 Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct ,Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc) R -Value Type Comments Split Air Conditioner 15.7 SEER Ducts in Attic 4.2 Setback LENNOX HS21-411 Split Air Conditioner _ 14.0 SEER Ducts in Attic 4.2 Setback LENNOX HS21-651 Split Air Conditioner 14.0 SEER Ducts in Attic 4.2 Setback LENNOX HS27-042 WATER HEATING SYSTEMS Ratedl Tank Energy Fact 1 Tank Insul. Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby R -Value System Name Type Type Syst. (Btu/hr) (gal) Efficiency Loss (%) Ext. G52-100T88-4NV Large Gas Standard 2 88,000 100 0.94 0.0000 0.0 1 For small gas storage (rated input — 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage wafer heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS Run Initiation Time: 12/28/99 11:08:26 Run Code: 946408106 EnergyPro 2.0 By EnergySoft User Number: 4845 Job Number: Page: 10 of 12 Computer Method Summary (Addendum) C2 -R Loughlin Residence 12/28/99 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies .�.+..� �.. �... �..`y.. y — u.c. 1-01 JUJUIWa11U11 011U OOGU111CnwllOn SUUI11Il[CU. Plan Field HIGH MASS Design(see C -2R) - Verify Thermal Mass: 823 sqft Exposed Slab Floor, 4.00" thick at Her Master Suite HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1624 sqft Exposed Slab Floor, 4.00" thick at Living, Dining, Kitchen HIGH MASS Design(see C -2R) - Verify Thermal Mass: 979 sqft Exposed Slab Floor, 4.00" thick at Master, Bedroom 3 HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS r........... .aw. ......tea ...c —.11.a — — ulaullUaL l ICAUIIy U1 a11CD0 111CabUFVb 011 d IOH" l.r-OR. I Plan I Field Run Initiation Time: 12/28/99 11:08:26 Run Code: 946408106 EnergyPro 2.0 By EnergySoft User Number: 4845 Job Number: I Page: 11 of 12 a PROPOSED CONSTRUCTION ASSEMBLY ENV -3 PROJECT NAME DATE Loughlin Residence 12/28/99 COMPONENT DESCRIPTION DESCRIPTION WOOD FRAME R -VALUE OUTSIDE SURFACE AIR FILM 1 Stucco 2 Plywood 3 ASSEMBLY NAME IPowerWall Gypsum or Plaster Board 5 ASSEMBLY Floor 0.05 7 TYPE (check one) Wall 0.15 0 W Ceiling / Roof INSIDE SURFACE AIR FILM FRAMING MATERIAL Metal Z p FRAMING % 15 % Framing 12.8 TOTAL HC 15% (16" o.c. Wall) 12% (24" o.c. Wall) 10% (16" o.c. Floor/Ceil.) SKETCH OF ASSEMBLY 7% (24" o.c. Floor/Ceil.) SUBTOTAL R -VALUE DESCRIPTION WOOD FRAME R -VALUE OUTSIDE SURFACE AIR FILM 1 Stucco 2 Plywood 3 Insulation, Mineral Fiber, R-19 4 Gypsum or Plaster Board 5 Insulation, Polystyrene, Smooth Skin 6 0.05 7 0.26 a. 0.15 9 0.04 INSIDE SURFACE AIR FILM SUBTOTAL R -VALUE CAVITY R -VALUE (Rc) WOOD FRAME R -VALUE 0.170 0.175 0.775 0.20 19.002 1.77 0.450 0.51 5.000 0.17 0.05 2.08 0.26 0.54 0.15 0.29 0.04 0.680 26.25 KC KT 'HEAT CAPACITY (Optional) WALL WEIGHT (lbs/sf) SPECIFIC HEAT (Btu/F-Ib) HC (A X B) (Btu/F-sf) 8.46 0.20 1.69 1.77 0.29 0.51 0.30 0.17 0.05 2.08 0.26 0.54 0.15 0.29 0.04 12.8 TOTAL HC 2 "NOTE: Weight and Specific Heat values for materials penetrated by wood framing include the effects of the framing members. [Q x Q] + F-1 1 / Rc 1 - (Fr -/6 /100) 1 / Rf Fr% / 100 ASSEMBLY U -VALUE This assembly contains metal framing. The Assembly U -Value has been calculated using the ASHRAE/CEC Zonal Cavity Method. EnergyPro 2.0 By EnregySoft User Number: 4845 Job Number: Page: 12 of 12 1