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13-0128 (SFD) Title 24BUILDING ENERGY ANALYSIS REPORT I PROJECT: Coronel Enterprises - Plan 1918 - West Orientation 54620 Avenida Carranza 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 D CIT(OF 11.1 Job Numb�erm'UILDINC & SAFETY LQ012213-Corr)6111'3 OROW: I f -UR CONS I-RU�a;�fl L� F LA Date: DATE 6-7-1'—DE 6/11/2013 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2008 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC — www.energysoft.com. EnergyPro 5.1 byEnergySoft User Number. 5732 RunCode: 2013-06-11T15:55:39 ID: LQ012213-Corr06111 I TABLE OF CONTENTS I Cover Page Table of Contents Form CF -1 R Certificate of Compliance Form MF -1R Mandatory Measures Summary HVAC System Heating and Cooling Loads Summary r QIP( CSF LA QUINTA BUILDING & SAFETY DEPT. F�>R CO��STFI CTION DA j .iiE B` - EnergyPro 5.1 by EnergySoft Job Number: ID: LQ012213-Corr061113 User Number. 5732 . 1 2 3 9 12 PERFORMANCE CERTIFICATE: Residential Part.1 of 5 CF-1 R Project Name Corone/ Enterprises - Plan 1918 - West Or Building Type 0 Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 6/11/2013 Project Address 54620 Avenida Carranza 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 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 Sidef ins 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 Left (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 Left (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 (M 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 Qty. 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 1 1 !1, i-r F WATER HEATING �l E '�tA � -! �' Qty. Type Gallons Min. Eff Dis'ribu�tio�n &SAFETY DEPT. Status 1 Small Gas 50 0.65 411 PipesAns,F-�0 VE E5 New FUK I J 1 DATE Ener Pro 5.1 by EnergySoft User Number., 5732 RunCode: 2013-06-11715:55 39 ID: LQ01 13-Con06111 Page 3 of 12 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 12013 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. 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 YorkCZB60. PS8CN1 00. 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. CIP( OF LA QUINTA BUILDING & SAFET U t~ : r_ _ rt r r v � Z-0 FOR CONSTRUCTION Ener Pro 5.1 by EnerqySoft User Number. 5732 RunCode: 2013-06-11715:55:39 ID: LQ0122-Corr06111 Pa e 4 of 12 PERFORMANCE CERTIFICATE: Residential Part 3 of5 CF -1 R Project Name Building Type 0 Single Family ❑ Addition Alone Date Coronel Enterprises - Plan 1918 - West One El Multi Family ElExisting+ Addition/Alteration 6/11/2013 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: (w) 270 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (VII) 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 Q Company Santiago Lopez-Ocampo v 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 b9ilding_envelope, sealing-requ re installer testing and certification and field verification by an approved HERS rater:o ��- I�r t� BUILDING & SAFETY DEPT. Designer or Owner (per Business & Professions Code) (� Enterprises APPROVE PPR ` V Company Coronel FOR CONSTRUCTION Address 42760 Madio Street Name City/State/Zip Indio, Ca 92201 Phone 760.775.1234 icense # Date I DATE — I Ene Pro 5.1 by Ener Soft User Number: 5732 RunCode: 2013-06-11 T15:55:39 ID: L 0122 3-COn06111 Page 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 6/11/2013 OPAQUE SURFACE DETAILS Surface Type Area Ll- Insulation Joint Appendix Factor Cavity Exterior Frame Interior Frame Azm I 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 1 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 Ll-Factor SHGC2 Azm Status Glazing Type Location/Comments 1 Window 20.0 0.590 NFRC 0.45 NFRC 180 New IWC 6200 Alumkow-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 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 Alum/Low-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 15.0 0.590 NFRC 0.45 NFRC 0 New IWC 6200 Alum/Low-E Whole House 16 Window 6.0 0.440 NFRC 0.24 NFRC 0 New IWC 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 RExt Dist Len Right Fin 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 Bug Screen 0.76 ow 1 N° is 10 Bug Screen 0.76 L-"' 11 Bug Screen 0.76, S6 s 12 Bug Screen 0.76 13 Bu Screen 0.76 14 JBug Screen 0.76 15 IBug Screen 0.76 16 JBug Screen 0.76 kA DATE EnergyPro 5.1 by EnergySoft User Number: 5732 RunCode: 2013-06-11715:55:39 ID: LQ012213-Corr06111 Page 6 of12 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 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 I Area LI-Factor' SHGCz 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. Dr. Whole House 22 Window 10.0 0.440 NFRC 0.24 NFRC 270 New IWC 6200 Alurnkow-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 2.7 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 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) U-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 REA 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 -'-'-""t I i\( 26 Bug Screen 0.76 U "1 . �, _ � -1 27 None 1.00 11 & 28 None 1.00 �,, -> a -NA j t.r- laL7 s ,U� 1 _ EnergyPro 5.1 by EnergySoft User Number: 5732 RunCode: 2013-06-11715:55:39 ID: LQ012213-Corr06111 Pae 7 of 12 CERTIFICATE OF COMPLIANCE: Residential (Part 5 of 5) CF -1 R Project Name Corone/ Enterprises - Plan 1918 - West Or Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 1611112013 BUILDING ZONE INFORMATION System Name Zone Name Floor Area New Existinq 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. Eff. Cooling Type Min. Eff. Thermostat Type Status HVAC System 1 Central Furnace 80% AFUE Split Air Conditioner 13.0 SEER Setback New HVAC DISTRIBUTION System Name Heating Duct Ducts Cooling Duct Location R -Value Tested? Status HVAC System Ducted Ducted Attic, Ceiling Ins, vented 8.0 0 New WATER HEATING SYSTEMS S stem Name Qty. Type Distribution Rated Input Btuh Tank Cap. al Energy Factor or RE Standby Loss or Pilot Ext. Tank Insui. 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 0 a� — � �.,,,:.�, ��_ S stem -Name + i� 1Pppe I sul. Uiar�etr ► ick. O HP Plenum Outside Buried Pipge den&h ❑ ki ML- ING & SAFETY DEPT ffflaN r; TF Ener Pro 5.1 b Ener Soft User Number: 5732 RunCode: 2013-06-11715:55:39 +__.. PID LQt of 12 MANDATORY MEASURES SUMMARY: Residential Pae 1 of 3 MF-1 R Project Name Coronel Enterprises - Plan 1918 - West Orientation Date 6/11/2013 NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance approach used. More stringent 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 1: 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(1): 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 50a : 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 50c : Minimum R-13 insulation in wood-frame wall orequivalent U-factor. *§1 50d : 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-1R 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 areater 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 covering the entire opening of the firebox. §150(e)1 B: 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)113: 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 150-13. §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-A 5 psi,,meets-the-requirements.ofStand 123-A. ,^ ! n!7i Ar-N s wI ards Table 1500)3A: Insulation is protected from damage, including that due to sunlight, moisture; [,e ui ment-maintenance, an_drwind §1500)3A: Insulation for chilled water piping and refrigerant suction lines includes a vapor"`retard ant or �s enclose entire y il conditioned space. I 1 \A 150 ' 4: Solar water-heating systems and/or collectors are certified by the Solari Ratin and—Ce ' kation, '.dr o'raii W. fnTF EnergyPro 5.1 by EnergySoR User Number: 5732 RunCode: 2013-06-11T15155:39 !D: -QO.1.2 age 9 of 12 !a MANDATORY MEASURES SUMMARY: Residential (Page 2 of 3MF-1 R Project Name Date Coronel Enterprises - Plan 1918 - West Orientation 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 t'han,20-watts;ower rrilin aclof illuminated cabinet. _r -,-,r c BUILDING & �t "' o ) OV �I—� CONST ;UCT,ON EnergyPro 5.1 by EnergySoft User Number. 5732 RunCode: 2013-06-11715:55:39 1 - 611- Page 10 of 12 MANDATORY MEASURES SUMMARY: Residential (Page 3 of 3 MF-1 R Project Name Date Corone/ 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)l4: 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. CITY OF LA QUINTA BUILDING & SAFEST` DEPT. . -1 T-" P IR O V E D FOR CONSTPqJCTION DATE EnergyPro 5.1 by EnergySoft User Number: 5732 RunCode: 2013-06-11T15:55:39 =aoT#*Zo'rr061 I Page 11 of 12 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 0 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 0 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) I 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 Heatin Peak 26 OF 67 OF Outside Air 0 cfm Supply Fan 1,800 cfm 67 OF 67 OF 105 OF gown Heating Coil 104 OF It V,il i � ROOM �I 68 °F I COOLING SYSTEM PSYCHROMETICS Airstream Temperatures at Time of Cooling Peak 112/78°F 76/62°F 76/62°F 55/54°F Outside Air o cfm Supply Fan Cooling Coil 1,800 cfm 76 ! 62 OF G �' ,. U I A BUILDING & SAFETY DEPT. 6 / 54 °F APpRn V /o V50�omFOR CON7ST7�U 5162 OF DATE EnergyPro5.1 by EnergySoff User Number., 5732 RunCode: 2013-06-11715:55:39 ID: LQ012213-Corr06111 Page 12 of 12 Eledtronically 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 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 54620 Avenida Carranza 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 Wallram R-13 1,802 Ext --R-5.0 New Roof ood ramed Attic R-38 1,917 Radiant Barrier Venting New JUL 0 2 Z013 FENESTRATION U- Exterior Orientation Area 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: x -_,,0,66,. -.:.none: none--Bug,3creen0z=-. New Rear (E) r' 22.0 ° ' 0.590 V 0.4¢Y none t1 , ! none R - Bug Screen , V New Rear (E) X20 0 '0.440 0.24 none %none Bug Screen `; 1K New Leff (N) / y66.6 ! ; 0.360 0!35 none _ ` none -:;Bug Screen a ` �"? N'e`w ice; Leff(N)\.€„1. 52.0'' ; r 0.590 °---x0.45 ono et ' 'r none } Bu Screen +' �r New Left (N) 28.0. ) 0.440 0.24 none none . Bug Screen New Front (IM : 34.8 0.440 0.24 none none Bug Screen New Front (lM 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 R -Value Status HVAC System Ducted Ducted Attic, Ceiling Ins, vented 8.0 New WATER HEATING� Ot . Type Gallons Min. EffSul,Di ,tnb�tion1 Q�l� Status 1 Small Gas 50 0.65 1 A14P,Pnl�- !y Y DEP New F' " 1 C7 -10N DATE EnergyPro 5.1 by Ener Soft User Number., 5732 RunCode:"2013-06- 5:5 . LQ0122X3-Cor 6111 Pae 1 Reg: 213-N0005135C-000000000-0000 Registration Date/Time: 2013/01/24 09-20-V5r-2 i er: Ca10ERTS, Inc ii Electronically Filed by Santiago Lopez-Ocampo and Authenticated at CalCERTS.com - 6/11/2013 -Electronically Signed at Ca10ERTS.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. loon f HERSBEQUIREDNERIFICATIOIV Items in—this section.require field-testing and/or venfication,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 YorkCZB60.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 verged 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. r I �e! i '�, nk- I A a) IINTA BUILDING & SAFETY DEPT. F� HHUVtU Ff aR nmiqTMI I .TI Ener(4 Pro 5.1 b Ener Soft User Number.• 5732 RunCode: 2013-06-1 11555:39--lD. .3_Corr_0B11J Pa e 2 of 6 Reg: 213-N0005135C-000000000-0000 Registration Date/Time: 2013/01/24 09:20:45 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 PERFORMANCE CERTIFICATE: Residential (Part 3 of 5) CF -1 R Project Name Building Type 0 Single Family ❑ Addition Alone Date Corone/ Enterprises - Plan 1918 - West Oriel ❑ Multi Family ❑ Existing+ Addition/Alteration 6/11/2013 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: (vv) 270 deg Ext. Walls/Roof Wall Area Area Number of Dwelling Units: 1.00 (K9 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 Averagle 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 -HERS -rate" Clri OF LA QUINTA Designer or Owner (per Business & Professions Code) Company CoronelEnterprises I PULLING & SAFETY DEPT. Address 42760 Madio Street Name I I'1 )P r R 0VF LJ Indio, Ca 92201 FOR i CCr`S gne� UCTiCN Licens # Date City/state/ZipPhone 760.775.123 i DATE _ _ _ �} R Ener Pro 5.1 bV Ener Soft User Number: 5732 RunCode: 2013-06-11 T15:55:39 ID:_L 22.1.3_Corr06111 Page 3 of 6 Reg: 213-N0005135C-000000000-0000 Registration Date/Time: 2013/01/24 09:20:45 LXRS Provider: CalCERTS, 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 4 of 5) CF -1 R Project Name Coronel Enterprises - Plan 1918 - West Oriel Building Type 13Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 6/11/2013 OPAQUE SURFACE DETAILS Surface Type Area U- Insulation Joint Appendix Factor Cavit7yExterior 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 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 SHGC 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 90 New IWC 6200 Alum/Low-E Whole House 6 Window 1 12.0 0.440 NFRC 0.24 1 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 Alum/Low-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 15.0 0.590 NFRC 0.45 NFRC 0 New IWC 6200 Alum/Low-E Whole House 16 Window 6.0 0.440 NFRC 0.24 NFRC 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: 116-13 = Default Table from Standards, NFRC = Labeled Value EXTERIOR SHADING DETAILS ID Exterior Shade Type SHGC Window H t Wd Ove hang Left Fin Right Fin Len H t LExt RExt Dist Len 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 Bug Screen 0.76 10 Bug Screen 0.76 11 Bug Screen 0.76 12 Bug Screen 0.76 '( _ 13 Bug Screen 0.76 r,. i nimm 'St I Y Cr 14 Bug Screen 0.76 "" 15 JBug Screen 0.76 16 JBug Screen 0.76 'DWI I HA4q 1 frf, rf� . V// � - - Ene Pro 5.1 b Ener Soft User Number: 5732 RunCode: 2013-06=,1 15:55:89 : L 122J3zQrrAJ Page 4 of 6 Reg: 213-N0005135C-000000000-0000 Registration Date/Time: 2013/01/24 09:20:45 HERS Provider: CalCERTS, 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 Oriel Building Type m Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 6/11/2013 OPAQUE SURFACE DETAILS Surface U- Insulation Joint Appendix Type Area Factor Cavity Exterior Frame Interior Frame Azm Tilt Status 4 Location/Comments FENESTRATION SURFACE DETAILS ID Type Area LI -Factor SHGC2 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 Dr. ........ Whole House 22 Window'- X10.0 0.440 NFRC ,.r ;-o'. 0.24 NFRC -€- 270 New "6,1-',� IWC 6200 A1urn/Low-E Fix kj Whole House 23 Windows 6.7 0.440 NFRC t • 1-0.24 NFRC 270 New. ; IWC 6200,'Alum/Low-E Fix,, Y Whole House 24 Window 2.7,:70.440, NFRC 0.24 NFRC '.:_4270 New:2.,�"IWC 6200Alum/Low-E'F,ix , Whole House 25 Window 20:0 10:360 NFRC +: ' 0.35 NFRC .' ' 3f, 270 New : Jeld-Wen; Steel Fr Dr. ._,. Whole.House 26 Window ,(,r'6.0. i3O.440, NFRC i 0.24 NFRC. ;270 New:- IWC 6200 Alum/Low..-E Fix "Whole House 27 lSkylightAf k,45 -0.430 NFRC, "v.0:30 NFRC:: .0 New,: '�., Solatube_" '_` -�" Whole Houseti Ca 28 Skylight 0.5 0:430 NFRC'_' 0.30,NFRC- '0 New Solatube Whole House LL (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 Overhang Left Fin Right Fin Exterior Shade Type SHGC H t Wd Len I Hat 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 lBug 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 I t t IL _--ti .A r" " D DIN & Df\ I= Y +r -r-% r7 � 17: n Tit T -- �.._ i y K.f' V s...- r.r FC_R IN14j I I-VIP,4Ilul e RV Ener Pro 5.1 by Ener Soft User Number: 5732 RunCode: 2013-06- , l t` 5:55:39 ID: LQ2Z3__ r,�.6 Page 5 of 6 Reg: 213-N0005135C-000000000-0000 Registration Date/Time: 2013/01/24 09:20:45 HERS Provider: CalCERTS, 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 Coronel Enterprises - Plan 1918 - West Orie Building Type Ea Single Family ❑ Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 6/11/2013 BUILDING ZONE INFORMATION System Name Zone Name Floor Area New Existinq Altered Removed Volume Year Built HVAC System Whole House 1,918 19,180 Totals 1 1,9181 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« s` I/- , L fv -4 I *, R - � x �. �- �- S stem Name Heatin r ..•+ -4 It, > Duct X+? , . Ducts,00 -=Cooling.f Duct Location' R -Value Tested? Status HVAC System -f. Ducted Ducted Attic, Ceiling Ins, vented 8.0 © New ❑ WATER HEATING SYSTEMS S stem Name Qty. Type Distribution Rated Input Btuh 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 0 a �"T - OF LA QU S ,s;e. Name s--v1=.e i�cPlRe� . th Pipe Diameter Insul. Thick. Qty. HP Plenum Outside Buried 03 J LJ 11 V\-4 LXr. ❑ APPROVE' ❑ FOR CONS-03UCTION H t Ener Pro 5.1 by Ener Soft User Number., 5732 RunCode: 2013-06:ffTlr53:39 II Q012213-COrrO6111 Page 6 of 6 Reg: 213-N0005135C-000000000-0000 Registration Date/Time: 2013/01/24 09:20:45 HERS Provider: CalCERTS, Inc THE IRON SHOP01 The Leading Manufacturer of Spiral Stair Kits " ENGINEERING ANALYSIS OF STEEL AND ALUMINUM SPIRAL STAIR KITS 5'-0", 6-6", 6—On, 6'-6", 7'-0" DIAMETER CODE STAIRS MODEL NO.: STANDARD #111 CODE: 2011 CITY OF LOS 2010 C.B.C. / 2010 2009 I.B.C. & 2009 ANGELES I.R IS LOS ANGELES CITY LICENSED FABRICATOR #1150 LOS ANGELES CITY STANDARD PLAN #111 CITY OF SAN DIEGO STANDARD MASTER PLAN #25 PTS PROJECT: #231316 THIS ANALYSIS VAUD ONLY WITH 'WET. SEAL & SIGNATURE OF ENGINEER pFESSIQNq\ E. i 0 oFyc% > a No. 23276 Exp. 12-31-13 �Q- \ CM OF CA��FO/ SEP 18 't2 WOOD Engineering, Inc. ki. 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA, CA 91730 (909) 6066-1000 • 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 (800) 648-6990 Fax (813) 923-6176 pyPss�s SSE BUILDING CODE, I COM Southwest Showroom Mi & Warehouse & 8718 Westparit Drive M Houston, TX 77063 El (713) 789-0648 (7 (800) 438-4766 (81 Fax (713) 789-0720 Fe WOOD Engineering, Inc. su9JECT 5)S/RAL SHEETNO._ I OF '73 WOOD Engineeeuz _b7 Inc. am � -ai-r 59-/RAL SHEETNO. -2 OF_ smo "sv-m 7ffi74&-py S TA/AWA Y JOBNO. 85-82 S. r W&W .«„[y Mb 24 rm/py S 7-A IRNA Y JOB NO. BS-82 B /- 7-// /- 7-// FON THE IRON FOR THE IRON 10040 FOOTHILL BOULEVARDDATE 10040 FOOTHILL BOULEVARD DATE RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED W. RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY SHOP SHOP 5FIRAL 57A/R/NAY SP/RAL 5TA/RNA) R5QV1REMENTS MODEL NO.: STANDARD #ll/ 0 (1009.1) NIDTH = 44" MIN/MUM BUT, FOR SPIRAL, EXCEPT/ON 2, 26 " MIN/MUM PER /009.9, A T COVE- 20// CITY OF L05 ANGELES BU/LD/NG CODE - $ BEL ON HANDRAIL. 2010 CALIFORNIA QVIILD/NG GORE N/TH 2.% (009.2% HEADROOM = 80" M/N/MUM BUT, FOR SP/RAL, L. A. GI TY AMENDMENTS 20/0 G.B.G. $ 2009 /B. G. EXCEPTION, 78" MINIMUM PER /009.9, 20/0 CALIFORNIA RE5/0ENT/AL CODE 8 3J /1009.4/ TREA05 = //" MINIMUM, 2009 INTERNATIONAL RE5/0ENT/AL GODS. R/SER5 = 4"MINIMUM 8 7" MAX/MUM BUT, FOR 5FIRAL, EXCEPTION 3, TREAD = 7.5" MINIMUM AT 12" FROM NARROW LOADS EDGE ANO R/SER = 9.5" MAX/MUM PER /009. O.L. = 10.0 P.SF. 300# GONG. 4.) (/009.4.4/ TOLERANCE BETWEEN LARGEST AND L.L = 40.0 P.5.F. (OR 40 P.5.F. SNOW) OR LOAD AT 5MALLE5T TREAD OR R15ER SHALL T.L. = 50.0)1.5.F. EDGE OF NOT EXCEED 0.375 INCH. TREAD OR 300# ON 5.) ('1009.4.5) EXGERRON5 SOLID R/5ER NOT REOV/RED 4 SQ. IN. FOR SPIRAL 5TA/R, BVT G.R.G. / I.R.G. L/Ml T5 ' OTHER LOA L75 N/A OPENING TO NOT PA 55 4"PIA METER SPHERE. 20 F.L.F. IN I-3, F, H, 8 5 OCCLIPANC/E5 NOT A6GE55/BLE TO GENERAL PURL IC. TREAD 9/16 "MAX. RADIUS-, 50 P.L.F. AT TOP OF HANDRAIL (NON-RE5/DENT/AL) 200:LB.' ON HANDRAIL /N ANY D/REGT%ON` U' 50# ON ONE 50. FT. ON INTERMEDIATE RAIL5 nl k (NOT REOU/REO 511-UL 7ANEOV5L Y W/TH A30VE V OTHER LOAD5/. ONE-THIRD ALLOWABLE 5TRE55'INGREA5E NOT 30°MAX b 0 PERMITTED WITH OTHER LOAD5. `(1607.7.13 DELETED). T• WOOD-Etgneering; InC, suBJECT•'5P_1RAL_ - SXEEFNO..3- OF_ WOOD Engitneerin&.h&C. 'SUBJECT-SP/RAL. SHEETNO. 4 _OF_ S STAIRWAY" 85-82 S � 5TA/RIMA)' 85-82 a JOB N0. � JOB NO. fn'rmrae/6Ba 1m/Buib94l%*n 7- /- I/ C--.&&R-d&,A0&Ak D Dmip - t /- 7-// THE IRON FOR THE IRON 10040 FOOTHILL' BOULEVARDFON DATE 10040 FOOTHILL BOULEVARD DATE -- RANCHO'CUCAMONGA. CA 91730 (909) 989-2087 - FAX '(909Y 989-8106 DESIGNED BY W. RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX(909)98"106 DESIGNED BY --'=>. W . SHOP SHOP _ SPIRAL .5TA/RNAY REQUIREMENTS=:. SP/RAL .STAIRWAY REQIIIREMENT5•' 6.) (/009.5) LANDING NIDTH �� 2J (1009.!2) HANDRA/L5. HANDRA/L5 60TH 5IDe5„:BUT, FOR MU5T EQUAL W/DTH OF �6 5P/RAL 57A/R5, EXCEPTION 2, HANDRAIL 'ON ONE 5/DE 5T/R. LANDING �b ,? -?- /5 PERM/TTED. D/MENS/ON /N D/REG TION OF rRA%ln MU5T EQUAL L3✓ (10/22) HANDRAIL HEIGHT =, 34" M/NIMVM 8 38" MAXINA/M. OR EXCEED W/DTH OF STAIRS. DOORS SHALL /4.) (10/2.3) HANDRAIL GRA5P TYPE / OR TYPE NOT OPEN OVER LAND/NG. CIRCULAR: 1.25" M/N/MUM 8 2" MAX/MUM. 60°LANDING -HON-CIRCULAR: 4'; M/N/MUM 8 6.25" MAXIMUM PERIMETER 8 .225" MAX/MUM 7.) (1009.6. l) WALK/NG 5URFAGE5 SHALL BE A SOL lD GRO55-5ECTION. SURFAC5 EXCEPTION.- OPENING5 PERMITTED HANDRA/L5 N/ 7H PERIMETER GREATER THAN THAT NIL NOT FA 55 //2" DIAMETER SPHERE 6.25" SHALL GOMPL Y NITH TYPE // 01MEN5/ON5 ELONGATED OPEN/N&5 5HALL BE OR EOVIVALENT GRA5PAB/L/TY. ED6E5 SHALL PERPENDICULAR TO TRAVEL. HAVE 0O INCH MIN/MUM RADIUS. HANDRAIL BJ (/009.62) OUTDOOR STAIRS SHALL HAVE SLOPE NOT,TO LLUSTER /SJ (10/2.4) HANDRA/L GR/P SURFACEKrHA EXCEED 2f6 TO PREVENT NATER 5HALL BE CONT/NODUS WITHOUTALLER AGGUMULAT/ON ON WALK/NG SURFACES. `I 1NTERUPT/ON BY NEWEL P05T5N HANDRA/L OR OTHER OBSTRUCT/ONS. NOT 9.) (/0096.3) USEABLE 5PAGE UNDER 5P/RAL 5TA/R5 SHALL (NEWEL P05T5 PERMITTED IN R-3).STRUCT/ON, NOT BE ENCLOSED. EXCEPT/ON 3. 16) (10/26) HANDRA/L EXTENSIONS. TOP /OJ (/009.7) 12 FT. MAX/MUM BETNEEN FLOOR LEVELS OR EXTEND HANDRAIL I2" AT TOP HORIZONTAL LAND/NGS. 8 BOTTOM 8 RETURN D CONT/NUE TO UAR, EXCEPT GDSLOPE /2" //J (1009.9) 59-/RAL 5TA/R5 MA) BE V5EO A5 A MEAN5 OF HANDRAILS IN EGRESS ONL Y WI rHINDfiVEL L INC, UN/r5' OR ONELL ING5 NEED ONLY EXTEND a FROM A 5PAGE NOT MORE THAN 250 5Q. FT FROM TOP R/5ER TO BOTTOM AND 5 V/NG NOT MORE THAN 5 GfGGUPANT5 2„ R/5ER (NOT REQUIRED ORF LER/E5, CATWALKS, AND TO BE AG6E55/5LE). BOTTOM GR/DGGORDANGE NITH SECT/ON /0/56. WOOD Engineering, Inc. suBJEa 51'lRAL SNEETNo. 5 OF_ WOOD Engineering, Inc. suBJEcT SPIRAL SHEETNO. 6 OF, 1 STA/RWAY B.S-62 5TAIRNAY JOB NO. Mb OE&.tl JOB NO. -k6, BOULEVARD /- 7-// BouLDV�A�RD /- 7-H 100400040 FOOTHILL THE IRON FOCHO GATE 100000040 FOOTHILL FOR THE IRON DATE PAN CUCAMONGA, CA 91730R (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY RANCHO CMONGA, CA 91730 (909) 989-2087 FAX (909) 989-8106 DESIGNED BY SHOP _ SHOP SPIRAL 5TA/RINAYR60WREMENTS C 4jH14F7-EO 22 (STEEL% l7) 0012 7) CLEARANCE l 1/2" l•) (12205./) ALLOWABLE 5TRE55 OE5I6N PER A./5.C. 360-05 IBJ HANDRAIL NO SHARP EDGE5 ON (10/26) N WHICH 5UPERGEDE5 A.15.G. 335-6475/ 5HALL NOT PROJECT WALL AT HANDRAIL SUPPLEMENT #1 SPEGIF/GAT/ON FOR 5TRU6771RAL INTO REQUIRED WIDTH WALL STEEL BVILCIN65 AND A.156. 34/-02 5515MIC - OF 5TA/RNAY MORE PROVl5/ON5 FOR 5TRUG7ZIRAL STEEL BUILD/N65. THAN 4,5 INCHES 2J (2205.2) 5EI5MlG OE5/6N PER A.1.5.C. 341-05, PART /9✓ (1019. l) 64VARD5. REQUIRED ON IF R 15 6REA TER THAN 3.0. 5 rA1RNA)'AND LANDING. q (1013.2) 6UARD5 SHALL BE 3J PER A.15.G. 360 52. LOAD GOMBINAT/ONS PER 42" HIGH. 6UARD5 U5E0 A5 APPLICABLE BUILD/N6 CODE. (1/3 INCREASE FOR W/ND HANDRAIL IN /ND/V/DUAL 1 I/2/ 1/2" 8 5E15MIC 15 NO LONGER ALLOWED BY DELETION. DWELLING MAY BE 34" TO RAIL SEE A.15.G. 335 AS) 36" ABOVE TREAD N051NG. CLEARANCES 4,)A.15.C. 34/-05 5PE6IFIGAT/ON5 ARE FOR MOMENT 20.) (/0/3.3) OPEN/N65 IN 641A R,95 SHALL HAVE FRAMES ANO BRACED FRAMES WHERE R 15 GREATER BALL4157-ER5 OR PATTERNS SUCH THAT THAN 3.0. 4" DIAMETER SPHERE NIL NOT FA 55 TRIANGULAR OPENING AT R15ER, TREAD, 8 5J (2210) GOLD -FORMED 57EEL PER NORTH AMERICAN BOTTOM RAIL 5HALL NOT PA55 A 5PEG/F/6A TION FOR THE DE5I6N OF 6" DIAMETER SPHERE. 57A/R5 TO ACCESS GOLD -FORMED 5TEEL 5TRlC7URAL MEMBERS PLUMBING, ELEGTRIGAL, OR MECHANICAL 5Y5TEM5 (A.l5./.-NASPEG). OR EQUIPMENT OR /N &ROUP /-3, F• /-/ 5 GONCLU5/ON,- OGCUPANGIE5 /5 LIMI TED TO 21 " DIAMETER 5PHERE.- 4.375" DIAMETER SPHERE PERMITTED IN /N19101PUAL EVALUATE ALL 5TEEL PART5. 1/3 INCREASE PER 3,) DWELL INC 41N1T5, ABOVE 15 NOT PERMITTED. AL50, EVALUATE ALL LIGHT GAGE STEEL PER AJ. 5.1. 5100-07.. BOL TS 5HALL COMPLY WI TH A.5. T.M. A.307. "WOOD E�eering;"Inc, ... .SUBJECT -.SPIRAL'... .. SHEETNO: 7 oF_ WOOD•Engineeriag,;..Inc. 9JaJEer..SP./..RAL SHEET NO. 8' OF-- sm<nm 5TA/RWAY 85-62 se's a 5'TA/RWAY BS -62 JOB NO. JOB No. Cmm.d6 R.WWWB'Aft a-01 /- 7-// fmnay /&Ras- d8,0&v �gn I -7 -II FOR THE IRON FOR THE IRON 10040 FOOTHILL BOULEVARD DAZE _ 10040 FOOTHILL BOULEVARD DATE RANCHO CUCAMONGA, CA 91730 (909) 989-20087 • (909) 989,8106 DESIGNED 8Y W . RANCHO CUCAMONGA, CA 91730 (909) 9842087 - FAX (909) 989-8106 DESIGNED BY SHOP SHOP TFAX GHAF fR 2O ALUMINUM% LATERAL LOADS W/ND: (20/O G.B.G. /2069 1B.G. PER A.S.G.E. 7-05) /J (2002. U ANAL YTIGAL PROCEDURE (A.5.C.E. 7-05, 6.5.1) 05E: AA A5M 35 AND AA ADM 1-05 FOR OE516N, H = 36' MAX. 5' MIN. 7' MAX. N17 -H LOADS PER CHAPTER 16. V = 90 M.P.H. G' (FIG. 6-l) Ke = 0.85 (TABLE 6-4) (5/MILAR TO LATTICE FRAMENORK) N l„. _ lO (TABLE 6-1) < (OCCUPANCY CATEGORY / OR Q ry � K: = Kn = 0.96 AVC. (TABLE 6-3) t FOR EXP, G' CA5E l e 2 nl z = 30' (CENTER OF AREA) 1,VOR57EXPO51/RE HE16HT h Krt = 10 NO HILL 5, R106E5, OR ESCARPMENTS) (6.5. 7, I) (Krt = (1 , Ki K2 K5) 2 WHERE K2 = O OR K3 = O) 0��5— G (6.5.69%RIGID 5'T�RUG`7URE, v �2�4-4p0N: /2�d BUILUiNG & SAFETY DEP �E asE2e2 t�Kd Glr = 0OM2 WV/ DATE `�� WOOD Engineering, Inc. SUBJECT 5P/RAL SHEETNO. 9 OF- WOOD Engineering, Inc. suBJEct 5P/RAL SHEETNO. /0 OF- Sl� � STA/RIMA Y 85-82 STA/RNA Y 05-62 JOB NO. ab `4&.w JOB NO. Orrvmcf.& n9naei&ka 'gam a a&R-AwW&"roxv, FOR THE /RQN FOR THE IRON 10040 FOOTHILL BOULEVARD DATE 10040 FOOTHILL BOULEVARD DATE (90099RANCHO -2087 .MAX (9909 9891-8 06 DESIGNED BY -`�- W . RANCHO CUCAMONGA.7-FA(9) 9 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY SHOP SHOP LATERAL LOADS LATERAL LOAD5 WINDHIM; PROJECTED AREA (AVG. PER FT,) BALLV5rER F = qz 6 GF AF (6.5./5, OTHER STRUCTURE) TREAD = ((4" + 2")12140" x ® 4" O.G. AV6. (2/3/(/2%9" 0..C.i/FT. 8 _2"06. AVG. 6 = 0.85 (5EE ABOVE/ _ /07 50IN/Fr PROJECT/ON Cr = 1.6 AV6. SPAC/N6 - AF = /.43 BALL415TER5 = 0. 75((4" + 2 )121 x I2'%FT. F = /6,0(0,65)/.6(/.43) = 27 50/N.1FT. = 24.5)1.5.F.(1.43 50,Fr) = 35.0 5AY 35 P,L.F, HANDRAIL = 2" m x L2'%Fr, CONCLUSION.• U5E 35 P.L.F. FOR W/ND LOAD ON COLUMN = 24 50./N✓Fr SPLICE ® FOR 7'-0" DIAMETER MAX. STAIRWAY, COLUMN = 4" x 12%FT. 2nd STORY = 48 50.IN/Fr 2" d ArorAL = /07 +27 + 24 + 48 om MAX. = 206 5Q.1N/FT. AP = (206//44/ = /.43 SQ.FT/FT. I U (213) AV6. 1 Aewo55 = (44 " x 12 )//44 TREAD d' Q = 3.67 5Q.FTIFT. PROJECTION E = AF/AG = %43%3.67 4 m 0.3 t 0.7 - GF 1.6.(F./6..6-22. LA r7-16 4" 40" ry FRAMEWORK5, FLAT 510ED MEMBERS) 7'-O"'d MA'X. WOOD Engineering,-Inc. SUBIECF 5P/R.9L: ... :SHE7NO:-- OF_ WOOD-Engineering, Inc. SUBJECf.L5PIRAL.. 7-E-----12 OF- sm a STAIRWAY 8-5-02 S 57AIRNAY 65-82 JOB NO. e . JOB NO. 07 ILLLL BO 1- 7-// � 1- 7- 11 10040 FOOTHR ARD FOR IRON DATE 1004O FFO THBOULEVARDO FOR THE /RON DATE RANCHO CUCAMONGA, CA 91730 (9989-2087 - FAX (909) 989$106 09) DESIGNED BY ur. A RANCHO CUCAMONGA, C91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY -`. W . SHOP SHOP LATERAL LOA775• - G:B.G. /IB.G:.'" 5s==285`-"' L-A'TERAL LOA05 G.B-G: //:BG::" 5s =2.85 5EI5M/G 51 = 430 5515M/G (GONTJ 51 = 1.30 CODE.• 2010 G.B.G. /2009 I.B.G. 4,)1//14.3) AP_V5M9 MAX/MUM E.O. 5PE6TRAL G.B.G. / I.B.G. /6/3/, DEFERS TO A.S.G.E. 7, RESPONSE ACCELERATIONS EXGLUD/N6 CHAPTER 14 8 APPENDIX 1/A. 5,6 = Fo 5s = /.0(2,65)g = 2.65g 0 (114.1) MAPPED ACCELERATION PARAMETERS SMr = F` Sr = /.50(/.30)g = 195g 5s (0.2 5EC V = 265 OR 20 (F/6. 22-U ` s1 re GOEFF1c1ENr BASED Lmnv 5/FL GLA55 51 (10 SEG.) = /305; OR 10 (F/6. 22-2) N/A FOR 5/MPL /F/ED PROCEDURE WOR5r CA 5E FOR M05T OF CALIFORNIA 5J (/14.4) OE516N 5PE6TRAL RESPONSE ACCELERA rION5 8 UNI TED 5 rATE5. (BUT 5s NEED NOT 5,5 = 213 5Ms = 213(265)g = 190g EXCEED 1.5 PER !2.6.1.3 ANAL )'TICAL OR _� MAX PER r?.r4.e.r AND 12.14.6.1 51MPL1FIE9 FOR REGULAR 5Ps = (2/3Wa5s = (213VI47.5) 5 FRYC TURE L E55 THAN 5 5 TORIES = 140 N15/MPL IF1EO DE5/6N I r < 0.5sV 5oi = 213 5Mr = 2130175)g 2J (114.2) 51 TE GLA55 = 130g (N/A FOR 51MPL /FIED) 517-5 GLA55 = D (DEFAUL r N/O 50/L5 REPORT UNLESS E OR F /5 REOD 6.) (114.5 8 A4.6) OE5I6N RESPONSE 5PE6 rRUM ANO MGE BY BLDG. DEPT) RESPONSE 5PEG rRUM NOT REQU/RED FOR 12.6 EQUIVALENT LATERAL FORGE 3.) (114.3) 51 rE GOEFFIGIENT /FOR 5/TE:GL'A55 DV PROCEDURE. (WA FOR 5/MPL/FIE21 5s -� 1_25.: Fo = ICS (TABLE l/.-4-1) 7J (/I5./l IMPORTANCE FAG TOR / OR / = LO FOR OCCl/PANC Y GA M(50RY / OR Fa = /.40 N/5/MPL/F/ED DE516N PER /2. l4 TABLE /-1 TYP. OFFICE, HOUSE, ETC. ASSEMBLY < 300 OCCUP. 15 HOOL 51 > 0.50 .: Fv = (TABLE /14-2) �(N/A �AL rH GARS 50 FOR 5IMPL IF1ED) NO HAZMA T SEE TABLE 115-/ FOR ALL OCCUPANCIES WOOD Engineering, Inc. suB1ECF 5P/RAL SHEUNO. 13 OF_ WOOD Engineering, Ine. suaiEa 5P/RAL SNEETNO. 1/ OF_ S��STA/RWA YJOBND. 85-82 5 TAIRNA YJOB 85-82 4 � NO. C1-n &R eA&VDmV+ / C.7 W -ft bb,-AAftD&Ibn /-7-// FOR THE IRON 10040 FOOTHILL BOULEVARD FOR THE /ROH DATE loom Foos-IILL BouIFVARo D�� 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 LATERAL LOADS G.B.G. / I.B.G.: 5s = 285 LATERAL LOA05 G.B.G. / 1.3.6.: 55 = 285 5E15MIG 51 _ /.30 5E15M/G 51 _ /.330 8,) (//.6) 5EI5M1C DESIGN CATEGORY (50 C,) /0 (L2.2.1) 57RU67URAL SYSTEM.• 51 = 1.30g -> 0.75 .: 50. C. = E (WA FOR 51MPLIFIEDV LIGHT FRAMED WALL5 5HEATHEO W/TH {HOOD 5TRUC7Z/RAL PANEL 5. 505 = 1. log � o sog a OCCUPANCY CATEGORY = 1I .: S.D.C. = D R = 6 1/2 OR .(10=3-I/2=21/2 N/A 5os = /. 40,1 0.50 .: S.D.G. ' = D FOR SIMPL 1FIE0 BUT 51 _ /.30g > 0.75g .: 5.,P. C, = E (WA FOR /2J (12.2.3./) COMB/NAT/ON OF LIGHT FRAMED WALL5 51MPLIFIE19) WHEN U5ED !N/TH 5P(RAL 57AIR 5oi = 136?g , 020g $ (ORDINARY MOMENT FRAME) OGGUPANC)'CATEGORY = 11 .: 5. D. G. = O (WA FOR R = 3 1/2 < 6 1/2 511-fPLIFIED) (Zo = 20D-WA BUT 51 = 1.30g > 0.75g .: 5.D.C, = E (N/A FOR 51MFL/FIE49) 13% (122.5.7) 5TEEL ORD/NARY MOMENT FRAME 15 PERM/TTEO IN L IGHT FRAME UP TO 35 FT. CONCLUSION.- S.D.G. = E /4J (1232./) FOR TYPICAL SPIRAL 57A/R5, NO HORIZONTAL OR /RRE6ULARITlE5 PER TABLE 12.3-1 S.D.G. = D FOR 51MPL1FIED. lo.: NO 7'OR510NAL IRREGULARITY. 9J 0/.6.0 FOR S.D.G. = E OR F, 5TR41157VRE SHALL NOT BE lb.: NO EXTREME TOR5/ONAL IRREGULARITY. LCCA TED.WHERE THERE 15 A KNOWN POTENTIAL L. 2: NO RE-ENTRANT CORNERS.... FOR AN AG r/ VE FAUL T TO CA05E RUP77/RE OF 3.: NO DIAPHRAGM D/5GONT/NUI IE5 THE GROUND SURFACE AT THE 5TRUG7URE. > 50 fi5 OF AREA. (N/A FOR 5/MPLIF/ED)� 4.: NO OUT OF PLAN OFFSETS. 5: NO NON-PARALLEL SHEAR WALL5 WITH MAJOR AX15. l0.) (L14. l) 51m-L 1F/ED DE5/GM 15 NOT APPLICABLE 5•) 8 6J ARE NOT 5AT15FIED. WOOD-Engineering, ITC. ,,i suB,ECi--S P_lR'A.'L...._.... ---.SHEET-NO:, 15 OF_ .. WOOD-Engineer'ingi'lnc. S--.5f SHEETNO. /b OF-- 5TA/RWAY 85-82 s 1� 5TA/R{NAY 85-82 CMsnropY&R-Lbh N8.1ft C� JOB No. I-7-I1 CL•m_.w&Rl.*.Vd8tdLV�n JOB ND. wn THE IRON 10040 FOOTHILL BOULEVARD FOR THE IRON DATE 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGAt 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 LA-TERAL LOA05 G:B:G: /7.B.G : Ss _ 2.85 LATERAL LOA'D5 • C:B:G: / LB.`G:: Ss = 285 5EI5MIC 51 _ /.30 5E15M16 51 = /.30 15) (L232-2))270R TYPICAL 5P/RAL 5TAIR, NO VERTICAL 20.) (1242.3/ SEISMIC LOAD COMBINAT10N5 IRREGULAR/TIES PER TABLE 12.3-2. ALLOWABLE STRESS OE5/GN 1o. 8 /b.: NO SOFT STORY. 5. (1.0 + 0.145D5)D r H r F + c?. IP QE 2.: NO WEIGHT MA 55 1RREGULARI7Y 6. (10 + O.IOSSoS)D + H + F + 0.525P QE 3.: NO VERT/GAL GEOMETR1G IRREGULARITY 4.: NO VERTICAL IN-PLANE 015CONTINUlT1E5. + 0.75L + 0.75(Lr OR 5 OR RV 5o. e 56.: NO WEAK STORY OR B. (0.6 - 0.145D5)D + c?. 7)0 QE r H EXTREME WEAK STORY. l6✓ (1234.1) REDUNDANCY, RHO 20 (124.23V 5E/5MIC LOAD COMBINAT10N5 ALLOWABLE 5TRE55 12E516N EVALUATION RHO = 10 (NON -BUIL DING 5 TRUG 7URE COMBO 5. (lO + 0.145D5)D + H + F + O. 7p a-- ENOT NOT51M/LAR TO BUILDINGV _ NOT A GON5I0ERA7'10N u NO FLUID FOR LATERAL OE516N, I PRE550RE5. BUT D /5 USED FOR /7,) (12.4.2) 5E15M/G LOAD EFFECT E = Eh + Ev FOR COMBO 5 B 6. v��r LA=TERA-"EAR NPR SUTRA BU I LD �5J (�LA3cor�'s'� e520;r. E = Eh - Ev FOR COMBO B. GONGL-U�51j0N.• r-% '1 18.) (124.2./) HORIZONTAL SE15M/C LOAD EFFEGT5 + QT4 x V, Cl. 7p2.- Eh = p QE = I.OV OR IOFP FOR 1J� L�� 180 * 70QE I9.) (12.42-) VERT/GAL 5E15M1C LOAD EFFECT DATE B Ev = 0.25050 = 0.2(1.33)0 = 02660 WOOD Engitleeling, Inc. SUaIECT 5PlRAL SHEETNO. /7 OF_ WOOD Engtneering, Inc. sualECr 5P/RAL SHEErNo. /8 OF - 5 TA/RWA Y 5 TA/RNA Y 51>r � e JOB NO. 65-62 S � e - JOB NO. BS -6Z Cbmx & D-01 dBu$bYVDjP7 10040 FOOTHILL BOULEVARD FOR THE IRON DATE 1OD40 FOOTHILL BOULEVARD FOR THE IRON DATE RANCHO CUCAMONGA, CA 91730 RANCHO CUCAMONGA, CA 91730 (909)989-2087 - FAX (909) 989-8106 SHOP DESIGNED By -T� W . (909) 989-2087 - FAX(909)98"106 5HOP DESIGNED BY W. LATERAL LOA°5 G.B.G. / I.B.G.: 55 = 2.85 SEISMIC Si = 1.30 21) //2.42.3) 5E/5MIC LOAD COMB/NAT/0N5 (CONT) ALLOWABLE 57RE55 ,9E5/6N EVALUATION (CONT) COMBO 6. (1.0 * 0.105505/0 * H * F +0.5 ,0O.7EE COMBO 5. *0.75(Lr-OR5ORR) FOR EXTERIOR 57A/R Lr; $ R ARE LE55 CRITICAL THAN 0.75L OR 0.755 (0.755 GR/TICAL W SNOW FOR 5E/5MIC) (1.0 * 0./050.33))0 * 0.525111 o)oE * 0.755 /. /40 * 0.5250E * 0.755 5EE COMBO 5. -1 COMBO 6. (0.6 - O. /4505), + 6? 7,0 OE + H (O.6 - O. /4(1.33))0 + 0.7(/.0)CE 0.4/0 * 0.700E L 55 GR/T/GAL THAN COMBO 5. FOR: COMBO 5., 6., 8 6. 5 8 6. ARE CRITICAL. L155 Va45E DE5/4:N = 0.70E N/ L 00 (COMBO 5) A.5.0. OR Vs a-_vrs+a9. = 0.5250e 'PV 040 -+ 0.755 .(COMBO `6.) WOODIE 'ee ." - Inc...suaiEcT soman - -SHEEI No....I•v...oF-_ rTrng, STA IRA" 65-62 TiGb106mrpy JOB NO. 10040 FOOTHILL BOULEVARDFOB THE IRON DATE RANCHO CUCAMONGA. CA 91730 SHOP (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY LA-TERALF� LOA975 5E/5M/G 5 = 1.30 25) (a 72) EFFEG 7-1 VE 5E15M/G WEIGHT t1h) W = D * 0.25 STORAGE * /O P.5.F. PART/T/ON * 50U/PMENT * 0205 WHERE 5,) 30 P.5. F. WHERE 20 F..5. F. /5 115EO FOR VERTICAL LOAL75 COMBO 5. W = / l6° COMBO 6. W = 1. /40 + O. 755 26) ('12.73) 57 -RUC 7Z/RAL MODEL INC,. FOR L16HT FRAME STAIRS WITH FLEX/BLE COLUMN, STIFFNESS AND 015TRl34/TION OF FORGE5 NIL NOT BE CON5/0ERE,. :1 LATERAL LOADS G.B.G. / 1.B.G.: 55 = 2.65 5515MIC 5 = 1.30 22) (/24.3) 5E15M/6 LOAD EFFEG T INGLUD/N6 OVER5TREN67'HFACTOR. NOT APPLICABLE FOR L I6HT FRAME. SEE /2. /0.2.1 23) (L25) L7/REG I/ON OF LOAD/NG (12.52) 5E15M1C DE5/6N CA7-E60RY B 2 ORTHAC70NAL 0/REGT/ON5 NEGLECT INTERACTION. 5AME A5 B 4VNLE55 TYPE 5 HORIZONTAL IRREGULAR/TY PER TABLE /2.3-/ NO IRRE6ULARI rY .: SAME A5 B. (/2.5.4) 512.C. D, E, $ F FOR 5PIRAL 5TA/R5 /NTER5ECTIN6 GOLUMN5 OR 5HEARWALL5 FROM 2 D/REG 7/ON5 ARE NOT GR/T/GAL FOR COMB/NEO LOAD/N6. GONGLU5/0N: DE5/6N FOR 505M/G LOAD FROM 2 ORTHA60NAL AX15E5. TYPE 5 HORIZONTAL /RRE&ULARlTY NOT PERM/TTED. 24) (12.6) ANAL Y5/5 -PROCEDURE FOR S.D.C., OGCUPANGY CATEGORY / 4' L I6HT FRAMED NOT EXGEE,/N6 3 '5 TOR/E5. U5E EOU/.VALENT LATERAL' FORGE PROCEDURE PER'TABLE WOOD-Engfneerin&-Me. suaJECP :5)FIRAL. ... -SHEET NO.- 20_OF_ 57-A/RWAY 65-82 /261s6arpy JOB NO. Cmvrwr�ARasi%vnm/Bvffi9 L>acg� 10040 FOOTHILL BOULEVARDRANCHO CUMONGA. CA 91730 Foe THE IRON DATE (909) 989-2087- FAX (909) 989-8106 5HOP DESIGNED BY LATERAL . LOAD5i 59-"=_2.'8'5= 51=1.30 27)11/26) EQU/VALENT LATERAL FORGE PROCEDURE R = 3.5 (TABLE 122-1, G.4) OU 7- U5E R = 3.0 PER A.L5.C. 5PEG. A/l IE _ lO (TABLE 1I5-0 OGGUPANG)' 45A7-E60RY l OR 1/ (1262.0 BU/LOIN6 PER/OD (/28.2) 7= Ta = Gt (hn) X Gt = 0.028 (TABLE 1-2.,9-.V 7'= 0.028(36% 0.8 X = 0.60 = 0.026(/5/9) hn = 30' MAX. 11L28.1.3) = 0.43 <'0.5,f (MIDDLE OF < 5 STORIES MA55 AT Ss = 1.509 3-57ORY) 55 - 1.509 s, 4309 1 J (/221) r 5EE 8 = 5/TE CLA55 D (5EE 2)) 55 > 1.25 .: Fa = 40 50.50 Fv=1.5 5M5 = Fa 55 = /O x 4509 = 4509 5mi Fv51=45x1.308=4-75g soy = 2/3 5m, = 213(450g) = /Og 5oi = 2/3 5Mi = 2/30115g) = 430g WOOD Engineering, Inc suBJEa 5PIRAL SNEErNO.21 OF_ WOOD Engineering, IMC. SUaIECr 5P/RAL SHEErNO. 22 OF - S 5 TA/RWA Y JOB NO. 85-82 5 TA/RWA Y 85-82 nbb.?#&.my I-7-// a ueouiFVA�ao JOB NO. FaB THE/ROH FOR THE/ROH 10040 FOOTHILL THILLLBO ACRD RANCHO CUCAMONGA. CA 91730 DATE loom Fooe niRa RANCHO CUCAMONGA• CA 91730 DATE 5HOP SHOP (909) 989-2087 - FAX (909) 989$106 DESIGNED BY -T- W (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY -T- . W. LATERAL LOADS G.B-C. / 1B.G.: 55 = 2.85 LATERAL LOADS G.B.G. / 55 = 2.65 505MIC err S ^ 150 rALULAMD SEE SELOJY --- 51 = /-30 6E15M/G �r rs u tcct a rev � 51 = 1.30 27,) (/28) EOU/✓ALENT LATERAL FORGE PROCEDURE (CONT) 28.) /L2.6.3) VERTICAL DISTRIBUTION OF 505MIG FORGES VaA5E = G5 W T = 0-43 < 0.50 15EE 27,)) G5 = 505 / (R / /E) K = 40 Gs = LO /(3.0 / /.0) = 0.333 hx = 30; V = VaA5EOE5J6N Wr = Wx = W/3 Fx=CvxV OR hx = 30' CRITICAL G5 MAx, = 5vi / T(R / lE) k = 1.30 / (0.43(3.0 / /O)) !Nx hx 30W 30W Gvx = _ _ = 0.56 _ /008 (/28.13) k 6W + /8W + 30W 54W � Wi hr OR r=I Gvx = 0-56 CS MIN = 0.0/ `y Fx = 056 VaASE OR = O56(3fN x 0.23-3) 30' Gs MN = 0.5 51 / (R / la) = 05(! 30)/(3.0//0) = 0.217 G5 = 0.333 OR VaAse = Gs W = 0.33.3W {-y PER -20 (/2.4.3) A -5.D- OE516N EVALUATION Fx = 0.56 ✓aASE FOR BAS/C COMBINATIONS = 0.56(3W x 0.175) le' ✓ease = OE _. 0.333W. = 0.294W U5E.- COMBO 5. 05E. COMBO 5• VBASE OE5 6N = 0.710-333?V + 00 4: S.D: = 0233W + %/6D• Fx = Vx = 0.39/W W OR OR COMBO'6: Va45e:0E5r6N = 0. 5-2-510.'333H) L140 + 0.755` " COMBO 6. ' = 0.175/N + /.140 + 0.. 755 Fx = 0.294W 3W WOOD-EngineeringjInc. SuaIECrV 0RAL-•-:-- :..SHEEFNO:. 23 OF•_ WOOD Engineering, IBC. SUBIECi-..5f/RAL SHEET -NO.. 24 OF.. - STAIRWAY' s n„2Ev ® JOB NO. 85-82 sb- a&v.-.o 5TA'/RWAY JOB NO. 85-82 r�zarye�oy C."_W&R.. B7Wl0.0WO &P R624E� W c- FOB THE IRON FOR THE IRON 10040 FOOTHILL BOULEVARD 1 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 W . SHOP SHOP LA-TERAL LOA"D-5° G"B. G: /'CBG.; 5.i" 265 "' ' LATERAL LOAD5' G.B.G:` f l-B'G'- � 5s '' :.2. 5'" 5E15M/G � rs �aLAMP � 5r = 1.30 505MIG Wr rs CALucAreO =� 51 = /.30 29-) (/2.6.4) HORIZONTAL SHEAR 0l5TRlBUT/ON Vx = Fr F3 = 0-39/ Wx SUMMARY.- A.5.0. r = / OR 0.39/ WP /. /E = /0 8 OCCUPANC Y GA TE60RY / OR Vx = 0.59/ WP GR/T/GAL ® 3RD LEVEL 2 Ss = 4509 , 5, = 1309 (BUT GOOD FOR Ss = 2.85 DUE TO G5 BA5ED UPON MAX- 5s FOR T < 0.55) USE.• SAME AS 25,) 3 SITE 6LA55 D 30✓ LOAD COMB/NAT/ON 56/MMARY 4. 5vs = /009 , 50r = 1.309 U5E: COMBO 5. l -v CM r 5 5515M/G DE5/6N CATEGORY.- E FvEsr6N = O.39I1'V + 41,130 6. 5EI5M16 FORGE-RE5I5TING SYSTEM: OR ORO/NARY MOMENT FRAME COMBO 6. w Ops 7. DE5/GN=BA_ SE SNEARR• _3FOE5r6N 0.294W 1./4D O. 755 3T2 9/W g r f V'K.O 30�.3 �A�R. 41 3. BEitPINI ONc -55MG RE lET'=yc'ENrpp 0.3.3 3 RE5P55WEOr,41FAOVOR: R 3O N^/ FOR CONS ((Tjl "NLENT ATERAL FORGE 10. ANALY5/5PO DATE WOOD EngineerW& Inc. SUBJECT 5P/RAL SNEETNO. 25 OF_ WOOD Engineering, Inc. sUBJEa 5P/RAL SHEET ND. 26 OF S �sTA/RNAY 30" JOB No. 6S -6Z vv S]24 5 rA/RWA Y 65-62 yy Lbmimro'N6Bec6b¢alBWf6pt]ssbn FOX THE IRON // 1-7- 4&-w O.rmwo�6Rm6brENBuFbgCks$yr SHOP JOB NO. /- 7-H 10040 FOOTHILL BOULEVARDTHE FOR IRON D`TE 10040 FOOTHILL BOULEVARD FOR THE IRON DATE RANCHO CUCAMONGA, CA 91730 (909) 989-2087 FAX (909) 989-8106 SHOP DESIGNED BY -=-1 W RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 SHOP DESIGNED BY UJ. TREAD DE5/6N TREAD DE5/6N (//00 P.5.PJ /00 P.5.F. L.L. 5'-0" D/AM. TO 7 -O" OIAM. SAMPLE (5ALL: R = 2=6" TREAD SAMPLE GALL: a = 5/1V(0/2)R = 5/N /5°R = 0.259R = 7.75" X ("v 1124 a=5/N2xR X /4.30 R-1=30"-/=29" R -/-X nN) 17.76 BA5E 21.73 2 25.69 MWIF. (7N. -Lai 3,641 4,66/ A=[(3+2a)/2!rR-lJ=(15+aOR-U=26850./N. nl - / 9,966 R-1.5 nN" 26.5 3150 Pc«/F. _ (L + 12WI44 = 000 + /0)268/144 = 205# 0 40.50 G /50 u1 150 150 - -- 4,275 4,725 5/75 .5,625: 6,075 ' 300 300 300# /gp-'Oo# # X = (3(R - U2/2 + 420 - 3)(R - 02/61/A -= (3(30 - V-212 + (2(7.75) - 3)(30 - /)2/61/268 _ ('1,261 + /,752)1/268 = 3,0/3/268 = 11.24" 60L ¢ 205(30 - / - 11.24) 300# = 3,64/ /N. -LB. 29" /" --,75# R-15= 30-15=28.5" R = 30" Mcow _ (Pc w12)(R - /.5) _ /50(28.0) = 4,275 IN 60V. A =((3+/5.5)/2129= 268 50. IN. Punlf = 50.P.5.F.(268/144) = 93# 50M=NI W'.3A5E `-- -3(29) - 272" + /2.5(29)2/6 = 268X X = (/262' + 1752) / 266 - //.24" Munlf '= 93(29 - /1.24) = 1,65/"# Mconc. _ (300#12)(26.5) = 4,275.."#-- 60V. LOAD 5HAR/N6BY'(2) TREADS. GONNEC.TED AT. EDCE.IN/TH BALLUSTER (5P/NDLE) WOOD.eEngrneernig;-Inc. SUBIELZ->�P/RiaC_.. ___SHEETWO:. 2Z -OF_ 6'-0"0 STAIRPVAY 65-62 .r2b2sbimpy . 30" JOBNo. 36" 39" /-7-// 1mw F66-64LLG BOULEVARD FOX THE IRON DATE RANCHO CUCAMONGA. CA 91730 989-2087 SHOP /0.66 (909) - FAX (909) 989-8106 29 DESIGNED BY TREA'0=DE5/6N+'(/OO-'P 36 41 A /so. /N.) I WOOD^En�liCe ingy LIC: 5'-O" O 5-6",P 6'-0"0 6'-6" m V-0" O R 30" 33" 36" 39" 42" a aw 7.75 6.55 9.32 /010 /0.66 R -I nru 29 32 35 36 41 A /so. /N.) 266 322 379 441 506 PWIF. aw 205 2.46 290 337 366 X ("v 1124 1224 /327 /4.30 /5.3/ R -/-X nN) 17.76 /9.76 21.73 23.70 25.69 MWIF. (7N. -Lai 3,641 4,66/ 6,302 7,967 9,966 R-1.5 nN" 26.5 3150 34.50 37.50 40.50 Pcow/2 aa.,, /50 150 150 150 /50 MCOAC.OX-Lai 4,275 4,725 5/75 .5,625: 6,075 VaBJamooM/NJ 300 300 300 337 366 I WOOD^En�liCe ingy LIC: sue�Ecr :SPLRAL 'SHEETNO '-28•GFr_ sm IV 57-AIRPYAY 65-62 r.b24ma>�d r2a7s �. JOB NO. cmnr�BBaaa�a� /- 7-// 10040 FOOTHILL BOULEVARD FOR THE IRON DATE RANCHO CUCAMONGA, CA 91730 (909) 989-2087 • FAX(909)98"106 SHOP DESIGNED BY TREAD DE5/6N (40-P.S:FJ 40: P. 5.F -& L:_ SAMPLE GALG: (5'-0" D/AM.) a = 5/N(B/2)R = 5/N /5 R = 0259R = 7.75" R -1=30"-1=2q" A=((3+2a)/21(R-l)= (/.5+a)(R-/)=26650./N. /0)266//44 = 93# X=(3(R-l)2/2+(2o-3)(R-V-2/61/A = 13(30 - 1) 2/2 + (2(7. 75) - 3)(30 - 0^2161126,9 = l(/,26/ + /,7521//266 = 3,0/3/266 = 1124" = 93(30 - / - /124) = 1,65/ /N. -LB. R-15= 30-15=26.5" Mccae. _ (Pcow12)(R - 15) _ /50(26.0) = 4,275 /N. -LB. -60V. WOOD Engineering, Inc. so nal 7Rb24 l5wW Cvm�AResbb�ffi'BJ� A�sV1 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 TREAD DE516N (40 P.S.F./ su81H,7 5P/RAL SHEETNO. 29 OF_ STA/RNAY 85-82 JOB NO. Foe THE IRON DATE /- 7-// 5HOP DESIGNED BY -->- W 40 P.5.F. L.L. WOOD Engineering, Inc. 5-0" d 5'-6" d 6-C) " 0 6'-6" d 7'-0" m R 30" 33" 36" 34" 42" a OAV 7.75 8.55 9.32 /0. /0 /0.490 R-1 24 32 35 30 4/ A /so iw 2649 322 379 44/ 500 PLN/F. aiv 43 /12 /32 /53 /76 X ow 11.24 /224 /3.27 /4.30 153/ R -/-X neu 17.76 19.76 21.73 23.70 25.69 MuwF am -Lau 1,65/ 2,207 2,4961 3,626 4,525 R-/.5 ow 20.5 31.50 34.50 37.50 40.50 PczAc/2 2e.1 /50 /50 150 150 /50 MWN45: oN-Lei 4,275 4,725 5,175 5,625 6,075 V/LBJ /`aa� MNJ 300 300 1 300 1 300 300 WOOD Engineering, Inc. suaiEcr SP/RAL sm aur 5 TA/RNA Y 1IIb74a-w Cambrcb! B Raa66»&dSp Clrsmn 10040 FOOTHILL BOULEVARD FOR THE IRON RANCHO CUCAMONGA, CA 91730 SHOP (909) 989-2087 - FAX (909) 989-8106 TREAD DESIGN 3" x 4" G -GROSS 5ECTlON PROPERT/E5 0 BA5/C PARAMETERS a=A'-(2r,V = 2.375" 0 u a'= A'- t = 2.075" L7 = B' - (r + (t/2) + Or (r + (t/21W Lr = 0.0 NO L /f5) v = 7rr/2 = 157r = 457,10-25V = 0.3425" t-0125" � 0.125" r = 0.25" R = 0./075" t=0.125" S.G. v = 0.3925"- X'=1535" SHEET NO.30 OF_ JOB NO. 85-82 DATE /- 7-// DESIGNED BY W l/8" 5TEEL B'= 4.000" b'=3.938" 6=3.688 " y G.G. 4R = 0./8750./075" I X'c=/473" I. 2.465" , G - 5FGT/ON (t = o.125y NOTE. - FOR EO/TING PURP05E5 FROM A.15.1. MANUAL TYPICAL LONER CA 5E LETTER N/TH BAR ABO✓E 15 REPLACED BY LONER GA5E LETTER NITH 'PRIME" 5)IMBOL /N TH/5 CAL GULAT/ON. EXAMPLE: a REPLACED NITH o' WOOD Engineering, Inc. . SUBJECT 5P/RAL... -S.EEr No.3/. OF_ .. WOOD. EngineeriW Tac. su&IEC1 5)WIRfAL . SHEET No. , .32 -OF ; 5&. aW&,;,, w 5TAIRNAY 65-62 sft-wE :m 5TA/RNAY 05-82 rrobleE-W JOB NO. r2b24&-W JOB NO. 10040 FOOTHILL BOULEVARDFOR THE IRON DATE 10040 FOOTHILL BOULEVARD FOR THE IRON DATE RANCHO CUCAMONGA, CA 91730 RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989-8106 514OP DESIGNED BY (909) 989-2087 - FAX (909) 989-8106 SHOP DESIGNED BY ----2- W TREAD=DE5I6N Ile" 5TEEL 3 " x 4 " G-GRO55 5EG TION PROPERTlE5 (CONT,) 2) CRO55 5EC TONAL AREA WA • O.O A = too + 2b + 2v + a (2c + 2v) J = 0.12-5%2.3'75 " + 2(3.600 ") + 20.31725V + OJ = 0./25(2.375" + 7.376" + 0.705" + OJ = 0. /25'(/0.536 I = /.3/7 50. /N. .) MOMENT OF INERTIA ABOUT X - AX15 0.0417o-3 + Lf(a/2) + r)1 + v((o/2) + 0.637r) Ix =-2t + 0./44r 3 + Lr/O.0633c 3 + (c/4)(a - C)2 WA a • O.O i9sves 0.04/7(2.375 3 7 = 2(0. /25) + 3660 3'(2.375'%2) + 0.25)^2 + 0.3425'%(2375'12) + 0,63710.25W-2 + 0141(0-25V-3 + 0 ooisr = 025" (0.5566 + 7.6209 + 0.7/l4 + 0.0023 + O) = 0-25"0.0q37) = 2223 TREADOE5/6N 11,13"5 r55L 3" x 4" G -GROSS 5EGTlON PROPERTlE5 (CONT,) 4.) O/5TANGE BETNEEN CENTROID AND NEB CENTERLINE X 'c = 2t/A / b((b/2) + r) + v(0.363r) + cr(v(b + 1.637r) + c(h + 2r)l / WA a • 0,0 ao"ao = 2(0.1251/13/7 / 3.6490((3.600/2) , 0.25) + 0. 341250.3630-25)) + 0 / oaade = 0.1040 " / 7. 7227 + 0.0356 + 0 / = 0.1646" / 7.750 / = 14725 B U I "ZI 0..1�5/2J__ «//"!!!lliiiii!'_']] �` ��,F-t � DEPT. �ROV E® FOR CONSTPUCTION DATE WOOD Engineering, Inc. -_ 5P/RAL SHEETNO. 33 OF_ WOOD Engineering, Inc. s,,Ea 5P/RAL SHEErNO. 34 OF - F_5TA/RWA 5 rA IRNAY 85-82 s « 5 TA/RWA Y 85-82 me No. roe No. 7-1 / THE /ROH FOR THE IRON 1 I0040 FO THLL BOULEVARDFqB DATE/- 10040 FOOTHILL BOULEVARD DATE - RANCHO CUCAMONGA, CA 91730 NG (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY W . RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY -2. W. SHOP SHOP TREAD 17E5/6SN ('CONT-) //8 " 5 MEL TREAD PE5/6N 1149" 5 MEL 3" x 4" G -GROSS 55C TION PROPERT/E5 (CONT-) 3" x 4" 6-6RO55 55C TION PROPERT/E5 (CONT-) 6.) MOMENT OF /NERT/A ABOUT Y - AX15 e.),015 rA NCE BETWEEN CENTROID AND 5HEAR CENTER 64(6/2) + r) 2 + 6 3/12 + 0.356r 3 1 Xo = -(X'a + m) • /y - 2t i + a[c(b + 2r) 2 + v(b + /637x)2 + O./49r 3J J I = Xo MEA5VREO /N NEGA T/VE DIREG TION - AX 'G 2 WA a• . 0..O - _ 4725" + /.755 J 4.9846 /.8440 SOJ6/6 = -32.28 3.688((3.688/2) + 025-)2 + (3.688) 3/121 + 0.356(0.25-) 3 + O 1 oo/S 9.)3 T. VENA NT TOR510N GON5TANT - 1.317('1.472.5,;-2 r WA a . oo 0.94/ J=t3/3[a+26+2v+ -42-< +2v)1 = 025" 4/6./7/3 + 4.180/ + 0.0056 + OJ - 2855 = 0 L253/3 [2.5 75 + 2(3.688) + 2(0.3925) + OJ = 0.25" 220.357) - 2.855 = 0.0020/3 [2.375 + 7.3760 + 0.7850 + OJ = 5.0892 - 2.855 = 2234 = 0.00065/00.53601 = 0.00686 7-) O/57-A1VGE BET{NEEN SHEAR CENTER ANO N'EB CENTERL INE AWAa e0.0 rr La'3 b +a'2b'+ acOc'2+12aG'+6a'2) WA 8.2656'. 56()2"186(93765:9-)382 [(21653J y+ O = 3.:938" 9T650/ _.3.938"[0.4451 = /755" - -WOOD -Eng 5P/R 4L _ SUBJEa- - -.SHEETNO- 55 _ 35. .. WOOD-Engin nn�j' ee Inc:° SUBJEa'• 5PIRAL 36-, SHEEENO._OFn_ STA/RWAY 65-82 $OL "•m 5TAIRINAY 85-82. JOB NO. 1024&- n� bllg�ry JOB N0.. ComsoVb/lara4mdBrd&q(Msy� /- 7-// Cmmmce/BHaeibit®'B� ffip�sq� /-7-11 Fon THE IRON FOB THE IRON 10010 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) 989-8106 DESIGNED BY �' . (12 . SHOP SHOP 7 A9-VE5/GN-' 1/8 " 57 EEL 7 READ; DE5167V ' l/B" STEEL 3" x 4",5 -&R055 5EGT/ON PROPER TIE5 (CONT-) 3" x 4" G -GROSS 5E6TION PROPERTIE5 ('CONT) /0.) WARPING 60N57 -ANT /0 PARAMETER 9 ry 24'36' + 3a'?b'? WA Q ` 0O tX'c a' 3 + tX 'c 3a 48c'"4+//26'3+80'3 L2 Gry - 12 + 484 YJ G ' 2 + 120' 2G ' 2 9.7697 r 0./25(1.4 73,)(-2.,;7 5)"3 + 0. /25(/.473) "3(287511 L J 3- a24a�5 2 WA a -9.0 __ _ 4.3755 + 1./486 ] 12 29.7637 2(2675) ^3t'3. q36.) + _ - [0.3646 + //486-) _ -1513/ 6.2656 /53076 3(2.875) 2(3.938)1 + 0 2.875 2(3.938)1(0.125) 6.2656 /9.5076 - 12 6.2696 12-) PARAMETER /B v 6(2.875) 2(3.938) +(2.875+0%3-0 /6F <t/2[(b'-X'c,)4- X'c-4J + to' -214[(b' - X'c) 2 - X'c2J = 16.0227 j •/87.1627 +.384.5449 + 0 1 27660 = 0. /25/2[(3.938 - / 473)"4 - /.473 4J /2 j` 1q-5.3002,,.25.7637 - O 1 + 0.125(2675) 2/4[(3.938 - 1473) 2 - /.473 21 6.2656 246 -70 5747076 = 0.0625[36.92/ - 4. 7001* 02583[6.076 - 2/701 _ /3352 0.0625[322/41 + 02583[3.9061 = 20/3 + 1.009 = 3.022 _ /3352 /26098/ = 3.4b4 WOOD Engineering, Inc. 'su8j_ 5P/RAL SNEETNO.•37 OF_ WOOD EngineeritW� I=. SUBJECT 5FIRAL SHEETNO. 3e OF_ aero STA IRNA Y 65-62 s � STA/RINAY 85-82 41&I-Ty JOB No. 4� JOS NO. C.711—W&R-d-.W&A9vD-jW /- 7-// Cbm-.&&R '&t VD-AM 1-7-H FOR THE IRON FOR THE IRON 100.0 FOOTHILL BOULEVARD DATE 10040 FOOTHILL BOULEVARD DATE (9� 9 H90 �CAMFON( (9A9G498 -8 06 DESIGNED BY —� (.U. RANCHO C7 _ FA (9 CA 91730 (904) 989-2087 - FAX (909) 989-8106 DESIGNED BY —`�. W. SHOP SHOP TREAD 05516N I/8" 5TEEL TREAD 0E5/6N //8" 5TEEL 3" x 4" C-GROSS 556 TION PROPERT/E5 (CONT-) 3,, x 4"c -&Ro5 5EGT/ON PROPERT/E5 ('CONT,) 13-) PARAMETER R i 6RO55 5EG7'1ON PROPERT/E5 5VMM4RY (//6" 5TEEL) A = 1.317 50. /N. a = 0.0 (NO L IPS) = Or /2c 2(b' - X ":;)^3 + (2/3)t(b' - Ix = Z223 /N. "4 - 0 Sx = 2223/(3.00/2) = 1.46 /N. 3 14,) PARAMETER USO /N OETERM/NA TION rx =2223/1.3/7 = 1.30 OF ELASTIC CRITICAL MOMENT y J = 11(21y)(,8w+ 6F +6i ) -Xo "4 = 1/(22.234)) 15/3/ + 3.022 + O) - (-3226) 1.y = 2.234 /N. _ //4.466 (1.5069) + 3.226 0.2236(1.5089) + 3226 Sy roF = 223 I I _ 0 35 X -- X 0 = IN. N.- = /.46 3 = 0.3377 + 3226 = 3.566 R = 0.1675" n1. 5yaorrew = 2234/2.465 = 0.9/ /N. 3 I 3.666 " /473" n7 = 2234/1.3/7 _ -/.'30 XO = 3.226"' 2.465" 1535" J = 0.00666 TOP FOR y-y y Cry = 3:484 J = 3.566 4.000" t = 0.125" WOOD-Engineeriag;'Ine. sua�Eery SP/RA.L.. sNEErNm-.39:oF_._ _ "WOOD`Enoneeringjlnc.' sueeECr...SP/.RAL. -sNEErNo: oF_• SmcruWMb2, STA/RWAY JOB No. 65-62 Sm r w& r-9 S'TA/RWA*)' JOB NO. 65-62 manes /-7-// �.mR�a.aam /-7-/l FOR THE IRON FOR THE IRON 10040 FOOTiILL.BOULEVARD DATE 10040 FOOTHILL BOULEVARD DATE (909) 989-2087 FAX (909 989-8106 CHO CUC4�MONGA. CA 91730 DESIGNED BY —`�� W . RANCHO CUCAMFAX (9 ) 9 91730 (909) 989-2087 FAX (909) 989-8106 DESIGNED BY —`_� W . 5HOP SHOP TREA"D'OE5I6N' 57EEL" 7-REAO.0E5/6N 5`7EE1-' A. GENERAL PROV15101%15 B. ELEMENTS (IORTH AMERICAN 5PECIFICAVON FOR THE OE5/6N OF B.I./ (a)(3) ry/t rwx. = 60 FOR VN5T/FFENE0 ELEMENT COLD-FORMED 57EEL 5TRUC TURAL MEMBER5, 2007 EOI T/ON) ry/t > 30 N'/LL 61 VE NOTICEABLE DEFORMATION A.12 A.5.D. APPENDIX A FOR U.5.A. AT FULL OE516N 5TRENGTH Rn = NOMINAL 5TRENGTH = 5TREN5771-1 RE515TANCE BI 2 MAX. 1NE3/DEP7-H/RATIO TH/CKNE55 h/t PER CHAP7ER5 B TO 6 + APPENDIX A. h/t mAx. = 200 A.5.0. = ALLOWABLE 57-RENG TH = RW D Rn = FORGE OR MOMENT (l = 200 FOR MEMBERS B2./ N/A (P J (M J 2 = 250 FOR CONNEC T/0N5 B22 N/A NOMINAL LOA515 = CODE LOA05 (42.5.6., 1.5.6., A.5.6.E. 7 ETC-) 323 WA A3 LOADS 8 COMS/NAT/ONS PER COVE (C.B.C., LBC.) A4.1./ As.O A(.'M1�NAL 5rn�v5TH B2' B3I Nl1 -i OF LA QUINTA BUILDING S 0) _�—Fs. B3 UN5T/F ED E EMEI�T�p5TR. �5.p iR D/ENT R t Rn,fl A� rf5�R�'�'��( = ALLOWABLE OE5/GN 5TRENGTH ) STR KITy �/N+AT/ONRWD IIJJP 4 7 UCTION A5 N/A L.R.F.D. 2) f IN COMP E5510 8 f, IN TEN5/0N. DATE r A6 L.S.D. N/A A7-2 COLO FORM INCREASE IGNORE (CONSERVATIVE) WOOD Enoncering, Inc. su_ 5P/RAL sHEETNO.`1 OF_ WOOD i11c. suaga 5P/RAL SHEETNO. 42 CF- F_ a 5TA/RWAY 5 85-62 57-A/RWAY 85-82 dE ca,.,.sddeamima�a[>m JOB NO. /-7-H d&w.-v cm.,rrck/exask6v,�e aa�o Joe No. /-7-H FOR .THE /RON FOR THE /RON 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 OM 98'7-2087 - FAX (909) 989-8106 DESIGNED BY W. SHOP SHOP TREAD ,PE51GN //6"STEEL TREAD DE5/6N //B" 5TEEL B. ELEMENTS (CONT..) 332 / 52. / (a) (CONT) 53.2 /0J/2J (CONT) b=w WHENA X0.673// P I O b= RHO w WHEN A ) 0.673 (I + Y�J 'r'MM/CRICK TO 5YMM f = Fc ETR/GALAVHERE Fc 15 AXlS i = Fu DETERMINED BY Fe 2.750" 0.12-5 P2 / frl (AB-SOLUTE VALUE) I CON5/0ER 12 = O /GO(5ERVAr/vF-) /F Fe c 0.56 Fy 3.000" .: P=/0/fr/ =0 F =Fe K=0.57+OZ/Y'+0.07P2 S)MMETR/GAL AXlS K = 0.57 (a.) Fe = GsCA l + Gs J2 + ro 2(Qt/UBxJ ] Tr 2 E (t/rv)2 a 2= (0.3oJ 2 1 LJ L /2(1 - fl 2) = 0.09 NSERV. O.K. 4A 1.317 3 50.1N 3 /4� 2 (2956) = 0.43 (O. /25/3.6881 1 i /2(/ - 0.04) hex = (7T 2 EJ/((/KxLx)1'xJ 2J �-- ansc-o 0-0v 70• oiw % 2(29E6JJ(((2/ x 42)/130) -2J F., _ /2,434= 2-NA. f2 GrF=0.60.4(O/M2J=0.6 _ FIND f Ri, 051 = 56 = 0.4/ IN. 3 G3/./ �v -ro = rx?.+ ry 2. + Xo 2 (a,) PROCEDURE / W 141.30,)-2 f = Fy ='36000 P5.1. U�1 _ -,1130,)'12 + (3-22e,)-.2 = 3.7/ fr (W'PRO6EOURE. // N/A t = 0.125 " 55E PREVIOU5 5HEET5..F0R VARIOL15 6RO55 5EG rION PROPERrIE5. WOOD"E.ngineem>»gAne. suBlEa._5PIRAL- ..sHEEPNO:..43..-OF_ .:. . W00 Erigineeriag:-Ihc. suBJEa.SPIR.A. L -SHEETNO: 44 OF-_ Shur*2jf �usmp 5TA/R{NAY 5TA/R1NA'Y BS-61 TLb,laEmyy !OB N0. i�7dE yy JOB NO. BO /- 7-// �B o /-7-// FOR THE /RON FOR THE IRON 10040 FOOB THRILL ARDDATE 100AO rOO� TH ULEV DATE RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY �" . GU. RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY -`_. W. SHOP _ SHOP ;., 7READ-DE5JGN_ //B." 57EEL-.. .,. TREA... L2E5JGN.. B3.2 / B2 / (a.) (CONT.) B32 / B2. / (a) (CONT.) 63./2/ (CON r/ 63.42/ (CONT) I 9r 2 E 6w 0-t = A ro 2 C7(-/)+ (Kt LO^2 Fe = 50,193 r 2.78(36,000) � 0.56(36,000) G=/13E6 Kt = 2.1 Fc = (/O/9JFyl1 - ((10Fy)/(36FaJJJ Lt L= 42 ��--- !3.15£0 LOi2N 7-0' D/AN. = (l0/4)(36,000)[1 - ((l0 x 36,K5.1A(36 x 50.14 K.5.t./)J = 40,000(/ - 0201 / 13.14,)^2(2q56.)3 = 40,000(0.80) .464 0-t - 4-617t13.70'2 [l/.356(0.00666) + (2 / x 42)"2 ] Fc = 32,030 < 36,000 (IFyJ l 32030 P.5./. [775le-7qqbEb /8.12 7779 = 0.05.X775/6 + 126,0371 l/,306 [3.566 + (3.7/1 2(//,306/62,1/6)] _ -144,629 L 3.566 _ -/44,624(3.566 - 3.90/1 _ -/44,629[ 0.335) Fe = 50,/43 WOOD T':Hgtteering, Inc. sft.y.W.vh-'v lBb7l Fmryy 10040 FOOTHILLHILBBOULEVARDFOp RANCHO CUCAMONGA, CA 91730 (909) 989.2087 - FAX (909) 989-8106 suBJEcr 5P/RAL 5TAIRNA Y85-62 SNEErNO. 45 OF_ JOB NO. DATE /- DESIGNED BY ---=>. W . WOOD FnidnCCPing, L1C. sa .i +� M624&Ayp, 100400040 FOOTHILL BOULEVARD RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 suBJEcr 5P/RAL 5TAIRNA Y SHEErNO. '46 OF- JOB NO. 65-62 DATE /- 7-// DESIGNED BY --- =>. W. THE /ROM FOR THE /ROM SHOP 51-IOP TREAD OE5I61V //8" 5TEEL TREAD DE5/6N //8"STEEL 53.2 / B2. / (a) (DON T,) 332 / 3-2. / (a) (CONT) W/t = 3.688/0./25 AFTER B2/ /a) (DONT) = 29.5 < 30 .-. NO NOT/GEABLE DEFORMATION. 60 MAX. 0./59' f = Fc =32030 11 . C•G• R" A = f = 0.39" v = /.57r2qr� EFFECTIVE 5ECrION PROPERTlE5 &-AX/5) ELEMENT L X Lx Lx 2 O/ 2.02 /0/ 2.04 206 0.666 0.149r 3 = 0.0023 = 29,200 O 2.02 /0/ 2.04 2.06 0.686 3 0.39 2./73 0.65 /64 0.0023 57 0.673 .: b = RHO(ky) 04 (0.39 2./73 0.65 464 0.0023 E0. B.2-4 P = 0 --GON5ERV. 0.3/2" RHO = [l - (0- 21A,)I/A _ �/ - (0.22/l57)J/1.57 0./59" 2.173"/ /Q= lQ2 = 0.548O= (20-31L 2 3 8 O4 G.G. l01" = 0.686 /N."4 b = 0.540(3688) -- 3 I y -3 = 0.548( 0.78155" 2 " � X AFTER 32./ (aV 011 - b = 2.0-2 e` 12- 27" SO 2.375 2.270 5.39 /2.24 0.0004 720 ---- ll./7 20.04 /377 ,�Lx ///7 NOTE. 5EGTION PROPER T/E5 X = X L = 720 = l55 ARE GON5ERVATIVE BA5ED UPON K = 0.43 < 0.57 MIN. /y = [� /tf + 1x2 - X 2 L] t W/TH ]� = O (5HT 41) _ [1.377,,-20.04 - (/55) 2(720),70.125 FIND 5e = EFFEG TI VE `{ I 3686" l 5EGT/ON MODULUS _ [21.42:- 17.30,b.125 = (4.12I0125 = 0.5/5 1IN57-IFFENE0 LEG /N G01-fPRE55/01V SUMMARY.• EFFEG TI VE 5E6 TION y y AX15, l = 0.515 /N"4. ABOUT[,. AX/5 3.875" I 3 938" l = 0.149r 3' = 0.0023BOTTOM. v = 1.57r= 0.39 4.000" t = 0./25" 5b = 0.5/5/155 = 0.33 IN. 3 (DOMPRE5510N LEG) TOP.• Sr = 0.5/5/0.78 = 0.66 /N. 3 (TENS/ONj (SEE NOTE) WOOD-TSHgineeriswIne. yg4 L>rm�ooANnsibxmBuISg LMA+ 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 _w_ SPIRAL A Y SHEETNO. 47 OF_ JOB NO. 65-62 OATE /-7-II DESIGNED BY -` W . WOOD Eng4neermg; THc. 10= Lbm.rdBBaa7nodButSpAz� 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 SUBJECT 5P/.RAL STA/RWAY SHEETNO. 46.OF- JOB NO. 65-62 DATE /- 7-I/ DESIGNED BY FOR THE /ROM FOR THE IRON SHOP SHOP TREAD D6516M. l/8" 5TEEL TREAD DE5/6N //8" 5TEEL PER G3-ll f 63.12 /G3/3 f 05.44 ARE N/A) CHECK HANDRAIL TO 51/5T OVrE 300# G.L. (CONT.) CHECK / l/2" O.O. x l/6" WALL ALUMINUM OR BRA55 (CONT-) 5MALLE5T OF / = 0.049087((&"4) -,Id,-4,V Mn = 5e Fy = 0.66(36,000) = 23,760"# 5e = 5t = 0.66 OR Fy = 36,000 Mn = 5c Fc = 0.33(32,030) = /0,570"# 5e = 5b = 0.33 = 0.049087((/.5"4) - (125"4)V = 0. /29 /N. "4 Fc = 32,030 MALLwY = Mn/.lb = /0,570/1.67 ALUM/NUM 3003-H/4 (W/CIRCUMFERENTIAL WELDS) Ftv = 20.0 K.5.1 Fty= 17.0 K.5./ Fcy = 16.0 K5./. = 6,329"# .> 6,304"# loo- 6,o-oiAm.. > 6,075"# 40- 7-0' 01AM, Fsv = 12 / _ I00E6 �- SMT. ?9 MALLcrry-Axis = 6,329"# A.5.0. TEN310N i Fbt = 1/7 Fty/ny7(/7)/165 = / .05 GHEGK OEFLEG T10N J mAx.. = PL 3/3EI 26 11-2"MIN 1 _ /50/40.5) 3/3(29E6)O.5/5 40 I/2' MAX. OR Fbt = /24 Ftv/Kt nil =/24(20)//0(/95) _ 12. 72 = 0.222" < 21/360 = 0.233 O.K. D0MPRE55/0N A HIM = /50/28.5) 3/(3(29E6)O.5/SJ 42" Rb/t = 0.7 ./25 = 6.O <,20 = 0.078" <2L/360 = 0.16" 0. K. 2/ MAX. �Fc co9sERV.. = /./7 Fcy/ny = 1/7(/6)/165 = /134 K5./ OR /o.o CHECK HANDRAIL TO D/5TRIBUTE K.5./ W/O 300# GONG. LOAD FOR TOR510N REDUD T/ON ON TREAD O. 7-2-7-1010WELDS - � k OR / 720" /;566 " I � w = (300#!2)/2/" = 7. /#/" i M = 7./(202/2 = 1566 "# w CONSERV.. CONT. HAHDRA/L ® 300# Cj I �Zk BUILDING & SAFETY DEPT. COV. APPROVED HILL PRO VICE S7ME F/X/TY (r) oo# CHECK / //2" 0.0. x //b"WALL f f f FOR CON K, RUCTION ALUM/NUM OR BRA55 5 = 0.098/75((& -4) - f f f = 0.098/75((/.5 "4) - (1.25 "4)V/15 DATE ( Q = 0./72 /N. 3 i T WOOD Engineering, Inc. su81E{T 5P/RAL SHEETNO. 49 OF_ WOOD En� eertn& Inc. SUBJECT SP/RAL SHEETNO. � OF_ S � STAIRWAY 85-82 STAIRWAY 85-82 y� JOB NO. 4� JOB NO. C.71-WRRnsHMNBrdBgD-b- /- 7- 0-..W&R-kWW8W%fvD-0, 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 RANCHO CUCAMONGA, CA 91730 (9M 989-2087 - FAX (909) 989-8106 DESIGNED BY SHOP SHOP TREAD DE5/61V //8" 5 m TREAD DE5/61V l/8 "STEEL GHEGK HANDRAIL TO 0/5TR/BUTE 3420#6.L. (CONT,) CHECK HANDRAIL TO DISTRIBUTE 300# G.L. (DONT_,) CHECK / //2" O.D. x l/8" WALL ALUM/NUM OR BRA55 (CONT) GHEGK / 114" O.D. x //B" WALL 5 = 0.096/75((125"4,) - (/0^4JJ = 0.142 /N. 3 5RA55 B43-94 5TD H56 Ftv = 40.0 K.5.1. Fty = /6.0 K5./. E = 15.OE6 / = 0.049087((/25"4) - (1.0"4,),) = 0.072 /N. ^4 BRA 55 VALUES EXCEED ALUM/NUM O_K /,>ECNAN/cs OF ALUM/NUM 606/-T6 MA 7rRIAL5, CHECK OEFLECT/ON ,arw"ILE)-e Servs Ftv = 42.0,<5.4 Fty = 350 K.5.I. Fcy = 35.0K5.1, /'"6E5s5 d = X7./(2/% 4,)/[8(10.056/O./29J Fsv = 27.0 / _ /00E6 = 0./33" TEN5/0N COMPARED TO TREAD DEFLECT/ON Fbt = /./71'35.0%//65 = 24.82 V-0 "d FAG TOR = 0.222/0.133 = 167 5AY OR 5'-O"d FAG TOR = 0.076/0.133 = 0.59 5A) -593i; Fbt = 124(42.0,)//0(/95) = 16.7/ CONGLI/510N.• COMFRE55/ON CON5/9ER 59A5 OF TREAD /0a4e/2EO DEFL EG77CW Rb/t = 0.65/0./25 = 5.2 < 20 W/INSLOFPO-9000 /L, T ORS/ONAL MOMENT l5 A POR OF 3ll7++ Fc = /./7(35.0,)//65 = 2402,<5 ._/ -COV. RE5/5TED BY HANDRAIL. M:74LO neAN5FER rO MALLo,Y = 0./42 x 24.62 = 3.52'k,> /,575"# Ax/AL LOAD /N HANDRA/L t 0157RIBVIEV 7NRCW5H47Vr 7NE 5rA/RN'AY GHEGK DEFLECT/ON A = l7./(2/)"'4Xb(/O.OE6%0.072,) = 0.240" 42" COMPARED TO TREAD DEFL EG T/ON ------------- : =0"m FACTOR= -0222/02..40 = 0..93 5AY 93Al 5'=0 "m )-AG'TOR: = '-0.0.7610.240 = 0.33 5A (5OV. i GONGLUS/ON.• 300# CON5/DER 33� OF TREAD TOR51ONAL MOMENT /5 RE5/5TED B.)l HANDRA/L. (GON5ERVATIVE FOR 7'-62" D1AM-) -'-• WOOD-Erigineering,':Ine.- ';SUBJECfrSPIR:AL_.. ... SHEEFNO."51 OF. .. WOOD•�Engirieering; Ina:' ;suajwT..5P./_RAL. -SHEET NDi ..52 DF'. .mcn"me�+.e';4T 5TA/R/N4 Y 65-62 s"`"'" STA/RWAY 65=62' Titbla,Fi+dpy JOB NO. reb24 &mW JOB NO. C'rm✓�da'6RAc6bidB/BrdSp Lhtp 1- 7-I lRAN ¢mmmip/BReSnM�BcdSpJ Lbw" FOR THE IRON we THE IRON 10040.FOOT BOULEVARD DATE 10040 FOOTHILL BOULEVARD DATE CHO M NGA; CA 91730 AMONGW, CA 91730 SHOP SHOP (909)989-2087 FAX(909)98"106 DESIGNED BY (909) 98P2087C- FAX (909) 989-8106 DESIGNED BY _;.. TREAO�D€SlGN'r:: l/8".'STEEC TREAD-DE5/GN. l/6%""5.£fEL_ GHEGK HANDRA/L TO DISTRIBUTE 300# G.L. (DONT./ GHEGK HANDRAIL TO D15TR/BUTS 300# G.L. (CONT/ (CONT/CHECK / 3/4" x 2" 50L /0 OAK 5 /.75(2- = ll7 /N. GHEGK / //4" O.D. x 114" WALL 5 = 0.096/75((/25"4) - (0.75 4,),) = 0209 /N, 3 4 75(2% 3/l3K2 2 = 1.17 /N. 4 l = 0.049067((/.25-4) - (O.75^4)% = 0.106 /N. "4 REO OAK OR MIXED OAK OR WHITE OAK 5EL. STR . 5RA55 343-94 STDH58 . Fb = 1,/50 x 15 = /, 725 P.5.1. Ftv = 40.0 K.5.1. Fty = I6.0 K.5.4 E = /5.056 E = 1./56 BY COMPAR/SON, USE FORMULAS SAME A5 ALUM/NUM, M. Lo v = 1 /7 x /, 725 = 2,0/6'k > 1,575"# N Fbt = //7(16.4,)/165 = 2106 -COV. OR r, HECK DEFL E6 7'10N Fbt = 1.24(40.0,)// 95 = 25.4313/4 d = (7.l(2/,)-4H6(l.lEbll./7J = 0./34" SEG T/ON 5/1-f/LAR TO ALUMINUM, 60N5/0ER Fay = Fty COMPARED TO TREAD DEFL EGT/ON 7 =0' d FAG TOR = 0.222/0./34 = 165 5AY IOOSK M,v = 0209 x 2106 = 4.40'k /,575"# 5'-0" 0 FAG TOR = 0.076/0.134 = 0.562 5AY 58% CHECK DEFLEG TION GONGLUS/ON.• 0./09" CON5/0ER 5eA; OF TREAD TORSIONAL MOMENT 15 RE5/57ED 0) HANDRA/L. COMPARED TO TREAD DEFLEDTION ', (GON5ERVA7/VE FOR 7'-0'4*,) 7'-0'm FAG TOR = 0222/0./09 = 2.0 5AY'/00% 5'-O"dFAG TOR = 0.076/0.%09 = 0.'72 5A)' 7251 60NGLU5101V.• CON5/DER 72,li; OF TREAD 7-OR5/0NAL MOMENT /5 RE5/57-ED BY HANDRAIL. (CON5ERVA TIVE FOR T -0 "O,) WOOD Engineering, Inc. sue — 5P/RAL SHEUNO. 53 OF_ WOOD eeljng, Inc. sua— SP/RAL SHEETNO. 54 OF_ SI 57 A/RWA Y 05-02 s 5 TA/RWAY 85-02 CI ..n—WBResfbdW&4ftD.*. JOB NO. CbmnrliBResflaT�BuAipAs®n JOB NO. wB THE IRON 10D40 FOOTHILL BOULEVARD FOR THE /ROH DATE 10040 FOOTHILL BOULEVARD DATE RANCHO CUCAMON (9 ) 9 91730 (909) 989-2087 • FAX (909) 989-8106 DESIGNED BY —T- . (.U. RANCHO CUCAMONGA, CA 91730 (909) 989-2087 FAX (9M 989-8106 DESIGNED BY 5HOP SHOP TREAD 0,E.5/6N 1/8" 5TEEL TREAD DE5/6N //0" 5TEEL CHECK HANDRAIL To D/5TRIBUTE 300+ G.L. (GONTJ 6'-6"D/AM. GHEGK TORSION W/ 300# G.L. Mz SUM/-fAR)'. : FORHANDRA/LS (NOT GR/TIGAL W/UN/FORM LOAD/ / //2" O.D. x l/8" WALL, 3003-H14 ALUM/NUM OR 6'-6" D/AM. GR/T. PT A' 843-94 5 T H50 BRA55 (59%) Mx = 5,625" (SHT. 29l 2.375' V� -- OR Mz = /504 / l/4" O.D. x l/8" WALL, 606/-T6 ALUMINUM (333G) VH N.A. = I5o(lo.lo) �- — OR = 1,515 "# ry / 1/4" O.D. x //4" WALL B43-94 570. H5B 3RA55 (72%) m 0 �1 (ZOR 0.67Mz = 1,015"# i 0 ry 0 / 3/4" x 2" SEL. 5TR. REO OAK, MIXED OAK, OR WH/TE OAK (581 U5E: HANORA/L5 r0 RE515r 33% OF 7-OR51ONAL VH = Mz/O.7B MOMENT /N 7READ5 BASED UPON M05T = 10/5/0.78 J,0.125 GR/r/GAL 5-0"DIAMETER. FOR TREAD DE5/6N, _ 1,30/ (TORSIONAL SHEAR] U5E 67% OF TORSIONAL MOMENT FOR 0E516N. GON5ERVA rIVE FOR D/AME7ER5 LARGER Vv = 300#/2 = 150# (VERT/GAL SHEAR, 5H�. 29) THAN 5'-0 I SEG TION AH =3.0,y 0./25/SO (AT GOLD = 0.375 50.1N. OR AH=2x 0.78x0.125 = 0.195 —60V. Q = �O /0" Av=2x4"x0.125 � = 1.00SECTION (AT BALLV5TER1 WOOD WOOD-Engineeruig, �Inci SUBJECT-5P_/RAL._.. ._ .SHEET NO. SS' OF WOODrEn�neeruig; Inc. SuOJEOT 5P/RAL sHEEr No. OF-— Se" obNF 05-02 S � STAIRWAY 05-02 JOB NO. � JOB NO. Cbms�bRascMa�BugAarq /- fA�nvmR/f :M6a/&Y6mLhsyn /- 7-// FOR THE IRON FOR THE IRON 10040 FOOTHILL: BOULEVARD DATE 10040 FOOTiILL BOULEVARD BOOL DATE RANCHO CUCAMONGA; CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY �� W . RANCHO CUCAML CA 91730 (9M 989-2087 - FAX (909) 989-8106 DESIGNED BY —`�. W . SHOP SHOP TREAD DESIGN //8" 5 -7 -EEL- TREAD DE516N 3/16" 57 -EEL' 6 -b " 0/AM. 7 -O" D/AM. G/33 COMB/NEO SHEAR ANO BENOIN6 GHEGK rOR5/0N 1N/ 300# G.L. rZE�M) 1 ? fl v(Vv) 12" ( .%l v(VH/ 121 O5 (NOT GRIT/GAL !N/UN/FORM LOAD/ mz t /.O C/ ( O/AM. GR/T. Mnxo Vn VnH - \\ l+ l` J J Mx = 6,075'+ PT. %1 ' \ .(lb = l67 VH M = Mx = 5,625"# _ /50(/0.88) VH Mnxo = /0,570"# _ /,632"# r\A67ZIAL .(lv = 160 0.67Mz = 0.67(1,6321 0 Vv = 300#/2 = /50# 0.125" Vn = ARYFV Mt = 4.0/0./25 = 32 _ (/.0)2/,600# VH = Mz/0.76 = 2/,600# EKy/Fy = 29E6(5.34)/36,000 = 1,093/0.78 VH = /,30/# = 65.6 32 = 1,40/# (rOR5/0NAL 5HEARl SEG TION VnH = (0. /95)(2/,600) Fv = 0.60Fy I (A r GOL J = 4,2/2# = 2/,600 V✓ = 300#/2 = /50# (VERTICAL 5HEAR, 5HT. 29) l6/ x 5,625 )-2 / /60 x /50 )-2. /.60 x /,30/ Ylos/O 1\ 1\ /0,570 2/,600 4,2/2 eb 56111 ��--9 rJ. �F 5� l� LA /50A 11 -U 14P ��a 0./86 /-1FETY Q I -PT. !0. 79 + 0.00 + 024J 0.5 = l.O/ �_ /.00 /� O✓ER ow TORS/ONAL = 0293 -- 60V. ✓ - 2 4" O:1A8'8(`O] L0 = /�•B8" pP ^�-'� MOMENTN/6'-6"D/AM. N57ULDBELE55. - / R CONST, UCTION sec TION U5E.• G3 x 4 x //8" M/N. TREAD 5EG7-/0N (AT 5ALLU5TER) FOR 6'-6" MAX. OIAM. W/TH 40 P.5.F. L.L. 8 300# G.L. DATE WOOD E11giriCC1'Yti& Lie. SUBJECT SP/RAL SHEET NO. 57OF_ WOOD EnidneeriNO_ Inc. ��b7 sUB - 5P/RAL SHEET NO. 5B OF_ 5--- W` P 5 TA/RNA Y 85-62 s...W& _ 5 TA/RWA7741, Y 85-82 me No. roe No. a--.&&fta fd-, O.MvD&%. /- 7-// OrmneNBR-WNnW8.Wm Dago, /-7-// FOR 7-14E /ROH THE IRON 10040 FOOTHILL BOULEVARDFoe DATE 10040 FOOTHILL BOULEVARD DATE RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX(909)989-8106 DESIGNED BY RANCHO CUCAMONGA. CA 91730 C909)989-2087 - FAX (904) 989-8106 DESIGNED BY -`�. W. 5(:5>P SHOP TREAD DE5/6N 3//6" STEEL TREAD DE5/6N //8" 5TEEL M/N. V-0" 01A M. C3.3 GOMBINEO/SHEAR ANO RE/NO/N6 G3.6 COMB/NED BEND/N6 AND TOR5/ON I wm' 12 1 v(VvJ 12 I (Z v/VHJ 121 O5 CON5/DER COMB/NEO BENDlN6 PLU5 TORSIONAL SHEARS .(l + + t / O CHECK /N G3.3 5A T/5FA6 TORY ANO AL50, 5EG T/ON /5 Mn x 0 Vn VnH LJ ` J ` l J RE5TRA/NEO. DL7 = 1.67 GJP TH16KNE55 AVJ1,774ENr (LONSERv.. EFFEL r/vE GK. GONNEG T/ON ® COLUMN M = Mx = 6,075"# 564770N ntxLV BE LAR66R/ Mnxo = /0570' ((3//61/(/1811 = 15,855"+ E TF BY INSPECTION, US/VAELO TOO JOINT PENETRAT/ON WELD t1j ,(l v = /.60 DEVELOPE STRENGTH OF MEMBER. ry' Vv = 300#12 = /50#coNSERv. USE." NELO PER DETAIL WE70XX. Vn = ArvFv h/t = 4.0/0.!25 = 32 EFFEGT/VE 5EG710N = 32,400# EKy/Fy = 2gE6(5.34J/36,000 CHECK TREAD ® CONCENTRATED LOAD VH = /,40/# = 65.6 32 VnH = (02931(2/,600) Fv = 0.60Fy EDGE 5 TIFFENER = 6,329# = 2/,600 b.- FOR 5 -6 " 01A 1-f. / 6 „ B 6REA TER. /.67 x 6,0752+ /60 x /50 2+ /.60 x 1,40/ 2 05 t /.0 ( /5,855 ) ( 32,400 ) ( 6,329 ) CASE2 k Q � 300# Q Q Q )C Q �Q�Q (0.007,)2+(0.35)2)0.5 j Co C. 0.00+0:1310.5=0.7.3 LOAD lc�i n Ni�cpO.. USE"• G3 x 4 x 3//6 " MIN. TREAD 5EG TION i FOR 7-O" MAX. 0/AM. N/TH 300# ON 6" 40 PS.F L.L. 8 300# G.L. 2„ x2" SCJ. 1`14 50. Al") L2" TREAD PLAN 5'-O" DIAM.. TO 7'=0" D/AM. WOOD'E EmcC liguteerllfg; suBlEcr._5F-IRA_L...- _ -SNEETNo:..S_9... _ .- WOAD Inc.sualEa- " 5P_/RA.L sHEETNO. 60 OF-'. 5 TA/RNA Y 85-62 SEtlneellrig; STAIRNA',' 85-82 Jos No. roe no. a ma�mRa:mu�a, auk /- 7-// &R"*MWa arocv, /-7-// FOR THE /ROH FOR THE IRON 10040 FOOTHILL BOULEVARD DATE 10040 FOOTHILL BOULEVARD DATE _ RANCHO CUCAMONGA, CA 97730 (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 TREAD-OESl6N //B" STEEL--MIN:- - TREAD OE516N %/6"" 8' 3%16-"•STEEL 300# TREAD SUMMARY." 40 P.S.F. OR 300# G.L. GHEGK TREAD AT GONG. LOAD CA5E l + _� A✓6. M = PL/6 = 300(/7.6,)/6 = 690'+ PARr1AL F/XI rY 1. I -2'-b " MIN. RAO. CON5/DER 2-NAY AGT/ON N/ l2" EFFECT/VE N/DTH CA55 l ®Z 3'-6" MAX. RAO. Z !-GON5ERV. FOR 6'-7- rO 7'0"01A1-f. 5 = 12(0.1-25)-216 = 0.03/3 TREAD 12('0125)^3112 = 0.00/953 m I MA = 0.03/3(0.75 x 36 K5.1.) = 643"# -y 690"# O.K J = 1(300/21(17.6) 3J/[/92(29E6J0.00I953J I = 0.078 .y //l6 " NOT GR/ r/GAL q GHEGK 300# G.L. AT END OF TREAD CASE 2 L = 2/" MAX.//6" STEEL PLATE UP TO P = 300# 111 3'-3" RA014V5 (6'-6 ",91A N..,) M = 300(21,)14 = 1,575"# 300# 00 3116" STEEL PLATE 3'-4" TREAD TO 3'-6" RA0/U5 1/7'-0" D/AM) CK. L2" x2" x 1/6" (GON5ERV.. TO COLUMN Fb =22,000 P.5. /. ry C-/)=5=0./3/ ® MA = 0./3/ x 22,000 TREAD = 2,662"# > /,575"# ry J=(300(2/% 3%/(l92/29E610./90J - CA5E 2 - - - - - - - - = 0.003 Nor GRI r/GAL ' NOTE." BALLU5TER5 PV/LL AL50 TRANSFER 300# LOAD 118 TO HANDRAIL ANO 0/5TR/BUTE TO 5/0E OF TREAD. COLUMN 2"L IF MAYBE OMI TTED A T USE. Ile" PLA TE MIN. FOR V-0" L2/AM MAX. , I (6'-7" TO 7'-O" 01A H. REQUIRES 3//6" 2=6" RADIUS FOR STRENGTH AT GOLUMNI WOOD Engineering, Inc. suBJEa 5PIf.'AL sHEETNO. 61 OF_ WOOD Engineering, Inc. su - SP/RAL SHEETNO. 62 or_ STAIRNA Y sv :m 5 TA/RWA Y 85-82 ` ""0.85-62 r1thZL JOB No. ca,._wma w uv0.10, ca,.-.W&a-hWWe*.6V0.*n /- 7-// FOR THE IRON Fon 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) 989-8106 DESIGNED BY ---=>. W . SHOP SHOP TREAD DE5/61V 3/16 " ALUM/NUM TREAD DE516N 3116 " ALUM/NUM 5EGT/0N PROPERT/E5 R = 0.375 5EG7-/0N PROPERTIES (CONT,) 5052-H32 Y R = 0.188 /x = 3.253 IN. "4 <t - Sxt = 3.25311.564 X1 --I X = 2.08 /N. 3 a 5xc = 3.25312.436 = 1.34 IN. 3 N . Iy = 3.164 IN. -4 t 5001 .500 = 2.// IN. 3 3.000 ALLOWABLE 57TRE55E5 (WELD AFFECTED AREA) Y b/t = 3.6-2510. lee 5EG TION 1/0. /88J 112"=/" =19.314 t 39 ---------------------- REG/ON5 ---------------------- Area: 1.952 Fe = 9.7 - 0.166(2210 Perimeter: 2/.142 = 9.7 - 0./66(19.3) • Bounding box: X.• -/..500 -- /.500 = 6.50 K.5./. )'- -2:436.: -- 1.564 Centro/d. X.• 0.000 Y.• 0.000 MA Moments of inertia: X. 3253 Y. 3.164 = 8,7/0V Product ai../nertia:.. XY.• 0.000 Rod// of gyration: X.• 1.29/ Y.- 1.273 Princ/pa/ moments.: and X- 1", directions: about centroid /: - 3164 along [0.000 40001 J. 3253 along [1.000 0 000 WOODrEnguteerutg; Ltc. • 5Y -FIR -A- . suBJEcr. 63_' -,OF- SIIEETNot • - WOOD -En WBJI T-, P./R aL- SHEETNo: STA'/RWAY 85-82 Sowua/E�ppw.g 5 rA/RWA r 85-62 r9b24&.W B Raoo4wwl/B D.* JOB N0. /-7-I1 &b24D-W Cammf /6Ratio6 a'BuWvDwjn JOB NO. /-7-1/ FOOTHILL BOULEVARD FOR THE IRON Un7E 10040 FOOTHILL BOULEVARDCHO FOR THE IRON DATE RAN10040 AMO NG& CA 91730 (909) 989-2087C- FAX -(909) 989-8106 DESIGNED 0Y �' W . RANCHO9-2087 - FAX (9. ) 9 91730 (909) 989-2(}87 - FAX (909) 989$106 DESIGNED BY W . 5HOP - SHOP r TREAD DE516N 3116" ALUM/NUM TREAD- DE5/6N• 3716'' ALUM/NDM ' GHEGK DEFLEG 7-10N5c252-H32 CHECK 70R5/0N W/ 300# G.L. 5052-H32 T-0" 0/AM. (NOT GR/T/GAL W/UNIFORM LOAD) 7 -O" DIAM. Mz d = PL 3/3EI V-0" 01A M. = l50(40.5� 3/3(/O./E6/325 Mx = 6,075"+ (5HT. 29) = 0.10/" = 2L1800 < 2L/360 VH 5'-0" D/AM. _ 150(10.88) d = /50(28.5% 3/3(/O.1E6J325 = 1,632"+/ VH N.A. � --I-- • � = 0.032" 0 0.87Mz = 1,420"# 0 � �-/3% COMPARED TO HANDRAIL d = 0.240 60V. (5/-1T 50J REDUGTioN i ry VH = Mz//.56 FACTOR 7=0" D/AM. = 0./0/10.24 = 0.42 OR 42% OF 300# 15 _ /,420//.56 I 5TR/BUTED TO 0.188" = 9/O+/ (TORS/ONAL SHEAR) R RES/ST TORS/ON. FAG TOR 5'-0" o1A . = 0.03210 24 Vv = 300/2 5E6 770N = O./3 OR /3% OF 300+/ /5 = /50# (VERT/GAL SHEAR, SHT. 29) (AT GOLD DISTRIBUTED TO RES/ST TORSION. C�gT`•tl�3 0.,00 Qua �iTAj/N CONGLU5ION: CON5/0ER /3� OF TOR5/0NAL MOMENT 15 RE515TEO BY HANDRAIL. L L - 0564 SCJ. COV. + II BU©RDING & SAFETY DEPT. (CON5ERVAVVE FOR 7-0" D/AM./. Ali= 2� b-156 x-0 .- 88T f lw/. J 8U CTI N 5EG T/ON FOR: HANORAIL5 SHOWN ON 5HT. 50. 05E HANDRAIL5 TO RE5/57- 1335 OF TOR5IONAL MOMENT (AT BALL05TER5) IN 7-READ5. FOR TREAD DE5/6N W/ 31/6 " ALUMINUM, DATE U5E 87% OF TOR5/01VAL MOMENT FOR TREAD DE5/6N. -166 (CONSERVATIVE FOR 7'-O" DIAM,). WOOD Inc. $w a 5P/RAL SHEETNO. 65 OF_ WOODeeii„p_ Inc. of SUBJECT 5P/RAL SHEE(NO. 66 OF_ sb.ft', 5TA/RNA)' 85-82 s &P --v 5TA/R/NA)' 85-82 JOB NO. JOBS LLrmmdd6RerR6me/R O�T6� Cm"_6/ARatw'mW8."pO.*� 1 7-H FOR THE IRON FOB THE /RON 10040 FOOTHILL BOULEVARD DATE 10040 FOOTHILL BOULEVARD DATE N RANCHO CUCAMONGA, CA.91730 (9 989.2087 - FAX (909) 989-8106 09) DESIGNED BY —` W . RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY SHOP SHOP TREAD DE5/6N 3116 " ALUM/NUM TREAD OE516N 3/16 " ALUM/NUM 4.4 COMBINED SHEAR AND BENDING 5052-H32 5052-H32 (WELD AFFECTED AREA) DIAM. GK. GONNEG T/ON ®COLUMN 7 -0" DIAM. fo r fb t fs )2 <' /O GJP BY /N5PEGTlON, U5E COMPLETE Fb Fs JOINT PENETRA T/ON WELD TO OR DEVELOPE 57RENG7-H OF MEMBER. (SEG TION 5.2.2.21. -2,)-2_VH ( ( ( )? L0 MA) V✓A VHA U5E. WELD PER DETAIL N/ Q 5356 WELD FILLER FOR M = 6,075'# 5052 TO 5052 OR 5052 MA = 8,7/0'# TO 606/-T6. 3.00" Vv = 300#/2 = /50# EFFECT/✓E SECT/ON V ✓A = AvFv h/t = 4.010./88 = 2/.3 < 55 _ (/.5/(3.301 Fv = 3.30 K.5.L CHECK TREAD ® CONCENTRATED LOAD . = 4,950++ EDGE STIFFENER _ FOR 5'--6 " D/AM. ✓H = 6 " f GREATER AH VHA =AHF✓ / 6 " � VHA = /0.564,)/3.30/ = 1,86/� GA5E2 k k Q Q 300# QQ)CQ oAl2 6,075 2 2 / 2 Q GONG.(8,7/0" /50 910 LOAD ^/0.70/ 4,950 . IB6Y 2. + (0.030,) 2 t (0.49):2CASE l (0.49) + 0.00 + 024 = 0-73 < /00 300# ON -2 x2"50..(4 5Q. /N/TREAD SECTION FOR 7=0" MAX D/AM. WITH 40)=.5.F. L.L. 8 300# G.L. TREADPLAN 5'-0" DIAM. TO 7-O" 0/AM. i WVVD:`Eii�n irug�'�Hc� - "$UBIECf _. SI�/%�i4'L:-..... _.. ..SHEEP NO: 6;7.OF_ . W04 gin .� -lnci 5" .SP_/..RAL UBJE S1 . -.68.. EET 5TA/RNA)- 85-82 So,, 5TA/RNA )' 85 82 Txk7abapy. JOB NO. JOB NO. ro,.>m�eeacm walftsm0. o+ /-7-I/ �eRa a 0-*, 7-H 1-7-// 40 100FOOTHILL"BOUL.EVARD FOR THE IRON DAT 10040 FOOTHILL BOULEVARD THE IRON DATE CUCAMONGA*. CA 91730 (909)989-2087 - FAX (909) 989-8106 DESIGNED BY �- . W. RANCHO CUCAMONGA; CA 91730 (909) 989-2087 - FAX.(909) 989$106 DESIGNED BY -----2- CU. SHOP SHOP TFEAD-DE5/6/V 37%6"`A'CUM/NUM TREAD DE5/GN 3/16" ALUM/NUM GHEGK TREAD AT GONG. LOAD CA -5E / 5052-H32 V-0" DIAM. TREAD SUMMARY.• 40 P. 5. F. OR 300# C. L. AV6. �PAR17AL Fixirr 300# 2'-6" MIN. RAD. CONSIDER 2 -NAY AG TION N1 /2" EFFECT/VE W/DTH ®2 3 -6 " MAX. RAD. Ft = 14.0 K.5.1. Fc = 17.0 K.5.1. 5 = 12(0.160)^216 = 0.0707 TREAD /20. /88,) 3112 = 0.00665 I MA = 0.0707//4.0 K.s.0 = 990"# ,� 890'# ox. A =((30.0/x/(17.8% 3J/[/92(/O./E6/0.00665J GA5E / • = 0.066 ti ///6"NOTGR/r/GAL I Q � GHEGK 300# G.L. AT ENO OF TREAD CASE -2 _ J L = 2/" MAX. 300# P = 300# lI lD " M = 300(2///4 = 1575 "# 1 3//6 AL UMINUM PLA TE 5052-H32 W/ 5356 WELO FILLER AT MELDS GK L-2 x 2 " x 3116 " /GON5ERV.l h TREAD b/t = 2/(3//6,) = /0.7 8.0 \DTO COLUMN t 15.0 2" (j GJP Fc = /7.3 - 0.0574(/0. 7%- _ //,158 ® Fb = 1586 F. 5. CA5E 2 TREAD 5 = 0./66 —------- MA=0./86x//,/58 = 2,075'# -> /,575'# d 0.005 NorGRlrlcAL COLUMN NOTE. 3ALLI/57-ER5 HILL AL50 TRANSFER 300# LOAD 2" L/P MAYBE TD HANDRAIL AND D/5 TRIBUTE TO 5/DE OF TREAD. OMITTED AT USE 31/6"ALUM/NUMPLATE, 5052-1432 FOR 7'-O" DIAM. MAX. – - 591 ON P S7/b'130 a(Od 139H5 „9-p5 ,O OZ— , N/ON 7 —9 a --JVS'8 ONIa-lin8 d1Nlno v-1 � U V-) W/7N/W/17V „9/E ♦ \ 7391 S „fes/l \♦ ^ \ \ aGN99d/15 H17NIN177V 7b'O11/,Y0 S/ aYV-LG 8"7931.5 N9/59O 9NlONd7 591 ON P 57/b130 139H51X3N Ol a(9d9at �E Nt/7. 9NlONd7 93x'990 Ob XYW,Eb - X } 3 5a9N39d/15�♦♦ 1-J(1N/W(17V ,, 9//E 79-919 „ 9// � `♦ \ ON99 y� X 9�0 O 992,990 Ob ` ♦ 1, 1 H17NIN177V 7b'O11/,Y0 S/ aYV-LG 8"7931.5 N9/59O 9NlONd7 591 ON P 57/b130 139H51X3N Ol a(9d9at �E Nt/7. 9NlONd7 93x'990 Ob •M �- AB 03N91S30 .OHS 9018-686 (606) XVi, LHOZ-686 (606) 'fy7 A803NOIS30 doHS 9018-686 (606) XVi - LeOZ-686 (606) 3>.vo NO2/19H1 tlO'' �Lazrvn3 nO8T1iHLO0iOOD00Ll� �� NOS/ 9H1 "O' OeGarvoi� noeTwvono onlVzl H -L-/ ssxsu re //-L-/ 29-59 7—'ON aor w#„�,•y 29-59 'ON eor _ 9zg0g .( b'Mc'Jl b'15 .l t�M2/l t/15 {� do -tL ''oN 133Hs' Zt%�/CJS •1J31BNs.. •,QI wl�Q.7 QDO/A —io /L 'ON133HS- .. _ ..7b2�/CdS -ID3rens ',Z[j:-OQf;*a-!9 -G00IA "71�/1Nt�W N9/S.�OW/1NlW/I7d l f�'S 335 '79315 SS97N/t�15 O/1/N315/Ib' 99 77VHS .(3H1 a(9H1V9M 9H1 .Ol. 0950.X9 MgHM "73315 NO92/ti 031 Y7d '2/O O31't�OJ 99' 77b HS kON/W117V N/ 5M9a':29 '9509# 8 991- EZ 'a(& U/O 'V'7 7t//0-9 a(0 Sa91 `SGJ'S1'SO'S Z/# (Z) `35/1 !J# 37Btel 950E 'a'a- #OOE ! bC aed b #065 = Z X (Z7/':0 „ 9 X 065) = M077VA (5L6/ ob -9d #o0E r #999 = ,:"X l G> O/ X P-b/O"O'= M077d^ 5-4x(/ X15 ,?N, Vi 7b a'Od dl iV/W LS/O = GJb/01OO. %J/W bOZ"O = GJt//0 YO 9N1,YR9N/9N3/ 7%e/709 a(O 9a'91 'SlW51'5"O'S Zl# Z aH� (70-- 91-1909 V VzWHG W/lN1Wn7H/ "l "S d OOO ZI (bb'3H5 7331 S) rud3o.b911--� ZSEO O/OOE _ ^! C- Nl ZSEO'O = (6% 9910 Cyr/(95I0-a = b� ��'x b �� M92/OS 195 Ol 9/70 Id9a'b' 9N/2/b'99 M9a'?S 195 4919 d0 NW(17O5) OL a b 770 w „'-------- 2IV77o:2 M3a��5' 195 b/O„9//S 39/109 > IG #OOE _ '9-Z 9-9H9 5/10/^9ad 995 NW(17O:2 Ol 01 32/1 Sb' 3W1'5 Yt, 77O51 Ol Od32V1 NW/77O9 '&V77O5) N9159O N011 :29NN0� Ob'9a'1 '77 #06 .4 VMaN/Yl S 7b'2V/d9 M 'C Ae 03N91S30 .OHS 90( 8-686 (606) XVi • LBOZ-686 (606) 31VO NOW 3H1 eoi osLoavm o9rlHL3oopmt l/ -L -/ Z9 - 'ON eor .l b'Ma(/ uI ` � w=w 7Va(ld5 QOOM —do-- L 'ON133NS 'rens .1 „LS'9 „bb OZ „Z6 XYW,Eb - X } y�' ♦ „9E % 1 y� moi.---- 1 ` ♦ 1, 1 1 / 2/9N393/15 ,� �. ♦ 1 Ol Ot/O7 1 - , H1O/M CV -9,V-1 „ (7b'�id.(1/ 1 97na�H�s 97ON1d9 99/1[ � -990 Oi ♦♦ l�rY 3903 / > Ol OV07 tij N +d 7N5)/l1a0 5/ 2//b'15 'd/O ---N.9159O,9NIONt, 7 •M �- AB 03N91S30 .OHS 9018-686 (606) XVi, LHOZ-686 (606) 'fy7 A803NOIS30 doHS 9018-686 (606) XVi - LeOZ-686 (606) 3>.vo NO2/19H1 tlO'' �Lazrvn3 nO8T1iHLO0iOOD00Ll� �� NOS/ 9H1 "O' OeGarvoi� noeTwvono onlVzl H -L-/ ssxsu re //-L-/ 29-59 7—'ON aor w#„�,•y 29-59 'ON eor _ 9zg0g .( b'Mc'Jl b'15 .l t�M2/l t/15 {� do -tL ''oN 133Hs' Zt%�/CJS •1J31BNs.. •,QI wl�Q.7 QDO/A —io /L 'ON133HS- .. _ ..7b2�/CdS -ID3rens ',Z[j:-OQf;*a-!9 -G00IA "71�/1Nt�W N9/S.�OW/1NlW/I7d l f�'S 335 '79315 SS97N/t�15 O/1/N315/Ib' 99 77VHS .(3H1 a(9H1V9M 9H1 .Ol. 0950.X9 MgHM "73315 NO92/ti 031 Y7d '2/O O31't�OJ 99' 77b HS kON/W117V N/ 5M9a':29 '9509# 8 991- EZ 'a(& U/O 'V'7 7t//0-9 a(0 Sa91 `SGJ'S1'SO'S Z/# (Z) `35/1 !J# 37Btel 950E 'a'a- #OOE ! bC aed b #065 = Z X (Z7/':0 „ 9 X 065) = M077VA (5L6/ ob -9d #o0E r #999 = ,:"X l G> O/ X P-b/O"O'= M077d^ 5-4x(/ X15 ,?N, Vi 7b a'Od dl iV/W LS/O = GJb/01OO. %J/W bOZ"O = GJt//0 YO 9N1,YR9N/9N3/ 7%e/709 a(O 9a'91 'SlW51'5"O'S Zl# Z aH� (70-- 91-1909 V VzWHG W/lN1Wn7H/ "l "S d OOO ZI (bb'3H5 7331 S) rud3o.b911--� ZSEO O/OOE _ ^! C- Nl ZSEO'O = (6% 9910 Cyr/(95I0-a = b� ��'x b �� M92/OS 195 Ol 9/70 Id9a'b' 9N/2/b'99 M9a'?S 195 4919 d0 NW(17O5) OL a b 770 w „'-------- 2IV77o:2 M3a��5' 195 b/O„9//S 39/109 > IG #OOE _ '9-Z 9-9H9 5/10/^9ad 995 NW(17O:2 Ol 01 32/1 Sb' 3W1'5 Yt, 77O51 Ol Od32V1 NW/77O9 '&V77O5) N9159O N011 :29NN0� Ob'9a'1 '77 #06 .4 VMaN/Yl S 7b'2V/d9 M 'C Ae 03N91S30 .OHS 90( 8-686 (606) XVi • LBOZ-686 (606) 31VO NOW 3H1 eoi osLoavm o9rlHL3oopmt l/ -L -/ Z9 - 'ON eor .l b'Ma(/ uI ` � w=w 7Va(ld5 QOOM —do-- L 'ON133NS 'rens .1 „LS'9 „bb OZ „Z6 .OHS NOaI 9H1 NOi 90L8-696 (606) XVi - LGW-686 (606) OCL �cRw/o noe -nwLoaj ovwL va .4s,w.0&Vrgwmvf Ap--,co „/6'9 „99-L/ „9E rn i� .< = Z/ + .( SZ'E q - SZ E EK ICL GO NIG :2 �ppo „ , 91vOlSN9W/O OvIgal1 .M � AB 03N91S30 H -L -1 3iv9 .OHS NOaI 9H1 NOi 90L8-696 (606) XVi - LGW-686 (606) OCL �cRw/o noe -nwLoaj ovwL va .4s,w.0&Vrgwmvf Ap--,co ON eor Z9-59 i0 69 'ON 133H5 .(b Mag d1 S 7dbld5 103renS Wa ui �10 K�3 QOOM rn i� - w . rn H1O/M CV -9,V-1 „ (7b'�id.(1/ 1 97na�H�s 97ON1d9 99/1[ l�rY �ppo „ , 91vOlSN9W/O OvIgal1 .M � AB 03N91S30 H -L -1 3iv9 .OHS NOaI 9H1 NOi 90L8-696 (606) XVi - LGW-686 (606) OCL �cRw/o noe -nwLoaj ovwL va .4s,w.0&Vrgwmvf Ap--,co ON eor Z9-59 i0 69 'ON 133H5 .(b Mag d1 S 7dbld5 103renS Wa ui �10 K�3 QOOM WOOD Elid eeritlM InC. SU81ER 5FIR'AL SHEETNO. 73 OF_ WOOD RnalneCiWg, Inc. -BJER 5P/RAL SHEETNO. 74 OF_, sftZtsv iv 5TA/RWAY 85-82 S „ ;m SrA/RWAY 85-82 . iTb.74E-Ty Joe NO. rA*W&-q JOB NO. /- 7-H BO /- 7-// FOB THE IRON �B THE IRON 10040 Foo6 11-I BOULEVARD DATE 10040 FOOTHILL BOULEVARD DATE RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX(909)98"106 DESIGNED BV-`= W RANCHO CUCAMONGA,'CA 91730 (904) 989-2087 - FAX (909) 989-8106 DESIGNED BV �• W. 5HOP SHOP LAN9/N6 OE5/6N 5TEEL d LAND/N6 DE5/6N _ (/52//2)(50%2 5TEEL OR ALUMINUM ALUM/NUM = L27 #/' 11b. 5TEEL DECK OR 3//6 "ALUM/NUM //8 ".5 TEEL DECK OR 3//6 " ALUMINUM /IV = 3I/# LmAx = /6 " 5 = /2(/25)-2/6 = 0.03 / _ /2(O. /251 "3//2 = 0.002 //4 " x 2"R10 CA55 2 M =50#(/.33) 2(/5J = 133"# __- s 67 fb = /33/0.03 = 4,433 X-22 K.5./. sim OR /4 K.5.1 Auayinuy L = 58.8 W = (127/2)(4.90) = 3H# _ 0.0099(40/(1.33/"4 /,728 d = 0.036 < L/360 (.044) O.K. M = 3//(58.8)/6 = 3,047"#, /�# # 58.8" (4.90 156 29 E6 x 0.002 fb = 3,047/(2 x 0.13// _ /1,632 < 22 K.5.1. smn OR v //,158 P..5.1. AumlmA4 0. K. E/ sT c = 29E6 x 0.002 = 58,000 L15E 3/B" R15 FOR ALUM/NUM 3 .8% _ - O.IO" d rL wt E/ Auml = /0. /E6 x 0.00665 = 67,/65 -10,00000 O.K. 60(29E6J 2 x ./90 (40/5))(0./0) = 0.06 < L✓360 (0./6J 0..K. sA++eFlxnr® a4PS U5E: //8" 5TEEL OR 3//6"ALUMINUM PLATE TO SPAN /6 " MAX. - - CHECK 3/16 " ALUM/NUM LANDIN6 EDGE GA5E El srm = 2906 x2 x 0.190 = /4O -2E6 E/ Aua 1mw-f = /0.1E6 x 2 x 0.268 = 5.4/06 L = 44" W = L23# l/B" d Aummm = 0..OB(//02/5.4/) = 0.16 = L/360 O_K. M = O. [283(/23)44 " = 6q4"# 6A5E / U5E.• 1/4" x 2" 5TEEL R15 OR 3/B" ALUM/NUM RID A5 5HOWN /N GA5E-2 8 LAND/N6 PLAN. 29 Eb COASeRV.. / FOR c r x r r ue- LA65 AT SUPPORT Syr. 67 fb = 694/0.13/ = 5,298 P.5. /. <'-22 K.5. /. sma. OR //,158 P. S. /. AWWW-f P = 1-156# //8 2-B ry I W= 123# 1/2" D/A. x 4"LA& W/ //B" 5TEEL B H.F. - 1:33 k50# Z1..= /30#. PLATE/'1%2"'ED6EL/P.' I =67 I #L.A&s = 156#1130#- 12 5A Y2 //4" STEEL 3/8"ALUMINUM GK. ENTIRE LAND/NG I P = (3.5 x 3.5)S�# = 6/2# CASE 2 P/2 = '6/2# = 306# 4/# 82# #LAs5 = 306/+//56/± = /.96 5A 2 44" (3.66% USE: (2) //2" DIA. x 4" LAC -5 MIN. WOO'E.� ".LlC� . ..SUBJECT--5P/RA_L'.-... D., ng�nee>tlfng6- ... -SHEEPNO..-.7S-. OF._.. .... WOOD'E L1C� "SUBJECr,SP_IRA. L. .. �SHEEPNO:,..76.. -or- 5TAIRWAYSrA/RWAY 85-82 85=82 rcn24Emyr . , JOB NO. Y v7sEre gT JOB NO. C-W&R-d.im/B.W,,gD , •BOULEVARDDATE /- 7-H Cmvnw®/6Rasofsi�61d6g /-7-// FOB THE IRON FOB THE /RON 10040 FOOTHILL• 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 W . SHOP SHOP GOL'UINI/J' DES/6N' 5TEEL COLUMN OE5/6N ' ALUMINUM' ' �- 450 Deb PHAx Lt = ((409T P 2)/4)/25) = 3q-270^2 i a TRY P/PE 3" DIAM. SCHEDULE 40 606/-T6 PmAx anolms = (317.270-2)12 = 1-7.630^2A Pt Notes = 223 IN. 2 / = 3.02 IN. -4 5 = / 72 W. 3 /6 o = 0.4244R OR 02[220 Rbvl = 7.6 MHAx = 117.630-20.21220) = 4.170-3 KL/r = 12x12//./6 = L24 Fa MmAx. = 1q.6312 -2o (10/40)39.270 2 = 29.450 2 TENSION IN BEAM TRY P/PE 3" D/AM. 5TD. A = 2.08 IN 2 5 = /.63 IN. 3 r = /.l7 Fat = 24.0 K5/ COLUMN COMPRE55/0N hmAx = /2.00' K//r = L23.0 Fo = 9.67 K5./ ® D = 7.0' PeeNo = /44k fa = 1.44/2.08 = 0.69 5 = 7.6 e 66 M zo = 4.17,17.0,)^3 = 1.4.2k- fb = /.42(/2)/1.63 = 10.45 K.5.1. Fo = 20.2-0. /26KL/r fb fo /0.45 0.69 = 202-0./26(/24) = 202 - /5.6 = 4.56 K5/ - +-- + =0.45+0.07=0.52�/.O Fb Fo 0.66(35/ 967 F O lm er contF/5 COLUMN COMPRESS/ON ELEMENT MORE rlC.AL NA CHK. LAT. ON COLUMN P- FOR is 7AL ueincAt FrraN Fa FOR AxtAL one r. 5 = 7.6 > 1.4 W NlAv = 35 P.L.F. (5HT. lO) 372# P < /41 V = (/2/2)35 = 210# Fa = 22./-0.799 RL/t W sy = (0.20(40#J/40)39.270"2 = 385# = 22./ 0799 7.6 = 22.1-220 = 19.90 KSl Ve.o. = 0.39/W Wo = (vW 2/4)X/0#X/25 = 48/# 4� GOMPR6 ON /N BEAM W = 0.39/(385#+48/#)//2 = 20 P.L.F. < 35 P.L.F. ^ = K 29 5 7.6 <2q Fc = 25 KS/ V = (/2/2/28 = /68# M = 35(!2 2J/B = 630W NOTE: U5/N6 5TEEL 5EGT/ON ACTUAL 5TRE55E5 /5 fb = 0.630X/2/163 = 4.64 K5/ Q COH5ERVA77VE DUE TO SMALLER 5EGT/ON COMB/NEO (L *.0 "nw camcAL mAN CoAw 5 e 6/ PROPERT/E5 OF 5TEEL 5EGT/ON. /0.45+4.64-069 = 0.65+0.07=0.7210 Q 0.66(35) 9.67 h fo = 0.69 CONNECT/ON TOP 1 BTM. 372#Fo = 4.58 K5/ P = MIN + V = /.42/8.75 +2/0a fo/Fo = 0.69/4.58 = 0.I5 r O./5 = 162 + 2/0. = 372# W/ND = 2/0# lo/Fa + fb/Fb = 0.15 + (/0.45+4.641/24 I (.5J //2" x 4"LAG 2" PEN IN.H.F. E.O. _ /68# = 0./5 + 0.62 = 0.77 < 40 W' = 5x2" x 243# x 0.7 = /,701,# �> 3720 ' UNBAL. _ /62# Z'a = 5 x 260�x 0.7 = 700#-1 37?# DOUBLE LA65 CON5ERV. 3/8"m -Gm ® INTERMED/ATE LAND/N65 OF 2 STORY WOOD Engineering, Inc. 508_ 5P/RAL SHEET NO. 77 OF_ WOOD Engineering, Inc. SU&IEcT 5P/R4L SHEET NO. 70 OF_ S em•Lq STA/RWAY 85-82 STAIRWAY 65-82 7ab24L JOB NO. 24 6-W JOB NO. BOULEVAARD /-7-/l /-7- FOR THE /ROH DATE FOR THE IRON 10040 Foxe TH�iLL tooao FOOTHILL BOULEVARD DAI RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY"T�. W . RANCHO CUCAMONGA. CA 91790 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY�w. SHOP SHOP COLUMN DE5/6N BEAR/NG PLATE 0. c o = 5-1.75=3.25 7„ A = 7,9.341N--2 USE.• - PIPE 3" DIA. 5TD. 5TEEL A53 OR. B OR P/PE 3" D/A. M = ((13.25)"2/2J P/A 7" SCHEDULE 40 ALUM/NUM 606/-7*6 COLUMN FOR 5TA/R M = 5.28/ PIA "# 3"O/A COL. O.D. = 3 //2" DIA. OF 7'-O" MAX. o= 4.949-/.75= 3.20" AL T. 57 -EEL H55 3.500 5r0.2/6" OR ALUM/NUM ROUND 7UBE 3" D/A COL. O.D. = 3 //2" M = (/320/ 2/2) P/A//N, 3.500" O.D. x 025" WALL 606/-T6. /0" D/A. A = 49 /N, 2 V-0" D/A. WIC) " DIA. OR 7" 50. PLATE M = 5./2 P/AV NOTE- LARGER P/PE AGTUALL Y U5ED ON PLAN P = 2,405+ a /-5 TORY FOR VIA METER5 OVER 5-6 A = r(V2)14 = 3.1400^2)14 = 78.5 w = 2405/78.5 = 3/ P5/ FOOTING DE5/GN M = 3/(325 2)/2 = /64V P7• = x(4O*1O)z,9 2/41/.25 GK. l/4" PLATE Cn%5ERVAnVE1-E,e = 4q.060^-2 5 = /(0.25 2l/6 = 0.0/04 /N. A/.5.C. /3ZZj ED/r/ON F//. Q� =2,405# MAsrEEL = 0.0/04(0.75x36,000% = 28/"#,> 164V MA Auw bas/ -r6 = 0.0/04(28,000) = 29/ "#.> /64V SO/L BRNG. NET = /,500 - /50 = I,35O P51= PLATE CONNECT/ON P _ 2405 _ 50FTNG. = - /•33' 5AY /6" 50 V = 414# < /,054# ((/)3/8 "d HIL T/ KW/K SoL T 3, SEEGOLUMN� SOX BRNG /3g0 3-//2" EMBED) OE5/6N USE.•_ 415E• /O." DIA. OR 7"50. X 1/4" BEA. RW5 FLATE.,IA36.5TEEL OR /6'." 50: x /2" DEEP FOOT/N6 606/-T6 ALUM/NUM) FOR ALL 57 -A/R D/A. AND ONE STORY. FOR 7 =0" MAX. /-57-0RY 5TA/R. f 4-3/B" D/A. M/N HIL T/ KW/K BOL T 3 ANGHOR5, /,500 P.5. F. 50/L. (TORalE 20 FT, -LBJ, 3 //2 E5.R.-/365 02-0/-/0, L.A: R.R. 25577. NOTE.•' 15A5E IE D/MENS/ON5 5HOWN ABOVE ARE MIN/MUM D/MENS/ON. CONFIRM AG TUAL BA5E 9 D/MEN5'/0N 415ED W/TH MANUFAG7URER OR ON APPROVED PLANS .• WOOD Engineering, ilUc• .. SUBJEG,_5P/RA;L.__ _ ..,SHEETNOr ..79 OF_ WWD�Eiigtneerjng,'inei SIJBJEUr _5P/RAL ,SHEET NO:••eO OF_ so<,,; � 57 65-62 s :n.��"n 5TA/RWAY BS -62 JOB JOB No. JOB NO. eoe /- 7-// soe Lo /- 7-// wa THE IRON ° 'E FOR THE IRON 100400040 FOOTHILL ULEvVAARO 10040 Fooe TMR�u DATE RANCHO CUCAMONGA,-CA 91730 (909) 989.2087 - FAX (904) 989-8106 DESIGNED BY�`� . W RANCHO CUCAMONGA; CA 91730 (909) 989-2087 - FAX(909)989-8106 DESIGNED WC - W SHOP SHOP COL•UMM, =01 DIA: X-24-6) HIGH-5P1RA'L' 5-TAIRWA•Y COLUMN•DE5/GN 6'-0 "'01A X:2.4' HIGH 2-57_0RY (LATERAL SUPPORT LANDING AT L2=0") _--700 DEG. 2 -STORY 31-d FLOOR Pmox = 2 5515 P5F)rrD 2/4 = 96./7 D 2 # 4 " O.D. COLUMN Pmox BEND/NG = (98. /7 O 2)/2 = 49.08 0^2 # ry 3 //2" O.D. INNER a = 0.4244 R OR 02L220 COLUMN LAND/NG Mmax = 49.08 (0.2/22)D 3 = /0.4/ D 3 FOR D = 6'-O", Mmax = 2249+ Pmax = 3534# TYP. TREAD COLLAR �l 4-5//6 " D/A. 5ET SCREWS PIPE 3.5" DIA. X - 57RON6 5TEEL 4"0.0. COLUMN (fyM/N. = 35 K5I) A OETA/L / A = 3.44 /N2 h14AX = /2 -O" 5=2.177IN. 3 K= /.0 217d FLOOR r _ /.3/" K//r = (/(/2.0)/2)//3/ _ //O hkjr-111LANVIN6111777 `--F� PIPE 3 //2" fo = 3.53/3.44 = /03 KS/ <'11.30 KSl X -STRONG 57EEL OR fo/Fo = 1.03//1.30 = 0.09 r 0.15 PIPE 3 //?" fb = 7"�� O SCHEDULE 60 606/-T6. o2/�O SSIALUM/NUM TA 7-kU 4"0.0. ,� fMALD�W &f04 4T64 DEPA r 1..O "01A. + D.65 = D.74 Fa F PPfO2 _ED APPROVED /0 X3/8"BEARING PLATE I WK4V 31e " VIA. HIL T/KWIK3�51LT3 FOR CONSTRik-MoN E.• P/PE 3. " O A. X - R NG A53 RADE B y 1st FLOOR DATE BY /-6"50.X/2" DP. 5TA/R ELEV,IA TION PAD FOOT/NG WOOD Engineering, Ine. Su81Ea 5P/RAL SHEETNO.8/ OF_ WOOD Engineering, Inc. SUBJECT SP/RAL SHEETNO. B2 OF_ Smrnbzf& re�arvg 5 FA IRNA Y 65-62 �2« 5 rA/RfNAY 61-82 AIt i JOB NO. JOB NO. lttE &Atw D-401 C- D FOR THE /ROH �B THE IRON 100400040 FOOTHILL�BOULEVARD DATE 10040. FOOB 71-IILL Bo DATE ONGA, CA 91730 (909) 989-208CHO 7 FAX (909) 989-8106 DESIGNED BY �� W • RANCHO C7 - FA (9 ) 9 91730 (909) 989-2(187 - FAX (909) 989-8106 DESIGNED BY �' . W . 5HOP SHOP COLUMN DE5161V - 6'-0" 0/AM. x 24' H/GH ALUM/NUM BA55 PLATE 6' DIA. X 24' H/GH 2 -STORY TRY P/PE 3 //1" 01A M. SCHEDULE 80 606/-7-6 ^4 a = 5" - 2" = 3" /O" DIA., A= 70.5 /N-2 A = 360 IN. 2 1 = 6.28 IN. 5 = 3.14 IN. 3 r = /31 IN. Rw? = 5.8 M = (K3 % 212) FIA = 4.5(P/A/ KL/r = /2x/2//3/ = 1/0 P = 3,534# PIA = 3534/78.5 = 45.0)1-,51 --5EE COL. DES/GN MN5/01V /N BEAM Fw = 24.0,<51 M =45,K32)12 = 203 "# < 28/ (//4" PLA TE, a 7'06A. l -STORY COLUMN 950MFRE55ION <29/ (ALUMINUM) 4" O.D. COL. 5=5.6<66 Fo = 20.2-0./26KL/r = 20.2-0./26(//0.) = 20.2 - /3.66 = 6.34 K5/ Mcol = 2249# V = -22417'#129. 75' = 257# Vror =.257 * 2/0 = 467# < /,70/# 5HT. 75 COLUMN COMPRESS/ON ELEMENT < 700# 5HT. 75 5 = 5,6.> 1.4 < 1,054# 5HT. 78 < I4/ Fo = 12.1-0.799. RdE FOOTING 51ZE = 22./-0.799 5.6 = 22./-/42 = -20./6 K5/ L _ P 3534 1.61'5A Y20" SQ GOMPRE55/ON /N BEAM __ 50/L BRNG 5=5.6<29 Fc = 25 K5/ NOTE. U5IN65 rEEL 5EG TION AG 7UAL STRESSES 15 1.2' CON5ERVA r/ VE V/ IE rO 514ALLER 5EG r/ON ` PRO11ERr/E5 OF 57-5EL 5EG r/ON. e to -4.03, Fd = 6.34 'K51 moo• fa/Fd = 1.03/6.34. = O. /b .V 0,15 U5E.- /0" DIA. X 3/6" BEAR/NG PLATE (A36 5TEEL OR , fo/Fo + f61Fb =. O./6 + (9.09+4.6.4)/24 = O /6 + 0.57 = 0.73,r 1.0 606/- rb ALUMINUM/ /'V (4) 3129 " D/A. HIL T/ K53. ANCHOR5.AND 20" 50. X /2." DEEP PAD USE P/PE 3 //2" D/AM. 5CHED1JLE 60 ALUM/NUM 6061-T6. FOOT/NG N1 1500 P5F 50/L. .. - WOODS-TnC:SUBIECT-SP..LRi4L n ....... _SHEET NO.-83-OF=.:,^^WOOD' �y � Y�Ci suBIEGG.SP/RAL.. .. :.SHEET NO. 0.4 OF:. .. 5)> 5TAIR4VAY 6S -6Z '� 5rAIR/NA)" 65-62 JOB NO. rm Sa6mgy JOB NO. Cb -&& Br85L Ov?'PP 1 -7 -II G'rmmm6/BRAriknadBn}Sp /- 7-H THE IRON 10040 FOOTHILL BOULEVARDFOB DATE 10040 FOOTHILL BOULEVARD FOR THE IRON DATE RANCHO CUCAMONGA,"CA 91730 (909) 989-2087 • FAX(909)98"106 DESIGNED RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BYE- . W SHOP SHOP HANDRAVL= HANORAlb k CHECK ALUM/NUM OR BRA5541. GHEGK ALUM/NUM OR 5RA55 CHK. RAIL r0 D/5TR/BYTE ALLOWABLE 5TRE55 200 # TO 4 BALLU5 rER5 Fb5RA55 = //7(/6)//65 = /2 76 M = (200/4.)(2//2) + (200/4)(2/ + 2112) Fb 6RA55 = 124(40)/10(/ 95) = 25K51 = 525"# + 1575 = 2/00 " # A67UAL 5TRE55: 155E NEXT SHEET FDR OR ALLOkVABLE 5TRE55) ¢ Fb ALUM = /./7(35)/165 = 24.6 K51 606/- r6 //6 " WALL 5 = 0.096/75 /(15)"4- (125)^4) = 0172 PLAN / FbALUM = 124(36)/10(195) = 24.2K51 606/-r6 1 //2" D/A. t /,5 5 = 0.096/75= 4 = 0113 HANDRAIL OR FbALUM = 117(/6)/1.65 = 113 < 12.76 1 1/4" DIA. 125 ft.?BALLU5 rE, 3003-H14 /5" D/A. = 2100/0./72 FbALUM = /24(/9)/10(195) _ /2./ < /2.76 = /2.24 KSl ,, 11.30 3003-H14 ALUM.3003-HI4 < /2.76 BRA55 50# 3003-H14 ALUM. 8,$ OVER O.K. PORT/ON OF 200# LOAD WILL MAX BE MAN5FERRED INTO AXIAL TREAD LOAD THROUGH CIRCULAR TEN510N. 6 CK. OAK HANDRAIL -� fb 5 = 20. 751 2 16 = 102/ OAK HANDRA/L 1-25"01A. = 210010.1/3 BOL r fb = 2/001102/ = 2057 - = /6.56 K51 <24.2 K51 (606/-r6 ALUM.) Fb = //50 x /5 = 1725 - 2057 /93g OVER O.K. /14 " "ALL 1 //4 " " 5EE PREVioU5 5HEEr 51,,�4' „ x, //4 THICK 0.DIA. /(/25)4 - (0.75/"4� l/6„ = 096/751 USE. O.D. //4" O.D. X //6'?NALL 606/-T6 ALUM. OR l 112" X //6" WALL 3003-H14 ALUM. OR 125 = 0./67 543-94 5 H56 BRA55 OR 1314 " X -2 " OAK A HANDRAIL OR 1-1/4" O.D. x 114"WALL 343-94 H56 BRA55 fb = 2/00 / 0.167 = /256 < 12.76 BRA55 WOOD Engineering, Inc. SDBJECT 7r/Ki`'1L SHEETNO.'V� OF WOOD Fngineering, Inc. I Sua- S/"/KAL SHEETNO.eb OF sv.c *&Iph-y 57AIR/NAY 85-82 ,,,, ,,,,;,m STA/R/NA)' Mb74&A.yy JOB NO. 7Mo24E/ DY JOB NO. 8S -e2 10040 FOOTHILLS BOULEVARD FOR THE IRON DATE /- 7-// looao FooB THiu BOULEVARD FOR THE /ROH °A� /-7-// RANCHO CUCAMONGA, CA 91730 RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 SHOP DESIGNED BY ---=l W (909) 989-2087 - FAX (909) 989-8106 SHOP DESIGNED OALLU57-ER 5/l6" D/A. GK 3/4" X 3/4" 5HOLE 0L1D � H = 38" V. _ /0.3/3 P = 200/4 = s0# nl 51 M = 50 x 36 = /900 "# 5 = 0.75[(0.75) 3 - t10.313)^31 3/4" 6(0.75) = 0.0652 3/4" X.314 ®BOL T HOLES Z = (0.75/4)((0.75) 2 - 40313)^2) = 0.087/ 5TEEL [LbdJ /!r 2J = !3e/o. 7s/I /!o. 7s 2J = 51 /0.08EJ / [FyJ = /0.08(29E6)J / [3b(E9)1 = 64 > 5/ Mn= MP= FyZ</.6My Mn = 36,000(0.087/) = 3,136"# Mn 112L, = 3,/36//67 = /,6749"#- /,,700"# /Z OVER OK SO K5.4 5 MEL U5E0 ALUM/NUM fb = /900/0.0652 = 29.14 ti 28 K5/. ALUM. 606/-T6 4% oVER ow. GK. 3/4 " 50. x /6 6A. P = - 50# M 50 x H" = SOH" # 5 =0.7-5/0,675 0.75 3 - 0.6 0.63 3 = 0.0353 0.06" 0.75" Z = [(0.75(0.75) 2)/41 - [(0.63(0:63/: 2)141 = 01055 - 0.0625 = 0.0430 WOOD Engineering, Inc. 'SUBIECT. 7!'/K iL SHEETNO. D / OF- �Q;,6�,,;m 5TA/R/NA>' 85-82 r2b74&-W JOB NO. gam co .�cm m�ewa 10040 FOOTHILL BOULEVARD FOR THE IRON Da1E RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX(909)989-8106 SHOP DESIGNED BY -T W GH€GK-OALLU57-ER FOR -200# VERT. /COMP. GRIT) BY COMPARISON TO 200# LATERAL, P= 50 # r =4 0.75 (0.75) 3 - 0.63(0.63) - 3= 10.3/64 - 0./575= 0283 12(0-056v A SUPPORTED B)- CIRCULAR HANORA/L K L/r = /0(38)/0283 = 134 FA = 8.32 KS/ BY /N5PEGT/ON, Po/%w = O./656 X 8.32 = /38 k � ,5O # ALUM/NUM NOT CRIT/CAL. 1,155. BALLU5TER A5 NOTED ON PREVIOUS 5HT. CHECK INTERMEDIA TE RAIL 5 4 " 0/6 (T)-).) L = 38" OR 32' P = 50#/3 = l7# POINT LOAD (50# ON ONE 50.FTJ R = 9# ' h M = /7(38)/4 _ 162V < 927"# 57 -EEL < 74/"# ALUMINUM (PREV/OU5 5HEET) GK CONNECT/ON TO TOP RAIL�BALLUSTER m h V = /3# NOT GRIT. m INTERMED/ATE RAIL5 TYP. U55. SAME A5 BALL115MR 314':kr3/4 z/66A.(0.06) !N/ GONNEG TOR ® BOTTOM !N/ 114--2o 5GREpv 8 5116 " 5E 5GRE/N d CONNEC TOR ® TOP W/ #/0x314 " SHEET METAL SCREW. BALLU5TER STEEL b/t = 0.63/0.06 = 10.5 Ap = 1.12(E/Fy)'O.5 = 112/29E6/50E3)"O.5 = 27 -> 10.5 COMPACT. FLANGE LOCAL BUCKLING AND WEB LOCAL BUCKLING NOT CRITICAL. Mn = MP = Fy Z = 50,000,y 0.0430 = 2,150"# l6My = /.60000)0.0353 = 2,024"# 21-90"# Mn /Db = 2,/SD/1.67 = /,287'+ HMAx, = /,287/50 = 25.7" 5A)'25" 38 - H = 38 - 25 = /3" 5AY /8" ALUMINUM b/t=/0.551=2/ .: Fb = 2/ K.3. I. MALLOW = 2/,000 x 0.0353 = 74/"# HmAx. = 741150 = /4.82 5A *r 15" bt; OVER OK 38-H=38-15=23" USE.- 3/4" x 3/4" 50L /0 To /8" ABOVE TREAD FOR 5TEEL 8 23" FOR ALUMINUM d 3/4 " x 3/4 " x /6 6A. (0.060 ") TO TOP HANDRAIL /Fy = 50 K.5/. STEEL $ 606/-T6 ALUM/NUM) SOrr 0ALLU57-5R CONNECT/ONSTEEL OR GK //4" D/A. M. 5. /15TAINLE55 5TEEL ? Z Vol/ow = 0.049 X 1OK51 = 490# ,> 288# mJ m CK. BRN6 ON TREAD A = 025 X-116" = 0.03/2 Pa//ow = 0.03/2 x 32K51 = 99B# -> 28B# 288a B" 'USE.• l/4" DIA. M.B. IN 5TEEL OR ALUM. 5052-H32. I mon WOOD -Engineering, Inc. r4*246 w a a�ao4r�ass�y, 10040 FOOTHILL BOULEVARD 989-2087 (909)CAM AX (909) 989-8106 SU87ECT 5P/RAL S 7-A/R/NA -' SHEETNO. 88 OF Joe NO. 85-82 /- DATE 7-// DESIGNED BY-- . W . _ FOR THE IRON SHOP 5P/RAL 57-A/RINAY- 6x6 Po5T #2 D.F. Fc = 700 E _ /3E6 E'n w = 0.47E6 L = 9'--O" Pmax = 7.76 9x/2/5.5 = 19.6 Fc' = 700 GONSERV. = 0.822(0.47E6)/[(19.6J"ZJ = 1,006 PSl Fce / Fc ` _ /006/700 = 144 _ 1+144 - / 1+14412 _ 1.44 GP 2x0.8 (2x0.8) 0.8 _ /.53 - 0.73 = 0.80 Fc = 700x0.80 = 560 C 625 Fct Pa = t'55,1-2 (560) = /6,940#,, 7760# CI BUIL_ F' APPROVED FOR CONSTR' CTION DATE I�b - BY- - _ _ WOOD Engineering, Lme. suai— SP/RAL SHEETNO. B9 OF_ WOOD iRC. 5<18JECf SP/RAL sNEET NO. 9O OF_ 5 TA/RNA Y s 1a 5 TA /RNA 65-62 Mb 2e JOB No.85-62 J08 NO. asnaac®r6BecilnamieJRbpcbspt, /-7-1/ cmrnmtid6BatbbnBn�e¢ffio�AP+ 1-7-1/ 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�� • W RANCHO CUCAMONGA. CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY�� W. 5HOP SHOP GUARORA/L (GUARD,) WALL OR GUARDRAIL (GUARD,) LOAD5 64VARORAIL HORIZONTAL (CONT-) BY OTHERS W = 20 P.L.F.�\ 5 TEEL GUARDRAIL _ 15/t = 1.35/0,075 = 0 OR 6'-6 " MAX. d p = 1.L2(E/Fy) OS = /.L2(29E6/36E6,)O.5 = 3-2,> /6 GON55RVATIVE COMPACT. FLANGE LOCAL BUCKLING ANO P = -200# ANYWHERE WEB LOCAL BUCKLIN6 NOT CRITICAL. P = 50# ON ONE SCJ. FT. ON INTERMEDIATE RAIL 5. Mn = Mp = Fy Z = 36,000 x 02267 = 6,233"# HORIZONTAL rr-F PLAN MVM? = 6,233//67 = 4,93O "# ,> 3,900 "# L = 6.5' W = 20 P.L.F. OR P = 200# 200# MW = (20(6.52) /.5 = /260 In. -lb. ALUM/NUM MP = (200(6.5x12)) /4 = 3900 in. -/b. b/t = /6 � 2I Rry = (6.5/2,)20 = 65# 50# I00# SO# Fb = 2/ K,5.I. RP = 200/2 = /00# OR 200# MAX. 6'-6" 6 =6" = 00 x 0./93 HAI 2/,0 n.. TOP RAIL LOAD M = 50#(6.5x/2) = 3900 iLB CANT = 421,0 "# 3,900"# D/5TR/BUT/ON' CK, /-//2 x I-1/2 x 0.075 (14 GAJ TUBE 200# 5 = ((l5(l SJ"3/ -(135(/.35) 3,)%//6(15),) = OM3 USE.• /-I/2 x 1-112.w 0.075 (114 GAJ TO SPAN 6 =6 " MAX. Z = ((/.5(15)"2J/4J - (11.35(135% 2J/4J Fy = 36 K5/ 5TEEL OR 6061-T6 ALUM/NUM. = 0.6436 - 0.615/ = 0-2267 /00# /00# SINGLE 5PAN 0.075:` �: 135" 0.075" 15" 50UARE TUBE AA �. ..... *� WOOD=En¢neeruig;''LtC� sUBJEOT-5P./RAL SHEET N0.. 9I. OF_ AA .r WWD"Enoneei%nM- Inti sUBJEQ 12 RAL -A ..sHEEr NO. q2 OF._.. s° � S:T 4 /RWA)' 65=82 57 IRNA 65-62 a (bmm W&fihmki Bu'ffi610-Pl SOB NO. /-7-// rib a C---- &fl—Am wold*vD-W �oB ND. /-7-// FOR THE IRON FOR THE IRON 10040 FOOTHILL BOULEVARD DATE 10040 FOOTHILL BOULEVARD DATE RANCHO CUCAMONGA. CA 91730 (909) 98942087 - FAX (909) 989-8106 DESIGNED BY • u/ RANCHO CUCAMONGA, CA 91730 (909) 989-2087 - FAX (909) 989-8106 DESIGNED BY --2-2- W. 5HOP SHOP 6UARDR'A. IL.._. , 10/0 G.B.G. /.2009 /BC. 0E516N LOAD5 5I/MMARY L/VE LOADS ' /NTERMED/iStTE?R 41L5:'� 4" Oy.C:..: 314 x. 314"' 16G.A.... MIFT = (50(3)14)12 = 450 in. lb. RIFT = 50 MAX. FLOOR2AND/NG: 40 P.5.F. M/P/GKET ® 4" 0. C. = 450/(/2/4,) = l50 in. lb. TREAD: 40 P,5.F. OR 300 LB. ON 4 5a -IN R/PIGKET = 50/(12/4) _ /7# SPEC/AL LOAO.5 GK 314x314x/6 GA (0.060 Lf/N.) NAsran = 927"# > /50 in. -lb. i9 HANDRAIL ANO GUARDRAIL: 200 LB. IN ANY DIRECTION. �-SNT. B6 INTERMED/ATE RAIL5: 50 LB. ON ONE 50.FT. MA Auµ( = 741 in. -/b. > 150 in. -/b. GK.INELD SNOW LOA05 V = /3# NOT GRIT. WELD l/6'irl/2" Pg = 40 P.5.F. GROUND 5NOW LOAD Pf = 0.7 Ge Gt / Pg = O. V-2)(/2)(10)40 USE. 3I4'k3/4'ir0.060 06 GA) 7UB/N6 6) 4"01C Fy = 36 K5/ OR 606/-T6 ALUM/NUM, I/6" x //2" FILLET WELD TOP B BTM. = 40.3 P. 5. F. 5AY 40 P..5. F. co = /2 5HEL TERED (MOST 5EVERE FAG TOR) CONNEC TIONS HORIZONTAL RAIL TO VERT/GAL Ct = /2 UNHEATED (MOST 5EVERE FAG TO);) P = 200# MAX. / = 10 (CATEGOR)' /U GK #l2 SCREW VALLOW = (9T(0216,) 214) l0 K5I = 366#0 200# W/ND DE5/6N DATA U5E• (1J #12 x 24 SCREW EA. CONNEC T/ON BASIC WIND SPEED: 90 M.P.H. (3-5ECOND 605TJ HORIZONTAL TO WALL ® 30' ABOVE GRADE. P = 200# MAX, GK (2J #/2 x 2" W 5. /N HF. W/ 0./20 5TEEL PLATE l 1/2" PEN. /" - 10 EXPOSURE.• G' Z = I43# x 2(15/(/0 x 0.216,)) = l99# •V 200# O.K WELD O_K. BY /N5PECTlON, INTERNAL PRE55URE COEFFICIENT.- N/A COMPONENTS AND CLA00/1V6: NIA USE.• (2) #1-2,, 2" W5. , BRACKET TO WALL 3TUD, / //2" PEN. WOOD Enginmrin& Me. SUBHEa yF SHEEPNO.l O SmcNd 65iJm*v s rA/RWA r as -e2 rrtb 24&.W .roe NO. Qvmmoa/bRBW6gAaq/i 10040 FOOTHILL BOULEVARDFOH rHE IRON DATE RANCHO CUCAMONGA, CA 91730 FAX SHOP W (907) 989-2087 - (909) 989-8106 DESIGNED BYE 2010 G.B.G. e 2009'/B. C. DE5I6N LOAD5 (CONT) EAR rHMAKE DE5/6N DA rA /E = Lo (OCCUFANC )' CA rEGOR)' / OR 55 = 285g si = I.3og 5/7'5 CLA55: D 5os = 1.0og 5,21 = 1.3og 5E/5M/C DES/GN CA rE&CRY.• E 5E15M1C FORCE RE515 MV& 5Y57 -EM.• ORDINARY MOMENT FRAME DE5/6N BA5E SHEAR: V = 0.391 /Np (A.5.D.) C5 = 0.333 A r 3o FT. ABOVE GRADE. R=3.0 ANAL Y5/5 PROCEDURE.• EQUIVALENT LATERAL FORCE iFf��9 LA QUiNTA BUILDING & SAFETY DEPT. AP3�'ROVED FOR CONSTF CTION DATE BY