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13-0127 (SFD)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application description Property Zoning: Application valuation: Applicant: 1 Iii , I �'•° !, BUILDING & SAFETY DEPARTMENT BUILDING PERMIT 13-00000127 53210 AVENIDA DIAZ 774-042-011-14 -000000- DWELLING - SINGLE FAMILY DETACHED COVE RESIDENTIAL 123471 Architect or Engineer: ----------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions f Chapxer 9 (commencing with Section 7000) of Division 3 of the Bu in sand rofessionals e, an: Division 3 of the sand e, and Lice�e is in full force and effectis in full force and effect. License Class: B cense No.: 27 9 Date:-�-\��-��Contractor. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). I _ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: \� LQPERMIT Owner: 3 BOULDERS 45311 GOLF CENTER INDIO, CA 92201 ( PKWY B Contractor: CORONEL ENTERPRISES 42760 MADIO STREET INDIO, CA 92201 (760)775-1234 Lic. No.: 727199 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/13/13 ------------------ 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 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. _- I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor ` Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier STATE FUND Policy Number 9033452-2012 1 certify that, in the performance of the work f which th' per 't is issued, I shall not employ any person in anyUde ome s lest to the orkers compensation laws of California, and agree thatsubje t to the wor ;ers' co pensation provisions of Section 3700 of the Lthwi h comply wi thos provisions. Date: Applcan WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000) IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application,' the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work r 180 days will subject permit to cancellation. 1 certify that I have read this application and stat hat the a ve inform ion, s Corr ct. I ag ee to comply with all city and county ordinances and state laws relatin buildin construct n, and he by auth riza representatives of this countytoenter upon the above-mentioned r party f inspecti n purpose Date: C6 -t N0 Signature (Applicant or Age IN LQPERMTT Application Number . . . . 13-00000127 ------ Structure Information 1,918SF DWELLING/VB/RES-3/CL-A/13D [ENG] ----- Other struct info . . . . . CODE EDITION 2010 # BEDROOMS 3.00 FIRE SPRINKLERS 13D GARAGE SQ FTG 473.00 PATIO SQ FTG 187.00 NUMBER OF UNITS 1.00 1ST FLOOR SQUARE FOOTAGE 1918.00 ---------------------------------------------------------------------------- 2ND FLOOR SQUARE FOOTAGE 187.00 Permit BUILDING PERMIT Additional desc . . Permit Fee 723.50 Plan Check Fee 117.57 Issue Date . . . . Valuation . . . . 123471 Expiration Date 1/11/14 Qty Unit Charge Per Extension BASE FEE 639.50 24.00 3.5000 ---------------------------------------------------------------------------- THOU BLDG 100,001-500,000 84.00 Permit . . . ELEC-NEW RESIDENTIAL Additional desc . . Permit Fee . . . . 106.59 Plan Check Fee 6.66 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/11/14 Qty Unit Charge Per Extension BASE FEE 15.00 1918.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 67.13 473.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 9.46 1.00 15.0000 ---------------------------------------------------------------------------- EA ELEC TEMPORARY POWER POLE 15.00 Permit . . . GRADING PERMIT Additional desc . . Permit Fee. . 15.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/11/14 Qty Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- Permit . . . MECHANICAL Additional desc . Application Number .. . . . . 13-00000127 Permit . . . . . . MECHANICAL Permit Fee . . . . 64.50 Plan Check Fee 4.03 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 1/11/14 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 9.0000 EA MECH FURNACE <=100K 9.00 1.00 4.5000 EA MECH VENT INST/ DUCT ALT 4.50 1.00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU 16.50 2.00 6.5000 EA MECH VENT FAN 13.00 1.00 6.5000 ---------------------------------------------------------------------------- EA MECH EXHAUST HOOD 6.50 Permit . . . PLUMBING Additional desc . Permit Fee . . . . 129.00 Plan Check Fee 8.06 Issue Date . . . . Valuation . . . . 0 Expiration Date 1/11/14 Qty Unit Charge Per Extension BASE FEE 15.00 10.00 6.0000 EA PLB FIXTURE 60.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 6.00 .7500 EA PLB GAS PIPE >=5 4.50 1.00 15.0000 EA PLB GAS METER 15.00 ------------------------ f Notes and Comments 1,918SF.DWELLING/VB/RES-3/CLASS-A/13D [ENGINEERED] THIS PERMIT DOES NOT INCLUDE BLOCK WALLS, POOL, SPA OR DRIVEWAY APPROACH. **75% REDUCTION TO PLAN REVIEW FEES DUE TO MULTIPLE ISSUANCE OF PLAN TYPE** 2010 CALIFORNIA BUILDING CODES. June 27, 2013 1:59:07 PM AORTEGA " ---------------------------------------------------------------------------- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 5.00 DIF COMMUNITY CENTERS -RES 129.00 DIF CIVIC CENTER - RES 942.00 ENERGY REVIEW FEE 11.76 DIF FIRE PROTECTION -RES 433.00 GRADING PLAN CHECK FEE 15.00 DIF LIBRARIES - RES 344.00 MULTI -SPECIES (MSHCP) FEE 531.00 LQPERMIT T Application Number. . . . . . 13-00000127 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . DIF PARK MAINT FAC - RES 40.00 DIF PARKS/REC - RES 2048.00 COVE PRECISE PLAN FEE 100.00 STRONG MOTION (SMI) - RES 12.35 TUMF: RESIDENTIAL 1837.44 DIF STREET MAINT FAC -RES 116.00 DIF TRANSPORTATION - RES 2842.00 Fee summary ----------------- Charged ---------- Paid Credited ------------------------------ Due Permit Fee Total 1038.59 132.43 .00 906.16 Plan Check Total 136.32 117.57 .00 18.75 ,Other Fee Total 9406.55 .00 .00 9406.55. Grand 'Total 10581.46 250.00 .00 10331.46 LQPERMTT Building Adrs2 D\O (� Address �7 Owner Mailing AA I Address'A-L,�lu 6U w��a S� City Zip Contractor Address TUT 4,14 a" 13-12-7 P.O. BOX 1504 APPLICATION ONLY 78-495 CALLE TAMPICO cq Z LA QUINTA, CALIFORNIA 92253 BUILDING: TYPE CONST. OCC. GRP. A.P. Number)-Jy-IlSg_1 -d 11 Tel. Legal Description A �� 'HECINEUProject Description S� `1aDL-ok I -7F,�-Z�s-la3y & Classif.` 7 Lia # Arch., Engr., Designer -y LICENSED CONTRACTOR'S DECLARATION I hLeb&yX,,rm that I amlicensed under pro ' Chapter 9 (commencing with Section 003 of the Business and Pr ssions Co , nd my licTe is ip I fArce'a5 ffect. /' f Gt% J OWNER -BUILDER DECLARATION I hereby t am exempt from the Contractor's License Law for the following reason: (Sevusinesrssand iness and Professions Code: Any city or county which requires a permit to c0mprove, demolish, or repair any structure, prior to its issuance also requires theuch permit to lila a signed statement that he is licensed pursuant to the provisioactor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 oProfessions Code, or that he 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 live hundred dollars ($500). ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Profes- sions 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 through his own employees, provided that such improvements are not intended or offered for sale. 1!, however, the building or im- provement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The 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. B. & P.C. for this reason Date Owner WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation 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 Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT.' If, after making this Certificate of Exemption you should become subject to the Workers' Compensation Provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT Sq. Ft. \ ol, \ Q No.. t Comm New Y Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL �— REMARKS ZONE: BY: Minimum Setback Distances: Front Setback from Center Line— Rear Seltb ck from n ar Prop Line. Side SN Fe. etba kJt6rn_L;eker_LJ Side S��tp� k r'"from Property Line— ILII ►'() h 2013 FINAL DATE _ INSPECTOR Issued by:— Validated by: Validation: YELLOW = APPLICANT PIN V('F r;F?T PINK = FINANCE Date 8/13/13 No. 31775 Owner Coronel Enterprises Address City Zip Tract # Type Single Family Residence CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 APN # Jurisdiction Permit # No. of Units 4�S77 �lFl:ED��O Q BERMUDA DUNES r CA) RANCHO MIRAGE tj tom+ INDIAN WELLS tir PALM DESERT lr LA QUINTA (tINDIO yr'1 0 774-042-011 La Quinta 1 Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 53210 Avenida Diaz 1918 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments 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 (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that 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 ., Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $3.20 X 1,918 S.F. or $6,137.60 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By CC/Rabobank - Ish Coronel Check No. 008004459 Bank Name/Recipient of Certificate Telephone Funding Residential By Dr. Gary Rutherford Superintendent .r Fee collected /exemptyiPy S ar c(Yilvre7 Payment Recd ,'';$0.00 $6,137.60 4 : over/ur dec. �. Signature NOTICE: Pursuant to Government Code Section 66020(d)(1), this wil 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 the date on which the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID without embossed seal V Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 To: Greg Butler, Building & Safety Manager From: Les Johnson, Planning Director -CDD Permit #: BUILDING & SAFETY DEPARTMENT (760) 777-7012 FAX (760) 777-7011 To CDD: 3" S I Z Due Date: Status: Building Plans Approval (This is an approval to issue a Building Permit) The Community Development Department has reviewed the Building Plans for the following project: Description: Address or General Location: Applicant Contact:,�.� ��./� �� • S� $-- 3y� The Community Development Department finds -that: ❑ ...these Building Plans do not require. Community Development 2( Department approval. ...these Building Plans are approved by the Community Development Department. ❑ ...these Building Plans require corrections. Please forward a copy of the attached corrections to the applicant. When the corrections are made please return them to the Community Development Department for review. Les Johnson(, Planning Director -CDD 3 a DISCONNECT SWITCH FOR A/C CONDENSER SET AT REQUIRED HEIGHT GFCI WP FL MS & PC 'h' HOT Y2 HOT I FL 111 rAfC, 2 AR 9 IVISM PC / FL AFCI AFCI F Cl L= AFCI WP M & C FL an COMBO MESS so -cm TV -IFF FL if L -j AFCI Q EH AFCI - Art—1 .. J-' O AFCI s & PC FL FCI WP TEU I/F T.V DIS UN CO ELECTRICAL PLAN Scale: 114"= V-0" ---1d?rr11AJTMF WAMNGS) ONLY THIS DESIGN AND DRAVWNC-S ARE SUBM[TTED AS PESMICTTVE AND CONFIDENnAL DISCLOSURE THAT MAV NOT EE USED OR REPRODUCED MMOUT THE 14WITTEN C 53- R �c •�.\ C,'z BEAM - PU--%ST CONNECTION OF LA QUINTA BUILD NG & SAFETY DEPT. 2 APPROVED ' .FOR CONSTRUCTION 4 ODATE BY mi mi t .. FJQ."O. / 2— 6X8 BEAM PER PLAN 3-17`'� 3— 6X6 POST PER PLAN 4— SIMPSON A33 W/(4) -16d NAILS BEAM - PU--%ST CONNECTION •. Q � 9 L_ _ x SD3 i a III }� V� ZD �`=i' SD3 i vm i SD3 � '—=BRAG TSU / ROOF_B_N.______ DRAG LOAD = 1452 LBS m x I,I CITY. OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE BY--(&_ r. (!O. VAMO Pftr 444M4ft1 L&-4 S.w.#8 SIMPSON t° Ifl STRONGWALL SW24X10 PER SW1 �.I 5 4 I SD3 tjB.Ni�. 4X12 DROP BEAMD TR WU/S ROO AG SS A ?AD = 438 LBS ��s m �'o 00� 2X12 RAFTERS (2)4X6 SAI IS sn� >-1 Exp.5-39.4 4 !1 `'S ' ��{X�i+�F��,��✓` 3 -1 7-1x F FRAMING I I _ 3X4 I I y 11 9' (( S.W.#6 3 -POINT BEARING ROOF TRUSSES I ® 24" O.C. 4 6 (I PARAPET WALLS ON ROOF -SEE '4X4 I ARCHTECTURAL IDRAWINGS AND ISHEET S3 10 17 AT ROO S. 4X12 CC HSI SCALE: 1/4" - 1'-O" PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF. BANNING BEAUMONT CALIMESA CANYON LAKE COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY PALM DESERT PERRIS RANCHO MIRAGE RUBIDOUx CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: BOB BUSTER DISTRICT 1 JOHN TAVAG'LIONE DISTRICT 2 JEFF STONE DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT'S RIVERSIDE COUNTY FIRE DEPARTMENT IN COOPERATION WITH THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 922114131 • Phone (760) 863-8886 • Fax (760) 863-7072 www.rvdire.org January 21, 2014 CFB Fire Sprinkler Re: Residential Fire Sprinkler Plan Review LAQ-14-RS-005 53-210 Avenida Diaz La Quinta, CA The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department Planning & Engineering personnel and are approved with the following conditions: A minimum of three spare fire sprinklers of each type and temperature rating along with a sprinkler wrench should be located in a spare head cabinet at the system riser or other approved location. Permanently marked identification signs shall be attached to all control valves. NOTE: Verify location of Domestic water Tee tie-in location during OH Rough insp. A warning sign, with minimum '/ inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire. Devices that restrict the flow or decrease the pressure or automatically shut off the water to the fire sprinkler system, such as water softeners, filtration systems, and automatic shut-off valves, shall not be added to this system without a review of the fire sprinkler system by a fire protections specialist. DO NOT remove this sign. The following inspections/tests are required to be witnessed by the Fire Department Planning Division staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure. (b) Final inspection. The Fire Department job card, approved plans and conditions letter must be at the job site or NO inspection will be performed. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections) a minimum of 72 hours prior to the requested inspection date. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering staff at (760) 863-8886. Applicant/installer shall be responsible to contact the Fire Department to schedu inspection. Sincerely, Jaso tubble Fire ty Specialist _ Electronically Filed by Santiago Lopez-Ocampo and Authenticated at CalCERTS.com - 6/11/2013 '1 Electronically Signed at CalCERTS.com by Zeke Coronel (CORONEL ENTERPRISES INC) 6/12/2013 PERFORMANCE CERTIFICATE: Residential Part 1 of. -5 CF -1 R Project Name Coronel Enterprises - Plan 1918 - West Or Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 6/11/2013 Project Address 53210 Avenida Diaz La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 1,918 Addition n/a # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST El Yes ❑ No HERS Measures -- If Yes, A CF -4R must be provided per Part 2 of 5 of this form. El Yes ❑ No Special Features -- If Yes, see Part 2 of 5 of this form for details. INSULATION Area Special Construction Type Cavity (ft) Features see Part 2 of 5 Status Slab Unheated Slab -on -Grade None 1,918 Perim = 218' New Wall Wood Framed R-13 1,802 Ext --R-5.0 New Roof Wood Framed Attic R-38 1,917 Radiant Barrier Venting New N#%pulieft FENESTRATION U- r ®�� INTA Orientation Area(ft) '.Factor SHGC OverhangSidefins Shades TUs Right (S) 44.0 0.590 0.45 none none Bug Screen New Right (S) _ 7.1 0.510 Y.0,06_...none� , __q_none p,., ,_Bug,Screen New Rear (E)`'r { 22.0 .0: 90 0.45 noneA - -,. none'- , Bug Screen,, New Rear (E) X20.0 If 0.440 0.24 none ..` none- Bug Screen ` New Left (N) P ,+ 66.6_ 0.360 035 . none • none .._ J - , :Bug Screen , �• `e r i 4 - a New Left (Nf\, 52.0' N0.590� 0.45 —,none__'__'L none, ; 8u Screen t. iNew. Left (N). 28.0. 0.440 0.24 none none Bug Screen New Front (W) 34.8 0.440 0.24 none none Bug Screen New Front (W) 53.3 0.360 0.35 none none Bug Screen New Skylight 0.5 0.430 0.30 none none None New Skylight 0.5 0.430 0.30 none none None New HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location tatus HVAC System Ducted Ducted Attic, Ce* . g I .veW OF LA Vou 11 w 1NG & S WATER HEATING FOR CON Ot . Type Gallons Min. Eff Dis ribution S R S tus 1 Small Gas 50 0.65 All Pipe F I EnergyPro 5.1 by Ener Soft User Number. • 5732 RunCode: 2013-06-11T15:56:04 /D: LQ012213-COn06111 Pae 1 of 6 Reg: 213-N0005133C-000000000-0000 Registration Date/Time: 2013/01/24 09:16:09 HERS Provider: CalCERTS, Inc Electronically Filed by Santiago Lopez-Ocampo and Authenticated at CalCERTS.com - 6/11/2013 t Electronically Signed at CalCERTS.com by Zeke Coronel (CORONEL ENTERPRISES INC) 6/12/2013 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF -1 R Project Name Corone/ Enterprises - Plan 1918 - West Ori Building Type ® Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 6/11/2013 SPECIAL FEATURES INSPECTION CHECKLIST The 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 enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. The Roof R-38 Roof Attic w/Radiant Barrier includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as specified in Residential Appendix RA4.2.2. The Roof R-38 Roof Attic w/Radiant Barrier 1/150 Vent Area requires verification. II {J�l CT HERS' REQUIRED VERIFICATiIOIV Items in &s section require field testing and/or verification by a:certified,HERS;Rater Theinspector�must receive a completed CF -4R form for each of the measures listed below for final to be given. The Cooling System YorkCZB60.PS8CN100.2000cfm includes credit for a 11.2 EER Condenser. A certified HERS rater must field verify the installaticr%of the correct Condenser! The HVAC System HVAC System incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC System includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System HVAC System incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets'the specified criteria. �i BUILDING & SAFETY nf=r3T y APPROV ED _UUTION DATE B Ener Pro 5.1 by EnemySoft User Number. • 5732 RunCode: 2013-06-11715:56:04 ID: LQ012213-C 6 e 2 of 6 Reg: 213-N0005133C-000000000-0000 Registration Date/Time: 2013/01/24 09:16:09 HERS Provider: Ca10ERTS, Inc Electronically Filed by Santiago Lopez-Ocampo and Authenticated at CalCERTS.com - 6/11/2013 P Electronically Signed at CalCERTS.com by Zeke Coronel (CORONEL ENTERPRISES INC) 6/12/2013 PERFORMANCE CERTIFICATE: Residential Part 3 of 5 CF -1 R Project Name Building Type 0 Single Family ❑ Addition Alone Date Coronel Enterprises - Plan 1918 - West Oriel ❑ Multi Family ❑ Existing+ Addition/Alteration 1611112013 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft2- r Space Heating 4.04 4.08 -0.03 Space Cooling 54.45 49.64 4.81 Fans 11.00 15.01 -4.00 Domestic Hot Water 16.74 14.38 2.36 Pumps 0.00 0.00 0.00 Totals 86.24 83.10 3.14 Percent Better Than Standard: 3.6% BUILDING COMPLIES - HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (K9 270 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (149 415 88 Fuel Available at Site: Natural Gas (N) 650 147 Raised Floor Area: 0 (E) 415 42 Slab on Grade Area: 1,918 (S) 650 51 Average Ceiling Height: 10.0 Roof 1,918 1 Fenestration Average U -Factor: 0.47 TOTAL: 329 Average SHGC: 0.36 Fenestration/CFA Ratio: 17.1 REMARKS THIS CALCULATION SUPERCEDES ALL PREVIOUS REPORTS. SLO - 061113 �-. .�• k 3� � s F _ Y � i ��- } .., l'•4 w.�e 3�p.�R�^!*�� .\f: «. STATEMENT"OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Santiago Lopez-Ocampo 6/11/2013 Address P.O. Box 1018 Name City/State/ZipCity/State/Zip La Quinta, Ca 92247 Phone 760.485.8927 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope-sealin-g-fequife installer testing and certification and field verification by an approved HERS rater. ,,-A QUI NTA Designer or Owner (per Business & Professions Code)-11FETY DEPT. Company Coronel Enterprises ,;(OV E D Address 42760 Madio Street Name i"! .,NSTRUCTION City/State/Zip Indio, Ca 92201 Phone 760.775.1234 Signed .cen e # ate Ener Pro 5.1 by Ener Soft User Number: 5732 RunCode: 2013-06-11 T15:56:04 ID: LQ012213-CorrUil11 Page 3 of 6 Reg: 213-N0005133C-000000000-0000 Registration Date/Time: 2013/01/24 09:16:09 HERS Provider: CalCERTS, Inc Electronically Filed by Santiago Lopez-Ocampo and Authenticated at CalCERTS.com - 6/11/2013 r Electronically Signed at Ca10ERTS.com by Zeke Coronel (CORONEL ENTERPRISES INC) 6/12/2013 CERTIFICATE OF COMPLIANCE: Residential Part 4 of 5) CF -1 R Project Name Coronel Enterprises - Plan 1918 - West Oria Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1611112013 OPAQUE SURFACE DETAILS Surface Type Area U- - Insulation Joint Appendix Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments Slab 442 0.730 None 0 180 New 4.4.7-A1 Whole House Slab 1,476 0.730 None 0 180 New 4.4.7-A1 Whole House Wall 599 0.068 R-13 5.0 None 180 90 New 4.3.1-A3 Whole House Wall 373 0.068 R-13 5.0 None 90 90 New 4.3.1-A3 Whole House Wall 503 0.068 1 R-13 5.0 None 0 90 New 4.3.1-A3 Whole House Wall 327 0.068 R-13 5.0 None 270 90 New 4.3.1-A3 Whole House Roof 1,917 0.025 R-38 0 0 New 4.2.1-A21 Whole House FENESTRATION SURFACE DETAILS ID Type Area U -Factor SHGC2 Azm Status Glazing Type Location/Comments 1 Window 20.0 0.590 NFRC 0.45 NFRC 180 New IWC 6200 Alum/Low-E Whole House 2 Window 4.0 0.590 NFRC 0.45 NFRC 180 New IWC 6200 Alum/Low-E Whole House 3 Window' _ - 20.0 0.590 NFRC 0.45 NFRC 180 New IWC 6200 Alum/Low-E Whole House 4_ Window 7.1 0.510 NFRC 0.66 NFRC 180 New Pittsburgh Coming GB Whole House 5 Window.,- .- . 6.0 0.590 NFRC -._ 0.45 NFRC _ _.. 9.0 New.. __,,•_ .1WC 6200 Alum/Low-E , Whole House 6 Window". x„12.0 0.440 NFRC .I Zr 0.24 NFRC ^ --"190 New :Li 1WC.6200 Alum/Low-E Fix 1;, Whole House 7 Window, 116.0 0.590 NFRC f .' 0.45 'NFRC 90 New. --l" ; IWC 6200, Alum/Low-E' ° 1'.- Whole House 8 Window 8.0 0.440 NFRC f 0.24 NFRC ;.A 90 New .,,, IWC 6200 Alum Low -E F& Whole House - 9 Window 33.3 10. 360 NFRC S 0.35 NFRC. V - 0 Newk " Jeld-Wen;. Steel Fr Dr. t . Whole,House ,.v. 10 Window 4 X10.0: ) 0.590 NFRC f 0.45 NFRC A 0 Newt. -J. ' 1WC 6200A1um/Low-E.. .` Whole,Houseff` 11 Wfndowot r +-42.0 ,;.0.590 NFRC; "*0.'45 NFRC? i:!") -0 New:' �... 1WC.6200 Alum/Low-E,:,ogf-"-,.• Whole House. 0 12 Window -6.0 0.440 NFRC" t�.` 0.24 NFRC 0 New IWC 6200 Alum/Low-E Fix - Whole House 13 Window 33.3 0.360 NFRC 0.35 NFRC 0 New Jeld-Wen, Steel Fr. Dr. Whole House 14 Window ` 510.0 0.440 NFRC 0.24 NFRC 0 New IWC 6200 Alum/Low-E Fix Whole House 15 Window 15.0 0.590 NFRC 0.45 NFRC 0 New IWC 6200 Alum/Low-E Whole House 16 Window 6.0 - 0.440 NFRC 0.24NFRC 0 New IWC 6200 Alum/Low-E Fix Whole House (1) U -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Window Exterior Shade Type SHGC Hot Wd Ove hang Left Fin Right Fin Len HqA LExt RExt Dist Len I H t Dist Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 10 11 Bug Screen Bug Screen Bug Screen 0.76 0.76 0.76 t> 12 Bug Screen 0.76 OUN& MEE:_ 13 Bug Screen 0.76I�1 p i 14 Bu Screen 0.76 d s i 15 Bug Screen 0.76 r yrs ul'NizzIll Ulf 16 JBug Screen 0.76 r3 L Ene Pro 5.1 b Ener Soft User Number: 5732 RunCode: 2013-06-11715:56:04 1D: LQ012213-Co 6111 Fa - e 4 of 6 Reg: 213-N0005133C-000000000-0000 Registration Date/Time: 2013/01/24 09:16:09 HERS Provider: Ca10ERTS, Inc Electronically Filed by Santiago Lopez-Ocampo and Authenticated at CalCERTS.com - 6/11/2013 Electronically Signed at CalCERTS.com by Zeke Coronel (CORONEL ENTERPRISES INC) 6/12/2013 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name Coronel Enterprises - Plan 1918 - West Orie Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 6/11/2013 OPAQUE SURFACE DETAILS Surface U- Type Area Factor Insulation Joint Appendix Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments FENESTRATION SURFACE DETAILS ID Type Area LI -Factor' SHGC Azm Status Glazing Type Location/Comments 17 Window 15.0 0.590 NFRC 0.45 NFRC 0 New IWC 6200 Alum/Low-E Whole House 18 Window 6.0 0.440 NFRC 0.24 NFRC 0 New IWC 6200 Alum/Low-E Fix Whole House 19 Window 6.7 0.440 NFRC 0.24 NFRC 270 New IWC 6200 Alum/Low-E Fix Whole House 20 Window 2.7 0.440 NFRC 0.24 NFRC 270 New IWC 6200 Alum/Low-E Fix Whole House 21 Window 33.3 0.360 NFRC 0.35 NFRC 270 New Jeld-Wen, Steel Fr. Dc Whole House 22 Window, 10.0 0.440 NFRC - 0.24 NFRC 270 New IWC 6200 Alum/Low-E Fix Whole House 23 Window 6.7 0.440 NFRC 0.24 NFRC 270 New . IWC 6200 Alum/Low-E Fix Whole House 24 Window 2.17' 0.440 NFRC 0.24 NFRC 270 New IWC 6200 Alum/Low-E Fix Whole House 25 Window 20.0 0.360 NFRC 0.35 NFRC 270 New Jeld-Wen, Steel Fr.Dr. Whole House 26 Window 1 6.0 0.440 NFRC 0.24 NFRC 270 New IWC 6200 Alum/Low-E Fix Whole House 27 Skylight 0.5 0.430 NFRC 0.30 NFRC, 0 New Solatube Whole House 28 Skylight 0.5 0.430 NFRC 0.30 NFRC 0 New Solatube Whole House (1) 1 -1 -Factor Type: 2 SHGC Type: 116-A = Default Table from Standards, NFRC = Labeled Value 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type Window SHGC H t Wd Ove hang Left Fin Right Fin Len H t LExt RExt Dist Len H t Dist Len H t 17 Bug Screen 0.76 18 Bug Screen 0.76 19 Bug Screen 0.76 20 Bug Screen 0.76 21 Bug Screen 0.76 22 Bug Screen 0.76 23 Bug Screen 0.76 24 Bug Screen 0.76 25 Bug Screen 0.76 26 Bug Screen 0.76 27 None 1.00 - 28 None 1.00 , j C 71R 01 11 ."IrN Q QA- Ener Pro 5.1 by EnergySoft User Number: 5732 RunCode: 2013-06-11715:56:04 ID: LQ01-22-13-G • 5 of 6 Reg: 213-N0005133C-000000000-0000 Registration Date/Time: 2013/01/24 09:16:09 HERS Provider: Ca10ERTS, Inc Electronically Filed by Santiago Lopez-Ocampo and Authenticated at Ca10ERTS.com - 6/11/2013 ' Electronically Signed at CalCERTS.com by Zeke Coronel (CORONEL ENTERPRISES INC) 6/12/2013 CERTIFICATE OF COMPLIANCE: Residential Part 5 of 5 CF -1 R Project Name Corone/ Enterprises - Plan 1918 - West Orie Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 6/11/2013 BUILDING ZONE INFORMATION System Name Zone Name Floor Area New Existing Altered Removed Volume Year Built HVAC System Whole House 1,918 19,180 Totals 1,9181 0 0 0 HVAC SYSTEMS System Name Qty. Heating Type Min. Elf. Cooling Type Min. Eff. Thermostat Type Status HVAC System 1 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER Setback New 1 W:. HVAC DISTRIBUTION.:. System Name Heating .:;Duct,' . Cooling Duct Location R -Value Duc Tested? Status HVAC System Ducted Ducted Attic, Ceiling Ins, vented 8.0 New ❑ WATER HEATING SYSTEMS. S stem Name Qty. Type Distribution Rated Input (Btu h) Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status Rheem 41VRP50PT 1 Small Gas All Pipes Ins 40,000 50 0.65 n/a n/a New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length ft Q cm/ 0 S Ftem�NarAeV►�DI��CC W 8LA t}� ��r I Sul. 1D Ser Tick. Q . HP Plenum Outside Buried ❑ s.— ❑ CoI ❑ t` ,' /ON 1 ❑ DATE ❑ B EnergyPro 5.1 by Ener Soft User Number: 5732 RunCode: 2013-06-11715:56:04 ID: LQ012213-C 'x06111 '----Pa e 6 of 6 Reg: 213-N0005133C-000000000-0000 Registration Date/Time: 2013/01/24 09:16:09 HERS Provider: Ca10ERTS, Inc MODEL NO.: Leading Manufacturer of Spiral `Stair Kits ALUMINUM -SPIRAL `STAIR I ° (OF LA CUINTA 6' 0', 5'-6", 6'-0p, 6-6", 7'- /app DING SAFETY DEPT, DIAMETER CODE STAIRS FoIP3coNsr QED STANDARD #111 oaTF,I ,� CODE: 2011 CITY OF LOS. ANGELES BUILDING. 2010 C.R.C. / 2010 I.R.C. & 2009 IB -C. & 2009 I.R.C. LOS. ANGE 'r ES CITY LICENSED FABRICATOR #1150 LOS ANGELES CITY STANDARD PLAN #111 `- CITY EF„ SAN DIEGO STANDARD MASTER PLAN 40'. PTS PROJECT: 4231316. SRpFESSION� ��Qk.Q�p1.D E. ,i?No. 23 6 Exp. 12-31-13 �Q C)VA�- Q� �OF Gp1.\�° SEP 18 '12 RECE JUL 0 2 . CITY OF CbN►NU' yl�, pEVE WOOD Engineering, Inc. 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA, CA 91730 (909) 606-1000 - FAX (909) 605.8899 Main Plant & Showroom P. O. Box 547 400 Reed Road Broomall, PA 19008 (610) 5447100 (800) 523-7427 Fax (610) 5447297 Southem Showroom & Warehouse 6556 Superior Ave Sarasota, FL 34231 (813)923-1479 (a00) 648-6990 Fax (813) 923-6176 Southwest Showroom & Warehouse 8718 Westpark Drive Houston, TX 77063 (713) 789-0648 (800) 438-4766 Fax (713) 789.0720 Midwest Showroom & Warehouse: 886 Cambridge Drive Elk Grove Vil., IL 60007 (708)952-9010 (800) 453-4766 Fax (708) 952-0496 Northeast Showroom & Warehouse: 500 West Avenue Stamford, CT 06902 (203) 325-8466 (800) 523-4766 Fax (203) 967-4677 P. O. Box 3008 3949/1) Guasti Rd. Ontario, CA. 91761-0901 (909) 605-1000 (800) 382-4766 Fax(909) 605-8899 WOOD Engineering, Inc. su61ECf 5P/RAL sHEETNo./-OFq3 WOOD Enoneeringr Ine. sua,Ea 5P/RAL 5HEEr„o, 2 OF_ sb m.w,sv rb24�,. S TA/RNA Y JOB NO. 65-62 S..Uw v .,msn rd, 24 W 5TA/RNA Y roe No.65-62 �d.,ea.��raasv�+ /- 7-// m,.:�ex�mrre.4amau�, FOR THE IRON FOR THE IRON 10040 FOOTHILL BOULEVARDDATE 10040 FOOTHILL BOULEVARD DATE RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX(909)989-8106 DESIGNED BY—=>. W . RANCHO CUCAMONGA, CA 91730 (909) 989.2087 - FAX(909)989-8106 DESIGNED BY SHOP SHOP 5P/RAL 57'A/RN4Y SPIRAL 5TA/RNAY REQU/REMENT5 MODEL NO.: 57ANDARD #/lI /J (1009-U W/DTH = 44" M/N/MUM BUT, FOR 5PlRAL, EXCEPT/ON 2, 26 " MINIMUM PER /009.9, A T CODE-• 20// G/TY OF L05 AN6ELE5 BUILDING CODE - s BELOW HANDRA/L. 20/0 CALIFORNIA BUILD/NG COVE KITH 2,) t1/009.2) HEADROOM = 60" MINIMUM BUT, FOR 5PlRAL, „ (�!; —.%4.,, TY, A%IENDMENTS 2010 G.B.G. 8 2009 Q. C. EXCEPTION, 7.9" M/N/MUM PER 1009.9, 20/0 CALIFORNIA RES/DEXUA„ L-n CODE B 3 f /j009.4) TREADS = //" MIN/MUM, L 2009 /NTERNA•TIONAG ARES/GENT/.4L CODE. R/5ER5 = 4" MINIMUM 8 7" MAX/MUM BUT, FOR 5PlRAL, EXCEPT/ON 3, TREAD = 7.5" MIN/MUM AT 12" FROM NARRON LOADS EDGE ANO R15ER = 9.5" MAXIMUM PER /009. 0. L. _ /0.0 P.5.F- 300# GONG. 4J (1009.4.4/ TOLERANCE BETNEEN LARGE5T ANO L.L = 40.0 P..5.). (OR 40 P. 5.f 5NON/ OR LOAD AT SMALLEST TREAD OR R15ER 5HALL TL. = 50.0 P.S.F. EDGE OF NOT EXCEED 0.375 /NCH. TREAD OR 300# ON 5.) (1009.4.5) EXGEPT/ON5 50L /D R15ER NOT REQUIRED 4 50. 1N. FOR 5PlRAL 5TA/R, BUT G.R.G. 11.R.G. LIMlT5 " OTHER LOAD5 N/A OPENING TO NOT PA 56 4" DIAMETER 5PHERE 20) -L.F. 1N 1-3, F, H, 8 5 OGGUPANGIE5 NOT AGGE551BLE TO GENERAL FE/BL/C. TREAD 9116 "MAX RADIUS—� 50 P.L.F. AT TOP OF HANDRAIL (NON-RE5IDENTIAL) 200: LB.- ON HANDRAIL IN ANY DIRECT%ON- U 50# ON ONE 50 FT. ON INTERMEDIATE RA/L5 m (NOT REQUIRED 5/1-UL TANEOU5L Y I Yl rH ABOVE U lV 125" MAX. � 1: O.,THER.. LOA, DsJ. ONE.-THIRD ALLOWABLE 5TRE55 INCREASE NOT N � 9pMAX- Q PERMITTED WITH OTHER LOAD5., (1607.7.43 DELETED). ['- WOOD- "neerie i-Ine. SUBJER•:s"EE`NO: ...3� OF_ WOOD E line. -s118JECF, 5P/RAL. .SHMNO., 4 OFy S �24� STAIRWAY' 65-62 S � 5TA/R/NA )' 85=62 . �oeNo. 4� JOB No. CLYlY�19'FtN6 xar.EFn�/Br�3bpO�yp /-7-I1 Grmr�Imae�brde 1tima�n I-7-/I — FOR IRON FOR THE /ROH 10040 FOOTHILL BOULEVARDTHE DATE 10040 FOOTHILL BOULEVARD DATE RANCHO CUCAMONGA: CA 91730 (909).989-2087 - FAX'(909)98918106 DESIGNED BY -�. u/. RANCHO CUCAMONGA. CA 91730 (9M989-2087 - FAX(909)98"106 DESIGNED BY �• - W . 5HOP SHOP _ 5F/RAL. 5.TAIR{YAY REOU/REMENT5' : ' SP/RAL .5TAIRWAY REQU/REMENT5, 6J (1009.5) LAND/NG N/DTH �J� 12J (1009.[2) HANDRAIL5. HANORAIL5%BOTH 5/De5„AUT, FOR M415T EQUAL N/DTH OF �6 5PlRAL 5TA/R5, EXCEPTION 2, HANDRA/L ON ONE 515,E 5TA/R LAND/NG 15 PERM/TTEO. DIMENSION /N D/REG T10N OF TRAVEL 1%-U5T EQUAL 13J (/0122) HANDRAIL HEIGHT- = 34 :`MINIMUM 8 36” MAXIMUM. OR EXCEED WIDTH OF 577AIR5. D.00R5 5HALL /4.) (1012.3,) HANDRAIL GRA5P TYPE / OR TYPE 14 NOT OPEN OVER LANDINC7. CIRCULAR: 1.25" MINIMUMS 2" MAXIMUM. 60" LAND/NG NON-CIRCULAR: -4" MINIMUM 8 6.25" MAXIMUM PER/METER , .225" MAXIMUM 7J (/009.6.1) NALKING SURFACES 5HALL BE A SOLID GR055-5EGTlON. SURFACE. EXCEPTION: 0PEN/N65 PERM/TIED HANDRA/L5 NITH PERIMETER GREATER THAN THAT NIL NOT PA 55 112" DIAMETER SPHERE 6.25" 5HALL GOMPL Y N/TH TYPE // 0/ME1V5101V5 ELONGATED OPEN/NG5 5HALL BE OR EQU/VALENT GRASPAB/L1TY. E5,6E5 5HALL PERPENDICULAR TO TRAVEL. HAVE 0.0/ INCH MIN-VM RADIUS. HANDRAIL 6J (1009.62,) OUTDOOR 5TA/R5 5HALL HAVE SLOPE NOT TO /5J (1012 4,) HANDRAIL GRIP SURFACE BALLU5TER EXCEED 232; TO'PREVENT WA TER SHALL BE CONTINUOUS N/THOUT 5MALLER AGGUMULATION:ON'NALK/NG SURFAGE5. INTERUPTION BY NEWEL 1905 r5 THAN HANDRA/L OR OTHER OB5TRL16 rION5. /5 NOT 9.,) (1009.6.3,) U5EABLE 5PA6E UNDER 5PIRAL 5TA/R5 5HALL (NEWEL P05T5 PERM/TIED /N R-3,)- 0495TRUG770N, NOT BE-ENGL05EO... EXCEPT/ON 3. /6J 61012 6,) HANDRAIL EXTENSIONS. TOP /0,) (/009.7) 12 FT. MAXIMUM BETWEEN FLOOR LEVEL5 OR / OR/ZONTAL EXTEND HANDRA/L 12" AT TOP LANDINGS. 8 BOTTOM 8 RETURN CONT/NUE D ' TO GUARD, EXCEPT SLOPE /2" /011009.9) 5PIRAL 5TA/R5 MAYBE 41550 A5 A MEA N5 OF HANDRA/L5 1N EGRESS Y D ONL Nl THIN WELL INC UN/T5 OR DWEL L lNG5 NEED ONLY EXTEND a FROM A 5PAGE NOT MORE THAN 250 SQ. FT FROM TOP R15ER TO BOTTOM ANO SERVING NOT MORE THAN 5 0CCUPANT5 /2„ R15ER (NOT REQUIRED OR FROM GALLERIE5, 6ATWALK5, AND TO BE ACCE55149LE). BOTTOM GRIDIRONS /N ACCORDANCE NITH 5ECT/ON 1015.6. WOOD Engineering, Inc. SUBJECT RAL SHM7NO. •5 OF_ WOOD Engineering, Inc. SU&ECf SP/RAL SHEET NO. 6 OF_ s»,.a� fv r 5TA/RNAYsft_'w&�cp JOB NO. 05-82 5TA/RNAY JOB NO. BS -B2 ri*24bmpy 1- 7—// 77tk24 &.A, BOUiEVARD /— 7—// FOR THE IRON THE /ROH FOR 1Foo6 THILL BBOOUULEVARD DATE 10040 FOOTHILL THLL DATE RANCHO CUCAMONGA, CA 91730 (9M989-2087 • FAX(909)989-8106 DESIGNED BY —`" W RANCHO CUCAMONGA. CA 91730 (909)989`2087 • FAX(909)98"106p DESIGNED BY SHOP SHOP 59 -/RAL 5TA/RINAY REQV/REMENT5 GH� P / L /� .22 ('5 TEEw 7-,ER /7) 1/0[2.7% CLEARANCE 1 1/2° U (2205.1) ALLOWABLE 57RE55 OE5167N PER A.1.5 C. 360-05 lB) (10/28) HANDRAIL NO 5HARP E067E5 ON h WHICH S11PERCE0E5 A.I.S.G. 335-895/ SHALL NOT PROJEC T WALL AT HANDRAIL 5VPPLEMEN7- #/ 5PE6IFIGA7/0N FOR 57RVG TURAL INTO REQUIRED NIDTH WALL 5TEEL BU/LD/NGS AND A./.SG. 341-02 5E/51-f/G OF 5TA/RWAY MORE PROV15/ON5 FOR 57-RUG7URA1_ 5TEEL BUILDINGS. THAN 4.5 INCHES 2,) (2205.2) 505MIC DE5/6N PER A./.5.G. 341-05, PART I, /q) (10/3.1) G41ARP6 REOUIRED ON O 1F R /5 GREA TER THAN 3.0. 5TA/RWAY AND LANOIN6. 3) PER Al.S.G. 360 B2 LOAD COMB/NAT/ONS PER (/0/3.2) GVARD5 5HALL BE 42" H/GH. GVARD5 U5ED A5 APPLICABLE BUILDING CODE. (//3 /NGREASE FOR N/NO HANDRAIL IN /ND/V/DUAL 1 1/2 1 1/2" 8 5E15M/G /5 NO LONGER ALLONEO BY DELET/ON. ONEI-LING MAY BE 34" TO HANDRAIL SEE A.IS.G. 335 AS). 38"A50VE TREAD NOS/NG, CLEARANCES 4) A.1.5.6. 341 -OS 5PE61FICA7-10N5 ARE FOR MOMENT 20.) (10/3.3) OPEN/N65 /N GVARD5 5HALL HAVE FRAMES AND BRACED FRAMES. NHERE R /5 GREATER BALL115TER5 OR PATTERNS 5(5H THAT THAN 3.0. 4" DIAMETER SPHERE N/LL NOT RA 55. TR/ANGULAR OPENING AT R15ER, TREAD, $ 5) (2210) GOLD -FORMED 5TEEL PER NORTH AMERICAN BOTTOM RAIL SHALL NOT PA55 A 5PEG/F/GAT/ON FOR THE DE5IG1V OF 6" DIAMETER SPHERE. 57A/R5 TO ACCE55 GOLD -FORMED 5TEEL 5 7R61 MRAL MEMBERS PLUMB/(5, ELECTRICAL, OR MECHANICAL 575TEM5 (A./.5.l-NASPEG). OR EQUIPMENT OR IN GROVP 1-3, F, H, f 5 CONGLV5/ON.• OC611PANCZE5.15 L IM/TED 'TO 2/ " DIAMETER .5PHERE.' 4.375" DIAMETER SPHERE PERM/TIED /N /ND/V/OVAL EVALUATE ALL 5TEEL PARTS I/3 /NGREASE PER 3) DWELL INC UN/T5. ABOVE 15 NOT PERM1 TIED. AL50, EVALUATE ALL LIGHT GAGE 5TEEL PER A./5.1. 5100-07. BOL T5 5HALL COMPL Y WITH A.5. r. M. A307. WOOD-Engineering;-Ine.....SUBJEa_5PiRA-L.... SHEET.NO:? GF_ WOOD Engiineering, Inc. suBJEcr..5'1RAL SHEEENO. 8 OF= S F 5 TA/RWA Y JOB NO. B5 -B2 S &W— 5'TA'/RNA)' JOB NO. B5 -B2 4mvoe/6Rasb4+d@W4'pp+-a¢ I -7—/I Cr 9&RetGb=9& *w0%W /-7-// FOR THE IRON FOR THE IRON 10040 FOOTHILL BOULEVARD DATE 10040 FOOTHILL BOULEVARD DATE RANCHO CUCAMONGA. CA 91730 (909) 9889/-20087 - FAX (9009) 9899-78106 DESIGNED BY W. RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 9848106 DESIGNED BY �' W 514OP SHOP / GI7/ fPTL/� GO /faLUMINUM% LATERAL L67AO5- HIND: (20/0 G.B.G. /2009 IB.G. PER A.S.G.E. 7-05) 0 (2002.1) ANAL YT/GAL PROCEDURE (A.SG.E. 7-05, 6.5./) H = 36' MAX. 5' IX 7' MAA X. V5E.• AA A5M 35 AND AA ADM /-OS FOR DE5/GN, NlTH LOADS PER CHAPTER /6. V = qO M.P.H. G' (F/G. 6-1) Ke = 0.05 (TABLE 6-4) (5/1-1/LAR TO LA TT/GE FRAMENORK) h I. = /.0 (TABLE 6-1) (OCCUPANCY CATEGORY / OR /l) Kr = Kn = 0.98 AVG. (TABLE 6-3)m FOR EXP. G' GA5E / B 2 z = 30' (CENTER OF AREAL NOR5 T EXPOSURE HEIGHT h K:e = /O L2IDGE-5,^--�—" IF— 2 NIE E�K BWILDING & SAI- IY��'' G = 0.85. . 1, R G D S.T IR`y VR O yk"./2�e , = : y�C4Q�� . , B� K1 V 2(/' Glr = 0.00912156 xt d - = 0..ocl-'mO.gB)(lO _ /727 bA)- /B.O f DATE WOOD Engineering, Inc. SUBIECT 5P/RAL SHEETNO. 9 OF- WOOD Enginee�&I Inc. SUBJECT 5P/RAL F_ SHEETNO. /0 OF- STAIRWAY 5 85-82 s &W- STAIRWAY 85-82 JOB No +oB� /-7-// Fon THE IRON FOR THE IRON t FOOTHILL TH BOULEVARD DATE 1 FOOD TH BOULEVARD . DATE (RANCHOm989-2087 CAM AX (�j)9091-6 06 DESIGNED BY -`� W � � RANCHO C7 - FA (909) 9 9-81 (909) 989-2087 = FAX (904) 989.8106 DESIGNED BY SHOP SHOP LATERAL LOA05 LATERAL LOAD5 WIND WIND 31411-50. PROJECTED AREA (AVG. PER FT.) BALL415rER F = Gr: G GF AF /6.5/5, OTHER STRUCTURE) TREAD = ((4" + 2)/2140" x ® 4" 0. C. AVG. /2/3)(/2'%9" 0.c•)/FT. 8 2" 0. C. AVG. G = 0.85 (5EE ABOVE) = /07 50. WIF T PROJEC TION GF = 1.6 AV6. SPAG/N6 �_ AF = 1.43 BALL413MR5 = 0.75'((4' . 2)/2% x 12 %FT. F = /8.0(0.85)/.6(/.43) = 27:2 .1N./FT. _. 24.5 P.5.F.(L43 50.F7.) = 350 5AY 35 P.L.F. HANDRAIL = 2" 0 x L2%FT. 6ON6LU5/ON.• 415E 35 P.L.F. FOR WIND LOAD ON COLUMN = 24 SQ lN✓FT SPLICE e I FOR 7'-0" DIAMETER MAX. 5TA/RWAY. COLUMN = 4" x /2%FT. 2nd 5TORY = 4e. 50. /N/FT. 2",P A rorAL = /07,,-27,,-24,,4e TPT MAX. = 206 50. /N/FT. AF = (206//44) = 443 SOFT✓FT. I U 1 (2/3) AVG. ACW055 = (44 " x 12';)1144 TREAD d = 3.67 50.Fr✓Fr PROJECTION E = AF/A'G-= '1.43/567 4" d = 0.39 > 0.3 0. 7 - GF = (F16, -6,22. LAr77C 4- 40. FRAMEWORK5, FLAT 5/DED I`fEN1BER5l- 7'-0"' m MAX WOOD, - Inc: ' E'tt :SUBJECT, .5P/_RAC _ sHEET•Nor (/.... OF._. WOOD-E - Inc:' tlttE=s'�ng{' suB. a-5P/RA'L .. . ,SHEEENO- L; ..-OF:. - 5lncnsmE m STA/RWA)- 85-62 Sm.*24& S TAIRW 4 Y rwaeE yy .. JOB NO. rm,�+5,yyy W .JOB No. QMlrrsdNBR4s6b�Bt$f>p Auyn /- 7-// Cd'YnIMGNB RBtvbrraerB[dS'p Awyn /- 7-// FOB THE IRON FOB " THE /RON 1CH(: F UCAMI: BOULEVARD 1730 87 989-8106 DATE -`�� 10040 FOOTHILL BOULEVARD RANCHO CUC- • 91730 DATE . SHOP SHOP (909989-2( - FAX (990.9) DESIGNED BY LU. FAX (9 ) 9 (909) 9842087 - FAX (909) 989-8106 DESIGNED BY LA-FERAL :L•OAO5 G:B.G. / LB.Gl'" 'Ss= = 2."BS - ` L-A,TERAL• LOA05 C.BG; / 40.G:;" Ss = 2.85 SE/SM/G 5r = 1.30 5E15M/G (CONT✓ 51 = 430 CODE.• 20/0 G.B.G. / 2009 I.B.C. 4,) (/44.3) AD.k/57ED MAX/MUM E.O. 5PE5 rRAL G.B.G. / I.B.G. /6/3/, DEFERS TO A.S.G.E. 7 RESPONSE ACCELERATIONS, EXCLUDING CHAPTER /4 d APPENDIX /!A. = =/.0(2.85) 2.8 5,.,s Fa Ss g - - 5g 0 ('144.1) MAPPED ACCELERATION PARAMETERS Srn = F; Si =/.50(/.30)8 = 1.958 5s (0.2 SEG.) = 265 OR 2.0 (FIG. 22-/) sirs: coeFFtcr&vr BAa-o wow srrF CXA- 5r (40 5E6.,)= 130 OR 40 (FIG. 22-2) N/A FOR 5/MPL/FIED PROCEDURE WORST CA 5E FOR MO5T OF CALIFORNIA SJ (lL 4.4) DE5/6N 5PE6 TRAL RESPONSE ACGELERA TION5 8 UN/TED STA TES. (BUT Ss NEED NOT 5os = 2%3 5r+s = 2/3(285)8 = / 908 EXCEED 45 PER /2.8.1.3 ANAL YTIGAL OR ^� MAX F><a 1214.6.1 ANO 12.14.8./ 5/MPL/PIED, FOR REGULAR 5os = (2%3)Fo5s = (2/3)/4(/5) 57-RUG TORE LE55 THAN 5 5 rORIE5 = 1.40 W/ 5IMPL IFIED OE5167N 8 T ! 0.5s) 5oi = 2/3 5ai = 2/3(1.95)g 2J ('11.4.2) 51TE GLA55 _ 1.30g (N/A FOR 5IMPLIFIE0) 5/TE GLA55 ='D (DEFAULT {N/O 50IL5 REPORT UNLE55`E-OR F°/5-R50V.. 6.) (144.5 f 144.6) DE5/6N RESPONSE 5PE6TRUM ANO MGE BY BLDG. DEPT' RESPONSE 5PEGTRUM NOT REOU/REO 1, FOR I28 EOUIVALENT LATERAL FORGE 3i (l/.4.3) 5/7E GOEFFIGIENT /F0R,51rE6LA55 D) PROCEDURE. (N/A FOR 5/MPL IFIED) Ss/25 ": Fo = /O (TAOL•E /44-1) 7,) (11.5.1) IMPORTANCE FAG TOR 1 OR I = 40 FOR OCCUPANC Y GA TEGORY / OR l/ Fo ='11.40 N% 5/MPL IF/ED DESIGN PER 12./4 TABLE /-/ TYP. OFFICE, NOU5E, ETC. �. ASSEMBL Y 300 OGGUP. S 0.50 ,: Fv = LS (TABLE //.4-2) SCHOOL (N/A FOR 5/MPL /FIED) HEAL TN CARE 50 NO HAZMA T 5EE TABLE 145-1 FOR ALL OCCUPANCIES WOOD Engineering, InC. SUB1Ea 5PIRAL SHEETND. /3 DF_ WOOD Engineering,, Inc. -- SPIRAL SHEETNo. 14 DF_ sown m m 5 TA IRNA Y 65-82 stu.Yueia 5 TA/RWA Y 85-62 JOB �. eoe NO. C-11-W&R�E9n/N&dit AmLm /- 7-/I Cm md. ARacean6NB�iro l - 7-// FON THE IRON 10040 FOOTHILL BOULEVARD FOR THE IRON DATE 10040 FOOTHILL BOULEVARD DATE RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY -=1 W RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY >. (N. SHOP SHOP LATERAL LOAD5 G.B.G. / I.B.G.: Ss = 2.85 LATERAL LOAO5 G.B.G. / I.B.G.: 5s = 2.85 SEISMIC 5 = 1.30 SEISM/G 51 = /30 8✓ (/1.6) 5E/5M/45 DE5/6N CATEGORY (5D CG ) //,) (L22./) STRUCTURAL 5)5 TEM. 51= 1.30g > 0.75 .: 5.0. C. = E (N/A FOR 5IMPL/FIE9) LIGHT FRAMED WALLS 5HEATHEP {N/TN WOOD STRUCTURAL PANEL 5. 5os = I. qog � 0.50g a OCCUPANCYCAMC70R)' _ // .: 5.19.C. = O R = 6 //2 �r-LexIBLeoiaPrAen6r( OR .(1o=3 -I/2=2//2 N/A 5os = 1.40 ,1 0.50 .: S.D.G. = D FOR 5/MPL /F/ED ,W7`5/ = 1.30g,> 0.75g .: SD.G. = E (WA FOR /2) (/2.2.31) COMB/NATION OF LIGHT FRAMED WALL5 5/MPL/F/E19J WHEN USEO All 7-H 5P/RAL 5TA/R 5oi = 1.30g � 020g d (ORDINARY MOMENT FRAME) OCCUPANCY GATE6oRY = l/ .: SD.C. = D (WA FOR R= 31/26//2 5/MPL /F/ED) ll o = 2.0 -]--WA BUT 51 = I.30g 0.75g .: S.D.G. = E (WA FOR 5/MPL/FIED) 15,) (122.5.7) STEEL ORD/NARY MOMENT FRAME 15 PERMITTED IN L I6HT FRAME UP TO 35 FT. CONCLUSION.• S.O.C. = E 14,1 (!2.322/) FOR TYP/GAL SPIRAL STA/R5, NO HORIZONTAL OR /RRE64ZAR/T/E5 PER TABLE /23-1 5.D.C. = D FOR 51M1lLIFIED. /a.: NO TORSIONAL /RRE641LAR/TY. 9J (/lB./J FOR 520.6. = E OR F, STRUCTURE 5HALL NOT BE /b.: NO EXTREME 7OR5/01VAL /RRE6ULAR/TY. LOCA -TED WHERE THERE /5 A KNOWN POTENT/AL- 2: NO RE-ENTRANT GORNER5. FOR AN AG T/VE FAUL T TO CAL15E RUPTURE OF 3: NO D/APHRAC-M DI5CONTINUI TlE5 THE GROUND SURFACE AT THE STRUCTURE. > 50 15 OF AREA. (WA FOR 5/1%fPL IF/EDJ� 4.: NO OUT OF PLAN OFFSETS. 5.: NO NON -PARALLEL SHEAR WALL5 W/TN MAJOR AX/5. IO.) (L2./4 .0 5/1-fPL''/FIED DE5IGM I5 ,NOT APPLICABLE. 5) 8 b,J ARE NOT SATISFIED. WOOD -Engineering, Ine. SUB,Ecr- 58IRAL... . s„EETNo.. /5 .DF- WOOD Engineering; Inc. sua,Ecr.5P-/RAL. - SHEETND. 16 OF-rfflb25TA/RWAY JUSNU. 85-82 s bZ.� 5TA/RWAY JOB NO. 65-82 C--.W6R Bu4Lig� /-7-II Orm-W&R-d-(&ditD vn /-7-// FOR THE IRON FOR THE IRON 10040 FOOTHILL BOULEVARD DATE 10040 FOOTHILL BOULEVARD DATE RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY -`'- W . RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX(909)98"106 DESIGNED BY SHOP SHOP LA-TERAL LOAD5 CDC: /728.'6:: Ss = 2.85" LATERAL LOADS G:B.G: /LB:G:: Ss =-2.85 SEISM/G 5/ _ 1.30 SE/SM/G 51 = 1.30 15.1 (2322) FOR TYPICAL 5P/RAL 57A/R, NO VERTICAL 20,) (242.3) 305M/G LOAD COMB/NATIONS IRREGULAR/T/E5 PER TABLE /2.3-2. ALLOWABLE STRESS DE5/6N /a. 8 /b.: NO SOFT 5 70R 5. (1.o + 0.14505)0 + H + F + 0.7p OE 2.: NO WEIGHT MA55 IRREGULAR/T),' 6. (IO + O.IOSSDS)D + H + F + 0.525p QE 3.: NO VERTICAL GEOMETRIC /RRE6ULAR/TY 4.: NO VERT/GAL /N -PLANE D/5GON77NUM155. + 0 75L + 0.7-1,(Lr OR 5 OR RJ 50. f 5b.: NO WEAK STORY OR B. (0.6 - 0.145L25)O + 0.7P OE + H EXTREME WEAK STORY. /6) (123.4./) REDUNDANC)', RHO 21.1 (/24.2.3) 5E/5M/G LOAD G01-19INA7-1ON5 ALLOWABLE 57-RE55 DE5/6N EVALUAT/ON RHO = 1.O (NON-BUILD/N6 57RU5TURE COMBO 5. (1.0 + 0./4505)0 + H + F + O.7 p of NOT 51M/LAR TO BUILD/NGJ -' NOT A CONSIDERATION NO FLUID FOLATE D.F�lG PRESSURES. </� QUINT /71(12.4.21-505M1C LOAD EFFECT E = Eh * Ev FOR COMBO 5 8 6. /SA :T� AG� SID O E = Eh - Ev FOR COMBO 8. MONCL' U5YON L. - TRUCTION /8,) (12.4.2./) HORIZONTAL 5E15M/G LOAD EFFECTS R l (1. + 0.14 1.33)0 O.7p QE Eh = 0 of = 40V OR /OFF 000 + 0.70 E DATE 1V (/2.421) VERTICAL SEISMIC LOAD EFFECT Ev = 62.25O50 = 0.2(/.33)0 = 02660 WOOD Engineering, Inc. suamT 5P/RAL SHEETNO./7 oF_ WOOD Evigneeri� Im. BUBJEa 5P/RAL SHEETNO. /8 OF STA/RNA Y 65-62 5 rA/RWA >' 65-62 nth e D JOB NO. /- Mb24� JOB NO. 10040 FOOTHILLBpBOULEVA FOR THE /ROH DATE 10040 FOOTHILL BOULEVARD FOR THE /ROH DATE RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989-8106 SHOP DESIGNED BY 1--1--2. W RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 SHOP DESIGNED BY - W. LATERAL LOA05 G.B.G. / LB.G.: 55 = 2.85 5E/5M/G 51 _ /30 ?l) (U.423) 5E/5M/6 LOAD COMB/NAT/ONS (CONT) ALLOWABLE 5TRE55 19E5/6N EVALVAT/ON (CONT) COMBO 6. (/0 + 0./05505/0 + H + F + 0.525p OE + 0.75L COMBO 5. +0.75(LrOR5ORR) FOR EXTERIOR 5TA/R Lr; 8 R ARE LE55 GR/T/GAL THAN 0.75L OR 0.755 (O. 755 GRIT/CAL P/ 5NOW FOR 5EI5MlG) 0.0 + 0.IOS'l.55WO + 0.5-250. 0,)0-- + 0.755 1.140 + 0.5250E + 0.755 5EE COMBO 5. -1 COMBO 6. 110.6 - 0.14505,)V* 0.7,0 OE + H (O.6 - L2.14(133))12 + 0 V.0)0E LE55 GR/T/GAL THAN COMBO 5. FOR:' COMBO 5., 6., B 6. 5. 8 6. ARE CRITICAL. 4)5E. V0n---c-,/6N = 0.70E W //612 (COMBO 5) A.512. OR Vans-. cEs+6jv.. = 0.5250E N/ / 14,94 0.755 (COMBO `6:) LATERAL LOADS G.B.G. / 1B.C.: 5s = 265 5E151%;/IC 5 = 430 22) (/2.4.3) 505M/6 LOAD EFFEG T /NGLUO/NG OVER57-RENC-TH FACTOR. NOT APPL/GABLE FOR L IGHr FRAME. 5EE /2.10.2. / 23) (12-5) DIRECT/ON OF'LOAD/NG (12.5-2) 5E15M/G 2E5/6N CATE60RY B 2 ORTHA60NAL 91RE6 r/ON5 NEGLEC T INTERAG 7-10N. (12.53) SD.G. G SAME A5 B LINLE55 TYPE 5 HORIZONTAL /RREGULARITY PER TABLE /2.3-1 NO /RRE6ULAR/TY .: SAME A5 B. (125.4) 5.D.C. D, E, d F FOR-5F/RAL 5TA/R5 /NTER5EG7-1N6 GOLL/MN5 OR 5HEARWALL5 FROM 2 DIRECT/ON5 ARE NOT GR/r/GAL FOR COMB/NEO LOAD/N6. CONCLU5/ON.• DE5/6N FOR 505M/G LOAD FROM 2 ORTHA60NAL AX1555. TYPE 5 HORIZONTAL IRREGULARITY NOT PERMITTED. 24) (126).ANA'L Y5/5 PROCEDURE FOR 5.0.6., OCCUPANCY CATEGORY / 8 Ll6HT FRAMED NOT EXCEEDING 3'5TORIE5.' USE.- EOVI.VALENT'LATERAL FORGE PROCEDURE PER rABLE'12.6-1. suaJEGr.-SP_/RAL_ .. sHEETNO:_. "-7 SPIRAL... 20 ' WWD`Iii'. - OF-.. ..... SUaIECf-. .. .-SHEfENO:'OF,. .. ng�neering,-Inc.. WOOD Engineering, Inc:' 5TA/RPA Y S rA/RWA Y Joe No. 65=62 a ase Joe No. 85=62 Cmmra®/6Nmi>8raa�B f68 �zia� CbmaeraelARasmbiffalBWSp Aavy� ' 10040 FOOTHILL BOULEVARD FOp THE IRON DATE /- 10040 FOOTHILL BOULEVARD DATE RANCHO CUCAMONGA, CA 91730 - RANCHO CUCAMONGA. CA 91730 FOB rHE IRON _ (909) 989-2087 - FAX(909)98"106 1 514OP DESIGNED BY �- W . (9M989-2087 - FAX(909)989-8106 SHOP DESIGNED BY -' W . LA-TERA. Lr:LOAOS, G B:C: % LB.G:;' Ss�= 26: 5EI51-flG Si = 130 25) (/2.7-2) EFFEG TI VE 5E15M1C WE/6HT (W) N = D + 0.25 57ORA&E + /O P.5.F. PARTI -10N + EOV/PMENr + 0205 WHERE 5 > 30 P.5.F. WHERE 20 F..5. F. /5 115E0 FOR VERT/GAL LOA05 COMBO 5. P = / 1629 COMBO 6. N = 1.140 + O. 755 26) (12.7. ) 5 MLIC TZ/RAL MODEL /N6. FOR LIGHT FRAME 5TA/R5 WITH FLEX/BLE COLUMN, 3 FIFFNE55 AND 015 TRIB!/T/ON OF FORGES WILL N07 -BE GON5/0ERED:- i LATERAL.LOA25- G: B. G:'/'/B:C:; 5s'=-2"05" 5EI5141G 51 = 430 -2 7,) (12.6) EOV/VALENT LATERAL FORGE PROCEDURE R = 3.5 (TABLE /22-1,, C.4) BUT 05E R = 3.0 PER A./.5.6. 5PE6. A4/ IE = LO (TABLE 145-0 OGGUPANCY CATEGORY / OR (1262./) BU/LD/N6 PERIOD (/26.2) r = Ta' = Ct (hn) X Ct = 0.026 (TABLE 12.6-2) r = 0.016(36% 0.6 X = 0.60 = 0.026(/5 /9) hn = 30' MAX. 0.43 0.5,f (MIDDLE OF 5 57-OR/E5 MA55 AT : 55 = 415Og 3-5TORY) 5 = 3g r 5EE (42624) Si1 = 43O08 J 51 7T CLA55 D 15EE 2)) 5-5,> /.25 .: Fa = 40 510.50 Fv= 1.5 5,Ns Fa 55 = 10 x 450g = 150g 5Mi = F 5 = L5 x 430g = /95g 5cs = 2/3 5e+5 = 2/3(150g) _ /Og 5ci = 2/3 5Mi = 2/3(/.958) = /.308 WOOD EnglneerisW., InC.. sualEa 5P/RAL SHEETNO. 21 OF_ WOOD Etoneering, Inc. smEcr 5P/RAL SHEETNO. 22 OF_ STA/RWAY 65-62 S m STAIRWAY 65-62 e� JOB NO. JOB NO. e Rar66•�'9�roG�d /_ 7-l/ Rrmb.m/AxaWi�u.eJt6p/>A+# l- 7-// wn THE /ROH Fon THE IRON 10040 FOOTHILL BOULEVARD DATE 10040 FOOTHILL BOULEVARD DATE RANCHO CUCAMONGA, CA 91730 (904) 989-2087 - FAX (909) 989-8106 DESIGNED BY RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY SHOP SHOP LATERAL LOADS G.B.G. / 18.G.: 5s = 2.85 LATERAL LOA05 G.B.G. / l.B.G.: 5s = 2.85 5515MIC our - /-5o aALa4.A ren, sw- amoN J 5 = 130 5E/SMIG Bvr /s -LaCArw --� 5/ _ /.30 27) (/2.6) EQU/VA4ENT LATERAL FORGE PROCEDURE (CONT% 26.) (L26.3) VERTICAL 015 TR/BUT/ON OF 5E15M/6 FORGE5 Va4w = G5 W T = 0.43 <' 0.50 (SEE 27•)) Gs = 5v5 / (R / IE) K = 40 Gs = to / (30 / /.0) = 0.333 hx = 30, V = VansE cEs 6N• W/ = *VX= W/3 Fx=6vxV OR hx = 30'GR17-/GAL CS MAI = 5oi/ T(R / le) k _ /.30 / (0.43(3.0 / /.0)) Wx hx Cvx = = 30W = 30W = 0.56 _ /.008 t112.6.1.3) k 6W + /6W + 30W 54" X W/ h/ OR / = / 41 GVX = 056 Cs M/K = O.OI - W FX = 0.56 Vaase OR = 0.56(3W x 0.233) 30' Gs Mk = 0.5 5/ / (R / /e) = 0. 130)/(3.0//.01 = 0117 40 Cs 0.333 OR VaAw = Gs W = 0.333W / y PER 21) (12.4.3) A.SD. 0E516N EVALUAT/ON FX = 0.56 Valle FOR 0A 51C 6OM51NA T/ON5 = 0.56(3W x 0.175) /6 Vans. = OE = 0.333W. = 02414W 1/55..• COMBO 5. V5E. 'COMBO'S VaAWVEs/6N = 0.7(0.333W) + 1.160 A:S:D: = 0-233",, 4100. Fx = Vx = 0.39/" W OR OR „ COMBO'&: ✓SASE:OE5/6N =:0525(0.'333") +-1/4D: '+ 0.755 COMBO = 0.175" + /140 + 0.755 Fx = 0.2294" 3W WOOD -Engineering -Inc: sue Ea- sHEErNO::.-DF.- WOOD,EngneergInc. 5P/AG" --TRA SHEETNO.. 2oF; S° x� 65-62 /RSTA/RWAYSW 65-62 JOeNO. rob2� JOB NO. O»sr ANetd»m1Btd?74Cg 1- 7-// fn+nm®/&A d. &d*vD v, /-7-// 10040 FOOTHILL' BOULEVARD FOR THE IRON DATE 10040 FOOTHILL BOULEVARD FOR THE /ROH DATE RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY W . RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY -`�' . W SHOP SHOP - 6A-T€RAL- LOA_'D5>- G:B.'G: /'LAG.-: Ss'`< 2:6S' LATERAL LOADS G.B'G:' f ZB.'G"' " 5s = 265- 505M/6 /5 5 = L30 SEISMIC evr /s caccuA fo 5 = L30 29.) (/26.4) HORIZONTAL SHEAR 0157R1BUT/ON Vx = F/ F3 = 0.39/ Wx 5UMMARY.� A.S.D. / = / OR 0.391 WP / /E _ /0 8 OCCUPANCY CATEGORY / OR /l Vx = 0.391 WP CR17-ICAL ® 3RD LEVEL 2. 5s = 1.50g, 5/ = 1309 (BUT GOOD FOR 55 = 1.65 DUE TO Gs BA5E0 UPON MAX. 5s FOR T , 0.5s) U5E: 5A ME AS 251 3 51 TE 6LA55 O 30.) LOAD COMBINATION SUMMARY 4. 5os = 1.00g, 5oi = /309 U5E.• COMBO5. o c«¢ r 5. 505M/G DE51GN GA TEGOR)' E FoEe/6N = 0.390Y + 4160 6. 5E15M/G FORGE-RES/STING SYSTEM.• OR /� pME1J RffiME 1 NT / COMBO 6. a .ops FOES/6N = 0.294" /l 4v + 0.755 yf LA 7. DES/GMBASE 5H&Q j V �S�L/"; LLoa.�.�-W��o.�Ti1�:' DEPT. 3R, n L -EVE STAY •1� A� 6. 5E/511G RE58ON5 U0 F. / IomrTVJ - 0.33 FOR � 9. RESPONSE MOD/F A T/ F TOR: R = 3.0 /O. ANq'L �S��rEPR G E I�LV�9 NT-L-ATER FORGE WOO® Engdt4eering, Inc. SUBJECT 5FIRAL SHEETNO. 25 OF - F_5TA/RWA7' 6'-0"0 5 rA IRAVA 7' 1100 85-82 ry 74 fir.W 7-REA'0-'OE5/6/V='(/00-=P..5.F) /00- P. -5:F -L IL NO. O ,warmR.*6�Wue&gO-t. 39" 42" 1LE 0040 FOOTHILL BOULEVARD FOR THE IRON DATE RANCHO CUCAMONGA, CA 91730 SHOP ---1 (909) 989-2087 - FAX (909) 989-8106 29 DESIGNED 0Y W - TREAD OES/GN 38 4/ 5 -0" 0/AM, TO 7'-O" OIAM. 268 322 R = 2'-6" TREAD SAMPLE GALL: v 44/ 4 )i7= (/262' + 1752) / 268 - 11:24" Muni,' = 93(29 - //24) _ /,65/"# MGOnG.. (300?/2)(28.51 = 4,275."Al- 60V. LOAD '58AR/N6. BY' (2 TREA05. GONNEGTEO AT-E06E:lN/TH BALL!15TER (5P/NOLO WOODYEng0aaeering;-LYC: ' s m . ' .rNezabspy cm,b Rsa baa Bu7Se 10040 FOOTHILL BOULEVARDTHE RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX(909)989-8106 : SUBJEGF- `�: tf//. HL_. _. . 5TAIRP" ,' ..SHEET NO.. L•/. -OF_ JOB No. 85-82 DATE /- 7-// DESIGNED BY 6'-0"0 6'-6" O F00 IRON SHOP 7-REA'0-'OE5/6/V='(/00-=P..5.F) /00- P. -5:F -L IL WOOD EnglneerLaig, Inc. SUBJECT 5FIRAL SHEETNO.-26 OF_ sft. sW&iv+-m STAIRWAY B5-82 7fIb7IEna/yy JOB NO. Qmnmolti6Rar6btlNRuASpLlvgn., l- 7-l/ 10040 FOOTHILL BOULEVARD wH THE IRON DATE RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 SHOP DESIGNED BY . L.J. MEAD OE5161,1 000,-5 F,) /00 P.5.F. L.L. SAMPLE GALL: 0 = 5/N(8/2)R = 5/N 15'R = 0.259R = 7.75" R-/=30"-1=29" A = f(3 + Z0)1:,TR - V = (/.5 + aeR - l) = 268 50.1N. Pw/F = (L + 0)A//44 = 000 + /0)268//44 = 205+ X=[3(R-VZ12+(2c)-3)(R-1)2/6LA -_ (3(30 - 0^212 + (2(7. 75) - 3)(30 - 0^2161126e _ f(/,26/ + / 752)1/26,9 = 3,0/3/260 = //24" M.F. = Pwr.(R - = 205(30 - / - //.24) = 3,64/ /N. -LB. R-1.5=30-/.5=26.5" 1-f e. _ (Pcawl2)XR - l5) = /50(28.0) = 4,275 IN. -L B. --60V. _ ...WO0D?�ee yEC yCi SU81f.' ,SHEEf,NO._,_OF , 5TAIRNA Y 85-,92 m* 24 S -W JOB NO. ea MW&Remi]fWWW&ISp7Oftp7 /-7-// 10040 FOOTHILLBOULEVARD wq THE IRON DnTE RANCHO CUCAMONGA, CA 91730 - (909) 989-2087 - FAX (909) 989-8106 SHOP DESIGNED BY TREAD OE5/6N (40-PS:F)' 40. SAMPLE GALL: a = 5/N(B/2)R = 5/N 15*R = 0259R = 7.75" R -/= 30"-/= 29" A =((3+2o)/21(R-l)= 61.5 ,OXR-//=26850./N. PwiF = (L + 0/A//44 = (40 r /0)268//44 = 93# X = (3(R - 4) ^212 + (20 - 3)(R - /)"2/61/A _ (3(30 - 1)'212 + (2(7.75) - 3)(30 - V^2161/26,9 = ((l,26/ + /, 752)1/268 = 3,0/3/266 = 1124" = 93(30 - / - //24) 1,65/ /N. -LB. R-1.5= 30-1.5=26.5" Mccwc. _ (Pccre/2)(R - /5) = /50(28.0) = 4,275 /N. -LB. --60V. 5' O" O 5' 6" O 6'-0"0 6'-6" O 7'-0"0 R 30" 33. 36" 39" 42" a nN/ -7.75 8.55 9.32 /0/0 /0.68 R-1 aw 29 32 35 38 4/ A /so. /N,/ 268 322 379 44/ 508 Pw/F tie./ 205 246 290. 337 388 X avv //24 1.724 /327 /4.30 153/ R -I -X ow", 17,76 19. 76 2/. 73 2370 25.69 MwiF nm. -La/ 3,64/ 4,86/ 6,302 7,967 9,96,9 R-1.5 n�v 28.5 3/50 34.50 37.50 40.50 Pccre/2 2ev /50 /50 /50 /50 150 Mccre. //N-Lzu 4,2754, 725 - -5,175., 5,625. 6,075 V/LBl /'aGiJ M/NJ 300 300 300 3-67 388 WOOD EnglneerLaig, Inc. SUBJECT 5FIRAL SHEETNO.-26 OF_ sft. sW&iv+-m STAIRWAY B5-82 7fIb7IEna/yy JOB NO. Qmnmolti6Rar6btlNRuASpLlvgn., l- 7-l/ 10040 FOOTHILL BOULEVARD wH THE IRON DATE RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 SHOP DESIGNED BY . L.J. MEAD OE5161,1 000,-5 F,) /00 P.5.F. L.L. SAMPLE GALL: 0 = 5/N(8/2)R = 5/N 15'R = 0.259R = 7.75" R-/=30"-1=29" A = f(3 + Z0)1:,TR - V = (/.5 + aeR - l) = 268 50.1N. Pw/F = (L + 0)A//44 = 000 + /0)268//44 = 205+ X=[3(R-VZ12+(2c)-3)(R-1)2/6LA -_ (3(30 - 0^212 + (2(7. 75) - 3)(30 - 0^2161126e _ f(/,26/ + / 752)1/26,9 = 3,0/3/260 = //24" M.F. = Pwr.(R - = 205(30 - / - //.24) = 3,64/ /N. -LB. R-1.5=30-/.5=26.5" 1-f e. _ (Pcawl2)XR - l5) = /50(28.0) = 4,275 IN. -L B. --60V. _ ...WO0D?�ee yEC yCi SU81f.' ,SHEEf,NO._,_OF , 5TAIRNA Y 85-,92 m* 24 S -W JOB NO. ea MW&Remi]fWWW&ISp7Oftp7 /-7-// 10040 FOOTHILLBOULEVARD wq THE IRON DnTE RANCHO CUCAMONGA, CA 91730 - (909) 989-2087 - FAX (909) 989-8106 SHOP DESIGNED BY TREAD OE5/6N (40-PS:F)' 40. SAMPLE GALL: a = 5/N(B/2)R = 5/N 15*R = 0259R = 7.75" R -/= 30"-/= 29" A =((3+2o)/21(R-l)= 61.5 ,OXR-//=26850./N. PwiF = (L + 0/A//44 = (40 r /0)268//44 = 93# X = (3(R - 4) ^212 + (20 - 3)(R - /)"2/61/A _ (3(30 - 1)'212 + (2(7.75) - 3)(30 - V^2161/26,9 = ((l,26/ + /, 752)1/268 = 3,0/3/266 = 1124" = 93(30 - / - //24) 1,65/ /N. -LB. R-1.5= 30-1.5=26.5" Mccwc. _ (Pccre/2)(R - /5) = /50(28.0) = 4,275 /N. -LB. --60V. WOOD Engineering, Inc. 50--weJrsU.-M n b70 &-W LLnmddd Rn�&dSpfbs((n 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989-8106 TREAD DE5/61V (40 F5 F,) SUBJECT 5P/RAL SHEET NO. 29 OF_ 5TA/RWAY .JOB NO. 85-82 5TAIRP" 'r DATE /- 7-// FOR THE /RON SHOP DESIGNED BY • W 36" 40 P.5.F. L.L. WOOD Engineering, Inc. SUBJECT 5P/RAL SNEETND.300F_ sm..W&oh_m 5TAIRP" 'r 85-82 R 30" 33" 36" 39" 42" a mAv 7.75 8.55 9.32 /0./0 /0.88 R-1 ow 29 32 35 36 4/ A 266 322 379 44/ 508 PIN/F 2BJ 93 /12 /32 /53 /76 X mv /1.24 /2.24 /3.27 /4.30 /5.3/ R -1-9,w /7.76 19.76 2/.73 23.70 25.69 MINIF am -Liv 1,651 2,207 2,66/ 3,626 4,525 R-15 mw 26.5 3150 34.50 37.50 40.50 Pcarc/2 (LB.) 150 150 /50 /50 /50 Mcow. mN-Lei 4,275 4,725 5,175 5,625 6,075 Vaev cvo mw 1 300 1 300 1 300 1 300 300 WOOD Engineering, Inc. SUBJECT 5P/RAL SNEETND.300F_ sm..W&oh_m 5TAIRP" 'r 85-82 Tgy p& -W JOB NO. Gammored�ffiJitdSp� FOR THE /RON /- 7-// 10040 FOOTHILL BOULEVARDFOB THE IRON DATE RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989-8106 SHOP DESIGNED BY -T- W . TREAD DE5I6N //8" 5TEEL 3" x 4" G -GROSS 5EG TION PROPER/E5 b'=3.938" 1j BA5/G PARAMETERS 6=3.688" r = 0.25" o=A'-(2r+tJ t=0.125" y o, - A, - t = 1675" 0 Q a R = 0./675" b=B-(r+(t/Z) u=0.3925" + a (r + (M -W] I I m=/7.5.5 L X'c=1473" X'=1535" a = D.O (NO L IPS) Xo=3.228 " L 2.465" II b' = B' - ((t12J + a (ti2JJ G - 55C TION 2 = o. u5 J v = 7Tr/2 = 157r = 157(0.25 J = 0.3925" t-0.125" .0.125" r = 0.25" R = 0./875" NOTE - FOR ED/T/NG 11:11RP05E5 FROM A./.51. MANUAL TYPICAL LOWER CA5E LETTER WITH BAR ABOVE 15 REPLACED BY LOANER GA5E LETTER W1TH 'PRIME" 5YMBOL IN THI5 GALCULAT/ON. EXAMPLE.• Z? REPLACED ?VIM a WOOD Erigineering,:Inc. rcazs�•• annm�BxssNbiese�.&4re �+ 10040 FOOTHILL' BOULEVARD RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 SUBJECT•?rIm STA/RWAY -SHEETNO:•?�. DF-_ Joe No. 65-82 DATE /- 7- DESIGNED BY �' . W . WOOD -SUBJECT sZ« [bm�er�d/lembvmdraa9� 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989-8106 SUBJECT 7C/LCiiL STA/RANAY •SHEET NO.,.:7� OF_- -SHEET JOB No. 85-82 DATE DESIGNED BY W FOR THE IRON FOR THE /RON SHOP SHOP 7WEAD-DE5/6N - I/8"'57_EEL 3" x 4" G -GROSS 5EC TION PROPERrIE5 (CONT,) 2,) CRO55 SECTIONAL AREA WA a00 A = + 2b + 2 a v + (2 t% c + 2vJ I = 0.125%2.375", 2(3.668 "l + 2(0.3925.) + OJ = 0.125(2.375" + 7.376" + 0.785" + Of = 0.125'(10.536') _ /.317 50. /N. 3J MOMENT OF INERTIA ABOUT X - AX15 0.04/70 3 + Ly'(a/2J + rJ 1 + v((a/2J , 0.637r)11 /x = 2t + 0.149r 3 + 0833c 3 + (c/4)(0 - GJ 2 J(l + v((a/2J + 0.637x)^2 + 0./49r 3V WA - a 0 /99465 0.04/7(2375) 3 11114 = 2(0. /25) + 3.688((2.375 %2) + 0._25';)_2 + 0.3925'K(2375'12J + 0.637(0.25V)-2 + 014q(025;)-3 + 0 0.0156 = 025" (/0.5586 + 7,6209 + 0.7//9 + 0.0013 + OJ _ ?.223 TREAD DE5/GN 11,9115M51- 3",w /8"5TEFL3"x 4 " G -GROSS 5EG TION PRO)-ERT/E5 (CONT,) 4.) D157-ANCE BETYVEEN CENTROID AND ANEB CENTERLINE X'c = 2t/A / e((b/2J + r) + v(0.363r) + z(v(b + /.637r) + c(b + 2rJJ,) WA a a O.O ao4ao = 2(0.125'Y/13/7 / 3.686((3.688/2) + 0.25) oo4c+6 = O. /898 " / 7. 7227 + 0.0356 + 0 / = 0.1696" / 7.756 i = 14725 5) 0/5TANGE BETANEEN CENTROID AND OUT5/DE 0FA55 X ' = X 'c + t/2 0 615 53-�+ LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONq;F\RUPTION DATE I WOOD Engineering, Inc. suBJEa 5P/RAL sNEETNO.-33 OF_ WOOD Engineeljri& Inc. suaiEa 5P/RAL SHEETNO. 34 OF TA/RdVAY 85-62 -5 s STA/R{NA Y 85-82 JOB No. /-7-// 7lbs 24 &NVY JOB NO. /-7-// �B THE IRON FOB THE IRON 10=FOOTHILL BOULEVARD RANCHO CUCAMONGA, CA 91730 DATE looao FOOTHILL BOULEVARD RANCHO CUCAMONGA, CA 91730 DATE SHOP SHOP (909) 989-2087 FAX (909) 989-8106 DESIGNED BY W . (90� 9894087 - FAX (909) 989-8106 DESIGNED BY I. TREAD DE5/GN (CONT,) 1119,15 rEEL TREAD DE5/6N /18"STEEL 3" x 4" C -GROSS 5E6 T/ON PROPER rIE5 (cow-,) 3" x 4 " C -GROSS 5EC7/0N PROPERT/E5 /CONT,) 6,) MOMENT OF INERTIA ABOUT Y - AX/5 8,) D/STANCE BETWEEN CENTROID ANO SHEAR CENTER ey(b/2)+rJ2+63112+0.356 3 Zt { } + a + [c(h 2�/2 + v(b + 163702 + O./49� 31 = xo MEASURED IN NEC -A T/VE D1REC TION - AX'c 2 WA a • oo _ 4725" + /.755 49646 /8440 50 1629 = -3226 ' 3668((3.66812,)* 0-25)'-2 + (3.688,): 3/121 = 2(O.l25� + 0.356(0.25,)^3 + O J oo/sO 9,% 5T. VENANT TOR5/ON CON5TANT - 1.317,11.4725)^2 WA a . oa 0.94/ �� J = t 3/3 [a + 2b + 2u + a (2c + 20 = 0.25" (2 + 4.160/ r 0.0056 + OJ - 2655 0.35 = 0.25" (20.357) - 2.655 = 0./25 313 [2.375 + 2(3.666) + 2(0.3925) + OJ = 5.0692 - 2.855 = 2234 = 0.002013 [2.3 75 + 7.3760 + 0.7650 + 01 = 0.00065/[10,.5360,) = 0.00666 7,) 0/5TANCE BETWEEN 5/-1EAR CENTER AND WEB CENTERLINE WA - Q O.0 2) 3a'26'+ acYba'2 - bc' a'3 ,6a'2b'+ ac(Bc'2+I2aG'+6o'2,) WA a e 0.0 (2.875"",)"3' + 6(2675.")."2(3936 J + O [ 23.7637 82656' ' 97650/ = 3 936 " [0.4451 = /. 755" 2/.9.•06• ' - - p p+•- OOD- ��o�df��e� 5P/RAL•.- .SUBiECi..� .-• - -:SHEET 35. NO._OF_ �)/�� *� OOD-Ehemee Sng�:'8f<c� '�'SUB:IECT^ 5P.IRAL 36::i ..SHEET NO: OF>_ S T 4'IR/NAY 65-62� 57-AIRAIA)l 65-62. JOB NO. nbb24&-W JOB NO. CpmmoaB Netib•tis'Buffig Qat G6ABuF&p Asspi 1-7-H FOR THE IRON FOR THE IRON 10040 FOOTHILL'BOULEVARD DATE 10040 FOOTFALL BOULEVARD DATE RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY RANCHO CUCAMONGA, CA 91730 (909) 989-2087 • FAX (909) 989-8106 DESIGNED BY SHOP SHOP TREAD'•DESlGN //6""5`TEEL 7REAODV€5/6W 3" x 4 " c -GROSS 5E TION PROPERrIE5 (CONT,) 3" x 4" c -GROSS 5EC TION PROPERT/E5 (CONT.,) /0.,) INARP/NG CON5TAN7- //j PARAMETER R ry 2a' 3b' + 3a'2b'? WA a - oo tx'c a' 3 _ + tx'c 3a'1 46c '"4 + l/ZE7 ' 3 + bo ' 3 _ o' -2b' -2t 'r [>' cr '6 /2 J - 12 r 46pY��' 2 + l2a'?c'? 79.7697 206aa r0.125(L473,)(1675) r /2a' 26 ' + ba' 3c ' - 3 0. /25(/.473)"3(2.675/ ba'26' + Ko' + cr2c'l 3 - a24aG'2 WA a =oo /2 29.7697 2(2675,)"3(3.936,) + _ - [0.3646 -1.5131 82656 /S9o78 3(2675) 2(3936,) 2 + 0 2675 2(3 936,) 2(O. /251 eab96 .78 _ 12 /2) PARAMETER F 6(2875,) 2(3.936,) +(2.675+OJ3-O QF=t/2[(b'-X'cJ"4-x'c-4] + to' 2/4[(b' - X'aJ2 - X'c 21 = 16.0227 t 167.1627 + 304.544q-+ 0 1 2v66o 0.125/2[(3.936 - /473,)"'4 - /.473"'4,) /2 1` /953602 + 0.125(2.675) 2/4[(3.936 - 1,475,)-2 - 1.473 2] ' 6-26.56 24650 571. 7076 = 0.0625[36.921 - 4. 7061 + 01563[6.076 - 2.1701 = 1.3352 { 219.0639 } = 0.0625[322/4,) + 02563[3.9061 = 2.013 + 1.009 = 3.022 = 1.3352 /2.6096/ = 3.464 "_,I. WOOD Engineering, Inc. s-- 5PlRAL SHEET NO. 37 OF_ WOOD Engineering, InIc. suBJECT 5P/RAL SHEETHO. 38 OF_ s STA/RWAY 85-62 S STA/RWAY 85-82 rft ! wBNo. lRb ��v� �oBNo. O»n+cddd fl d. W8.mb 0-j. 1-7-/I Osnrx2al&RkVdr "&A*v 0.p /- 7-// 10040 FOOTHILL BOULEVARDFOB THE IRON DATE 10N IO FOOTHILL BOULEVARD FOB THE IRON DATE RANCHO CUCAMONGA, CA 91730 989-2087 FAX 989-8106 SHOP —T- W RANCHO CUCAMONGA, CA 91730 SHOP (909) - (909) DESIGNED BY . (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY TREAD 0E516N //6" 5TEEL TREAD DE5/6N //6" STEEL 3" x 4" G -GROSS 5EGT/ON PROPERTlE5 ICON 7',) 15,) PARAMETER R / x = 0.0 (NO L /PS) ,8 = a/2c Mb'- X *4)^3 (2/3)t(b • - x 4Jl(aY2) 3 - ((a%2J - c / 3J/ =o I-IV PARAMETER U5ED 1N DETERM/NA TION OF ELA5TIC GRITIGAL MOMENT J= 1/(21y)(%jW♦#.F rfl/ ) - XO = 1/(2(2234)) (-15/31 , 3022 + O) - (-3226) = 1/4.466 0.50,917)* 3.228 = 0.2236(15069) ,, 3.226 = 0.3377 + 3226 = 3.566 WOOD>E ee . ITC. �rcrc.�ll.- .. 7y,: npn . rung, su&1ECT• SHEEFNOIr OF_-- ,�,m;m ST A/RWAY 682 r�206mpy . Joe NO. 5 - ca,. meAEVDssy yi /-7-/l looao FOOTHILL BOULEVARD THE /RON DATE RANCHO CUCAMONGA, CA 91730 FDB (909) 989-2087 FAX (909) 989-8106 5HOP DESIGNED BY . W . TREAD' DE516'N' 57EEL" A. GENERAL PROV151ON5 (NORTH AMERICAN 5PEG/FICA7-ION FOR THE 0E516N OF GOLD -FORMED 5TEEL 5TRLICWRAL MEMBERS, 2007 ED1T10V A.12 A.5.0. APPENDIX A FOR U.5.A. Rn = NOMINAL STRENGTH = STRENGTH RES/STANCE PER CHAPTERS B TO 6 + APPENDIX A. A.5.0. = ALLOWABLE STRENGTH = RWfl Rn = FORGE OR MOMENT fl = 2.00 FOR MEMBERS (P.,) (Mn) ,(Z = 2.50 FOR GONNEGTION5 NOM/NAL LOAD5 = CODE LOA05 LBC., A.5.G.E 7 ETC✓ A3 LOA05 8 COMB/NAT/ON5 PER GORE (G. B.G., LB.G A4.1/ A.5.D. AG F,-9. sraEMsn+ _ F.$. R < Rn/fl 1� sTrwwrHREaaamo R,Ifl = ALLOWABLE 0E5/6N STRENGTH A5 N/A L.R.F.O. A6 L.5.0.. N/A A 72 GOLD FORM INCREASE IGNORE (CON5ERVA TI VE) 3" x 4" G-OR055 5EGT/ON PROPERT/E5 (GONTJ C-RO55 5EGT/ON PROPERT/E5 SUMMARY (//6" 5TEEL) A = 1317 50. IN. Ix = 2223 1N. -4 5x = 2223/(3.00/2) = 146 /N. 3 r -x = 2.223/1317 = 1.30 y ly = 2.234 /N. -4 Sy roP = 2.234/1.535 =1.46/N.3 5ysorrom = 2234/2465 = 0.91 1N. 3 ry = 2234/1317 -1.30. XO = X� R= 0.1675"Lh 1535" J = 0.00666 TOP FOR y --y y Cn = 54,t14 J = 3.566 4.000" t = 0.125" L. . --WOOD-E Inc.. . , sue/Ecr..5)- n STAIRWAY nm24&Mvgy JDs �. 35-62 c.rma �easmcm�r /- 7 -ll 10040 FOOTHILL 8OU"ARDFOp THE IRON DATE RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989.8106 SHOP DESIGNED BY �- W. TREAD-OE5I6N STEEL' B. ELEMENT5 3./1 (a)(3) ry/t mAx. = 60 FOR UN5TIFFENED ELEMENT "It -1 30 WILL 61 VE NOTICEABLE OEFORMA TION AT FULL DE5/6N STRENGTH 5/2 MAX. WEB/DEPTH/RAT/O TH/GKNE55 h/t h/t Tux. = 200 B2 / N/A 32.2 WA 023 WA 524 WA 831 N/A CITY OF L®A QUINTA 3 32 UN5T/FF,!ENEp�EFIENT��E GRD/ENT (a.) STRENGTH DETERM/NA°, . "®V E ]t FOR CC�RUCTlpN 5/0`N/ IN COMPRESS/ON' e ffa N NS/ON DATE WOOD Engineering, InC. SUBIER SPIRAL sNEETNo. 4/ oF= R►Op� Eri�rieet�tl� InC. SUBJEcr 5P/RAL sHEErNo. 42"oF_ y,ky„g�nbb STA/RWAY 85-62 s 5TA/R/NAY 65-82 a� JOB No. M12t et JOB NO. /- wB THE IRON wa THE IRON D040 FOOTHILL BOULEVARD DATE 10040 FOOTHILL THILL BOULEVARD DATE RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY -`� W . RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY SHOP SHOP TREAD OE5/6N //6" 5TEEL TREAD OE516N 1/6" 5TEEL B. ELEMENT5 (CONT.) 532 / B2. / (aJ (GONTJ B3.2 b=w WHENA <0.673(l PERPENOIGULAR I O b = RHO w WHEN A � 0.673 (l + SP.) f = Fc TO SYMMETRICAL d' WHERE Fc l5 AX/5 i - f Fcr OETERM/NEO i BY Fe 2.750" 0./25" fF/ (A350LV7F VALUE/ E3.000" CON5/DER fo 5ERVAr/VZ) .2 = 0 (cN /F F9 t 0 56 F . y O Fc = Fa 5)'MMETR/GAL AX15 K=0.57+02/SP+0.07P2 K = 0.57 (aJSt Fe = Gs.A .Pax + Gs J2 + ro 2(0-t/ 0ex.) 7r 2 6_ Fc' K (t/w% 2 fL 2 = (0.301 2 GLJ CmL L2(/ - IL 2) = 0.09 7 AC MAL 6 N5ERV. o.K 50.1 `'A -131 N. _,-03 2 = 0.43 (D. /25/3.686% 2 1.30 /20 - 0.09/ Pax = [7r 2 EX(('KxLx)/i xJ 21�� nN no of w- . = l(3./4% 2(29EWM2/ x 42)/130) 2I F, _ /2,934 = 62,116 2 1 N.A. f1 GrF = 0.6 - OAIMdM.zJ = O.6 - 0.4(0/M2J = 0.6 _ F/NO•-f- � �W 'Sf = Sc. = 0.9/ /N. 3 �r'o = Z.+ ry --2,, Xo 2 .`i"x (a.) PROCEDURE / II W O ; .N f = -Ay = '36,000 f'S.1. _ (130.) 2 + 030.)2 + (3226)2 = 3.7/ fi (b.) =PROGEOURE. // N/A t = 0.125 " 55E PRE. V10115 SHEETS:: FOR VAR/OU5 ' C-RO55 5EG7-10N PROPERTlE5. ' eee ��OO�C. 5PRAL_.. -suB,Ecrr5rA/RNA)' SHEEPNO F__W®OD E eer-n.0ri-Ync: SU&IECr.5P/RAL. SHET��$NO:44 OF.`E 843... " 5TA/RNA)' 65-62 rt47oF py JoB No. �y14Eyv, JOB No.•. a, nmre eaeo�ae earnscvG--&&R-&-A /- 7-// 9.#t*v .W /- 7-// FOR THE IRON FOR THE IRON 10040 FOOTHILLIBOULEVARD DATE 10040 FOOTHILL BOULEVARD DATE _ RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY -`�. W . RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 _ DESIGNED BY SHOP _ 5HOP . TREAD -DESIGN>. l/8" 5TEEL__.. >.:. TREA- .,OE5161W B2 / (a.) (CONT..) 332 / 32. / (a.) ICON r.) 63.12/ (CONT) G3.L2/ (CONT) / r 9r 2 E Civ 0-t6(j)rot LG(_U + (Kt Lt.)2 ] Fe = 5OM3 e276(36,000) � 0.56(36,000) G = /13E6 t = 2.l .: Fc = (/0/9)FyLr/ - ((/OFyJ/(36FaJ/J L Lt = 42 � (/O x 56K5.//(36 x 50./9 e.5./J)(3� = 40,000(/ - 0201 l (3./4% 2(2956.)3.464 = 40,000(0.60% o"t = 1.317,13.70-2 [/1356(0.00666.) + (2I x 42)"2 ] Fc = 32,030 <36,000 (FY.) 1 l [7750932,030P.5./. /6.l2 ,+ 7779] 0.055(77,516 + 126,0371 = 1/,306 l0.3/ 7)('2, //6lI/10.6(0.91)I x [3.566 +(-V (3.566) 2 _ -/49,629 7/6 + /3.76(0.162.) ] _ -/49,629[3.566, -y 3.901) 0.335) ry Fa = 50,/93 ` WOOD Engineering, LIC. SuwEcr 5P/RAL SHEETNO.45 OF_ WOOD Engineering, Inc. -a,- 5P/RAL SHEErNO. `�6 OF- 5TAI RWAY ,95-,92 5TA/R/NAY BS -02 lbb 4 JOB NO. JOB NO. BOULEVAARRD 1-7-H �B THE IRON FOR IRON 10040 Food THRILL ULEiEVAARRD DATE 10040 FOOTHILL THILL DATE RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY 7-7-->- W . RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX(909)989-8106 DESIGNED BY - �. W. SHOP SHOP TREAD DE5/61V //B" 5TEEL TREAD DE5/6N //8" 5TEEL 53.2 /52./ (a) (CONT.) B32 /B2/ 6a) (CONT] AFTER 32. / (al (CONT] W/t = 3.6,9,9/0.625 = 29.5 ,r 30 .: N0 NOT/GEABLE DEFORMATION. E_FFEGT/VE 5EGT/ON PROPERT/E5 &-AX/5) 60 MAX. O. /59' f = Fc = 32,030- G G' ELEMENT LX Lx Lx^2 v = 157r I R = 0.lee" A F� = 0.39" J r = 0.25" O/ 202 /O/ 204 206 0.686 / = 0.149r3 f O 202 /0/ 2.04 206 0.686 217200 = 0.0023 - L2, 934 2.332" i� 3 0.39 1173 0.85 1.,94 0.0023 O = 1.57) 0.673 .: b = RHO(WJ 2.0-2 0 O4 0.34 2.173 0.495 /,94 0.0023 E0 B.2-4 1P = 0--coN5ERv. 0312„ RHO = (1 - 1022/i1.,4 A O 2.375 2.270 5.317 12.24 0.0004 (0.22/1.57)P/.57 0.1517" 2.173" /Q1. = I Q2 ---- 720 /ll7 20.04 /377 = 0.548 O O = (-'2.0)^31L2 3 8 4 G.G. /•0/" "4 = 0.686 /N. X Lx /l. /7 NOTE. 5EG TION PROPERT/E5 b= 0.54,9W 3 I y X= _ = 1.55 = 0.548(3.665) == a XL 720 ARE GON5ERVAT/VE BA5ED UPON K = 0.43 � 0.57 MIN. =.2.02 - 0.78" � L55" 2 X r /N/TH Y� = 0 (5HT. 41) 1.y = �' / fj + �' Lx 2 - X 2� L t ,�. m - - -� AFTER 02.1 (al b = 2.02 5 .27" _ (/377 +20.04 - (155) 2(720)]0.125 (2/.42 = 17.30,0.125 F/ND.5e = EFFECTIVE `I 3.688" -� l = i4 /2 .125 = 0.5/5 UNST/FFENEO LEG IN COMPRESS/ON 5E6 TION MOOM115 SUMMARY• ABOUT t,. AX15 3.875" 3.938" EFFECT/VE 5EGT/ON y y AX15, / = 0.515 /N"4. l = 0.149r 3 = 0.0023" 4.000" BOTTOM.• Sb = O.'S/5/L55 = 0..33 /N. 3 (GOMPRE5.5 IV LEG) ' v = /.57r = 0.3.7 t = 0.125" TOP.- 5t = 0.515/0.78 = 0.66 /N. 3 (TENS/ONl (SEE NOTE) WOODEngineeringi-Inc. sueJEa SP/R.4L sHEErNo. `7 DF_ WOOD-Engineerin.4-LIC. suaJEa 5PIRAL SHEEFNO. 40-.OF- S ab24� 5TA/RWAY 85-82 STA/R/IVAY 05-62 JOa NO. JOB NO. �ub'A ftd=b7ZWB," D=o /- 7-I/ C-..W&fl..wW8.Ww -T /-7-// FOR THE IRON 10040 FOOTHILL BOULEVARD FOB THE IRON DATE 10040 FOOTHILL BOULEVARD DATE RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY �" W. RANCHO CUCAMONGA. CA 91730 (909) 9842087 - FAX(909)989-8106 DESIGNED BY - �. W . SHOP _ SHOP TREAD- DE516M, l/B" 5TEE1- TREAD DE5161V l/8" 57EEL PER G3././ 8 63./2 (G313 8 63./.4 ARE N/A_l GHEGK HANDRAIL TO 015 7-R/5VJTE 300# G.L. (CONT] CHECK / 1/2" O.D. x l/,9" WALL ALUMINUM OR BRA55 (CONT.) SMALLEST OF / = 0.04gO67((d "4) - (dl "4)1 Mn = Se Fy = 0.66(36,000) = 23,760"# = 5t = 0.66 OR Fy = 36,000 = 0.0490,97((/5"41. - 61.25"4)) Mn = Sc Fc = 0.33(32,030) = /0,570"# 5e = 56 = 0.33 = 0.129 W. "4 Fc = 32,030 MALLcw = MWM2 = 10,570/1.67 ALUM/NUM 3003-H14 (WIG/RCVMFERENTIAL WELDS, Ftv = 20.0 K 5. / Fty = 17.0 K.5.1. Fc y = 6,32q"#,> 6,304"# loo- 6 •-o- vIAN. 6,075'+1 40.7'-0'D/AM. �- wr.. aq MALLcNYy-Axis = 6,329# A.5.D. TEN5/0N Fbt = 1./7 Fty/ny = //7(/7)/1.65 = /205 GHEGK DEFLECTION OR J MAX = PL 3/3El 20 l/2" AWN l //2" Fbt = 1.24 Ftv/Kt nu =/24(20)//0(/.951 = 12 72 _ /50(40.5) 3/3(29E6)O.5/5 40 1/2" MAX. = 0.222" <,Z1360 = 0.233 O.K. COMPRE55/0N d MIN = 150(28.5) 3/(3(29Eb)0.515I 42 Rb/t = 0.7 /0. L25 = 6.0 < 20 = 0.078 " < 2L%360 = 0.16 " O_K.cOM5ERV 21 " MAX. -� Fc = 1.:/-7-Fey/ny-=-/./7(/5j//`65 = .O CHECK HANORAIL TO D15TR/5UTE 300# GONG. LOAD FOR 7-OR51ON 1 M,acaa = 0172 x /O L 5 _ r/tQ RjA DEP REDUCTION ON TREAD 1 L72e-',: 4� m = (300#/2)/21" = 7./#/" 1 'x 1 �-� `/ /-� PRO V' �D GO . M = 7./62/1"2/2 = /566 !it coNSERV. coNr. HANpRAIL MILL PROV/DE FIXITY®300# FOR R CON ,TRU C ION 50/-¢ # CHECK l //2" O.D. x l/,9" WALL f f f � ALUM/NUM OR BRA55 + 5 = 0.09b175((d"4) - (dl"4))/d f f f ll , OATE = 0.09,9175((1.5 "4) - (1.25 "4,)/1.5 = 0.172 /N. 3 WOOD Engineering, Inc. SUBJECT 59 -/,',AL S,EETNO. 4a _ WOOD Engineering, Inc. SUBJECT SP/RAL SHEET NO. 50 OF_ shcftw STAIRWAY 85-82 Sh t.W STAIRWAY 85-62 SPO& -W JOB NO. 77ffi24&.W JOB NO. /- 7-// Bo� /-7-// Fon THE IRON FOR THE IRON 10040 FOOTHILL UBoULEVAARRD DATE 10040 FOOTHILL ARD DATE RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY RANCHO CUCAMONGA. CA 91730 (909, 989-2087 - FAX (909) 989-8106 DESIGNED BY SHOP SHOP TREAD OE5/61V 116"5 TEEL TREAD OE5/GN l/8 "5TEEL CHECK HANDRAIL 7-0,915 7`R15V7f 300+6.L. (GONTJ CHECK HANDRAIL TO DI5TR/BUTS 300+ G.L. (CONT' CHECK / 112" 0. 0. x //8" WALL ALUMINUM OR BRA 55 (CONT) CHECK / //4" O.D. x //B" WALL 5 = 0.098/75((/15"4) - 61.0"4)) = 0.142 /N. 3 BRA55 343-94 STD. H58 Ftv = 40.0 K.5./. Fty = /8.0 K5.1. E = 15.OE6 / = 0.049087((/.25 4) - (/O"4/) = 0.072 /N. "4 BRA 55 VALUE5 EXCEED ALUM/NUM- O_K. 1-�/c5 OF ALUMINUM 606/-T6 HA rER/AL 5. CHECK DEFLEGT/ON-cmviYiLEr d Sows Ftv = 42.0 K.5./. Fty =. 35.0 K.5./ Fcy = 35.0 K.5.1. PA6E 555 A = (7./(2/)"4J/[8(/O.OE6)O./29J F5u = 270 / _ /0.056 TEN5/0N COMPARED TO TREAD OEFL5GT/ON Fbt =/./7(35.0')//65 = 24.82 V -0"O FAG TOR = 0.2.22/0.133 = /67 5AY /0090 Oe 5'-0 " (P FAG TOR = 0.078/0.133 = 0.59 5AY 59,$6 Fbt = /14(41.0)//.0(/.95) = 16.7/ GONGLUSION. GOMPRE55/ON CON5/DER 59,!�; OF TREAD /VEAL/ZEDOEPLCC770N Rb/t = 0.65/0.125 = 5.2 < 20 7OR5/ONAL MOMENT /5 ryn/arIN0A0< /L. Fc = 1.17(350)//65 = 24.82 K5-GOV. RE5/5TEO 5)' HANDRA/L. AMM rRAA5FER rO /NA6LQW = 0.142 x 24.82 = 3.52'k > 1,575"# Ax/AL LOAD /A' HANDRA/L 0 0/57R/Q'/TED rHR4-44sHA7r rHESrA/RINAr CHECK DEFLEGT/ON 0.240" 42" COMPARED TO TREAD OEFLEC TION ------------- 7'-O"d FACTOR =•0.222/02.40.= 0..93 5AY 93� 7:/u/„ 5;:0 " 0 FATOR.• ="'00.78/0.240 = 0.33 5AY 33� -COV. GONGLUS/ON.• , 300# GON5/DER 3350 OF TREAD 7OR5/ONAL MOMENT /5 RE515TED'BY HA NDRA/L': (GON5ERVA7/VE FOR 7'-0" D/AMj WOOD-Engin suBJEer--SP/RAL:_... sHEE7No: 5/' cF� - .WOOD-EngWeering,.Inc. _Ecr- S.P./_RAL , -s Ea. ; ,52 :DB_ Snacoudb STA/RWAY 85-82 �' 5TA/RWAY 85-82 Titbld_Emgy JOB NO. . 'r9b24&mgy JOB NO. C>»nm®/6 R.. bWd fildft Oms. CmnmC./AR4silmu./B4d5pL$cqn FOH THE IRON 10040 -FOOTHILL DATE 1RANCH 'COCAIN BOULEVARD 508 THE IRON OarE _ CUCAMONGA; CA 91730 (909)989-2087 C- FAX(909)989-8106 DESIGNED BY (909) 989-2087CAM AX ((�C).498� 06 DESIGNED BY 5HOP SHOP TRF4p DE5/GN.:.: //8="STEEL.. TREAD•DE5/GN. 1/8,"5TEEL . CHECK HANDRAIL TO 015TR/BUTE 300+ G.L. t/60/V CHECK HANDRA/L TO DISTRIBUTE 300 G.L. (GONTJ CHECK / 3/4" x 2" 50/10 OAK 5 / 75(2) - 2/6 = ll7 /N. 3 CHECK / l/4" O.O. x %/4" {VALE 5 = 0.098/75'(125"4) - (0.75 4)) = 0209 IN 3 / 75(2/ 3/L2 = Ll7 /N. "4 l = 0.049087((/25-4) - (0.75"4)) = 0.106 /N. "4 RED OAK OR MIXED OAK OR WHITE OAK 5EL. 5TR. BRA55 343-94 STD. H58 FYI = /,/50 x /.5 = /,725 P.S.I. Ftv = 40.0 K.5. /. Fty = /8.0 K.5. /. E = 15.OE6 E _ /. /E6 BY GOMPAR/501, 4V5E FORMULA5 SAME A5 ALUM/NUM. Macaw = /.l7 x 1, 725 = 2,0/B'k 1,575"# N Fbt = /. /7(18.0)//65 = 2/06 - COV. OR CHECK DEFLECTION 3/4" Fbt = /24(40.0)/1.95 = 25.43/ d = (17.1(2/)"4J/[8(/.156)//7J = 0./34" SEG TION 5/1-f/LAR TO ALUMINUM, GON5/DER Fcy = Fty COMPARED TO TREAD DEFLEGT/ON 7 =0' m FAG TOR = 0.222/0.134 = 1.65 5A)/00i� H,v = 0209 x 2/.06 = 4.40'k /,575V 5'-O" cP FACTOR = 0.078/0.134 = 0.582 5A)563K CHECK DEFLEGTION GONGLU5/ON.• d = (7.1(12/)"4J/j8(/5.OE6)O.106J = 0./09" GON5/DER 5B1; OF TREAD TOR5/ONAL MOMENT /5 -: RE515MP BY HANDRA/L. COMPARED TO TREAD DEFLEGT/ON*: (CONSERVATIVE FOR 7' -O' -P,) 7'-0'0 FAG TOR = 0222/0. /09 = 2.0 SAY /ODS 5"6) FAG TOR = 0.078/0./09 = 0.72 5AY 7231; a GONGLV510N.- CON5/DER 72A; OF TREAD TOR5/ONAL ,MOMENT /5, , RE515T5D,BY HANDRA/L. (GONSER ✓.4 TIVE FOR 7'-O "mJ WOOD Engineering, Inc. suBLEa 5P/RAL: SHEETNO. 53 OF_ WOOD eering, Inc. suaiEa 5P/RAL SHEETNO. - 4 OOF_ Srft S TA/RWA Y JOB NO. 65-62 5)> � �^"°'""°T 5 TA/RWA )' JOB NO. 65-62 Ze Camwtla'&RWNtffi'@ IDLY /- Cam /6RasHantlm WWDasb7 FOR THE IRON 10040 FOOTHILL BOULEVARDFDR THE IRON DATE 10040 FOOTHILL BOULEVARD DATE RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY SHOP 5HOP TREAD DE5/61V //6" 5TEEL TREAD DES/GN //6" 5TEEL GHEGK HANDRAIL TO D/5TR/BUTE 300+ G.L. (DONT% 6=6"D/AM. GHEGK TORSION W/ 300# G.L. Mz SUMMARY. FOR: HANDRAILS (NOT ORITIGAL W/ UN/FORM LOAD) / //2" O.D. x l/6"WALL, 3003-H/4 ALUM/NUM OR 6 =6" D/AM. GR/T. PT. A' 843-94 5TD. H56 BRA55 (59%) Mx = 5,625'# �SHT. 29/ 2375' VH OR Mz = /SOa / //4" O.D. x //6"WALL, 606/-T6 ALUMINUM (333K) VH NA.oR = 150, 0./0') �It ry - /5 /5OR / //4" O.D. x //4"WALL 543-94 5M. H58 BRA55 (7250 0.671-fz = /,0/5"# ry 0 / 3/4"x 2" 5EL. 57-R. REO OAK, MIXED OAK, I OR WHI TE OAK (5490 VH = Mz/0.78 u 4V5E: HANORAIL5 TO RE5/5733% OF TORS/ONAL MOMENT /N TREADS 5A5ED UPON M05T = /,0/5/0.78 0.125" CRITICAL 5'-O" DIAMETER. FOR TREAD DE5/6N, _ /,30/# (TOR5/0NAL 5HEARl 3.00' U5E 6796 OF TORSIONAL MOMENT FOR DE5I6N. CON5ERVATIVE FOR DIAMETER5 LARGER Vv = 300#/2 = /50# (VERT/GAL SHEAR 51-17'-. 29) THAN 5'-O': I SEG TION AH = 3.0 x 0./25 (AT COL.) �/50# = 0.375 5O. IN. OR AH=2x 0.78x0./25 = 0./95 --COV. Av=2x4"x0.125 = 1.00 SEG TION (AT BALLU5TER) :. WOOD=E ;I i�iC.i.... I*n� -SWBJEa- SPIRAL._... ... 55. .SHEET NO. -_OF_ 'WWDiE ee "`Ine.' SUBJC{T .RAL . 56. .SHEET NO. OF_.. STA/RWAY�STAIRWAY 65-62 ,gi5P/ 65-62 Cw'mv®/b Rasi�De/@tdSpAvkyn JOB NO. 1-7-// rdbQ ComuvdtrRev4nGa/@ud&g�gn JOBNO. /-7-1/ 1CH FOOTHILL'BOUI:EVA FOR THE IRON DATE 10040 FOOTHILL BOULEVARD FOR. THE IRON DATE (909)989-2087RANCHO91 CAM AX (9099)98306 DESIGNED BY �� LN. A(90 ) 9 91730 RANCHO CUCAMONGA,-FAX(909)989-8106 C909)'98P2087 ' - � FAX (909) 989$1 O6 DESIGNED BY SHOP SHOP TREAD OE576M //6" 57EEL- TREAD OE5/6N 3/I6" 5TEEL 6'-6 " 0/AM. 7'-0 " D/AM. G/3.3 COMBINED SHEAR AND BENDING GHEGK 7-OR5/ON W/ 300# G.L. 2 12 v(Vv) 12 ( .(l v(VH, 121 O.5 (NOT CRITICAL HI UNIFORM LOAD/ Mz < /.0 Cr 7=0"D/AM. GR/T. J+ l+` J J Mnxo Vn Vn -PT. Mx = 6,075'+/ A ' .alb = 1.67 VH 21� M = Mx = 5,625 "# _/50(10.66) VH N.A. Mnxo = /0,570 "# _ /,632 "# �- — — — - 6, /a6 " m ,il v = /.60 0.67Mz = 0.67(/,632) h = /,093 "# �A i TIAL 0 Vv = 300#/2 = /50# 0.125 Vn = A+vFv h/t = 4.0/0./25 = 32 _ (/.0)2/,600# VH = Mz/0.76 = 2/,600# EKy/Fy = 29Eb(5.34h/ 6,000 = 1,093/0.76 VH = /,301# = 656 > 32 = /,40/# (TORSIONAL 5HEAR) SEG TION VnH = (0./95)(2/,600) Fv = 0.601-y (AT DOL-) _ .4,2/2# = 2/,600 Vv = 300#/2 = /50# (VERT/GAL SHEAR SHTR�'� 2 ? 2 //�� AN = 3.Ox�18�ITY O� C�UINTA /67x5,625 1.60x/50 /60x/,30/ OS [( /0,570 ) + ( 2/,600 + 42/2 ] `- /0 /5 OR= 0564 BUILDING & ,AFETY DEPT. (0.49)110.5 AH>2x0.x0./6 p� 0193--GOAH� P R (O. 79 + 0.00 + 0.241 0.5 = /.O/ - 1.00 /z OVER OK. rOR5/OVAL -OR MOMENTrYrb'-6"DIAM. Av 2 xx 4" r 0.166r CONrTF _ 50 D TIONLLI/5TER) USE.• 63 x 4 x l/6" MIN. TREAD SECT/ON " DATE t' FOR 6'-6 MAX. DIAM. WI 7-1-1 40 P.S.F. L.L. 8 300# G.L. WOOD Engineering, Inc. SUa— 5P/RAL SHMNO. 57 OF_ WOOD Engipeeri„p- Inc.. SUBIECT SP/RAL. SHEETNO. 5B OF_ smcft.W&_m STAIRWAY 85-82 so ftw&W_+v--vr 5TA/RINAY •85-82 MN 24&.W JOB NO. My1e�, JOB NO. Cbnm,ad.�d Ras6bw�B�afoplMsyn /-7- LLm,ardNd RaWn"B,Ab6Aakw 10040 FOOTHILL BOULEVARD FOR THE IRON DATE 10040 FOOTHILL BOULEVARD FOR THE /RON DATE RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY W . RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989-6106 DESIGNED BY —`-�' . W. 5HOP SHOP TREAD OE516N 3//6"STEEL TREAD DE5/6N //B" STEEL M/N. G33 COMB/HED SHEAR ANO BEND/NG G36 COMBINED BEND/N6 AND TOR5/ON / 050 1 (l v(Vv/ 12+ / vnH GON5/DER COMB/NEO 5END/N6 FL415 TOR5/ONAL SHEARS �21 I\ K ,(lb(M) )2+ GHEGK /N 63.3 SATISFACTORYANO AL 50, SECTION 15 Mn x O l ` Vn J Vny J RE57RAINEO. .(lb = 1.67 GJP GK. CONNECT/ON ® COLUMN 7MCKNE55 A0..65n-1PNr IWASERV.. EFFECT/✓E M = Mx = 6,075 "� sEC ria. PA=0 eE 4AR6ER/ 15,e-55"#BY INSPECT/ON, USE COMPLETE m JOINT PENETRATION WELD TO (l v = /.60 DEVELOPE STRENGTH OF MEMBER. ry' Vv = 300#/2 = /50#COA5ERv. ¢& USE. WELD PER DETAIL W/E7OXX. 3.00” Vn = ARYFv h/t = 4.0/0. L25 = 32 EFFEG TI VE 5E6 T/ON = 32,400# EKy/Fy = 29E6(5.34)/36,000 GHEGK TREAD ® CONCENTRATED LOAD VH = 1,40/# = 65.6 > 32 Vny = (02931(2/,600/ Fv = 0.60Fy EDGE STIFFENER = 6,329# = 2/,600 6 „ FOR' 5'-6 " D/AM. /.b,, r— B GREA TER /.607512 r 160 (/6 1?1 05 /505 400 ) 6-32480/ C` J +1\+`/I J t/O300#((0.64% 2+ (0.007) 2+ (0.35)"2. O.5GONG.((0.41/+ 0.00 + O."13� 0.5'= 0:73-'c LOT, !/5E: G3 x 4 x 3//6 " M/N. TREAD 5EG T/ONFOR qhV,)'L2 7'-O"MAX.-D/AM. IN/TH 300# 40 P.5.F L.L. 8 300# G.L. 2„x -2(4 50 TREAD PLAN 5=0" DIAM. TO 7'=0" L2/AM. -'' WOOD-Eneerin -lnew..SUBAECF-_SPLRA_L._.._..._^SHEETNO"--59. OF_ .. ...W®OD.Ei�g(neCring,..ine. SUB.IECT..SP/RA.L... •SHEET'NO: .6Q:OF•.. ' STAIRWAY 6.5-62 S4b2``E STAIR'INAY BJ`' -012 � JOB NO. JOB NO. Qvmm�dRstib•,v�B ffip�s`m /- Cbm�a/dR4sm4?ta/BWSpQagy, /- 7-// - FOR THE /ROH FOR THE IRON 10040 FOOTHILL BOULEVARDDATE RANCHO CUCAMONGA, CA 91730 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA, 91730 DATE— SHOP SHOP • (909)989-2087 FAX (909) 989-8106 DESIGNED BY " . L.J. (909) 989-2087 - -FAX(909) 989-8106 'DESIGNED BY W �. TREAD•=LE5'/GN= //8."STEEL-.-M/N:.. 7-REAO'OE5/6N 300# TREAD 5111MMARY.• 40 P.S.F. OR 300# G.L. GHEGK TREAD AT GONG. LOAD CA55 / j r Y f A✓6. I I 300(/7.8)/6 = 890"# I I �-.-ARr/AL Flxlrrl /4 78 2'-6" M/N. RAD. GON5/0ER 2-WAY AGT/ON N% 12" EFFECT/VE PV/DTH GA5E l ®Z 3' 6" MAX. RAO. �CON5ERV. FOR 6'-7' TO 7=0-D/AM. 5 = /2(0.125)2/6 = 0.0313 TREAD /2(0.!25)"3//2 = 0.00/953 m I MA = 0.03/3(0.75 x 36 Ks./J = 043V 1 890 "# O.K. d = ((300/2)(17.6)"3.1/Il`12(29E6)0.00/953J � � = 0.078 .- //16 " NOT GR/r/GAL I 0 _ CHECK 300# G.L. AT END OF TREAD GA5E 2 L = 21 "MAX //6 " 5 MEL PLATE UP. TO P = 300# nl 3'-3" RADIUS M = 300(2/)/4 = 1,575"# 00# 00 3116" STEEL PLATE 3'-4" TREAD TO 3'-6 " RA 01415 (7'-0" PIA M,) GK L2" x 2" x //8" (GON5ERV.) TO COLUMN Fb =22000 P.S./. ry GJP ® MA < 0.131 z 22,000 TREAD 2„ = 2,882"#.1 /,.575'# h d =(300(2/) 3J/(l92(29E6)O.190J 45A5E 2— = 0.003 NOT GR/T/GAL NOTE BALLUSTER5 W/LL AL50 TRANSFER 300# LOAD TO HANDRAIL AND 015TR/BUTE TO 5/DE OF TREAD. COLUMN �� 12"LIP MAY BE OM/TTED AT USE: //6" PLATE'•MlN' FOR=Y"-O"O/AM. MAX. (6'- 7" TO 7'-Q" D/AM. REQU/RES 3//6 " 2 =6 "RAD/U5 FOR STRENGTH AT COLUMN) WOOD Engineering, Inc. SUBJECT 5PIRAL SKEETNO. 61 OF— WOOD Engneering, Inn. suBJECr 5P/RAL SHEET No. b2 OF TAIRWA Y JOB NO. BS-BZ7&102 S 5TA/Rl VA Y JOB NO. BS -82 jy�y 0 �B THE IRON con THE IRON 100400040 FOOTHILL TH BOULEVARD DATE 10040 FOOTHILLBo�� DATE RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX(909)989-8106 DESIGNED BY --'=>. W - RANCHO CUCAMONGA, CA 91730 (909) 989.2087 - FAX(909)989-8106 DESIGNED BY 5HOP 5HOP TREAD DE516N 3/16 " ALUMINUM TREAD OE5/6N 3/16 " ALUM/NUM 5EG7'10N PROPERTIE5 y R =.0.375 5EG7-10N PROPERTIE5 (CONT,% 5052-H32 R = 0.1,06 /x = 3.253 /N. 4 Sxt = 3.253//564 X = 2.08 /N. 3 h I 5xc = 3.253/2.436 tlj = /.34 /N. 3 �i i ly = 3.164 1N. -4 t=0.186 :y = 3./64/1.5 . 5001 .500 = 2.11 IN 3 3.000 ALLOWABLE 5TRE55E5 (WELD AFFECTED AREA) Y b/t = 3.625/0.188 5EGTlON (0./e8) 1/2"=l" =19.3')14 X39• ---------------------- REG/ON5 ---------------------- Area: 1.952 Fe = 9.7 - 0.166(22/4) Perimeter: 21142 = 9.7 - 0.166(19.3) Bound/n9 box: X. -1.500 -- 1:500 = 6.50 K.5.1. r.•` -2:436- -- G564" Centroid: X: 0 00 )' 0.000 MA = 1.34(6.50) Moments of /nertio: X. 3253 K. 3.164 Product of...Inert/a:. Xr.• 0.000. Radii of gyrot/on:- X. 1:29/ r.• 1.273 Principal moments::and X -r directlons: about centroid.. /: 3.%64'dlong (0000 -/000] J. 3153 olong (/000 0.0001. ,• woOD Ea�neeruW,,-Anc. � suBJFGE. 'IR 4'L_ . ... -SHEETNO:...63_,OF_- — .. ..: woo D'gngrneering,-lnc. sueJECr. SP-/Rf_3L. .aHEEr No...64 (x._ — S STA'IRINA r_ e5 -e2 5T4/RWA r 65-62 f JOBNO. M62.� JOBNO. c -'r WBYIeS B ffigD-&, / 7-11 (b.-..,* B49aWrdB/Bu.}b9 �n /-7-11 10040 FOOTHILL BOULEVARD FOB THE IRON DATE 10040 FOOTHILL BOULEVARD FOR THE IRON DATE AMONGA.* CA 91730 (909)989-2087RANCHO C— FAX'(909) 989-8106 DESIGNED BY �� W . RANCHO-2087CUCAMONGA.FA() 9 91730 (909) 989-2087 - � FAX (909) 989-8706 DESIGNED BY 5HOP — SHOP TREAD OE516N 3/16." ALUMINUM TREAD• 0,ff5/CN• ALU/-1/NUM GHEGK DEFLECTION 5052-H32 GHEGK TOR51ON W/ 300# G.L. 505-2 -2 (NOT GR/T/GAL RV/ UN/FORM LOAD) 7 0" DIAM. Mz d = PL e / E/ 7-O" DIAM. PT. A _ /50(40.5)"3/3(lO./E6)325 Mx = ,(5HT. 29) 6075"# I = 0.10/" = 2L/e00 < 2LI360 VH0 v Mz = 150 5'-D" 01A M. = 150(0.6,0) d = /50(26.5)"3/3(IO.lE6)3.25 = 1,632'+ VH N.A. �— -�--- O 0.e7Mz = 1,420"# 0 �/3Z COMPARED TO HANDRAIL d = 0.240 COV. (5HT 50 REak;r/0H h VH = Mz//56 FAG TOR 7 o"DIAh> = 0./01/0.24 = 0.42 OR 423i5 OF 300# 15 = 1420//56 I D15TR1BUTED TO 0. 00 = 9/O# (TORS/ONAL SHEAR) I RE515T TOR510N 3.00" FAG TOR 5 =o • D/AM = 0.032/0.24 I Vv = 300#/2 5EG T10N = 0.13 OR /R OF 300# 15 = 150# (VERT/GAL SHEAR2) 5HT 9) (AT COL. DI 01STRIBUTED TO , RE515T TOR510N. AN = 3.0 x 1601% / XQURATA GONCLUS/ON.• CON5IDER /3� OF TOR510NAL MOMENT = 0.564 / 015 Oe BY& DINH -C 18, RE515TED Br HANDRAIL. (CONSERVATIVE FOR 7'-O" DIAM,). AH = O.5e6 6 x O. B 0 / APP Av = 504" o.laeFOR CO UC926WN FOR: HANDRAILS SHOWN ON 5HT. 50. T BALL05TER5) L15E: HANDRAIL5 TO RE515T OF TOR510NAL MOMENT /N TREAD5. FOR TREAD DE5/CN AV/ 3/16 " ALUM/NUM, U5E e7A; OF TOR510NAL MOMENT FOR TREAD DE51GN, DATE v (CONSERVATIVE FOR 7'-O" DIAM) WOOD Engineering, Inc. sUBJECT 5P/RAL SHEETNO. 65 OF_ WOOD Engineering; Inc. suBJE(T SP/RAL SHEET"NO. 66 OF_ STA/RINAY 65-62 STA/RINAY 85-62 e� JOB NO. rab 4� JOB NO. ' /-7-// BOULEVARD /- 7-// FOR THE IRON FOR THE IRON 100400040 FOOTHILL UBO LEVARD DATE 100400040 FOOTHIL DATE RANCHO CUCAMONGA, CA.91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY W . RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY SHOP SHOP TREAD DE5/61V 5116 " ALUM/NUM TREAD DE5/6N 3/16 " ALUM/NUM 4.4 COMB/NEO SHEAR AND BENDING 5052-H32 5052-H32 (NELD AFFECTED AREAi 7-0" DIAM.. GK CONNECT/ON ® COLUMN 7'-0" D/AM.' fo + fb 2+ f_ "/.o GJP BY INSPECTION, U5E COMPLETE Fb Fs JOINT PENETRATION NELD TO OR DEVELOPE 5TREN6TH OF MEMBER. 2 (5EC TION 52.2.2/. )-2l.O ( + (V ( MA) VA)2.VHA L155. WELD PER DETAIL N/ 0 5356 WELD FILLER FOR M = 6,075'# 5052 TO 5052 OR 5052 MA = 8,7/0'# • TO 6061-T6. 3.00" Vv = 300#12 = /50# EFFEG TIVE SEG TION V VA = AvFv /7/t= 4.0/0.188 = 21.3 < 55 Fv =',3.30 K5./. GHEGK TREAD ® CONCENTRATED LOAD . 4,950!1 EDGE STIFFENER FOR 5'-6 "01A M. = VH 9/O# 5 e GREATER VHA = AHFV 4611 VHA = (0.564/(3.30/ 300# Q 6,075 2 /50 2 9/O 2 GONG. Q Q LOAD �(0. 4,950)G.O: Al2 701 2.. + (0.030,1 2 ,(0..4.7 2'A(0.49) + 0.00 + 024 = 0.73 < 100 300# ON -2 x 2 50G3 x 4 x 3116 " M/N. 5052-H32 ALUMINUM (4 50. IN,) TREA"D 5EG TION FOR 7'-O"' MAX: DIAM.- YNLTH' 8,300# G.L. TREAD PLAN S=0". DIAM. TO 7=0" D/AM i.,. 'W®OD'FE ee.• 'Yne. '. S -SU8JEGT.P_/RA_L:, .-...... ...SNEETWO:.6:7.OF_ WVVD."E `. LlC� 'SUBJECT...SPIRA'L. :SHFET'NO: ..68 OF' STA/RNAYs„t;�;;n 5TAIRNAY 85-82 .'itb7eEna'py.: . JOB No. ,r2bleEib,A,... JOB NO. ['m re,�dassoFa,adB�nLAa /-7-/I C.,.,,:mNBR11-?'i &aLmLW,Ln I -7-1I r -0B THE IRON FOR THE IRON 10040 FOOT}IILL/BOULEVARD 91730 RANCHO CUCAIv1FAX �`� 10040 FOOTHILL BOULEVARD 30 CA 917 DATE SHOP SHOP (909)'989-2087 - FAX (909) 989-8106 (9 ) 9 DESIGNED BY —�. W . gN989-2087C- AX (�) 989-8106 (9 DESIGNED 8Y TREAP-DE5/GN 3%/6"` 4'L'UM/IJUM TREAD' DE5/6N> 3/l6" ALUMINUM GHEGK TREAD AT GONG, LOAD CA 55 / 5052-H32 V-0" DIAM. TREAD SUMMAR). 40,-.5.F. OR 300# G.L. M = PL/6 = 30007.8//6 = 890"# PAIP7)AL FIXITY 300# 1'-6"MIN. RAD. CONS/DER 2 -NAY AG T/ON N/ 12" EFFEG TIVE NIDTH I ®= 3'-6 "MAX RAO. Ft=14.0K.5.I. Fc=/7.OK5./. 1 ,5 = 12(0.188% 2/6 = 0.0707 f TREAD 0.0066517.6" 0 MA = e-2.0707,114,0,<-5,1,1 = 990'# > 890'# OK A = [(300/2l(17e8 3X19200./E6/0.006651 GA5E / { = 0.066 -. 1116" NOT GRl rlGAL 0 — I CHECK 300# (5. L. AT ENO OF TREAD CA5E2 _ _J L = 21 "MAX. 300# P = 300# 1 3//6" ALUM/NUM PLATE M = 300('/)/4 = /,575'# 1 its 5052-H32 N/5356 NELD FILLER AT NELD5 GK.L2".x2"x3//6"(GONSERV.J N _ -TREAD b/,t = 21(3//6) = /0.7 > 8.0�0 TO COLUMN • t; 15.0 2" (� GJP Fc = /7.3 - '0.05.7400. V._ //,158 ® Fb= 1/,158 P-.5./. CA55 2 TREAD 5 = 0./86 —------- MA=0.186x//,156 ` =2075"# r X575"# ' - -• '- d = (300(2// 3XI9200JE6/0.268J = 0.0.05 NorCRMCAL COLUMN I/8 'L LSO TRANSFERD 300# LOA NOTE. BALLU5TER5'N/L,A 2" L/P MAY BE TO HANDRAIL s ND'•015 TAR/BUTE TO 51PE OF TREAD. OMITTED A T " USE: 3//6 " ALUMINUM PLA TE, 5052-H32 2'-6 RAOIUS FOR 7'-0" D/AM. MAX. WOOD Engineering, Inc. SUBJECT 5PIRAL SHEETNO.69 OF WOOD Engineering, Inc. SUBJECT 5P/RAL SHEETND. 7O OF- STA/RWA *r 5 rA/Rky 6 '�N JOB NO. BS -B2 S � !�. JOB NO. B5-82 LbmvddANatll�W&i5p QvmnrClAR¢sibnde/B�Sp0. 10040 FOOTHILL BOULEVARD FOB THE IRON DATE /- 7-// 10040 FOOTHILL BOULEVARD FOR THE /ROH DATERANCHO /- 7-// (909) 989-2087 FAX (909) 91 81106 SHOP 91730 RANCHO C7 . FA (9 ) 9 91730 DESIGNED BY �� W . (90� 989-2087 - FAX (909) 989-8106 SHOP DESIGNED BY -7=1 W . TREAD 01MEN5/01V5 abt40 314 " 50. TUBE 5PIRVLE E SCHEDULE (TYP/GAL/ TREAD WIDTH 1 W G = (Ro 5/N (30/2) - 0.375"l2N� )l _ Ro - -2 325 G b _ 3.25 Y r /2 Y 1 _ 30-2+Y 3.25 14 V 6 3.25. 7,-9q,, 12 - 7.B'9 ' b = 8./9" J A-1111 Ro 'G" b" 30' /4.78" 33" /6.33" 36" /788" 42" ATE 39" 19.43" 6.5" 42" 20.99" 8.57"' 5P/RAL 5rA/R{NAY 40# L.L. TREAD CONNECTION DE5IGN COLLAR COLUMN TREAD TO COLLAR 115E SAME A5 TREAD TO COLUMN. 5EE PREV10115 SHEETS. V = 300# BACK 57EP /164" GOUGE m5/I6 " D/A. SET SCREW COLLAR N GJP EA. 5/DE O COLLAR TO COLUMN OF STEP ry VMAX. = 300# /56 " = 10/64 " 5ET SCREW BEAR/NG AREA DUE TO 5E7'5GRE" !_ 4 -5 A = (7r(020.9V12 * 7r(O. /56/1210.0/56 (4/ = 0.0352 /N. -2 fv = 300/0.0352 --1164- r,--RrH = a522 P.5./. < 14,400 P.5./. /5rEEL 5HEAR) < 12,000 P.5.1. (ALUMINUM SHEAR 606/-76 60L.I CHK (2) #12 5.0.5. T.5.M.5. 7EK5 OR EQUAL fZ7N6/NEER/(& D/AM. = 0.209 MIN. ROOT DIAM. = 0.157 M//%/ TA FOR A = (0.15V^2 7r/4 = O.0/94 ALUMINUM STRUG7URE5 VALLOW = 0.0194 x 10 K5./. x 2. = 3e0#> 300+ P6. 9o, /9,75)- VALLON = (540 x 6 " O.G /L2) x 2 = 540+/ 4 PER 24- > 300# -R.R. 3055 rABLE -#)7 !/5E.. 12/ +t12 3.D.5.T.5.M.5., TEK5 OR.ECdUAL L.A. G/TY RR. 23768 8 /.C.B.'O. R.R. #3056. 5CREN5 IN ALUMINUM SHALL .BE GOA..TED_ OR: PLATED CARB01V:57EEL.. WHEN EXPOSED r0' THE WEATHER, THEY 5HALL •'BE AU57ENITIC 5TA/NLE55 STEEL. 5EE 5.4.1. ALUMINUM DE5IGN MANUAL. SP/.RAL:. O - suBaEcT•..SP,./R- L SHEErNO._ 72 OF, WOQD•Engineering, Inc. SUBJECT-. - SHEEFNO 7 OF- WOOD En�iCering� ifici - 5T4/R{NAY 57-A/RINAY Mb `o JOB NO. 65-82 771h 24 &Xvyy JOB NO. BS -BZ C_ 0FOm e.W EV A 9 1730 FOR THE /ROH 0040F m eB Usr� FOR THE IRON /-7-H 10040 FOOTHILL BOULEVARD DATE 10040 FOOTHILL BOULEVARD DALE 1730 (909)'989-2087 _ FAX ((90RANCHO 9) 989-8106 5HOP RANCHO CUC- FAX (9: ) 9 9-81 DESIGNED BYE`—�' • W � C90� 989-2087 - � FAX (909) 989$106 SHOP DESIGNED BY'�W LANDING"DE5%GN 7=0" D/A. 5TA/R /5 GRIT/GAL LOAD TO / EDGE ' ♦♦ 90 DEG. � \ I r ST/FFENERS s♦ � � 1 15 MAX ♦♦ ') LOAD TO 1 ♦ _ _ — 5 T/FFENER { X r 43" MAX 90 DEGREE LAND/N6 PLAN �E REFER TO NEXT SHEET FOR DETA/L5 8 NO r55 LANDING DE5/61W 7 -O" DIA. 57A/R 15 GR/TICAL h� 90 DEGREE BEND 1/8" 5TEEL \ ` 3116 " ALUM/NUM n TYP/GAL R/B ry ST/FFENER l/4" 5TEEL 3/8 " ALUMINUM 57EEL_ 8 ALUM/NUM CITY OF I.A QU BUILID INEMGREErr ' 0/AM. X=012 f l 5=6" v 14" 6'-6" 42" ATE 7'-O" A * REFER TOPR VI 2.-. .LtD,�2KX)-2" 4.0 7. 46.0" l 50.3" 0.4" 2/ A„ SHEET FO DETAIL5 r NOTES WOOD E>nidneering, Inc. s ai- 5P/RAL SHEETNO.75 OF_ BD fOe E,bm 5TAIR/NAY 65-62 771*24E,-yy JO,B NO. 10040 FOOTHILL BOULEVARD FOR THE /ROA( DATE RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989-8106 SHOP DESIGNED LV LAND/N6 OE5/6N 5TEEL B ALUM/NUM //B" 5TEEL DECK OR 31WALUMINUM LmAx = /6" 5 = 12(125)^21& = 0.03 / _ /2(0.125) 3//2 = 0.002 M =50+/(/.33) 2(/.5) = 133- __- 5 ff.. 67 ft, = /33/0.03 = 4,433 c 22 K.5./. srEm. OR /4 K.5.1 AamlmP/ d = 0.0099(40)(/.33% 4 /,726 = 0.036 < L/360 (044) O.K. 29 E6 x 0.002 E/ srwL = 29E6 x 0.002 = 56,000 E/ AuaBmm = /0./E6 x 0.00665 = 67,/65 > 56,000 O.K. USE: //6 " 57 -EEL OR 3/16 " ALUMINUM, PLA TE TO SPAN /6" MAX. LANG/N6 EO6E CA5E / LV L = 44" N = L23# M = O.1263(/23)44 " = 6q4"# CA5E / d = 0.01304(!23)(44) 4 = 0.025 !/360 (./2 29 E6 (0. M90) ��-cch5ew / FOR L 2-x 2-x //6- SHr 67 ft, = 694/0.131 = 5,296 P.5.1. <.2-2 K.5./. smm OR A/56 P.5./. ALLmlm*-1 IN= 1234 USE.• //6:"STEEL .OR.3//6.Y ALUM/NUM_ I • L33.x50# PLATEN%2"'EDC-E'L/P.''.I = 67 1 ,I 41# 62+� 44" (3.66% ' WOOD E. n .sL,BJE(T.--2'--/f'5AL--------- -SHEEr•NO. /-' OF_. . swrnme;:n STA/RWAY 65-8 2 rmi'e5,dw.. r2b'N& W JOB No. a.mava•4Beomadre�� JOB NO. /- 7_1/ 10640 FOOTHILL BOULEVARDFOq THE IRON DATE RANCHO CUCAMONGA, CA 91730 1 IRON (909)'989-2087 '- FAX '(909) 989-8106 SHOP DESIGNED BY - W. COLUMN` DE5/6N" ' m. - 450 oe6 57EEL FmAx Li. = ((407r0 2)/4)/25) = 3q-270-2 a PMAx wAvitAs = (39.270 2)/2 = /9.630 2 PaE,vo/Hs o = 0.4244R OR 02[220 MMAx = 1-7.630-2(0.212-2,V = 4.170-3 P ® MmAx = /9.630 2 * (/0/40)39.270 2 = 29.450 2 TRY P/PE 3" 0/AM. 5T0. A = 206 /N. 2 5 = 163 /N. 3 r = 4l7 hmAx = /2.00' K//r = L230 Fo = 9.67 K5./. 00= 7.0' PaEAv = 144k fa = /.44/2.06 = 0.69 M zo = 4.17,17.0,)-3 = 142 k fb = /.42(/2)/163 = /0.45 K.5. /. fb fo/0.45 0.69 +-_ + =0.45+0.07=0.52c%O Fb Fa 0.66(35) 967 ` 1 I er co AR/scK P oFFser m/rH CHK. LAT. ON COLUMN I SE?.VIW /5 MORE u IrICAL MAN P- FOR AXAL DAM Y. W wino = 35 P.L.F. (5HT. lO) 3724 P V = (/2/2)35 = 2/0# N (0.20(40#)/40)39270 2 = 3650 F VEo. = 0.39/N No = (/r(7)-2/4)X/0#X125 = 46/# W = 0.3=11(365#+461#)/12 = 26 P.L.F. c 35 P.L.F. V = (12/2)26' = /66# M = 35222)/6 = 6-10W fb = 0.630X12//.63 = 4.64 K5/ COMB/NEO 2 +O -PV moRe cRmcAL rHAN cotes 5 e 6) /045+4.64+0.69=0.65+ 0.07= 0.72c%0 0.66(35) q.67 h CONNECT/ON TOP d BTM. 372/t P = M/H +. V =, /. 42/6 75 + 2/O# _ /62*210=372# N/ND=2/0# (5)//2"x4"LA6 1"PEN.%N H.F. E.O. _ /66# N' = 5x2 - ,e 24-3#z 0.7 A1,701# -) 372# IINBAL. = 162# Z'u = 5 x 260�x O`7 = 700# .� 372# DOUBLE LA65 CONSERV. 3/6111P Cm v INMRMED/ATE LAND/N65 OF.2 STORY WOOD Engineering, Inc. SUBIECr SP/RAL sHEETNO. Z•4 OF_ ,# 5TA/RWAY 85-62 Mb246 yyy JOB NO. OmrerW/BRas6br�'B18@pA+.� /- 10040 FOOTHILL BOULEVARD FOR THE /ROH DATE %-// RANCHO CUCAMONGA; CA 91730 (9M989-2087 - FAX(909)989-8106 SHOP DESIGNED BY W LANG/N6 OE5/GN //51//2)/50%2 5TEEL OR ALUM/NUM = L27 4/' //6" 5TEEL DECK OR 3/16 " ALUM/NUM //4 " x 2" RIB CA5E 2 i L = 56.e" N = (/27/2)(4.90) = 3114 M = 3//(58.6)/6 = 3,047"# 156# 56.6"(4.90% /564 ,lb = 3,047/(2 x 0./3/) _ /1,632 f 22 K.5/. srEm OR - //,158 P.5./. Auwikw O.K. V5E 3/6" R/B FOR ALUM/NUM 60(29E6) 2 x .190 d L.L. _ (40/50)(0./0) = 0.06 L1360 (0./6) O.K. --creFixirr® avos CHECK 3//6 " ALUM/NUM E/ sri c; = 29Eb x 2 x 0.190 = l/.02E6 El AWWMOt r = /0./E6 x 2 x 0.266 = 5.406 A ALLP*/KN/ = 0.06(//02/5.4/) = 0.16 = L/360 O.K. 115E.- 114",y 2" STEEL R/B OR 3/6" ALUM/NUM R/B A5 5HONN IN CA5E2 B LAND/N6 PLAN. LA65 AT SUPPORT P = /56# I/6 2-6 //2" DIA, x 4" LAC- /I Y/ //6" 5TEEL IF H. F. ry Z-1 = 1304. . #LAss = 156#1130#- '1.25A 7' 2 I/4 " 5TEEL 431A A/ //M/N//M CK. ENTIRE LANDIN6 P = ('3-5.,y 35)50# = 612# P%2 = 6%2# =.306# 306#11-16# = /.96 5A *K 2 USE: (2) I/2" DIA. x 4" LA65 MIN. CA5E 2 . •. WOOD=Enguieestilig�"Itic. sUBJEcr •5P/R.A. G.. ,sHEETNO:,.• z __ oF...=:, swrnme;:n STA/RNAY 85= 62 r2b'N& W JOB NO. tonne s'AFesHnca/,B...�.•,! L1?sgv 10040 FOOTHILL BOULEVARDTHE FON IRON DATE RANCHO CUCAMONGA. CA 91730 SHOP (909) 989-2087 - FAX(909)98"106 DESIGNED COLUM/V DESIGN ALUM/NUM' TRY PiPE 3" DIAM. SCHED!/LE 40 606/-T6 A = 223 /N. 2 / = 3.02 /N. -4 5 = /. 72 /N. 3 r = / 16 Rb/t = 7.6 KL/r = L2xL2//./6 = 124 TEN5/01v /N BEAM Fbi = 24.0 K5/ COLUMN COMPRE55/0N 5 = 7.6 c66 Fo = 20.2-0./26KL/r = 202-0.L26(/24) = 202 - /5.6 = 4.56 K5/ COLUMN COMPRE55/0N ELEMENT 5 = 7.6 14 ,r /4/ Fa = 22/-0.799 R�/t = 22.1-0.799 7.6 = 22./-2.20 = /9.90 K5/ 6OMPRE55/0N /N BEAM 5 = 7.6 c 29 Fc = 25 K5/ NOE• U5/NC- STEEL 5ECT/ON AC7UAL 5TRE55E5 /5 CON5ERVAT/VE LVE TO SMALLER 55C 7-10N PROPERTIES OF 5TEEL 5ECT/ON. fo = 0.69 Fc? = 4.56 K5/ fo/Fo = 0.69/4.56 = 0.15 c 0./5 fo,,Fo * fb/Fb = 0.l5 + (/0.45+4.64)/24 = 0./5*0.62= 0.77c%O WOOD Engineering, Inc. SUBJECF 5P/RAL SHEETNO. 77 OF_ WOOD Engineering, Inc. SUBIEOF 5FMAL SHEETNO. 76 OF_ ,yy„mWDvh-m 5TA/RWAY 65-62 S 5TA/R/NAY 05 -BZ .we ND. JOB NO. /-7-/l /- 7-H �R THE IRON 10040 FOOTHILLLBOULEVAARRD �p THE IRON D"� 10040 FOOTHILL TH BOULEVARD DATE ONGA, CA 91730 (909)19899-2087CHO 0 -FAX (909) 989-8106 DESIGNED B�`�. W. AMONGA, CA 91730 (904) 989-2087RANCHO 0- FAX (909) 989-8106 DESIGNED BY---�. W. SHOP SHOP COLUMN DESIGN BEARING PLATE Q 7" A = 76.54/N 2 Foix><11 c o =5-1.75=3.25 U5E.• - PIPE 3" D/A. 5TO. 5TEEL A53 GR. B OR PIPE 3" D/A. M = (K325) -.212),-1A 7" SCHEDULE 40 ALUMINUM 606/-T6 COLUMN FOR 5TA/R M = 5.26/ FIA '# 3" O/A COL. O.D. =3 //2" D/A. OF 7'-0" MAX. a=4.1749-/.75=3.20" AL T. STEEL H55 3.500k0.2/6" OR ALUM/NUM ROUND TUBE 3'01A COL. O.O. = 3 //2" M = ((320% 2/2) P/A//N. 3.500" 0. L). x 025" WALL 606/-T6. 10"121A. A = 49 /N. 2 7'-O" D/A. {N//O" O/A. OR 7" 50. PLATE M = 5./2 FIA NOTE.• LARGER P/PE AGTUALL Y U5ED ON PLAN P = 2,405# ® 1-5 TORY FOR 12/AMETER5 OVER 5-6 A = Yr(V2)14 = 3./4(/0 "2//4 = 76.5 m = 2405/76.5 = 3/ F51 FOOT/NG DE5/6N M = 3/(325 2%/2 = /64'# P7• _ ((40+10/yrD?/41/.25 GK l/4"FLA TECOA5ERVAnVEPER = 49.06D 2 5 = /(0.25 2i/6 = 0.0/04 IN. 3� A.I.S.G. /9UJ EOMION F//. Qff- =2405# MA smn = 0.0/04(0.75x36,000) = 26/'# 164'# MAAun+ao/-r6 = 0.0/04(26,000) = 2171V 164 50/L BRNG. NET = /500 - 150 = 1,350 P5F PLATE CONNECT/ON 50 FTNG. _ /•33' SAY /6" 50. V = 4/4# < /,054# ((/)3/6 "d HIL T/ KW/K BOL T 3, s cocuravl / �/ BRNG /3505- 3-//2" EMBED) OES/6N 1� USE.• -" U5E.•. /O" DIA. OR 7" 50. X l/4" BEA, RING FLA TE.(A36.5TEEL OR I6"' 50. x 12" DEEP FOOT/NJR 6061-T6 ALUMINUM) FOR ALL 5TA/R 01A. AND ONE 5TORY. FOR 7=0" MAX, 1-5 TORY $ 4-3/6" VIA. M/N. NIL T/ KW/K BOL T 3 ANGHOR5, /500 P.5.F. SOIL. (TORQUE 20 FT.-LBJ, 3 1/2".EM3ED. E.5.R.-/365.02-01-10, L.A: R.R. 25577. NOTE•' BA5E IE OIMEN5/ON5 5HOWN ABO✓E ARE.M/N/MUM D/MEN5/0N'. CONFIRM ACTUAL BA5E E O/MENSION !/5E0 WITH MANUFACTURER OR ON APPROVED PLANS WOOD -Engineering,' -Inc. ,SUBIEGF-SP_/Ri_{L._.. .SHEETNO..79 :OF_ WOOD -Engineering Inc. SUBJECT SPIRAL. SHEET NO: ••6O OF_ s 5TA/RWAY 6562 smr4:ro 3rA/R/NAY 65-62 JOB NO. r9b24 yy,.», JOB NO. B Res0-W &Arm0-&P 1-7-H /- 7-// FOR THE IRON DATE FOR THE IRON 10040 FOOTHILL BOULEVARD 10040 FOOTHILL BOULEVARD DATE RANCHO CUCAMONGA; CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY ----'--2- W RANCHO CUCAMONGA! CA 91730 (909) 989-2087 • FAX (909) 989-8106 DESIGNED BY7--1 W SHOP SHOP COLUMN664-O" D/A! X 24-0"' HlGH-'SPIRAL''-5-TA/RWAY COLUMN OES/GN 6 =0" D/A: X:2.4' HIGH 2-5,TOR.Y _,900 DEG. 2-5TORY (LATERAL SUPPORT LANDING AT 12'-O") 3rd FLOOR Pmax = 25(50 2/4 = 96./7 O 2 # 41,0"19. COLUMN Pmax BEND/NG = (96./7 L2 2)/2 = 49.06 D 2 # h 3 1/2" O.O. INNER a = 0.4244 R OR 02122D COLUMN LAND/NG Mmax = 49.06 (02/22)D 3 = 10.41,9^3 # N FOR O = 6 =0", Mmax = 2249# Pmax = 3,534+ TYP. TREAD h COLLAR h 4-5/16 " DIA. 5ET SCREWS PIPE 3.5" DIA. X - 57-RONG 5TEEL 4" O.D. COLUMN (fyM/N. = 35 KSI) -F-A DETA/L / A = 3.44 IN --2 ht4AX 5 = 297 /N. 3 K = I.0 j1111 2nd FLOOR r = 1.3/" K//r = (/(12.0)/2)//.3/ _ 1/0 LAND/NG Fo = 11.30 PIPE 3 //2" fa = 3.53/3.44 = 1.03 K5/ < 11.30 K5/ a X -STRONG 5TEEL OR fa/Fa = 1.03/11.30 = 0.09 < 0.15 R P/PE 3 //2" fb = (225(/2))/2. 7 KS/ ALUMNUM HEPULE6061-T6. = 909 -' 35J .6� K Lq (U 0 NTA 0 4., 0.0. f0 + fb = O.O + e9.U��_.,4 A � 0 5 D�P�f 1. t Fa Fb APPROVED /a ( X 3/6" BEAR/N6 PLATE FOR CO TRUCTION 4) 3 3/6 "DT/ IA. HIL KW/K BOLT 3 {N1/(4,) U5E. P/PE 5.5 D/A. X- 5 .G R eADE B -7777777, 1st FLOOR DATE 1'-6" 50. X L2" OP. 5TA/R 6/- FVA RON PAD FOOT/NG WOOD Engineering, Inc. SUBJECT 5FIRAL SHEEPNO. '8I OF_ WOOD Eno cerin& Inc. SUBIECT 59 -/RAL SHEETNO. B2 OF S STA/RWA Y e5-e2S 5 TA/RHA Y 5-82 JOB NO. Ti b24H�2Y JOB NO. B FDA THE /ROH 10040 FOOTHILL BOULEVARD FOR THE /ROH D"� 10040 FOOTHILL BOULEVARD D" RANCHO CUCAMONGA, CA 91730 OM 989-2087 - FAX (909) 989-8106 DESIGNED BY -� W . RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX(909)98"106 DESIGNED BY SHOP SHOP COLUMN DE516N - 6 =0" OIAM. x 24' H/GH ALUM/NUM 3A5E PLATE 6'01A. X 24' H/GH 2-57-ORY TRY PIPE 3 112" D/AM. SCHEDULE 80 606/-T6 5" - 2" = 3" /0" D/A., A= 78.5 IN -2a = A = 3.68/N. 2 /= 6.28/N. 4 5= 5.14 IN 3 r= 1.31 IN. R&A = 5.8 M = ((3 2121 PIA = 4.5(P/AJ KL/r = /2x/2//31 = //O P = 3,534+/ PIA = 3534/78.5 = 45.0 P5I TENS/ON /N BEAM ---5EE COL. OE516N Fa = 24.0 K5/ M = 4.-32)/2 = 203V < 26/V (//4" PLA TE, a 7' D/A. /-STORY) COLUMN COMPRESS/ON <29/"# (ALUMINUM/ 4" 0. 0. COL. 5=5.866 Fo = 20.2-0. /26KL/r = 20.2-0./26(//0/ = 20.2 - /386 = 6.34 K5/ Mco/ =.22417# V = 2249'#/6.75' = 2574 V ror = 257 + 2/0 = 467# < /, 70/# 5H7-. 75 COLUMN COMPRE55/ON ELEMENT < 700# 5HT. 75 5=5.814 x/,054#5HT. 76 < 141 Fo = 22.1-0.799 RVI F620TlN5 51ZE = 22.1-0.799 5.8 =`22.1492 = 20.18 K51 L _ P 3534 = = 161' 5AY20" 50. AlCOMPRE55/ON 1N BE 50/L BRNG /350 5=5.BY29 Fc = 25 K51 NOTE.• U5/N6 STEEL 5E6T/ONA67Z/AL 5TRE55E5 /5 CON5ERVA r/ VE DUE TO 51-fAL LER 55C 7/ON PROPERT/E5 OF STEEL 5EGT/ON. Fir = •6.34'K51 ao fo/Fd = /03/6.34. = 0.16 .a 0.•/5 folFo + fb/Fb =. 0.16 + (9.G'9f4.6.4,)/24175E. lO" DIA. X 3/8"BEAR/NG PLATE (A36 STEEL OR = O./6 + 0.57 = 0.73 /0 6061-T6 ALUMINUM) W/(4) 3/6" OIA. HIL T/ K33. ANCHORS AND. 20" SGt X. /2."DEEP PAD V5E.."FIRE"3:1/2" OIAM." SCHEDULE 60 ALUMINUM 6061-T6. FOOTIIJG /V/ ISOO P51= 501L. �.. - Inc.. WOOD=Engineernzg; Enc: -SUBJECT.- SP/R 4L.. - - 83.. SHEET.NO-.. OF=_ - ,,....> ,SUBJECT-: WO®DaEngineerflr4g; Inc: SPIRAL.... . ,. •. .. .SHEET 6,4, . OF.. NO.-..0,--OF-'- STA/RIMAY 65-82 5^�%•' m 57-AIR1NAr" 65-82 jlppu:ay ., JOB NO. Tkbu Energy JOB NO. QYm�o�6N: idBnOB&d&g 1-7-H Cama+o(MANas6bnffiIAd6tl /-7-H FOR THE /ROH THE IRON 10040 FOOTFALLBOULEVARDFpp "CA DATE 10040'FOOTHILL BOULEVARD DATE RANCHO CUCAMONGA, 91730 (909)"989-2087 - FAX (909) 989-8106 DESIGNEDBY�' - W. RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY ---=-. W SHOP - SHOP HANDR4/6= HANDRAffi CHECK ALUMINUM OR BRA55 t >( CHECK ALUMINUM OR 5RA55 CHK. RAIL TO 0/5TRIOZITE ty ALLOWABLE 5TRE55 . 200 # TO 4 BALLU5TER5 Fb13RA55 = 117t11,9)1165 = 12. 76 M = (200/4/(21/2/ * (200/4,)(21 f 2112) \` = 525"# + 1575 = 2100 " # Fb BRA55 = 124(40)/10(195) = 25K51 ACTUAL 57RE55: (5EE NEXT SHEET FOR �� OR ' ALLOWABLE 5TQE55,) Fb ALUM = 1./7(35)11.65 = 24.8 K51 1�f7 6061-76 //6" WALL 1.5,)-4- (125)-4� = 0172 PLAN (( FbALUM = 124(36) (1 11095) = 24.2K51 " 5 = 0.096/75 / 1/2" D/A. 1.5 6061-T6 5 = 0.096/75 ((125%4-(10,)"4) = 0113 HANDRA/L // OR FbALUM= /./7(/6)//.65 = < /276 / /14" DIA. 1.25 .//.3 fbBALLU57ER7 3003-H/4 13"PIA. = 2100/0.172 FbALUM = /14(/9)110(195) = L2./ t /2.76 _ /2.24 K51,> 1130 3003-H14 ALUM. 3003-H14 < 12.76 5RA55 50# 3003-H14 ALUM. 6% OVER O.K. PORT/ON OF 200# LOAD "ILL MAX TREAD BE TRAN5FERREO /HTO AX/AL LOAD THROUGH CIRCULAR-_- TEN510N.'' 6" CK. OAK HANDRAIL / 314" -� fb 5 = 20. 75,1 2 /6 = /.021 OAK HANDRAIL 125" DIA. = 2100/0.113 BOL T fb = 2100/1021 = 2057 - = 16.56 K51 < 242 K51 (6061-T6 ALUM) Fl-? = 1150 x 1.5 = /725 N 2057 /9� OVER O.K.1/4" WALL L 1,/ " " 5EE PREV10U5 SHEET %,,, ,, D/A. x I/4 THICK 4 (0.751 "4f 1 //6" = 0.096175. U5E: / 114" O.D. X 116'WALL 6061-T6 ALUM. OR l //2" O.D. X //6"WALL 3003-H/4 ALUM. OR 125 ' = 0./67 843-94 570. H58 BRA55 OR / 3/4" X2" OAK HANDRAIL OR 1-1/4" O.D. x 1/4" WALL B43-94 H56 BRA55 fb = 2/00 / 0. /6 7 = 12.56 < 12 76 BRA55 WOOD Engineering, Inc. &„yy,1 Titb706Y/A• avmvds&Ba�lis�el4yMsp 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989-8106 SUBIECT STA/RWAY SHEETNO. VE OF_ JOe N0. 85-62 /_ 7_// DATE DESIGNED BV-`=• W WOOD Engineering, Tac. st>w-emv 72e14& -W r�rn.�oveRxaoe+mlewravtn� 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX(909)9898106 - SUBJECT 7/ /KfiL STA/RWAY SHEETNO. dd OF JOB NO. 65-62 DATE /- 7-// DESIGNED BY- - W Fon THE IRON Foo THE /RON 5HOP SHOP BALLU5TER 15116" D/A. BALLU5TER GK 314"X 314" SOL 10 ® H = 36" V fj HOLE _ (0.3/3'Y 5TEEL b/t = 0.6310.06 = 10.5 A p= / /2(E/Fyl O.5 = 1.1204156/5OE-W 0.5 = -27> 10.5 P = 200/4 = 50# M = 50 x 36 = /900 "# 5 = 0.75((0.75) 3 -(0.3/3) 3] 6(O 75) 3/4 COMPACT. FLANGE LOCAL BUCKL/NG AND WEB LOCAL BUCKLING NOT CRITICAL. = 0.0652 314" X 3/4" ® BOL T H0LE5 Z = (0.75/4)((0.75) 2 - (0.3/3) 2) = 0.067/ 5TEEL [Lbd] / [t 21 _ [36(0.75)] / (0.75 21 = 51 /0.06EJ/(Fyj = i0.06(29E6)I /[36(53)] = 64 > 5/ Mn=MP=FyZ<16My Mn = 36,000(0.067/) = 3,136 /.6My = /.6(36,000 x 0.0652) = 3, 756 "#,> 3,/36# Mn / Db = 3,/36//67 = /,676 900V /% OVER OK w K5./. 5TEEL V5E0 ALUM/NUM Pb = /900/0,0652 = 19.14 26 K.5.1. ALUM. 606/-T6 4,t; OVER O.K. GK. 314 " 4" 50 x /6 GA. P =..5041 M - 50 x H" = 50H"#. 5 = 0.7 0.75-3 - 0.63 0.63 3 60.75 = 0.0353 D.Ob63 O.Ob " 0.75- Z = ((0.75(0.75)^ 2)/4] -((0.63(0.63/ 2%/4J.' = 0. /055 - 0.0625 = 0.0430 WOOD Ebdueering, Inc. I SUBJEa 10040 FOOTHILL BOULEVARD NI FOe RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 SHEET NO. -_OF_ JOB NO. 65-62 DATE /- 7-1/ DESIGNED BY -T' - W CHECK. 5ALLU5TER FOR 200# VERT. (COMP. GR/T.J BY GOMPAR/SON TO 200# LATERAL, P= 50 # r - 0.75 (0.75) 3 - 0.63(0.63)^3=10.3164-0-1575= 0263 L7 0.75) 2- 0.63) 2 /2 O A .! 5UPPORTEO BY CIRCULAR HANORA/L K L/r = /0(36)/026.9 = 134 FA = 6.32 K5/ BY IN5PEC T/ON, ALUM/NUM NOT Pa//ow = 0./656 X 6.32 = 136 k 50 # GRIT/GAL. U5E. BALL1157-ER A5 NOTED ON PR€VlOU5 5HT. CHECK INTERMED/ATE RAIL 4" O/C (T)'P.) L = 36" OR 3.2' /7# POINT LOAD (50# ON ONE SO.FT.) R = 9# = h = 162"# < 927"# 5TEEL t 74/"# ALUM/NUM (PREVIOU5 51-1EET) GK CONNECTION TO TOP RA/L m (p �� /5ALL1157ER mry V = /3# NOT GRIT. m INTERMED/ATE RAI X5 7 F. USE SAME A5 5ALLU5TER 3/4'k3/4'k/6GA.(0.06) Aw GONNEG TOR O BOTTOM W/ 114-2C, SCREW e 5/16 " 5E SCREW d GONNEG TOR ® TOP W/ #/05e3/4 " SHEET METAL SCREW Mn = MP = Fy Z = 50,000 x 0.0430 = 2,/50"# 16My = /.6(50000)0.0353 = 2,624"# 2,150W Mn / ,(l b = 2,150/%67 = /,267"# HMAX. = /,267/50 = 25.7" 5AY25" 36 - H = 36 - 25 = l3" 5AY 16" ALUM/NUM b/t=10.5 t5/=2/ .: Fl, = 2/ K.5. /. MALLOW = 2/,000 x 0.0353 = 74/"0 HMAX. = 74//50 = 14.62 5AY /5" /36 OVER O.K. 36-H=36-15=23" U5E.• 3/4" x 3/4 " SOL /D TO /6 " ABOVE TREAD FOR 57 -EEL d 23" FOR ALUMINUM d 3/4" x 314".y /6 GA. (0.060'Y TO TOP HANDRAIL (Fy = 50 K.5.1. 5TEEL d 606/-T6 ALUM/NUM) 50# BALLUSTER'GONNEG T/ON� STEEL OR GK 114"01A. M.B. STAINLESS 5TEEL ✓o/%w = 0.049 X 1OK51 = 490# ,> 2B6# CK. BRN6 ON TREAD A = 0.25 X . l/6 " = 0.0312 286# Po/%w = 0.03/2 x -2--K51 = 996# '> 2664 aL6" USE. 114" 0/A. M.B. IN 5TEEL OR ALUM. 5052-H32. I 236# WOOD-Engineerm- &- Inc. SUBJECT 5PIRAL. SHEETNO. ab OF sv-tid&W- m 57 -AIRWAY 65-62 Md1QEIyyy JOB NO. 10040 FOOTHILL BOULEVARDFon THE IRON DATE RANCHO CUCAMONGA, CA 91730 (9M989-2087 - FAX(909) 989-8106 SHOP DESIGNED BY-`� - W 5P/RAL 5 TA'/RWA Y 6x6 P05 #2 L2, F. Fc = 700 E = 1356 E'MiM = 0.47E6 L = 9 =0" Pmox = 7.76 •14e/d = 9x/2/5.5 = /9.6 Fc' = 700 GONSERV. Fce =0.622(EM/N)/[(le/d� 2% = 0.622(0.47E6)/[(19.6J"2] = 1,006 1,51 Fce / Fc' = /006/700 = /.44 _ /./.44 - / 1,,1.44)-2 _ 1.44 Go Zx0.8 2x0.6 O.6 = 153-0.73= 0.60 F� = 700x0.60 = 560 <625 Fct Po = (55)-2 (560) _ /6,940# > 7780# USE.• AP PROVE oN FOR TE I DA - WOOD Engineering, Inc. SUBJECT SP/RAL SHEEPNO. 89 OF_ WOOD Engineering, Inc. ----vr SUBIECT 5PIRAL SHEETNO. g0 OF- ' � 5rA/RfYAY 65-62 57A IRNA r 65 -fit 4 JOB NO. a JOB NO. famrr�6Bssffi•realBulSp /- 7-// mYmataBB0.d]M8f/B(�Sp Ckl@]I /- 7-// FOR THE IRON 10010 FOOTHILL BOULEVARD FOR THE IRON DATE 10040 FOOTHILL BOULEVARD DATE RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 OESIGNEO BY ---=,. W RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY-=-- W . 5HOP SHOP GUARDRA/L (Gl/ARO) /PALL OR GUARDRAIL (641AR12) L'OAD5 61ARORAIL HORIZONTAL (CONT) BY OTHERSSTEEL GUARDRAIL b/t = /35/0.075 = 16 OR 6'-6 "MAX. A p = L l2(E/Fy/"O.5 = I. /2(29E6/36E6,) 0.5 = 3-2.> 18 GON5ERVAT/VE COMPACT. FLANGE LOCAL BUCKLING ANO P = 200# ANYNNHERE WEB LOCAL SVCKL/N6 NOT GRIT/GAL. P = 50# ON ONE 50 Fr. ON INTERMED/ATE RA 11-5 Mn = Mo = Fy Z = 36,000 x 02287 = 8233V HORIZONTAL TYP. PLAN Mn/(lb4,930"� 3,900"# L = 6.5' W = 20 P.L.F. OR P = 200# 200# MRv = (20(6.52) /5 = /260 /n. -/b. ALUMINUM Mp = (200(6.5x/2)) /4 = 3900 in. -/b. b/t = l8 < 21 Rjv = (6.5/2120 = 65# SJ# 100# 50# Fb = 2/ K5.4 Rp = 200/2 = /00# OR 200# MAX. 6-6" 6'-6" MALLON = 2/,000 x O.M3 M = 50#(6.5x/2/ = 3900 in.LB. rOP RAIL LOAD CANT 3,900"# 015rR15VrION GK. 1-//2 x /-//2 x 0.075 (/4 GA) TUBE 200# 5 = h(IS(/.5)'3J - (I3 3) S)J = 0.193 USE. l-1/2 x 1-//2 x 0.075 (l4 CA,) TD SPAN 6'-6"MAX. / 350. ^2)1 ' Z = ((/.5(IS% ZJ/4J - ((I35(I35J ?J/4J Fy = 36 KSl STEEL OR 606/-T6 ALUM/NUM. = 0.8438 - 0.6/5/ = 02267 /00# /00# 5/NC-LE SPAN 0:075f 1.35" 0.075" 1.5" SOP/ARE TUBE .... ..WOOD-Esom�,a neenm.-.ag,-Inc: SUBJECT- SPR4L SHEETNO.'--9/. OF-- . -**n WOOD E�teerign. —_.5P/RAL ... . sHE� DF: .:: 5.TAIRPYA Y 'JOB 85-6-2 5 TA 85-62 m624�s . cw.-.W&anvubiY &ditD-P' NO. /- 7-// Ara 24&..py. rom-W&RarlobnW8.ftpt. JOB NO. . 1-7-H FOR THE IRON DATE FOR THE IRON 10040 FOOTHILL BOULEVARD 10040 FOOTHILL BOULEVARD DATE RANCHO CUCAMONGA, CA -91730 (909) 989-2087- - PAX(909)98"106 DESIGNED BY W . RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY ---2- W. SHOP SHOP GUARDRA/L.,- 2010 G.B.G. /200.9 1.5C. 0E5/6N LOA05 SUMMARY LIVE LOAD5 (50(3)/4)/2 = 450 in. /b. RIFT = 50 MAX. FLOOR/LANDING:. 40 P.5.F. M/PIGKEr ® 4" 0. C. = 450/(/2/4) = 150 in. lb. k rREAD: 40 P.5.F. OR 300 LB. ON 4 50. -IN. R/P/CKET = 50/(/2/4) = /7# 5PECl.AL LOA05 GK 3/4x3/4x/6 GA (0.060 L4 MA sreEc = 1127"# ,> 150 in. -/b. m HANDRAIL ANO GUARDRAIL: 200 LB. /N ANY DIRECTION �-SHT. 86 INTERMEDIA rE RAIL 5: 50 LB. ON ONE 50.Fr. MA Auaa = 74/ in. -lb. ) /50 in. -/b. GKINELO SNOW LOAO5 V = /3# NOT GRIT. WELD //0'5rl/2" Pg = 40 P.5.F. GROUND 5HON LOAD U5E.. 3/415r3/4'Sr0,060 (16 6A) TUBING ® 4" OIC Pi = 0.7 Go Gt / Pg = 0.7(/2)(/2)(LO)40 Fy = 36 K51 OR 606/-T6 ALUMINUM, I/8 "x I/2" FILLET INELD TOP 8 BTM. = 40.3 P.5.F. 5AY 40 P.5.F. CONNEC TION5 Ga = !2 5HEL TEREO (MOST 5EVERE FAG TOR) HORIZONTAL RAIL TO VERT/GAL Ct = /2 UNHEATED (M05T 5EVERE FAG TOR) P = 200# MAX / = 1.O (CATEGORY GK #L2 SCRE/N VALLoov = (7r(02I6J 2 /4) 10 K51 = 366# ,� 200# {N/ND OE5/61%1 DATA USE. (U #12 x 24 SCREW EA. CONNEC TION BA5/C NN/ND 5PEED: , 110 M.P.H. (3-5EGON29 G15T) 'HORIZONTAL 7'0 WALL ®30' ABOVE GRADE. P = 200+i MAX. GK (2) #12 x 2" N!5. /N H. F. N% 0./20 STEEL PLATE l l/2" PEN. /" - l0 EXPOSURE.. G' Z = /43# x 2(451(/O x 02/6)) _ /1111# ti 200# O.K. NNELD O.K BY INSPECT/ON. INTERNAL PRE55ORE COEFFICIENT.- N/A, U5E., (2) #I2 x 2' 1H!'5. ; BRACKET TO WALL 5TZ/D, / //2" PEN GOMPONENr5 ANO CLADDING: N/A WOOD Engineering, Inc. b/ Sua— 5/%/�iL SHEEP NO. N� OF S�n.W&ph-ft STA/R{NAY 85-82 n* Z. JOS N0. 1-7-11 lm ooFOOTHILL BOULEVARD FOR THE IRON DATE RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989-8106 SHOP DESIGNED ll — W . 20/0 G.B.G. B 2009 /.B.C. DE5/6N LOAD5 (Com r,) EARTHQUAKE DE5/6N DATA /E _ 40 (OCCUPANCY CA TE60R7' / OR /U 55 = 2.85g 517E CLA55: D 505 = /.00g 501 = /. 30_q 5E/5MI6 0E5/6N CATE60RY.• E 5E/5MIC FORGE RE5/5TIN6 5Y5TEM.- ORD/NARY MOMENT FRAME DE5/6N BA5E SHEAR: C5 = 0.333 A T 30 FT. ABOVE GRADE. R=3o ANAL Y5/5 PROCEDURE EOU/VALENT LATERAL FORGE. CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED F0KC0kTRUC/00N DATE BUILDING ENERGY ANALYSIS REPORT PROJECT: Coronel Enterprises - Plan 1918 - West Orientation 53210 Avenida Diaz La Quinta, Ca 92253 Project Designer: Coronel Enterprises 42760 Madio Street Indio, Ca 92201 760.775.1234 Report Prepared by: Santiago Lopez-Ocampo P.O. Box 1018 La Quinta, Ca 92247 760.485.8927 Q Job Number: LQ012213-Corr061113 � L�4 f A ti P I -t JUL Q:2 2013 .Co? o Cily OF JA 4m Nm ® �L NTq ®PMEjyT Date: f11" OF LA QIJINTA 6/11/2013 ! BUILD!NG & SAFETY DEPT. APPROVED FOR CONSTRU TION The EnergyPro computer program has been used to perform the calculations summarized in this compliance rep R. This pro am has approvs authorized by the California Energy Commission for use with both the Residential and Nonresidential 200 B di Ener Efficien y Stanc c�-3This program developed by EnergySoft, LLC — www.energysoft.com. 13 is I;� I TABLE OF CONTENTS I Cover Page 1 Table of Contents 2 Form CF -1 R Certificate of Compliance 3 Form MF -1 R Mandatory Measures Summary 9 HVAC System Heating and Cooling Loads Summary 12 CIP-l" OF LA QUI A UII_.D!NG & SAFETY DEPT. > FOR CONST UCTION DATE ! r EnergyPro 5.1 by EnergySoft Job Number: ID: LQ012213-Corr061113 —'-- –U PERFORMANCE CERTIFICATE: Residential Part 1 of 5 CF -1 R Project Name Colonel Enterprises - Plan 1918 - West Or Building Type © Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 6/11/2013 Project Address 53210 Avenida Diaz La Quinta California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 1,918 Addition n/a # of Stories 1 FIELD INSPECTION ENERGY CHECKLIST 0 Yes ❑ No HERS Measures --If Yes, A CF -4R must be provided per Part 2 of 5 of this form. 0 Yes ❑ No Special Features --If Yes, see Part 2 of 5 of this form for details. INSULATION Construction Type Area Special Cavity (ft) Features see Part 2 of 5 Status Slab Unheated Slab -on -Grade None 1,918 Perim = 218' New Wall Wood Framed R-13 1,802 Ext --R-5.0 New Roof Wood Framed Attic R-38 1,917 Radiant Barrier Venting New FENESTRATION U- Exterior Orientation Area(ft) Factor SHGC Overhang Sidefins Shades Status Right (S) 44.0 0.590 0.45 none none Bug Screen New Right (S) 7.1 0.510 0.66 none none Bug Screen New Rear (E) 22.0 0.590 0.45 none none Bug Screen New Rear (E) 20.0 0.440 0.24 none none Bug Screen New Leff (N) 66.6 0.360 0.35 none none Bug Screen New Left (N) 52.0 0.590 0.45 none none Bug Screen New Leff (N) 28.0 0.440 0.24 none none Bug Screen New Front (Kq 34.8 0.440 0.24 none none Bug Screen New Front (Kq 53.3 0.360 0.35 none none Bug Screen New Skylight 0.5 0.430 0.30 none none None New Skylight 0.5 0.430 0.30 none none None New HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status HVAC System Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING r`" i� UF tA QUIN Ot . Type Gallons Min. Eff Distribution DING & SHFETY DECgtat s 1 Small Gas 50 0.65 All Pipes Ins !'HUVED New LUN " IMUCTION Ener Pro 5.1 by EnergySoft User Number. 5732 RunCode: 2013-06-11T15:56:04 ID: LQOf22-I T orrO6'" ---Pa 3 of 12 PERFORMANCE CERTIFICATE: Residential (Part 2 of 5) CF -1 R Project Name Building Type ® Single Family ❑ Addition Alone Date Coronel Enterprises - Plan 1918 - West Ori ❑ Multi Family ❑ Existing+ Addition/Alteration 6/11/2013 SPECIAL FEATURES INSPECTION CHECKLIST The 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 enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the sriecial iustification and documentation submitted. The Roof R-38 Roof Attic w/Radiant Barrier includes credit for a Radiant Barrier that is Continuous meeting eligibility and installation criteria as in Residential ADDendix RA4.2.2. rea HERS REQUIRED VERIFICATION Items in this section require field testing and/or verification by a certified HERS Rater. The inspector must receive a completed CF -4R form for each of the measures listed below for final to be given. The Cooling System Y6rkCZB60.PS8CN100.2000cfm includes credit for a 11.2 EER Condenser. A certified HERS rater must field verify the installation of the correct Condenser. - The HVAC System HVAC System incorporates HERS Verified Refrigerant Charge or a Charge Indicator Display. The HVAC System HVAC System includes credit for verified adequate airflow. A certified HERS rater must diagnostically measure airflow of the HVAC System. The HVAC System HVAC System incorporates HERS verified Duct Leakage. HERS field verification and diagnostic testing is required to verify that duct leakage meets the specified criteria. i CIT -t OF LA QUINTA FOR CO 4of12 00 PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF-1 R Project Name Building Type 0 Single Family ❑ Addition Alone Date Coronel Enterprises - Plan 1918 - West Oriel ❑ Multi Family ❑ Existing+ Addition/Alteration 1611112013 ANNUAL ENERGY USE SUMMARY Standard Proposed Margin TDV kBtu/ft2- r Space Heating 4.04 4.08 -0.03 Space Cooling 54.45 49.64 4.81 Fans 11.00 15.01 -4.00 Domestic Hot Water 16.74 14.38 2.36 Pumps 0.00 0.00 0.00 Totals 86.24 83.10 3.14 Percent Better Than Standard: 3.6% BUILDING COMPLIES - HERS VERIFICATION REQUIRED Fenestration Building Front Orientation: (tM 270 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (M 415 88 Fuel Available at Site: Natural Gas (N) 650 147 Raised Floor Area: 0 (E) 415 42 Slab on Grade Area: 1,918 (S) 650 51 Average Ceiling Height: 10.0 Roof 1,918 1 Fenestration Average U-Factor: 0.47 TOTAL: 329 Average SHGC: 0.36 Fenestration/CFA Ratio: 17.1 REMARKS THIS CALCULATION SUPERCEDES ALL PREVIOUS REPORTS. SLO - 061113 STATEMENT OF COMPLIANCE This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 the Administrative Regulations and Part 6 the Efficiency Standards of the California Code of Regulations. The documentation author hereby certifies that the documentation is accurate and complete. Documentation Author Company Santiago Lopez-Ocampo 6/11/2013 Address P.O. Box 1018 Name City/State/ZipCity/State/Zip La Quinta, Ca 92247 Phone 760.485.8927 Signed Date The individual with overall design responsibility hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application, and recognizes that compliance using duct design, duct sealing, verification of refrigerant charge, insulation installation quality, and building envelope sealing require installer testing and certification and field verification by an approved HER rater ir( OF LA QUeNT-A Designer or Owner (per Business & Professions Code) BUILDING & SAFETY DEPT. Company Coronel Enterprises APPROVED Address 42760 Madio Street Name FOR rnr\l.qTP,,l 1 T!fl City/State/Zip Indio, Ca 92201 Phone 760.775.1234 Signep License # I Date Ener Pro 5.1 by EnerqVSoft User Number: 5732 RunCode: 2013-06-11 T15:56:04 ID: LQ01 2213-d6rr06111 Pa e 5 of 12 CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name Coronel Enterprises - Plan 1918 - West Oriel Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1611112013 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Joint Appendix I Factor Cavity Exterior Frame Interiorl Frame Azm Tilt Status 4 Location/Comments Slab 4421 0.730 None 0 180 New 4.4.7-A1 Whole House Slab 1,476 0.730 None 0 180 New 4.4.7-A1 Whole House Wall 599 0.068 R-13 5.0 None 180 90 New 4.3.1-A3 Whole House Wall 373 0.068 R-13 5.0 None 90 90 New 4.3.1-A3 Whole House Wall 503 0.068 R-13 5.0 None 0 90 New 4.3.1-A3 Whole House Wall 327 0.068 R-13 5.0 None 270 90 New 4.3.1-A3 Whole House Roof 1,917 0.025 R-38 0 0 New 4.2.1-A21 Whole House FENESTRATION SURFACE DETAILS ID Type Area LI -Factor' SHGC Azm Status Glazing Type Location/Comments 1 Window 20.0 0. 5901 NFRC 0.45 NFRC 180 New IWC 6200 Alum/Low-E Whole House 2 Window 4.0 0. 5901 NFRC 0.45 NFRC 180 New IWC 6200 Alum/Low-E Whole House 3 Window 20.0 0.590 NFRC 0.45 NFRC 180 New IWC 6200 Alurnkow-E Whole House 4 Window 7.1 0.510 NFRC 0.66 NFRC 180 New Pittsburgh Coming GB Whole House 5 iWindow 6.0 0.590 NFRC 0.45 NFRC 90 New IWC 6200 Alum/Low-E Whole House 6 Window 12.0 0.440 NFRC 0.24 NFRC 90 New IWC 6200 Alum/Low-E Fix Whole House 7 Window 16.0 0.590 NFRC 0.45 NFRC 90 New IWC 6200 Alum/Low-E Whole House 8 Window 8.0 0.440 NFRC 0.24 NFRC 90 New IWC 6200 Alurnkow-E Fix Whole House 9 Window 33.3 0.360 NFRC 0.35 NFRC 0 New Jeld-Wen, Steel Fr. Dr. Whole House 10 Window 10.0 0.590 NFRC 0.45 NFRC 0 New IWC 6200 Alum/Low-E Whole House 11 Window 12.0 0.590 NFRC 0.45 NFRC 0 New IWC 6200 Alum/Low-E Whole House 12 Window 6.0 0.440 NFRC 0.24 NFRC 0 New IWC 6200 Alum/Low-E Fix Whole House 13 Window 33.3 0.360 NFRC 0.35 NFRC 0 New Jeld-Wen, Steel Fr. Dr. Whole House 14 Window 10.0 0.440 NFRC 0.24 NFRC 0 New IWC 6200 Alum/Low-E Fix Whole House 15 Window 15.01 0.590 NFRC 0.45 NFRC 0 New IWC 6200 Alum/Low-E Whole House 16 Window 6.01 0.440 NFRC 0.24 NFRC 0 New 1WC 6200 Alum/Low-E Fix Whole House (1) LI -Factor Type: 116-A = Default Table from Standards, NFRC = Labeled Value 2 SHGC Type: 116-B = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t Wd Ove hang Left Fin Len H t LExt REA Dist Len I Right Fin Hot Dist I Len H t 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 IBug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 10 Bug Screen 0.76 11 Bug Screen 0.76 g- I -r-N/ r-� C I A AL I 12 Bug Screen 0.76 r'' ISO `'' Lzr ` ' ' _ 13 Bug Screen 0.76 14 Bug Screen 0.76 15 Bug Screen 0.76`- 16 Bug Screen 0.76 V V l� l r nLTF � (Idn KY/ - EnergyPro 5.1 by EnergySoft User Number: 5732 RunCode: 2013-06-11T15:56;04 1 0 e 6 of 12 i� CERTIFICATE OF COMPLIANCE: Residential (Part 4 of 5) CF -1 R Project Name Building Type m Single Family ❑ Addition Alone Date Coronel Enterprises - Plan 1918 - West Orie ❑ Multi Family ❑ Existing+ Addition/Alteration 1611112013 Surface U Insulation - Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame I Azm I Tilt I Status 1 4 1 Location/Comments FENESTRATION SURFACE DET ID Type Area LI -Factor' 17 Window 15.0 0.590 NFRC 18 Window 6.0 0.440 NFRC 19 Window 6.7 0.440 NFRC 20 Window 2.7 0.440 NFRC 21 Window 33.3 0.360 NFRC 22 Window 10.0 0.440 NFRC 23 Window 6.7 0.440 NFRC 24 Window 2.7 0.440 NFRC 25 Window 20.0 0.360 NFRC 26 Window 6.0 0.440 NFRC 27 Skylight 0.5 0.430 NFRC 28 Skylight 0.5 0.430 NFRC 0.45 NFRC 0.24 NFRC 0.24 NFRC 0.24 NFRC 0.35 NFRC 0.24 NFRC 0.24 NFRC 0.24 NFRC 0.35 NFRC 0.24 NFRC 0.30 NFRC 0.30 I NFRC Azm Status 0 New 0 New 270 New 270 New 270 New 270 New 270 New 270 New 270 New 270 New 0 New 0 New Glazing Type IWC 6200 Alum/Low-E IWC 6200 Alum/Low-E Fix IWC 6200 Alum/Low-E Fix IWC 6200 Alum/Low-E Fix Jeld-Wen, Steel Fr. Dr. IWC 6200 Alum/Low-E Fix IWC 6200 Alum/Low-E Fix IWC 6200 Alum/Low-E Fix Jeld-Wen, Steel Fr. Dr. IWC 6200 Alumkow-E Fix Solatube Solatube Location/Comments Whole House Whole House Whole House Whole House Whole House Whole House Whole House Whole House Whole House Whole House Whole House Whole House D B 0 1 `ATC " / u-ravivi i ype: 2 SHGC Type: i i o -r = uelauit i auie irum otanuarus, rvrm, = vaoeiev vawe 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type Window Ove hang Left Fin Right Fin SHGC H t Wd Len H t LExt RExt Dist Len H t Dist Len H t 17 Bug Screen 0.76 18 Bug Screen 0.76 19 Bug Screen 0.76 20 Bug Screen 0.76 21 Bug Screen 0.76 22 Bug Screen 0.76 23 Bug Screen 0.76 24 Bug Screen 0.76 25 Bug Screen 0.76 26 27 Bug Screen None 0.76 1.00 28 None 1 1.001 1 1 1 1 1 1 D B 0 1 `ATC CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF -1 R Project Name Coronel Enterprises - Plan 1918 - West Orie Building Type 93 Single Family ❑ Addition Alone ❑Multi Family ❑Existing+ Addition/Alteration Date 1611112013 BUILDING ZONE INFORMATION System Name Zone Name Floor Area New Existinq Altered I Removed Volume Year Built HVAC System Whole House 1,918 19,180 Totals 1,918 0 0 0 HVAC SYSTEMS System Name Qty. Heating Type Min. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC System 1 Central Fumace 80% AFUE Split Air Conditioner 13.0 SEER Setback New HVAC DISTRIBUTION System Name Heating Duct Cooling Duct Location R -Value Ducts Tested? Status HVAC System Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING SYSTEMS S stem Name Qty. Type Distribution Rated Input (Btu h) Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insul. R- Value Status Rheem 41VRP50PT 1 Small Gas All Pipes Ins 40,000 50 0.65 n/a n/a New MULTI -FAMILY WATER HEATING DETAILS HYDRONIC HEATING SYSTEM PIPING Control Hot Water Piping Length ft c 0 Cl) a S st Name Lest t nsul. a e e hick. Qt . HP Plenum Outside Buried ❑ BUILDING A qr v ❑ I -N ❑ i,-% •. Q ❑ 1 ' �n iv +' JzJ I"F4VCTIONDATEEner Pro 5.1 b Ener Soft User Number: 5732 RunCode: 2013-06-11715:56:04---ID:-LQQ2213-Co MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3MF-1 R Project Name Enterprises - Plan 1918 - West Orientation 7DatoCoronel 1/2013 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stririgent energy measures listed on the Certificate of Compliance (CF -1 R, CF -1 R -ADD, or CF - 1 R -ALT Form) shall supersede the items marked with an asterisk (*) below. This Mandatory Measures Summary shall be incorporated into the permit documents, and the applicable features shall be considered by all parties as minimum component performance specifications whether they are shown elsewhere in the documents or in this summary. Submit all applicable sections of the MF -1 R Form with plans. Building Envelope Measures: 116(a)l: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. §116(a)4: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of 10-111 (a). 117: Exterior doors and windows are weather-stripped; all joints and penetrations are caulked and sealed. 118(a): Insulationspecified or installed meets Standards for Insulating Material. Indicate type and include on CF -6R Form. §118(i): The thermal emittance and solar reflectance values of the cool roofing material meets the requirements of §118(i) when the installation of a Cool Roof is specified on the CF -1 R Form. *§1 50 a : Minimum R-19 insulation in wood -frame ceiling orequivalent U -factor. 150(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -Value. *§1 50 c : Minimum R-13 insulation in wood -frame wall orequivalent U -factor. *§1 50 d : Minimum R-13 insulation in raised wood -frame floor orequivalent U -factor. 150(f): Air retarding wrap is tested, labeled, and installed according to ASTM E1677-95 2000 when specified on the CF -1 R Form. 150 : Mandatory Vapor barrier installed in Climate Zones 14 or 16. §150(1): Water absorption rate for slab edge insulation material alone without facings is no greater than 0.3%; water vapor permeance rate is no greater than 2.0perm/inch and shall be protected from physical damage and UV light deterioration. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150 e 1 A: Masonry or factory -built fireplaces have a closable metal or glass door coverin d the entire opening of the firebox. - irebox:§150(e)1 §1 50(e)lB: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a with a readily accessible, operable, and tight -fitting damper and or a combustion -air control device. §150(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified by the Energy Commission. §113(c)5: Water heating. recirculation loops serving multiple dwelling units and High -Rise residential occupancies meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of §113(c)5. §115: Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appliances with an electrical, supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. 150(h): Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Heating systems are equipped with thermostats that meet the setback requirements of Section 112(c). §1500)1 A: Storage gas water heaters rated with an Energy Factor no greater than the federal minimal standard are externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §1500)1 B: Unfired storage tanks, such as storage tanks or backup tanks for solar water -heating system, or other indirect hot water tanks have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. §1500)2: First 5 feet of hot and cold water pipes closest to water heater tank, non -recirculating systems, and entire length of recirculating sections of hot water pipes are insulated per Standards Table 150-B. §1500)2: Cooling system piping (suction, chilled water, or brine lines),and piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. §1500)2: Pipe insulation for steam hydronic heating systems or hot water systems >15 psi„meets the Lequirements-of-Standard Table 123-A. i f 9 i O� JINITA 150(j)3A: Insulation is protected from damage, including that due to sunlight, moisturet�e q'ui - Rentndiinten�LWO- 'ah §1500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor retardantroms encVs b ely in conditioned space. 1 i;v'i V §1500)4: Solar water -heating systems and/or collectors are certified by the Solar Rating and�&M641”- C a af g-tTJ.P EnergyPro 5.1 by EnergySoR User Number., 5732 RunCode: 2013-06-11715:56:04 ID: LQO e_9 of 12 J MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3 MF-1 R Project Name Date Coronel Enterprises - Plan 1918 - West Orientation 1 6/11/2013 §150(m)1: All air-distribution system ducts and plenums installed, are sealed and insulated to meet the requirements of CMC Sections 601, 602, 603, 604, 605 and Standard 6-5; supply-air and return-air ducts and plenums are insulated to a minimum installed level of R- 4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape or other duct-closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings reater than 1/4 inch, the combination of mastic and either mesh or tape shall be used §150(m)1: Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. §150(m)2D: Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 150(m)7: Exhaust fans stems have back draft or automatic dampers. §150(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. §150(m)9: Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. 150 m 10: Flexible ducts cannot have porous inner cores. §150(o): All dwelling units shall meet the requirements of ANSI/ASHRAE Standard 62.2-2007 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings. Window operation is not a permissible method of providing the Whole Building Ventilation required in Section 4 of that Standard. Pool and Spa Heating Systems and Equipment Measures: §114(a): Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating ora pilot light. §114(b)1: Any pool or spa heating equipment shall be installed with at least 36" of pipe between filter and heater, or dedicated suction and return lines, or built-up connections for future solar heating. 114(b)2: Outdoor pools ors as that have a heat pump or gas heater shall have a cover. §114(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. 150 : Residential pool systems orequipment meet the pump sizing, flow rate, piping, filters, and valve requirements of §150 Residential Lighting Measures: §150(k)1: High efficacy luminaires or LED Light Engine with Integral Heat Sink has an efficacy that is no lower than the efficacies contained in Table 150-C and is not a low efficacy luminaire asspecified by §150(k)2. 150(k)3: The wattage of permanently installed luminaires shall be determined asspecified by §130(d). §150(k)4: Ballasts for fluorescent lamps rated 13 Watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. §150(k)5: Permanently installed night lights and night lights integral to a permanently installed luminaire or exhaust fan shall contain only high efficacy lamps meeting the minimum efficacies contained in Table 150-C and shall not contain a line-voltage socket or line- voltage lamp holder; OR shall be rated to consume no more than five watts of power as determined by §130(d), and shall not contain a medium screw-base socket. 150(k)6: Lighting integral to exhaust fans, in rooms other than kitchens, shall meet the applicable requirements of §150(k). 150(k)7: All switching devices and controls shall meet the requirements of §150(k)7. §150(k)8: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger than 2,500 ft2 may be exempt from the 50% high efficacy requirement when: all low efficacy luminaires in the kitchen are controlled by a manual on occupant sensor, dimmer, energy management system (EMCS), or a multi-scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utility rooms are high efficacy and controlled by a manual-on occupant sensor. §150(k)9: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts-of power-per-linear-foot o illuminated cabinet. A ril if -I- ":. I?qG & SAFETY DEPT. PROVED FCS CON RUCTION EnergyPro 5.1 by EnergySofi User Number: 5732 RunCode: 2013-06-11715:56:04 ' � � T /ML L -Co 61 Page 1P of 12 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF -1 R Project Name Date Coronel Enterprises - Plan 1918 - West Orientation 6/11/2013 §150(k)l0: Permanently installed luminaires in bathrooms, attached and detached garages, laundry rooms, closets and utility rooms shall be high efficacy. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by a manual -on occupant sensor certified to comply with the applicable requirements of §119. EXCEPTION 2: Permanently installed low efficacy luminaires in closets less than 70 square feet are not required to be controlled by a manual -on occupancy sensor. §150(k)l 1: Permanently installed luminaires located in rooms or areas other than in kitchens, bathrooms, garages,, laundry rooms, closets, and utility rooms shall be high efficacy luimnaires. EXCEPTION 1: Permanently installed low efficacy luminaires shall be allowed provided they are controlled by either a dimmer switch that complies with the applicable requirements of §119, or by a manual - on occupant sensor that complies with the applicable requirements of §119. EXCEPTION 2: Lighting in detached storage building less than 1000 square feet located on a residential site is not required to comply with §150 k 11. §150(k)l2: Luminaires recessed into insulated ceilings shall be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and have a label that certifies the lumiunaire is airtight with air leakage less then 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; and be sealed with a gasket or caulk between the luminaire housing and ceiling. §150(k)l3: Luminaires providing outdoor lighting, including lighting for private patios in low-rise residential buildings with four or more dwelling units, entrances, balconies, and porches, which are permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy. EXCEPTION 1: Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controlled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the luminaire to be always on EXCEPTION 2: Outdoor luminaires used to comply with Exceptionl to §150(k)l3 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within six hours. EXCEPTION 3: Permanently installed luminaires in or around swimming pool, water features, or other location subject to Article 680 of the California Electric Code need not be high efficacy luminaires. §150(k)14: Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). §150(k)l5: Lighting for parking lots and carports with a total of for 8 or more vehicles per site shall comply with the applicable requirements in Sections 130, 132, 134, and 147. Lighting for parking garages for 8 or more vehicles shall comply with the applicable requirements of Sections 130, 131, 134, and 146. §150(k)l6: Permanently installed lighting in the enclosed, non -dwelling spaces of low-rise residential buildings with four or more dwelling units shall be high efficacy luminaires. EXCEPTION: Permanently installed low efficacy luminaires shall be allowed provided that they are controlled by an occupant sensors certified to comply with the applicable requirements of 119. OF LA QUINTA tti`U'LDING & SHEEN DEPT. ROVED FOR CONSTVUCTI N DATE i EnergyPro 5.1 by EnergySoft User Number: 5732 RunCode: 2013-06-11T15:56:04fD-L-QOt22 er✓864 L P- 11 of 12 11I HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Coronel Enterprises - Plan 1918 - West Orientation Date 6/11/2013 System Name HVAC System Floor Area 1,918 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. CFM Sensible Latent CFM 1,085 22,325 2,480 636 0 1,289 01 0 0 0 00 0 1,289 1 24,902 2,480 PEAK Heating System Sensible Output per System 80,000 24,634 Total Output Btuh 80,000 Output Btuh/s ft 41.7 1,211 Cooling System 0 Output per System 57,000 Total Output (Btuh) 57,000 0 Total Output Tons 4.8 1,211 Total Output Btuh/s ft 29.7 Total Output s ft/Ton 403.8 27,055 Air System CFM per System 1,800 HVAC EQUIPMENT SELECTION Airflow cfm 1,800 YorkCZB60.PS8CN100.2000cfm 40,829 7,519 80,000 Airflow cfm/s ft 0.94 Airflow (cfm/Ton) 378.9 Outside Air % 0.0% Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 40,829 7,519 Aug 3 PM 80,000 Jan 1 AM Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26 of 67 of Outside Air 0 cfm Supply Fan 1,800 cfm 67 of 67 of 105 of Heating Coil 104 of ROOM 68 of I COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78OF 76/62°F 76/62OF 55/54OF Outside Air 0 cfm Supply Fan Cooling Coil 1,800 cfm 76 / 62 OF C IP Q F LA QUINT v 5 of BUILDIINpG &SA. T r-7.7 A I—I R FOR CONRUCTION 75 / s OF DATE EnergyPro 5.1 by EnergySoft User Number. • 5732 RunCode: 2013-06-11 T15:56:04 ID: LQ01221 - orr06111 Page 12 of 12