Loading...
0210-282 (AR) Title 24i THE SUMMIT at PGA WEST - PLAN 313 LOT 55 La Quinta CITYPP OPP F LA QUINTA BUILDING .SAFETY DEPT. 1RR A®V® FOR CONSTRUCTION DATE lb Z� 0y BY_ Southern Hills Development, Inc. Jeffrey A. Matzek & Associates FOUNDATION ENERGY 27525 Puerta Real Suite. 103 Mission Viejo, CA 92691 949-348-2414 Certificate of Compliance: Residential (Part 1 of 2) CF -1 R The Summit at PGA West - Plan 3B Lot 55 09/29/2002 Project Title Date La Quinta. CA Project Address Building Permit # Foundation Energy (949) 348-2414 Plan Check / Date Documentation Author Telephone Compute''e Performance 15 Field Check / Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL, INFORMATION Total Conditioned Floor Area:. 4,869 ft2 Average Ceiling Height: 11.6 ft Total Conditioned Slab Area: 4,869 ft2 Building Type: (check one ,or more) Single Family Detached ❑ Addition ❑ Single Family Attached ❑ Existing Building ❑ Multi -Family ❑ Existing Plus Addition Front Orientation: (Southeast) 135 deg Number of Dwelling Units: 1.00 Number of Stories: 1. Floor Construction Type: ® Slab Floor FENESTRATION ❑ Raised Floor Location/Comments iic. aaraae. tvDlcal. etc. Exposed Slab w/R-0.0 Perimeter Insulation Covered Slab w/R-0.0 Perimeter Insulation Exterior Wall Exterior Roof Shading Devices Type Orientation Const. Component Frame Assembly Type Type U -Value Slab On Grade n/a 0.756 Slab On Grade n/a 0.756 R-19 Wall Wood 0.061 R-38 Roof Wood 0.028 FENESTRATION ❑ Raised Floor Location/Comments iic. aaraae. tvDlcal. etc. Exposed Slab w/R-0.0 Perimeter Insulation Covered Slab w/R-0.0 Perimeter Insulation Exterior Wall Exterior Roof Shading Devices Type Orientation Area Fenestration Exterior Overhang Side Fins SF U -Factor SHGC Shading Yes / No Yes / No Rear '(Northwest) 97.5 1.19 0.72 Bug Screen X❑ ❑ ❑ X❑ Rear (Northwest) 262.6 0.59 0.58 Bun Screen ❑X ❑ ❑ X❑ Rear (Northwest) 240.0 0.62 0.52 Buq Screen ❑X ❑ ❑ X❑ Right (Northeast) 77.5 1.19 0.72 Bug Screen X❑ ❑ ❑ X❑ Right (Northeast) 49.5 0.59 0.58 Bug ScreenX❑ ❑ ❑ X❑ Right (Northeast) 15.0 0.72 0.73 Bug Screen ❑X ❑ ❑ X❑ Front (Southeast) 40.0 0.55 0.65 Bug Screen ❑X ❑ ❑X❑ Front (Southeast) 57.5 1.19 0.72 Bug Screen ❑X ❑ ❑ a Left (Southwest) 68.0 1.19 0.72 Bug Screen ❑X ❑ ❑ X❑ Skylight 16.0 0.94 0.60 None ❑ X❑ ❑ X❑ Left (West) 38.0 0.55 0.65 Bun Screen ❑X ❑ ❑ 0 Right (Northeast) 8.0 0.77 0.36 Bug Screen 0 ❑ ❑ Q Run Initiation Time: 09/29/02 20:33:01 Run Code: 1033356781 Ener Pro 3.1 By Ener Soft User Number: 3412 Job Number. mbpga55 Page: 1 of 11 Certificate of Compliance: Residential (Part 1 of 2) CF -1 R The Summit at PGA West - Plan 3B Lot 55 09/29/2002 Project Title Date La Quinta, CA Project Address Building Permit # Foundation Energy (949) 348-2414 Plan check / Date Documentation Author Telephone Computer Performance 15 Field Check / Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 4-869f? Average Ceiling Height: 11.6 ft Total Conditioned Slab Area: 4-869f? Building Type: Orientation (check one or more) ' X❑ Single Family Detached ❑ Addition ❑ Single Family Attached ❑ Existing Building ❑ Multi -Family ❑ Existing Plus Addition Front Orientation. (Southeast) 135 deg Floor Construction Type: ® Slab Floor Number of Dwelling Units: 1.00 Number of Stories: 1 ❑ Raised Floor Component FENESTRATION Const. Frame Assembly Location/Comments Tvne t l_vab 11M (attic. aaraae. tVDICal. etc. Shadinq Devices Type Orientation Area Fenestration Exterior Overhang Side Fins SF U -Factor SHGC Shading Yes / No Yes / No Front (Southeast) 28.0 0.72 0.73 Bug Screen o ❑ ❑ a Front (Southeast) 36.0 0.77 0.36 Bug Screen X❑ ❑ ❑ X❑ Left (Southwest) 57.0 0.55 0.65 Bug Screen ❑X ❑ ❑ X❑ Left (Southwest) 60.0 0.77 0.36 Bug Screen a ❑ ❑ o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El F1 1:1 El El F] F1 El ❑❑ ❑ ❑ ❑ ❑ Run Initiation Time: 09/29/02 20:33:01 Run Code: 1033356781 EnerqyPro 3.1 By Ener Soft User Number. 3412 Job Number. mtzpga55 Page: 2 of 11 Certificate of Compliance: Residential (Part 2 of 2) CF -IR The Summit at PGA West - Plan 3B Lot 55 09/29/2002 Project Title Date HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location / pump, etc.) (AFUE/HSPF)(ducts, attic, etc.) R -Value Type Comments Central Furnace 80% AFUE Ducts in Attic 6.0 Setback LIVING HVAC Cerdal Eumace 80% AFUE Ducts in Attic 6.0 Setback SLEEPING HVAC i Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic; etc.) R -Value Type Comments Split Air Conditioner 12.0 SEER Ducts in Attic 6.0 Setback LIVING HVAC Split Air Conditioner 12.0 SEER Ducts in Attic 6.0 Setback SLEEPING. HVAC WATER HEATING SYSTEMS Rated 1 Tank Energy Fact! 1 External Water Heater Water Heater Distribution # in input Cap. or Recovery Standby Tank In§ul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (%) R -Value 2 - Small Gas ReclrGfrme+iemp L— 46.000 50 0.65 n/a n/a R3 SMITH FPCR-50- Small Gas ReciretTime+Tema 1 46.000 50 0.65 n/a n/a 2 For small gas storage (rated inputs of less than or equal to 75,000 BbAr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS French oor glass calculated per G-20 of Residential- glass plus 2" framing. This calculation is for Base Plan 3B Lot 55. 6OMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. The undersigned recognize that compliance ruing duct sealing and TXV's requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: Title/Firm: Southern Hills Development, Inc Address: 55161 Southern Hills La Quinta, CA 92253 Telephone: 760-771-1761 Lic. #: (signs ) (date) Enfo c ment Agency Na Title/Firm: Address: Telephone: Name: Benito Ramirez Title/Firm: Foundation Energy Address: 27525 Puerta Real #103 Mission Viejo, CA 92691 Telephone: 949 348-2414 (signature) date) JEnergyPro 3.1 By EnergySoft User Number. 3412 Job Number: mtzpga55 Page:3 of 11 1 Certificate of Compliance: Residential (Addendum) ' CF -1 R The Summit at PGA West - Plan 3B Lot 55 09/29/2002 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. I Plan I Field The HVAC System "LIVING HVAC" must meet all CEC Criteria for a Zonally Controlled system serving only Living Areas. The HVAC System "LIVING HVAC" has R-6.0 Heating Duct Insulation. Insulation levels above R-4.2 must be verified. The HVAC System "LIVING HVAC" has R-6.0 Cooling Duct Insulation. Insulation levels above R-4.2 must be verified. HIGH MASS Design(see C -2R) -Verify Thermal Mass: 1519 sgft Exposed Slab Floor, 3.50" thick at Living Areas HIGH MASS Design(see C -2R) - Verify Thermal Mass: 680 sqft Covered Slab Floor, 3.50" thick at Living Areas The HVAC System "SLEEPING HVAC" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. The HVAC System "SLEEPING HVAC" has R-6.0 Heating Duct Insulation. Insulation levels above R-4.2 must be verified. The HVAC System "SLEEPING HVAC" has R-6.0 Cooling Duct Insulation. Insulation levels above R-4.2 must be verified. HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1970 sgft Exposed Slab Floor, 3.50" thick at Sleeping Areas HIGH MASS Design(see C -2R) - Verify Thermal Mass: 700 sgft Covered Slab Floor, 3.50" thick at Sleeping Areas HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The HERS rater must document the field verification and diagnostic testing of these measures on a form CF -6R. Plan I Field The HVAC System "LIVING HVAC" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verifification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "LIVING HVAC" is using reduced duct leakage to comply and must have diagnostic site testing of duct leakage performed by a certified HERS Rater. The results of the diagnostic testing must be reported on a CF -6R Form. The HVAC System "SLEEPING HVAC' includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verifification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "SLEEPING HVAC" is using reduced duct leakage to comply and must have. diagnostic site testing of duct leakage performed by a certified HERS Rater. The results of the diagnostic testing must be reported on a CF -6R Form. I EnergyPro 3.1 By EnergySoft User Number. 3412 Job Number. mtz=a55 Pam:4 of 11 I Mandatory Measures Checklist: Residential (Page 1 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements fished on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures 1150(a): Minimum R-19 ceiling insulation. ❑ §150(b): Loose fill insulation manufacturer's labeled R -Value. Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does ❑§150(c): iI not apply to exterior mass walls). § 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent. §150(1): Slab edge insulation -water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. ❑X §118: Insulation specified or installed meets insulation quality standards. Indicate type and forth. ®§116-17: Fenestration Products, Exterior Doors and Infiltrabon/Exfi tration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures a§110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(h): Heating and/or cooling loads calculated in accordance with ASH RAE, SMACNA or ACCA. § 150(i): Setback thermostat on all applicable heating and/or cooling systems. §1506):' Pipe and Tank Insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with . insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined intemal/extemal insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees F. insulated. 6. Piping insulating between heating source and indirect hot water tank. EnergyPro 3.1 By EnergySoft User Number. 3412 Job Number. mtzpga55 Page:5 of 11 Mandatory Measures Checklist: Residential. (Page 2 of 2) MFA R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions:, Check or initial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) '§ 150(.): Ducts and Fans 1. All duds and plenums installed, sealed and insulated to meet the requirements of the 1998 CMC Sections 601, 603, 604 bnd Standard 63; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UI -181, UL181 A, or UL181 B. If mastic or tape is used to seal openings greater'than 1/4 inch, the combination of mastic and either mesh or tape stall be used. Building cavities shall not be used for conveying conditioned air. Joints and seems of dud systems and their components shall not be sealed with cloth back rubber adhesive dud tapes unless such tape is used in combination with mastic and' drawbands. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, dud board or flexible dud shall not be used for conveying conditioned air. Building cavities and support platforms may contain duds. Duds installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the duds. 3. Joints and seams of dud systems and their components shall not be sealed with doth back rubber adhesive dud tapes unless such a tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilation systems serving conditioned space have eitherautomatic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. 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. ❑ § 114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating, and no pilot. 2. System is installed with at least 36" of pipe between fitter and heater for future solar, cover for outdoor pools or spas. a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. X❑ §115: Gas fired central fumaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) ❑ §118 (f): Cool Roof material meet specked criteria Lighting Measures ❑ § 150(k)l : Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 IumensMNatt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. ❑ §150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumenstwatt or greater switched at the entrance to the room or one of the alternative to this requirement,_ allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. �3.1 By EnergySoft User Number: 3412 Job Number. mtzpga55 Page:6 of 11 Computer Method Summary ■ " �. (Part 1 of 3) C -2R The St im it at PCA west _ Plan 311 1 ot_55 Project Title MW 09/29/2002 Date I a (Jljinta, CA Project Address Building Permit # Foundation Fnergy (949) 348-2414 Documentation Author Telephone Plan Check/Date Gamputer Performance Compliance Method (Package or Computer) ►/ 15 Climate Zone Field Check/Date Source Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 3.27 3.98 -0; 71 Space Cooling , 34.17 .33.25 0.92 Domestic Hot Water 5.85 5.68 0.18 Totals 43.29 42.91 0.39 GENERAL INFORMATION X❑ Slab Floor Conditioned Floor Area: 4,869 Floor Construction Type: ❑ Raised Floor Building Type: Single Fam Detached Building Front Orientation: (Southeast) 135 deg Total Fenestration Area: 23.6% Number of Dwelling Units: 1.00 Total Conditioned Volume: 56,543 Number of Stories: 1 Slab Floor Area: 4,869 BUILDING ZONE INFORMATION # of Thermostat Vent Zbne Name Floor Area Volume Units Zone Type Type Hgt. Area 1 IVING HVAC 7 1QQ _277n7 0 d5 1 wine I hdngStat _2 n/a SLFPING HVAC 967 28,836 0_55 Sleenina_ ylP_e_pingStat 2 rata OPAQUE SURFACES Act Type Area U -Fac. Azm. Tilt Wall 210 _ 0.061 315 90 Wall 20-- 0.061 45 90 Wall 256 _ 0.061. 135 90 Wall 352 _ 0.061 925 90 Rnof 2,199 _ 0.028 135 Roof 2654 _ 0.028 135 —22 Wall 37 _ 0.061 270 90 Wall 111 _ 0.061 315 90 Wall 1,072 _ 0.061 45 gQ Wall 292 _ 0.061 ISL` _90 Wall 767 _ O061 _225 — 90 Solar Gains Y / N Form 3 Reference ►� ■ " �. MET MW ►/ ■ - • A,. Location / Comments Living Zone I raring 7nne 1 raring Inn ' Livine_zone ��zone Sleeping Znne Sleeping zone Sleenina Znne Slpenina one RlPeninn Inn Sleeping zone Run Initiation Time: 09/29/02 20:33:01 Run Code: 1033356781 EnergyPro 3.1 By EnergySoft User Number: 3412 Job Number. mtzpga55 Page:7 of 11 Computer Method Summary (Part 2 of 3) C -2R The Summit at PGA West - Plan 3B Lot 55 09/29/2002 Project Title Date FENESTRATION SURFACES # Type Bug Screen Area U- Factor SHGC Act. Azm. Glazing Type Tilt Location/ Comments L Window Rear (Northwest) 40.5 1.190 0.72 315 90 Single Comer But�loint Living zone 2 Window Reay (Northwest) 43.5 0.590 0.58 315 90 Double Bronze Living Zone 3 Window Rear (Northwest) 80.0 0.620 0.52 315 90 Double Bronze Living Zone 4 Window Rear (Northwest) 24.5 1.190 0.72 315 90 Single Comer But -Joint Living Zone 5 Window Rear , (Northwest) 26.5 0.590 0.58 315 90 Double Bronze Living Zone 5 Window Rear (Northwest) 24.5 0.590 0.58 315 90 Double Bronze Living Zone L Window Rear (Northwest) 32.5 0.590 0.58 315 90 Double Bronze Living Zone 8 Window Rear (Northwest) 32.5 1.190 0.72 315 90 Single Comer But -Joint Living Zone ' 3 Window Rear (Northwest) 16.0 0.590 0.58 315 _900 Double Bronze Living Zone 1Q Window Rear (Northwest) 80.0 0.620 0.52 315 90 Double Bronze Living Zone 11 Window Rear(Northwest) 4.6 9.5 0.590 0.58 315 90 Double Bronze Living Zone 12 Window Rear (Northwest) 43.5 0.590 0.58 315 90 Double Bronze Living Zone 1U Window Right -(Northeast) 34:0 1.190 0.72 45 90 male Comer But -Joint LMng Zone 14 Window Right (Northeast) 25.5 0.590 0.58 45 90 Double Bronze Living Zone 15 Window Right (Northeast) 43.5 1.190 0.72 45 90 Single Comer But -Joint Living Zone 16 Window Right (Northeast) 15.0 0.720 0.73 45 90 Double Glass Block Living Zone 17 Window Front (Southeast) 40.0 0.550 0.65 135 90 Double Bronze Living Zone 18 Window Front (Southeast) 57.5 1.190 0.72 135 90 Single Comer But -Joint Living Zone J-9- Window LeftS(_outhwest) 6.4 43.5 1.190 0.72 225 90 Single Comer But Joint Living Zone 20 Window Left (Southwest) 24.5 1.190 0.72 225 90 Single Comer But -Joint Living Zone 21 Skylight Front (Southeast) 16.0 0.940 0.60 135 22 Double Md Tinted Default Sleeping Zone 22 Window Left M90 38.0 0.550 0.65 270 90 Double Bronze Sleeping Zone 23 Window Rear (Northwest) 80.0 0.620 0.52 315 90 Double Bronze Sleeping Zone 24 Window Rear (Northwest} 66.6 0.590 0.58 315 90 Double Bronze Sleeping Zone 25 Window Right (Northeast) 12.0 0.590 0.58 45 90 Double Bronze Sleeping Zone 26 Window Right (Northeast) 12.0 0.590 0.58 45 90 Double Bronze Sleeping Zone 27 Window Right (Northeast) 8.0 0.770 0.36 45 90 Double Bronze Sleeping Zone 28 Window Front (Southeast) 18.0 0:720 0.73 135 90 Double Glass Block Sleeping Zone 29 Window Front (Southeast) 18.0 0.770 0.36 135 90 Double Bronze Sleeping Zone INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC_ Hgt. Wd. Len. Hgt. LEA REA Dist. Len. Hgt. Dist. Len. Hgt. 1 Bug Screen 0.76 9.0 4.5 11.0 0.5 11.0 11:0 2 Buq Screen 0.76 9.0 4.9 11.0 0.5 11.0 11.0 3 Buq Screen 0.76 10.0 8.0 11.0 0.5 11.0 11.0 4 By Screen 0.76 7.5 3.3 3.0 0.5 3.0 3.0 5 Buq Screen 0.76 7.4 3.6 3.0 0.5 3.0 3.0 6 Bug Screen 0.76 7.4 33 3.0 0. 30 3.0 7 Bug Screen 0.76 7.4 4.4 8.0 4.0 8.0 8.0 $ Bug Screen 0.76 7.4 4.4 8.0 4.0 8.0 8.0 9 Bug Screen 0.76 2.0 8.0 14.5 1.0 14.5 14.5 10 Buq Screen 0.76 10.0 8.0 14.5 4.0 14.5 14.5 11 Bug Screen 0.76 2.0 4.9 14.5 1.0 14.5 14.5 72 Bug Screen 0.76 9.0 4.9 14.5 4.0 14.5 14.5 13 Bug Screen 0.76 7.3 4.6 11.0 4.0 11.0 11.0 14 Bug Screen 0.76 9.0 2.9 13.0 3.5 13.0 13.0 15 Bug Screen 0.76 9.0 4.9 13.0 3.5 13.0 13.0 16 Bug Screen 0.76 5.0 3.0 2.5 0.5 2.5 2.5 17 By Screen 0.76 8.0 5.0 11.0 1.0 11.0 11.0. 18 Bug Screen. 0.76 9.0 6.4 1.5 3.5 1.5 1.5 19 Bug Screen 0.76 9.0 4.9 2.5 0.5 2.5 2.5 20 Bug Screen 0.76 7.4 3.3 5.0 0.5 5.0 5.0 i 21 None 1.00_ 22 Bug Screen 0.76 6.4 4.8 1.5 0.5 1.5 1.5 _ 23 Bug Screen 0.76 10.0 8.0 6.0 0.5 6.0 6.0 24 Buq Screen 0.76 9.1 7.3 6.0 0.5 6.0 6.0 25 Buq Screen 0.76 4.0 3.0 1.5 3.5 1.5 1.5 26 Bug Screen 0.76 4.0 3.0 1.5 3.5 1.5 1.5 27 Bug Screen 0.76 4.0 2.0 1.5 1.5 1.5 1.5 28 Bug Screen 0.76 4.5 4.0 2.5 0.5 2.5 2.5 29 By Screen 0.76 6.0 3.0 3.5 0.5 3.5 3.5 EneravPro 3.1 By FneravSoft User Number: 3412 Job Number. mtzpga55 Page:8 of 11 1 Computer Method Summary (Part 2 of 3) C-2R The Summit at PGA West : Plan 3B Lot 55 09/29/2002 Project Title Date FENESTRATION SURFACES U- ACt. Glazing Type Location/ # Type Area Factor ' SHGC Azm. Tilt Comments 3Q Window Front (,Southeast) 1R-0 0.770 0.36 135_ _20 Douhle Bronze Sleeping Zone 31 Window Front (Southeast) 10.0 0.720 0.73 135 90 Double Glass Block Sleepinq Zone 32 Window Left (Southwest) 38.0 0.550 0.65 225 90 Double Bronze Sleeping Zone 33 Window Left (Southwest) 19.0 0.550 0.65 225 90 Double Bronze Sleeping Zone 34 Window Left (Southwest) 30.0 0.770 0.36 225 90 Double Bronze Sleeping Zone, 35 Window Left (Southwest) 30.0 0.770 0.36 225 90 Double Bronze Sleeping Zone - - INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC HgL Wd. Len. Hgt. LEA REA Dist. Len. Hgt. Dist. Len. Hgt. 30 Bug Screen 0.76 6.0 3.0 3.5 0.5 3.5 3.5 31 Bug Screen 0.76 5.0 2.0 1.5 4.0 1.5 1.5 32 Bug Screen 0.76 6.4 4.7 1.5 0.5 1.5 1.5 33 Bu q Screen 0.76 6.4 2.4 1.5 3.5 1.5 1.5 34 Bug Screen 0.76 5.0 6.0 1.5 1.5 1.5 1.5 35 Bug Screen 0.76 5.0 6.0 1.5 3.5 1.5 1.5 I EnergyPro 3.1 By EneravSoft User Number. 3412 Job Number. mtzpga55 Pace:9 of 11 1 Computer Method Summary (Part 3 of 3) C -2R The Summit at PGA West - Plan 3B Lot 55 09/29/2002 Project Title Date THERMAL MASS FOR HIGH MASS DESIGN PERIMETER LOSSES Area Thick. Heat Type (air conditioner, Inside Location Type (sq (in.) Cap. Cond..Form 3 Reference R -Val. Comments Concrete. Hea eight 1,519 3_50 98 0.98 n/a _0 Livinglone / Slab on Grade Concrete. Heavyweight 680 3_50 28 0_98 n/a 2 Living Zone / Slab on Grade Concrete, He_yyweight 1,970 3.50 28 098 n/a 0 Sleeping Zone / Slab on Grade `Concrete. Heavyweight 700 3_50 28 0_98 n/a 2 Sleeping Zone / Slab on Grade PERIMETER LOSSES HVAC SYSTEMS Heating Equipment Minimum F2 Insulation Type (air conditioner, Type Length Factor R -Val. Depth Location / Comments Slab Perimeter 101 0_76 0.0 0 Living Zone Slab Perimeter _400 0.76 0 0 0 Living Zone Slab Perimeter 205 0_76 0 0 0 Sleeping Zone Slab Perimeter _ 50 0.76 0 0 0 Sleeping Zone HVAC SYSTEMS Heating Equipment Minimum Distribution Type 1 Tank Insul. Type (air conditioner, Type (furnace, heat Efficiencyy . and Location Duct Thermostat Location/ pump, etc.) (AFUE/HSPF)(ducts/attic, etc.) R -Value Type Comments Central Furnace 80%AFUE Ducts in Attic 6.0 Setback LIVING HVAC Central Furnace 80%AFUE Ducts in Attic 6.0 Setback SLEEPING HVAC Hydronic Piping Pipe , Pipe Insul. System Name Length Diameter Thick. Cooling Equipment Minimum Duct 1 Tank Insul. Type (air conditioner, Efficiency Location Duct Thermostat Location/ heat pump, evap. cooling) (SEER) (attic, etc) R -Value Type Comments Split Air Conditioner -12.0 SEE Ducts in Attic 6.0 Setback LIVING HVAC Split Air Conditioner 12.0 SEER Ducts in Attic 6.0 Setback SLEEPING HVAC WATER HEATING SYSTEMS Rated' Tank Energy Face 1 Tank Insul. Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby R -Value System Name Type Type Syst. (Btu/hr) (gal) Efficiency Loss (%) Ext. A O SMITH FPCR-50-234 Small Gas RecircMme+Temp �1 46,0Q0 50 0.65 n/a n/a A O SMITH FPCR-50-234 Small Gas Recirc/Time+Temp 1 46,000 50 0.65 n/a n/a 1 For small gas storage (rated input <= 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS French Door glass calculated per G-20 of Residential ECM - glass plus 2" framing. This calculation is for Base Plan 3B Lot 55. Computer Method Summary (Addendum) C -2R The Summit at PGA West - Plan 3B Lot 55 09/29/2002 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Plan I Field The HVAC System "LIVING HVAC" must meet all CEC Criteria for a Zonally Controlled system serving only Living Areas. The HVAC System "LIVING HVAC" has R-6.0 Heating Duct Insulation. Insulation levels above R-4.2 must be verified. The HVAC System "LIVING HVAC" has R-6.0 Cooling Duct Insulation. Insulation levels above R-4.2 must be verified. HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1519 sgft Exposed Slab Floor, 3.50" thick at Living Areas HIGH MASS Design(see C -2R) - Verify Thermal Mass: 680 sgft Covered Slab Floor, 3.50" thick at Living Areas The HVAC System "SLEEPING HVAC" must meet all CEC Criteria for a Zonally Controlled system serving only Sleeping Areas. The HVAC System "SLEEPING 'HVAC" has R-6.0 Heating Duct Insulation. Insulation levels above R-4.2 must be verified. The HVAC System "SLEEPING HVAC" has R-6.0 Cooling Duct Insulation. Insulation levels above R-4.2 must be verified. HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1970 sgft Exposed Slab Floor, 3.50" thick at Sleeping Areas HIGH MASS Design(see C -2R) - Verify Thermal Mass: 700 sqft Covered Slab Floor, 3.50" thick at Sleeping Areas HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The HERS rater must document the field verification and diagnostic besting of these measures on a form CF -6R. Plan Field The HVAC System "LIVING HVAC" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verifification of the TXV, or measure the Refrigerant Charge and.Airflow. The HVAC System "LIVING HVAC" is using reduced duct leakage to comply and must have diagnostic site testing of duct leakage performed by a certified HERS Rater. The results of the diagnostic testing must be reported on a CF -6R Form. The HVAC System "SLEEPING HVAC" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verifification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "SLEEPING HVAC" is using reduced duct leakage to comply and must have diagnostic site testing of duct leakage performed by a certified HERS Rater. The results of the diagnostic testing must be reported on a CF -6R Form. EnergyPro 3.1 By EnergySoft User Number. 3412 Job Number. mUpga55 Page: 11 of 11 HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE: (714) 632-1865 FAX: (714) 632-1314 LOADING : 1191 LJ•L?,,4- ROOF LOADING: ROOFING SHEATHING FRAMING INSULATION CEILING MISCELLANEOUS TOTAL D.L. LIVE LOAD TOTALLOAD FLOOR LOADING: FLOORING SHEATHING, FRAMING CEILING' - MISCELLANEOUS' TOTAL D.L. LIVE LOAD TOTALLOAD .PREFABRICATED WOOD TRUSSES 24" o.c. AND 11 7/8" TJI FLOOR JOISTS BY OTHERS. dE-25T (,A- Q 0rn%TA • _ JOB NO. 'Z BY L11V-4A I DATE 3 Of (-LILo s SH I- OF 51 CITY OF LA QUINTA BUILDING & SAFETY DEPT. InniMn Manufacturer shall . submit calculations and shop drawings to the building department and/or'engineer for review and approval prior to fabrication and erection. 16.00 psf 219 - flP>1- 34.00 psf 1.00 psf 2.00 3.00 2-50 1.50 10-00 psf 40.00 psf 43•5_PS$' SPECIFICATIONS : 1. Sketches of details in calculations are not to scale and may not represent true conditions on plans. Architect or designer is responsible. for drawinc detaiis in plans which represents true framing conditions and scale Details are intended to complement standard construction practice to be used _by_experienced and qualified contractors. 2. The structural calculations included here are for the primary system. The attachment of non - structure element is the responsibility of the architect or design unless specifically shown: otherwise. 3. The calculations, sketches, specifications and' reproductions are to be used only for this specific project, covered in this package and agreement Any other use is strictly prohibited. 4. All changes and or revisions for this project shall be submitted to Hoak & Shah Associates in writing for review and comment. These calculation are for "builders" package, omissions are expected 5. This material may not be reproduced in whole or in part without prior written.permission of Hoak 8 Shah Associates, Inc. FL Ir A&VF 1���� /�dT CONSTRUCTION FOR C 10.00 psf 3 , D 17-4 1.50v (M- BY DATE `� 2.00 1.50 2-50 lo. o PS 4 5 recce 0.50 X23 • S psV This set' of calculation is not valid unless wet signed 18.00 psf and sealed. Manufacturer shall . submit calculations and shop drawings to the building department and/or'engineer for review and approval prior to fabrication and erection. 16.00 psf 219 - flP>1- 34.00 psf 1.00 psf 2.00 3.00 2-50 1.50 10-00 psf 40.00 psf 43•5_PS$' SPECIFICATIONS : 1. Sketches of details in calculations are not to scale and may not represent true conditions on plans. Architect or designer is responsible. for drawinc detaiis in plans which represents true framing conditions and scale Details are intended to complement standard construction practice to be used _by_experienced and qualified contractors. 2. The structural calculations included here are for the primary system. The attachment of non - structure element is the responsibility of the architect or design unless specifically shown: otherwise. 3. The calculations, sketches, specifications and' reproductions are to be used only for this specific project, covered in this package and agreement Any other use is strictly prohibited. 4. All changes and or revisions for this project shall be submitted to Hoak & Shah Associates in writing for review and comment. These calculation are for "builders" package, omissions are expected 5. This material may not be reproduced in whole or in part without prior written.permission of Hoak 8 Shah Associates, Inc. • HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 MA JOB NO *44 Br 1 OT - DATE 3 2(0:..'% 1 SH OF &M, t L =1 b 4 7 �/ � r �� a I& i • MAJ 444o Ig?' w� ; /d'•ox',s 4- 1 /SOS Z.144, a '9' /¢i,,� slo o 6.� = A&ox r , /lo, o jos A e �/• .. p{! Of Vo4o Pa iv7 I 1��1 (r.JA _ Zt�. �i, 00. n4. x to CL3 4 HOAK & SHAH ASSOCIATES; Inc. CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 (,OA JOB NO BY es DATE SH_ OF HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 JOB NO �'lT BY LOT - DATE S 2(v 144"v 6r SH 4 OF 'F'4' ��� /�OonCp'�%� � 3laEA• rite = 10 t�s9Cv 17�r'j 2'47 15-30 2e7o tj', n s 2oJ.>'x Ce141 402:, 4 I �,� x21, - Seto �/. + LL, Ind. o e 4� rub C 2t9. we = 16, o -( 13, s #i. o tka 6 A I0 n4--. it 3y7) 314 K4 h.g.'; HOAK & SHAHASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 9287 PHONE (714) 632-1865 FAX (714) 632-1314 I JOB NO DATE �` SH OF 7 JW Leto 1 - *L/1 - ��,; n 7�- /6 5' " /* ,,Tyw I WL - /6, �.c �'• t' - /04 ,04 ,T 3 //7ol L'L-/014 /s' em 3 ry oz A -'k'" 1,Xo K 1-2"c 121(PIA14 = '16"g x le'.. 17e #% lop °l9 WLs B� ' L1? 'g6'+ o• f. "t, Lr-;, ?: `?Yo t, r-iz- �+JV-D Q re -1. Q HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 431z'i- *916 4691� ;4 1-( JOB NO BY z.. DATE 3.I.Z C" SH (.(i ' OF �J No d 1768 i i k,� , �.t /8•w� s- owl 44ij, Apt /6. r l f ¢':'7v css� LoA*) a 1 = 6L6 01� c' -KCyz far• I2 HOAK & SHAH ASSOCIATES,INC. CONSULTING ENGINEERS 3920 E. CORONADO ST., SUITE 203 ANAHEIM, CA. 92807 PH.(714)632-1865 FX.(714)632-1314 TIMBER JOIST & RAFTER DESIGN ROOF FRAMING 0E Title: PGA-WEST,LA GUINTA, CA. Scope: PHN COMPA4Y Job 1: 2044 / LOT _ Designer: LNH /6 , cam, Misc: PGIE 3 Date: 0512010013-2-i'-671 Page: ; PGA-WEST,LA GUINTA, CA. PHN COMPANY 2044 V4.4C1 c 1983-9; ENERCALC HOAK & SHAH ASSOCIATES, INC., KW -060912 RFTR1 OKI BM2 BM3 BM4 BM HDR1 DESIGN DATA - 1 2 3 / 5 6 7 - Timber Section 2X8 .75x18.0 6.75x18.0 4X12 012 6.15x18 0 6X12 ....Depth in : 7.25 18.00 18.00 11.25 11.25 18 0 11.50 ....Width in : 1.50 6.75 6.75 3.50 3.50 75 5.50 Le: Unsupp ft : 0.00 0.00 0.00 .00 0.00 .00 0.00 Fb- Allow psi : 1005.00 2400.00 2400.00 87 .00 875.00 24 0.00 1350.00 Fv- Allow psi 95.00 165.00 165.00 95 00 95.00 5.00 85.00 Elastic Mod. ksi : 1600.00 800.00 1800.00 1600. 0 1600.00 1 00.00 1600.00 Load Duration ;actor 1.25 1.25 1.25 1. 1.25 1.25 1.25 Stress Ratio - » : 0.B8 0.47 0.48 0.6 0.81 0.18 0.59 CENTER SPAM -OK- -OK- -OK- -OK- -OK- -OK- -OK= Span length ft : 14.00 32.00 30.00 14.00 14.00 6.50 18.33 Uniform DL plf 32.00 65.00 192.00 120.00 48.00 48.00 126.00 Ll plf 27.00 20.00 144.00 80.00 20.00 20.00 112.00 Point DL 1 : 0.00 0.00 0.00 0.00 840.00 ' 2640.00 0.00 LL 1 : 0.00 0.00 0.00 0.00 560.0 1920.00 0.00 X -Dist ft : 0.00 0.00 0.00 0.00 9.0 2.50 0.00 RESULTS Mmax I Cntr k -in : 17.35 4 .16 453.60 58.80 8 87.99 119.95 X -Dist ft : 7.00 1 .00 15.00 7.00 .96 2.51 9.16 REACTIONS Left: Dead load 1 : 224.00 264 .00 2880.00 840.00 V6,0�. 0 1780.62 1154.79 Live load 1 : 189.00 1920 00 2160.00 '560.00 . 1246.54 1026.48 Right: Dead lead 1 224.00 2640 00 2880.00 840.00 76.0 1171.38 1154.79 Live load 1 : 189.00' 1920 0 2160.00 560.00 500.00 803.46 1026.48 STRESSES -OK- - - -OK- -OK- -OK- -OK- -OK- Fb.. Allow psi : 1507.5 2579 5 2596.2 1203.1 1203.1 3000.0 1687.5 Fb.. Actual psi 1320.0 1201 0 1244.4 796.4 971.1 241.4 989.4 - - Fv.. Allow psi : 118.75 - --206: _ �-- 206.25 118.75 118.75 206.25 106.25__ Fv.. Actual psi 52.41 51. 55.59 46.22 50.00 36.10 46.21 DEFLECTIONS Center... Dead Load in : -0.363 -0.65 -0.593 -0.15 -0.174 0.004 -0.287 X -Dist ft : 1.00 16.0 15.00 7. 1.37 3.03 9.16 0. Ratio 463 58 608 1 6 965 1 561 767 lave load in : -0.306 -0.479 -0.444 -0. 04 -0.100 -0. 03 -0.255 X -Dist ft : 7.00 16.00 15.00 .00 7.37 3 03 9.16 li Ratio 549 801 810 1614 1672 249 5 862 Tc:al Defl in : -0.669 -1.139 -1.037 .260 -0.275 -0.00 -0.542 X -Dist ft : 7.00 16.00 15.00 7.00 7.37 3.0 9.16 Ratio 251 337 347 646 612 10302 406 V4.4C1 c 1983-9; ENERCALC HOAK & SHAH ASSOCIATES, INC., KW -060912 HOAK & SHAH ASSOCIATES,INC. Title: PGA-WEST,LA QUINTA, CA. CONSULTING ENGINEERS Scope: PHH COMPANY 3920 E. CORONADO ST., SUITE 203 "' Job 1: 2044 ANAHEIM, CA. 92807 LLT - Designer: LWH PH.(714)632-1865 FX6(714)632-1314 Misc: PtAij3 Date: 05/20/00 / 3 -2 & -O l Page: --a TIMBER JOIST & RAFTER DESIGN . PGA-WEST,LA QUINTA, CA. PHH COMPANY ROOF FRAMING TWO 2044 V4.4C1 c 1983-96 E�:RCALC HOAK & SHAH ASSOCIATES, INC., KW -060912 HDR2 HDR3 HDR4 HORS HDR6 HDR7 8M6 DESIGN DATA - 1 2 3 4 S 6 1 = Timber Section 4X10 4X4 08 04 4X6 06 6X10 ....Depth in : 9.25 3.50 7.25 3.50 5.50 5.50 9.50 ....Width in : 3.50 3.50 3.50 3.50 3.50 3.50 5.50 Le: Unsupp ft : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fb- Allow psi 875.00 875.00 875.00 875.00 875.00 875.00 1350.00 Fv- Allow psi : 95.00 95.00 95.00 95.00 95.00 95.00 85.00 Elastic Mod. ksi 1600.00 1600.00 1600.00 1600.00 1600.00 1600.00 1600.00 Load Duration Factir 1.25 1.25 1.25 1.25 1.25 1.25 1.25 Stress Ratio - » : 0.38 0.80 0.80 0.25 0.44 0.60 0.68 CENTER SMN -OK- -OK- -OK- -OK- -OK= -OK- -OK- Span Length ft : 8.33 3.00 6.00 3.00 6.00 7.00 15.00 Uniform DL plf : 126.00 342.00 342.00 108.00 108.00 108.00 108.00 LL Of 112.00 304.00 304.00 96.00 96.00 96.00 96.00 Point DL 1 : 0.00 0.00 0.00 0.00 0.00 0.00 423.00 LL 1 :- 0.00 0.00 0.00 0.00 0.00 0.00 360.00 X -Dist ft : 0.00 0.00 0.00 0.00 0.00 0.00 10.00 RESULTS Morax @ Cntr k -in : 24.77 8.72 34.88 2.75 11.02 14.99 94.34 X -Dist ft : 4.16 1.50 3.00 1.50 3.00 3.50 8.80 REACTI04S Left: Dead Load 1 : 524.79 513.00 1026.00 162.00 324.00 378.00 951.00 Live load 1 : 466.48 456.00 912.00 144.00 288.00 336.00 840.00 Right: Dead Load 1 524.79 513.00 1026.00 162.00 324.00 378.00 1092.00 Live Load 1 466.48 456.00 912.00 144.00 288.00 336.00 960.00 STRESSES -OK- -OK- -OK- -OK- -OK- -OK- -OK- Fb.. Allow psi : 1312.5 1640.6 1421.9 1640.6 1421.9 1421.9 1687.5 Fb.. Actual psi 496.3 1220.4 1137.7 385.4 624.3 849.7 1140.4 Fv.. Allow --psi.:-118.7.5- 118.75 118.75 118.75 118.15 118.75 106.25 Fv.. Actual psi 37.35 94.92 91.65 29.98 40.69 48.22 r - - 54.22 DEFLECTIDNS Center... Dead -oad in : -0.03Y -0.031 -0.056 -0.010 -0.041 -0.075 -0.265 X -Di!: ft : 4.16 1.50 3.00 1.50 3.00 3.50 7.70 DL Rano 2705 1156 1284 3660 1775 1118 678 live-oad in : -0.033 -0.028 -0.050 -0.009 -0.036 -0.067 -0.233 X-Di�* ft : 4.16 1.50 3.00 1.50 3.00 3.50 7.70 LL Ri:io 3043 1300 1445 4117 1997 1258 772 Total )efl in : -0.070 -0.059 -0.106 -0.019 -0.077 -0.142 -0.499 X -Di! ft : 4.16 1.50 3.00 1.50 3.00 3.50 7.70 Ratit 1432 612 680 1938 . 940 592 361 V4.4C1 c 1983-96 E�:RCALC HOAK & SHAH ASSOCIATES, INC., KW -060912 HOAK & SHAH ASSOCIATES,INC. Title: PGA-WEST,LA 4UINTA, CA. CONSULTING ENGINEERS Scope: PHH COMPANY 3920 E. CORONADO ST., SUITE 203 Job 1: 2044 A,:...�;�°' ANAHEIM, CA. 92807 LOT - Designer: LWH /g PH.(714)632-1865 FX.(714)632-1314P Misc: � 3' Date: 05/20/00 /l 6,.01 Page: TIMBER JOIST & RAFTER DESIGN PGA-WEST,IA GUINTA, CA. PHH COMPANY ROOF FRAMING THREE 2044 V4.4C1 (c) 1983-96 ENERCALC HOAK 6 SHAH ASSOCIATES, INC., KN -060912 HDR8 HDR9 HDR10 HDR11 HDR12 HDR13 HDR14 DESIGN DATA - 1 2 3 4 5 6 7- Tiaber Section 6X10 5.12542.0 6.75x12.0 04 08 4X4 04 ....Depth in : 9.50 12.00 12.00 3.50 7.25 3.50 3:50 Width in : 5.50 5.13 6.75 3.50 3.50 3.50 3.50 le: Unsupp ft : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fb- Allow psi : 1350'.00 2400:00 2400.00 875.00 875.00 875.00 875.00 Fv- Allow psi : 85.00 165.00 165.00 95.00 95.00 95.00 95.00 Elastic Mod. ksi : 1600.00 1800.00 1800.00 1600.00 1600.00 1600.00 1600.00 Load Duration Factor 1.25 1.25 1.25 1.25 1.25 1.25 1.25 Stress Ratio -» : 0.97 0.61 0.61 0.32 0.53 0.27 0.45 CENTER SPAN -OK- -OK- -OK- -OK- -OK- -OK- -OK- Span Length ft : 6.00 12.00 20.00 2.00 7.00 3.00 4.00 Unifors DL plf : 141.00 546.00 134.00 234.00 0.00 117.00 117.00 LL plf 120.00 480.00 208.00 208.00 0.00 104.00 104.00 Partial Length DL plf 405.00 0.00 0.00 0.00 165.00 0.00 0.00 LL plf 360.00 0.00 0.00 0.00 112.00 0.00 0.00 . X -Left ft : 3.00 0.00 0.00 0.00 0.50 0.00 0.00 X -Right ft : 6.00 12.00 20.00 2.00 6.50 3.00 4.00 Point DL 1 : 2025.00 0.00 1296.00 0.00 329.00 0.00 0.00 LL 1 : 1800.00 0.00 1152.00 0.00 224.00 0.00 0.00 X -Dist ft : 3.00 0.00 1.00 0.00 0.50 0.00 0.00 Point DL 1 : 0.00 0.00 0.00 0.00 329.00 0.00 0.00 11 1 : 0.00 0.00 0.00 0.00 224.00 0.00 0.00 X -Dist ft : 0.00 0.00 0.00 0.00 6.50 0.00 0.00 RESULTS Mmax @ Cntr k -in : 103.60 221.62 280.09 2.65 23.26 2.98 5.30 X -Dist ft : 3.00 6.00 9.73 1.00 3.50 1.50 2.00 REACTIONS left: Dead load- - 1 : 1739.25 3276.00 3571.20 . 234.00 824._00 175.50 234.00 Live Load 1 : 1530.00 2880.00 3174.40 208.00 560.00 156.00 208.00 Right: Dead Load 1 : 2346.75 3276.00 2404.80 234.00 824.00 175.50 234.00 Live Load 1 : 2070.00 2880.00 2137.60 208.00 560.00 156.00 208.00 STRESSES -OK- -OK- -OK- -OK- -OK- -OK- -OK- Fb.,. Allow psi 1687.5 3000.0 2815.5 1640.6 1421.9 1640.6 1640.6 Fb.. Actual - psi : 1252.3 1801.8 1729.0 371.1 758.6 417.5 742.3 Fv.. Allow psi : 106.25 206.25 206.25 118.75 118.75 118.75 118.75 Fv.. Actual psi : 103.23 126.12 75.39 .38.25 47.38 32.47 46.18 DEFLECTIONS Center... Dead Load in : -0.041 -0.192 -0.513 -0.004 -0.059 -0.011 -0.034 X -Dist ft : 3.04 6.00 9.87 1.00 3.50 1.50 2.00 Dl Ratio 1757 751 467 5701 1433 3378 1425 Live load in : -0.036 -0.169 -0.456 -0.004 -0.040 -0.009 -0.030 X -Dist ft : 3.04 6.00 9.87 1.00 .3..50 1.50 2.00 LL Ratio 1990 854 526 6413 2110 3801 1603 Total Defl in : -0.077 -0.360 -0.970 -0.008 -0.098 -0.020 -0.064 X -Dist ft : 3.04 6.00 9.87 1.00 3.50 1.50 2.00 Ratio 933 400 247 3018 853 1788 755 V4.4C1 (c) 1983-96 ENERCALC HOAK 6 SHAH ASSOCIATES, INC., KN -060912 HOAK & SHAH ASSOCIATES,INC. CONSULTING ENGINEERS 3920 E. CORONADO ST., SUITE 203 ANAHEIM, CA. 92807 PH.(714)632-1865 F X.(714)632-1314 TIMBER •JOIST & RAFTER DESIGN ROOF FRAMING FOUR Title: PGA-WEST,LA GUINTA, CA. Scope: PHH COMPANY Job 1: , 2044 :� ,7 T Designer: LWH / Misc: Date: 05/20/00 /3.2(p.Ql Page: PGA-WEST,LA GUINTA, CA. PHH COMPANY 2044 V4.4C1 C 1983-96 ENERCALC HOAK & SHAH ASSOCIATES, INC., KW -060912 HDR15 NDR16 HDR17 BM7 BMB DESIGN DATA - 1 2 3 4 5 - Timber Section 06 4X6 4X14 6.75x18.0 012 ....Depth in : 5.50 5.50 13.25 18.00 11.25 ....Width in : 3.50 3.50. 3.50 6.75 3.50 Le: Unsupp ft : 0.00 0.00 0.00 0.00 0.00 Fb- Allow psi : 875.00 875.00 875.00 2400.00 875.00 .Fv- Allow psi 95.00 95.00 95.00 165.00 95.00 Elastic Mod. ksi 1600.00 1600.00 1600.00 1800.00 1600.00 Load Duration Factor 1.25 1.25 1.25 1.25 1.25 Stress Ratio -» : 0.73 0.88 0.68 0.67 0.86 CENTER SPAN -OK- -OK- -OK- -OK- -OK- Span length ft : 6.00 6.00 3.00 21.00 10.00 Uniform DL plf 180.00 216.00 0.00 94.00 273.00 LL plf 160.00 192.00 0.00. 80.00 236.00 Partial Length DL plf 0.00 0.00 99.00 _396.00 0.00 LL plf 0.00 0.00 88.00 352.00 0.00 X -Left ft : 0.00 0.00 0.00 0.00 0.00 X -Right ft : 6.00 6.00 1.00 13.50 10.00 Point DL 1 : 0.00 0.00 3895.00 1980.00 0.00 LL 1 0.00 0.00 3462.00 1760.00 0.00 X -Dist ft : 0.00 0.00 1.00 13.50 0.00 RESULTS Mmax @ Cntr k -in : 18.36 22.03 59.60 652.68 76.35 X -Dist ft 3.00 3.00 1.00 10.92 5.00 REACTIONS Left: Dead Load 1 : 540.00 648.00 2679.17 5321.78 1365.00 Live Load 1 : 480.00 576.00 2381.33 4693.14 1180.00 Right: Dead Load 1 : 540.00 648.00 1314.83 3978.21 1365.00 Live Load 1 : 480.00.. _ _ .5.7.6...0.0 1168.67 3498.86 1180.00 STRESSES -OK- -OK- -OK- -OK- -OK- Fb.. Allow psi 1421.9 1421.9 1093.8 2690.4 1203.1 Fb.. Actual psi 1040.5 1248.6 582.0 1790.6 1034.2 Fv.. Allow psi 118.75 118.75 118.75 206.25 118.75 Fv.. Actual psi 67.82 81.39 80.33 106.11 78.85 DEFLECTIONS Center... Dead Load in : -0.068 -0.081 -0.003 -0.380 -0.092 X -Dist ft : 3.00 3.00 1.36 10.50 5.00 DL Ratio 1065 888 11837 663 1298 Live Load in : -0.060 -0.072 -0.003 -0.335 -0.080 X -Dist ft : 3.00. 3.00 1.36 10.50 5.00 11 Ratio 1198 999 13317 751 1502 Total Defl in : -0.128 -0.153 -0.006 -0.716 -0.172 X -Dist ft : 3.00 3.00 1.36 10.50 5.00 Ratio 564 470 6267 352 696 V4.4C1 C 1983-96 ENERCALC HOAK & SHAH ASSOCIATES, INC., KW -060912 HOAK & SHAH ASSOCIATES, Inc. 0 aT '" L A Q V IaT A 64- JOB NO CONSULTING ENGINEERS LOT - _ SLA 3 By G, • 4�[-[� 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 '' — - DATE',' $IiYt5Q R EVIGlod SH . II'" OF PA 2,6,6 sb-)c �v'+ ispsbx b = 200.#1/ OL, = 20.0 p5tx 6 = 120 & x 10 1 OIAGi00AL bEAH @ P -C -AP- -PATO (F.12.). L : I- I 6,7 = 2oo'f�/ OL ; I2O�li Cox I2 REAR- PATO C F R.) L I X16 0 (bt[ . 23) . Wn 23.5P50C 141 t 15P>�x3� = 375� 20.Op,`Or- 14' x I.S.CaL;6 �C7 23 -.SPS x 14- I.Sp*x3 0L, _ 2m.0 psi; x Co (am 2tO 06AH I.EI''( OF LIE O GAAA,1_66 e, H. 1 3 19&* ff I ZO &x 10 *- I U S E (v 3/4 x ( 9, or Cp.-JT I h-) u o 0 5- L = 3.2. - P IJo = 23 • S /s� x 2 + 15 • D ps� x 3 = �I 5 P IJ � ; 2.O - o PAX 2 • = h 0��� (t3M 210) LEFT G FM , (LN : 0.0E Oj wf/ L � 2b�-C� 410, IS•0��i4+2) = Ito 1�J�: If�.p ps�j�cC14k2)� 100 V HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO ST., STE 203 ANAHEIM, CA. 92807 PH:(714)632-1865 FAX: (714)632-1314 Title: Buyer Changes Job # 2044102-76 Dsgnr: S. Shah Date: 9:16AM, 19 SEP 02 Description : PGA West Plan 3-B Lot 55 Scope : Timber Beam & Joist Description Roof Beams @ Revised Patio Page 1 Timber Member Information Calculations are designed to 1997 NDS and 1997 UBC Requirements BM21 BM22 BM24 B110126 Timber Section 6x10 6x12 6x10 5.12502.0 Beam Width in 5.500 5.500 5.500 5.125 Beam Depth in 9.500 . 11.500 9.500 12.000 Le: Unbraced Length ft 0.00 0.00 0.00 0.00 Tlmber Grade Douglas Fr - Larch, Douglas Fir - Larch, Douglas Fr - Larch, Douglas Fir, 24F . V Fb - Basic Allow psi 1,350.0 1,350.0 1,350.0 2,400.0 Fv - Basic Aflow psi 85.0 85.0 85.0 190.0 Elastic Modulus ksi 1,600.0 1,600.0 1,600.0 1,800.0 Load Duration Factor 1.250 1.250 1.250 1.250 Member Type Sawn Sawn Sawn Glul-am Repetitive Status No No No No Center Span Data Span 12.00 17.00 12.00 20.50 Dead Load Vft 200.00 200.00 186.00 110.00 Live Load #Ift 120.00 120.00 120.00 100.00 ResUItS Ratio = 0.4951 0.6781 0.4734 0.3587 Min @ Center in -k 69.12 138.72 66.10 132.38 @ X = ft 6.00 8.50 6.00 10.25 ib : Actual psi 835.5 1,144.3 798.9 1,076.2 Fb : Allowable psi 1,687.5 1,687.5 1,687.5 3,000.0 BendhV OK Bending OK Bendtng OK Bending OK tv : Actual psi 48.1 57.3 46.0 47.5 Fv : Allowable psi 106.3 106.3 106.3 237.5 Shear OK Shear OK Shear OK Shear OK Reactions @ Left End DL lbs 1`,200:00-----1,;700.00, 1,116.00 1,127.50 LL lbs 720.00 1,020.00 720.00 1,025.00 Max. DL+LL lbs 1,920.00 2,720.00 1,836.00 2,152.50 @ Right End DL tbs 1,200.00 1,700.00 1,116.00 1,127.50 LL Ibs 720.00 1,020.00 720.00 1,025.00 Max. DL+LL lbs 1,920.00 2,720.00 1,836.00 2,152.50 Deflections Ratio OK Deflection OK Deflection OK Deflection OK Center DL Defl in -0.148 -0.337 -0.138 -0.329 L/Defi Ratio 970.3 605.4 1,043.3 747.6 Center LL Deft in -0.089 -0.202 -0.089 -0.299 L/Defl Ratio 1,617.2 1,009.0 1,617.2 822.4 Center Total Deft in -0.237 -0.539 -0.227 -0.628 Location ft 6.000 8.500 6.000 10.250 L/Defl Ratio 606.4 378.4 634.2 391.6 HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO ST., STE 203 ANAHEIM, CA. 92807 PH:(714)632-1865 FAX: (714)632-1314 (c)i983-2001 ENERCALC Engkreerirg SdNwe Description BM23 @ Line - A Tide: Buyer Changes Dsgnr: S. Shah Description : PGA West Plan 3-13 Lot 55. Scope: General Timber Beam Job S 2044102-76 Date: 9:16AM, 19 SEP 02 Page 1 General Information 0.549 : 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6.75x18.0, 64.1 k -ft Center Span 23.75 ft .....Lu 0.00 ft Beam Width 6.750 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 18.000 In Right Cantilever ft ..Lu 0.00 ft Member Type Glul-am Douglas Fir, 24F - V8 Fb Base Allow 2,400.0 psi Load Dur. Factor 1.250 Fv Allow 190.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi E 1,800.0 ksi Full Length Uniform Loads Center DL 375.00 S/ft LL 280.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL Sift LL #/ft Summary Span= 23.75ft, Beam Width = 6.750in x Depth = 18.in, Ends are Pin-Pir Max Stress Ratio 0.549 : 1 Maximum Moment 462 k -ft Allowable 64.1 k -ft Max. Positive Moment 46.18 k -ft at 11.875 ft Max. Negative Moment 0.00 k -ft at 0.000 ft Max @ Left Support 0.00 k -ft Max @ Right Support 0.00 : k -ft Maximum Shear " 1. Allowable Shear: Max. M allow 84.09 Reactions... fb 1,520.41 psi fv 96.03 psi Left DL Fb 2,768:26•psi,--.--- - • Fv 237.50 psi Right DL Deflections Camber: Beam Design OK 5 11.7 k 28.9 k @ Left 7.78 k @ Right 7.78 k @ Left 0.000 in @ Center 0.682 in @ Right 0.000 in 4.45 k Max 7.78 k 4.45 k Max. - 7.78k Center Span... Dead Load Total Load Left Cantilever... Dead Load i otal Loaa Deflection -0.455 in -0.794 in Deflection 0.000 in 0.000 in ...Location 11.875 ft 11.875 ft ...Length/Defl 0.0 0.0 ...Length/Defl 626.9 358.91 Right Cantilever... Camber ( using 1.5 • D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.682 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 19.865 Le 0.000 ft Sxx 364.500 in3 Area 121.500 int Cv 0.923 Rb 0.000 Cl 0.000 Max Moment Sxx Red'd Allowable fb @ Center 46.18 k -ft 200.19 in3 2,76826 psi @ Left Support 0.00 k -ft 0.00 in3 2,768.26 psi @ Right Support 0.00 k -ft 0.00 in3 2,768.26 psi Shear Analysis @ Left Support @ Right Support Design Shear 11.67 k 11.67 k Area Required 49.125 in2 49.125 int Fv: Allowable 237.50 psi 237.50 psi Bearing @ Supports Max. Left Reaction 7.78 k Bearing Length Req'd 2.058 in Max. Right Reaction 7.78 k Bearing Length Req'd 2.058 in 4.45 k Max 7.78 k 4.45 k Max. - 7.78k Center Span... Dead Load Total Load Left Cantilever... Dead Load i otal Loaa Deflection -0.455 in -0.794 in Deflection 0.000 in 0.000 in ...Location 11.875 ft 11.875 ft ...Length/Defl 0.0 0.0 ...Length/Defl 626.9 358.91 Right Cantilever... Camber ( using 1.5 • D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.682 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 19.865 Le 0.000 ft Sxx 364.500 in3 Area 121.500 int Cv 0.923 Rb 0.000 Cl 0.000 Max Moment Sxx Red'd Allowable fb @ Center 46.18 k -ft 200.19 in3 2,76826 psi @ Left Support 0.00 k -ft 0.00 in3 2,768.26 psi @ Right Support 0.00 k -ft 0.00 in3 2,768.26 psi Shear Analysis @ Left Support @ Right Support Design Shear 11.67 k 11.67 k Area Required 49.125 in2 49.125 int Fv: Allowable 237.50 psi 237.50 psi Bearing @ Supports Max. Left Reaction 7.78 k Bearing Length Req'd 2.058 in Max. Right Reaction 7.78 k Bearing Length Req'd 2.058 in HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO ST., STE 203 ANAHEIM, CA. 92807 PH:(714)632-1865 FAX: (714)632-1314 Raw: 550100 User: KW41160912. Ver 5.5.0.25Sea2001 Description BM23 @ Line - A Title : Buyer Changes Job 9 2044/02-76 Dsgnr: S. Shah Date: 9:16AM, 19 SEP 02 Description : PGA West Plan 3-B Lot 55 Scope: General Timber Beam Page 2 Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 7.78 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant Location = 0.00 ft . 0.00 k -ft 0.00 k 0.0000 in Sketch Diagram . .._ .. _.._.'.2.38... 4.75.._ . 7.f3 .._ _ ;9.50_... ..1..88 . •19.00.....21.38.......23.75 qT ._._... _ ... _._ ._.... .............. ................ _....._.......... ........... ..... ........ ...... ... _... _. _..... _.._..., I 1V&rMF 46.2k4t Omez=-0.794in Rm = 7.8k Vmax a left = 7.8k Rman = 7.8k V.u@n=7.8k : t ?3.08, 4.83 B.f7 ....... .... ._._�. ...... ...... ._._... :._ ... ._...___-.. Shat load (W Location Hkug Member (R) ._._. _._... _..._..-. .... _...__.._ is ... _. _ .. _ A8.18 236 '4.75- :7.13-- --',i l!', `IAiBq (rp 4.25 18.83 ,19.00-•21.38 23.75 '� �d013, 41.56'.. _ • � � @ ! �, i�l ; @•;IFifl"'I � d I�j d'(7" II @i� �;� I ill §, i, r ' - :. t:� tja V C{;p la.!I k¢ttim�l! ;�•a 1. �� �iG +� �F,"!fili � I !, I e."r' I N�-•o: �'�'i��l@ eh•tg:n , h r s .71 -�G-i-jl •IIggG�I fM� h Ih Iw �i`'�,gI�.,� g s nj;34IT•I@''IQ°::'. �- - p�;liljffSrt"ih .._...... 18.47.. I" ! ��� F !� e' e'. IIII,I�j,119��1 ��I'� " •fw''! :�1' IVB'fi'Nyj jl�° .it'My"IW;�ti'I`p'Lul!'lof:;�c,i'Jf;1N,!l!:;yl?Ilydiyr; 19.85 , iN jx;! I! II �,��!.�• it II!��i!f:I;f I'•i tllhj �:!,:lL�if!� ' jI�Jili•IIbu4�ej• I,.... 9F r�_--.9 �gllhlllx N,!�a� i6 41x r, o, h;5i.6 �'6ih,:•. ki�8'r..u6ri,6.,1!�idl 631ik:m::errHxxt,:s..h...l!4H°:,, h;. ik.f. E,✓l�nl,4::- (in) i',!:!@ilu;gl!ym!II@l-- lilll9�l'y i4➢h!IVI•.. ' ng Member (f) - 75 HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO ST., STE 203 ANAHEIM, CA. 92807 PH:(714)632-1865 FAX: (714)632-1314 Rev 550100 User: KW -060912, ver 5s.0, 25Sep-2001 (e119832001 ENERCALC Enakweiina Software Description BM25 @ Left of Line -1 Title : Buyer Changes Job # 2044/02-76 Dsgnr: S. Shah Date: 9:16AM, 19 SEP 02 Description : PGA West Plan 3-B Lot 55 Scope: General Timber Beam Page 1 General information Span= 32.67ft, Beam Width = 6.750in x Depth = 19.5in, Ends are Pin -Pin Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6.75x19.5 Total Load Center Span 32.67 ft .....Lu 0.00 ft Beam Width 6.750 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 19.500 in Right Cantilever ft. .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V8 10.8 k Allowable Fb Base Allow 2,400.0 psi Load Dur. Factor 1.250 Fv Allow 190.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi 20.909 It Shear: E 1,800.0 ksi Full Length Uniform Loads Center DL .95.00 #/ft LL 40.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #lit LL Vft Point Loads Live Load 3,315.0 lbs lbs lbs tbs lbs lbs lbs ...distance 21.000 ft 0.000 ft 0.000 It 0.000 ft 0.000 ft 0.000 ft 0.000 ft Beam Design OK Deflections Center Span... Dead Load Span= 32.67ft, Beam Width = 6.750in x Depth = 19.5in, Ends are Pin -Pin Leis Cantilever... Dead Load Total Load Deflection -0.990 in Max Stress Ratio 0.787 : 1 0.000 in 0.000 in ...Location 17.250 ft 17.250 It ...Length/Defl Maximum Moment 0.0 74.6 k -ft Maximum Shear ' 1.5 10.8 k Allowable 94.8 k -ft 0.000 in Allowable @ Center 1.485 in 31.3 k ...Length/Det1 Max. Positive Moment 74.62 k -ft at 20.909 It Shear: @ Left 4.98 k @ Right 0.000 in Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 7.20 k ---- - Max @ Left Support 0.00 k -ft ----- --- Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 1.485 in Max. M allow 94.82Reactions... @ Right 0.000 in Po 2,093.13 psi fv 82.03 psi Left DL 3.14 k Max 4.98 k Fb 2,660.00 psi Fv 237.50 psi Right DL 4.41 k Max 7.20 k Deflections Center Span... Dead Load Total Load Leis Cantilever... Dead Load Total Load Deflection -0.990 in -1.622 in Deflection 0.000 in 0.000 in ...Location 17.250 ft 17.250 It ...Length/Defl 0.0 0.0 ...Length/Defl 396.0 241.63 Right Cantilever... Camber ( using 1.5' D.L. Deli ) ... Deflection 0.000 in 0.000 in @ Center 1.485 in ...Length/Det1 0.0 0.0 @ Left 0.000 in @ Right 0.000 in HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO ST., STE 203 ANAHEIM, CA. 92807 PH:(714)632-1865 FAX: (714)632-1314 Rev: 550100 User KW -060912. Ver SSA. 25-eeo.2001 Description BM25 @ Left of Line -1 Tide: Buyer Changes Dsgnr: S. Shah Description : PGA West Plan 3-B Lot 55 Scope: General Timber Beam Job # 2044/02-76 Date: 9:16AM, 19 SEP 02 Page 2 Stress Calcs Bending Analysis Ck 19.865 Le 0.000 ft Sxx 427.781 in3 Area 131.625 1n2 Cv 0.887 Rb 0.000 Cl 0.000 Yj%W 70.6k4t �._�... R- = 5.Ok Rm= = 7.2k VMM®W=5.Ok Vmax®rt=7.2k ...._ ....... ... -0.e7 Max Moment Sxx Reg' d Allowable tb Center 74.62 k -ft 336.62 in3 2,660.00 psi @ Left Support 0.00 k -ft 0.00 in3 2,660.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,660.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 7.47 k 10.80 k Area Required 31.453 in2 45.464 int Fv: ANowable 237.50 psi 237.50 psi Bearing @ Supports Max. Left Reaction 4.98 k Bearing Length Req'd 1.317 in Max. Right Reaction 7.20 k Bearing Length Req'd 1.904 in Query Values M, V, & D @ Specified Locations Moment Shear Detiection Center Span Location = 0.00 ft 0.00 k -ft 4.98 k 0.0000 in Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in Sketch & Diagram ' 7 1 t � L f ,1 i 1 1 1 f 1 �� f l f ♦s����� 735afR .13:07. ...... fA-3d_._.... X19.80._. 42.A7 2A:U --29:10 ...... 32.A7 - ._ _..... ..h_.._.__.., , g���0s .__,..._._._ i uINWWIill�l6iu�eiiuw 3 Yj%W 70.6k4t �._�... R- = 5.Ok Rm= = 7.2k VMM®W=5.Ok Vmax®rt=7.2k ...._ ....... ... -0.e7 hal. ua,1Pi aae lxal yo� ('inj . - __... HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS Lo? 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 JOB NO „s'K >• ''''tet BY rj,SYA4 DATE SH I Cj OF (er1 ,27) H04,15M. PATIO /Fr(.RN.° r ir p� Ifs ps�x4` x22r 14�p#. IA 10 = 23•SPs�x 8"+ ! $ (���x a' = 242 /r 4►, = 20.O f -tx 8 + I & ,v'st-x3` - r W,.o ° �3•S!'��x S + 1 SP x �Lt ISPx2 = !ol 1�1y�, 20•Dys�x S + I(o�s�h22 � 51 PATtO wcle W = 2O•t7Pyx.6' = 100 fir' (gK 4) CAPPAES Purl 3 6116 x i 2 4 Lg C.Pd (- CoXI.2itI Po = I G3o w � - • -- - -- • P,z 1000 Wo = 23.5 XZ + 15 WA Sri @- uop.RM - PATIO Lido 6. l $20 it to q G 2+ -, 15 x A + SS-rx 5 + 15,K 3 = 305 4.�L= 16,x4 +- 2QxS � 225��� G x 12 # I C4e7iJ1- (g 0 21. PAV 0 L; 14�-err, kio _ 23.5ptx2 + 1grpstx3 20.0 HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 —E4 A %)EST JOB NO�'d `s` BY is. Gj t,A4 DATE SH 16P OF HOAK & SHAH ASSOCIATES, Inc. Tide : Buyer Changes Job # 2044102-76 CONSULTING ENGINEERS Dsgnr: S. Shah Date: 9:16AM, 19 SEP 02 3920 E. CORONADO ST., STE 203 1,630.00 Description PGA West Plan 3-B 688.75 3,682.97 LL Lot 55 ANAHEIM, CA. 92807 1,100.00 290.00 Scope: PH:(714)632-1865 FAX: (714)632-1314 Ibsi 2,630.00 Rev: 550100 User.KW-W0912.Ver 5.5.0,25Sep-2001 978.75 Timber Beam & Joist Page ' (c)1983-2001 ENERCALC Engineering Software lbs 1,630.00 aNctsVot 561calcs-0276.ecw:Calcu{ation9 Description 2,002.03 LL lbs Timber Member Information 700.00 290.00 1,223.96 Catcutations are designed to 1997 NDS and 1997 UBC Requirements lbs 2,630.00 BM3 BM4 SM28 BM5 Timber Section 6x12 802 6x12 6.7508.0 Beam Width in in 5.500 5.500 5.500 6.750 Beam Depth in L/Defl Ratio 11.500 11.500 11.500 18.000 Le: Unbraced Length ft 1,1212 0.00 0.00 0.00 0.00 Tlmber Grade Douglas Fr - Larch, Douglas Fir - Larch, Douglas Fr - Larch, Douglas Fir, 24F - V Fb - Basic Allow psi 1,350.0 1,350.0 1,350.0 2,400.0 Fv - Basic Allow psi Center Total Deft 85.0 85.0 85.0 . 190.0 Etastic Modulus ksil -0.378 1,600.0 1,600.0 1,600.0 1,800.0 Load Duration Factor 7.250 1.250 1.250 1.250 1.250 Member Type 245.6 Sawn Sawn Sawn Glul-am Repetitive Status No No No No Center Span Data Span ft 20.00 20.00 14.50 21.00 Dead Load #Iftl 163.00 95.00 95.00 95.00 Live Load #Iftl 100.00 40.00 40.00 40.00 Point #1 DL Ibs 1,630.00 2,470.00 LL Ibs! 1,000.00 2,070.00 @ X 6.000 5.330 Point #2 DL Ibs 1,220.00 LL I 900.00 @ X ft 6.500 Results Ratio = 0.7714 0.9805 0.2081 0.3825 Mmax Q Center in -k 157.80 200.59 42.58 390.69 @X= ft 10.00 6.00 7.25 6.47 tb : Actual psi. 1,301.7 1,654.7 351.2 1,071.9 _ Fb : Allowablepsi! 1,687.5 1,687.5 1,687.5 2,802.5 Bending OK Bending OK BendUig Ok-~Bending-OK tv : Actual psi 56.9 72.9 20.2 75.0 Fv : Allowable psi! 106.3 106.3 106.3 237.5 Shear OK Shear OK Shear OK Shear OK Reactions (� Left End DL Ibs! 1,630.00 2,091.00 688.75 3,682.97 LL lbs 1,000.00 1,100.00 290.00 2,586.04 Max. DL+LL Ibsi 2,630.00 3,191.00 978.75 6,269.01 Right End DL lbs 1,630.00 1,439.00 68815 2,002.03 LL lbs 1,000.00 700.00 290.00 1,223.96 Max. DL+LL lbs 2,630.00 2,139.00 978.75 3,225.99 Deflections Ratio OK Deflection OK Deflection OK Deflection OK Center DL Defl in -0.526 -0.642 -0.085- -0.225 L/Defl Ratio 1 456.2 373.7 2,053.9 _ 1,1212 Center LL Deft in -0.323 -0.335 -0.036 -0.154 L/Defl Ratio 743.6 716.0 4,878.0 1,640.9 Center Total Deft in -0.849 -0.977 -0.120 -0.378 Location ft 10.000 9.440 7.250 9.660 L/Defl Ratio 1 282.7 245.6 1,445.3 666.1 HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO ST., STE 203 ANAHEIM, CA. 92807 PH:(714)632-1865 FAX: (714)632-1314 Title: Buyer Changes Job # 2044102-76 Dsgnr: S. Shah Date: 9:16AM, 19 SEP 02 Description : PGA West Plan 3-B Lot 55 Scope : User:/KW-060912,Ver5.5A,25--ep•2001 Multi -Span Timber Beam Page 1 (c)1983 2001 ENERCALC Engineering Software P eNotaYat 56icak:s-0276.ecw:Cak:utabona Description BM 27 Header beam btwn patio/ fm. rm. General information -� Douglas Fir, 24F - V8 Fb : Basic Allow 2,400.0 psi Elastic Modulus 1,800.0 ksi Spans Considered Continuous Over Support Fv : Basic Allow 190.0 psi Load Duration Factor 1.250 Calculations are designed to 1997 NDS and 1997 UBC Requirements Timber Member Information Description Span ft 5.00 5.00 10.00 Timber Section 6.126x120 8.128x120 8.126x12.0 Beam Width in 5.125 5.125 5.125 Beam Depth in 12.000 12.000 12.000 End Fixity Pin - Pin Pin - Pin Pin - Pin Le: Unbraced Length ft 0.00 0.00 0.00 Member Type Glul-am Glul-am Glul-am Loads Live Load Used This Span ? Yes Yes Yes Dead Load #/ft 245.00 615.00 Live Load #/ft 210.00 515.00 Dead Load #/ft 245.00 Live Load OEM 210.00 Start ft End ft 5.000 2.500 10.000 Dead Load @ Left #/ft 615.00 Dead Load @ Right #/ft 615.00 Live Load @ Left #/ft 515.00 Live Load @ Right #/ft 515.00 Start it 2.500 End ft 5.000 5.000 10.000 Point#1 Dead Load lbs 1,585.00 Live Load lbs 1,410.00 @ X it -2.500. Results Mmax @ Cntr in -k 14.2 5.4 109.3 @ X = ft 2.27 2.03 6.00 Max @ Left End in -k 0.0 -6.0 -133.7 Max @ Right End in -k -6.0 -133.7 0.0 fb : Actual psi I 115.3 1,086.7 1,086.7 Fb : Allowable psi 3,000.0 3,000.0 3,000.0 Bending OK Bending OK Bending OK Shear @ Left k 1.04 0.93 6.76 Shear @ Right k 1.24 6.03 4.54 fv : Actual psi 19.1 119.5 137.4 Fv : Allowable psi 237.5 237.5 237.5 Shear OK Shear OK Shear OK Reactions & Deflection DL @ Left k 0.56 1.14 6.94 LL @ Left k 0.47 1.03 5.85 Total @ Left k 1.04 2.17 12.79 DL @ Right k 1.14 6.94 2.47 LL @ Right k 1.03 5.85 2.07 Total @ Right k 2.17 12.79 4.54 Max. Deflection in -0.004 0.007 -0.102 @ X = It 2.40 3.67 5.53 Query Values Location ft 0.00 0.00 O.QO Moment in -k 0.0 -6.0 -133.7 Shear k 1.0 0.9 6.8 Deflection in 0.0000 0.0000 0.0000 SHEARSCHEDULE SYM SIDES VALUES SHEAR WALL MATERIAL NAILS EDGE FIELD A I ONE 50 t" GYPSUM WALL BOARD d 5 16d SILL PLATE NAILING @ 4" o.c. A 2 TWO 100 -BLOCKED COOLER 7 7 B 1 ONE 60 1/2" GYPSUM WALL BOARD 5d 2100#/1905# 10 B 2 TWO 125 -BLOCKED COOLER 4 4 C 1 ONE 75 1/2" GYPSUM WALL BOARD 5d C 2 I TWO 150 BLOCKED COOLER 4 4 DI ONE 50 /8" GYPSUM WALL BO (UN- 6d D2 TWO 100 BLOCKED) COOLER 7 7 El ONE 60 /8" GYPSUM WALL B ARD (UN- 6d E2 TWO 125 BLOCKED) COOLER 4 4 FI ONE 85 5/8" GYPSUM WALL BOARD 6d F2 TWO 175 LOCKED COOLER 4 4 G 1 ONE 29— 3/8" CD -X PLYWOOD (24/0) G2 TWO 520 BLOCKED 8d 6 12 HI ONE 380 3/8" CD -X PLYWOOD 24/0) 8d 4 12 *H2 TWO 1 760 BLOCKED 1 1 ONE 49 3/8" CD -X PLYWOOD (24/07-8d •^12 TWO 980 LOCKED 3 12 •K I ONE 640 3/8" CD -X PLYWOOD (24/0) '^K 2 TWO 1280 BLOCKED 8d 2 12 Ll ON 310 1/2" CD -X PLYWOOD (24/0) 6 12 L2 TWO 620(BLOCKED)IOd mi ONE 460 1/2" CD -X PL OOD (24/0) ^M2 TWO 920 LOCKED 10d 4 12 •N I ONE 600 1/2" CD -X PLYWOOD (24/0) •^N 2 TWO 1200 BLOCKED 10d 3 12 •P I ONE 770 1/2" CD -X PLYWOOD (24/0) 1 • 1' : 1'WU 1.)4u L1LUL;&LU 1�� - 1 Q I ONE 180 7/8 PC PLASTER w/ PAPER 16 GAGE 2• TWO 360 BACKED LATH STAPLES 6 6 RI ONE 325 7/8 PC PLASTER w/ PAPER 16 GAGE R2 TWO 650 BACKED LATH STAPLES 3 3 ABR.: PC= PORTLAND CEMENT NOTES: • FRAMING SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. •^ PANEL JOINT SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAILS ON EACH SIDE SHASLL BE STAGGERED. FRAMING NOTES: 1 16d SILL PLATE NAILING @ 12" o.c. 145 #/' 2 16d SILL PLATE NAILING @ 10" o.c. 175 3 16d SILL PLATE NAMING @ 8" o.c. 215 4 16d SILL PLATE NAMING @ 6" ox. 290 5 16d SILL PLATE NAILING @ 4" o.c. 430 6 16d SILL PLATE NAILING @ 2" o.c. 860 7 SIMP. ST6224 TO 4x POST ABOVE & BELOW 825 # 8 SDAP. ST6236 TO 4x POST ABOVE & BELOW 1225 # 9 SNAP. MST37 TO 4x POST ABOVE & BELOW 2100#/1905# 10 SIIvIP. MST48 TO 4x POST ABOVE & BELOW 3330# / 3135# 11 SIMP. MST60 TO 4x POST ABOVE & BELOW 49904/4785# 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 31 32 33 34 35 36 37 38 39 40 41 42 43 FOUNDATION NOTES: 5/8"X10" ANCHOR BOLTS @ 64"o.c. 5/8"X10" ANCHOR BOLTS @ 56"o.c. 5/8"X10" ANCHOR BOLTS @ 48"o.c. 5/8"X10" ANCHOR BOLTS @ 40"o.c, 5/8"X10" ANCHOR BOLTS @ 36"o.c. 5/8"X 12" ANCHOR BOLTS @ 32"o.c. 5/8"X12" ANCHOR BOLTS @ 24"o.c. 5/8"X12" ANCHOR BOLTS @ 16"o.c. 5/8"X 12" ANCHOR BOLTS @ 8"o.c. (2) 5/8"X10" ANCHOR BOLTS (3) 5/8"X10" ANCHOR BOLTS (2) 5/8"X12" ANCHOR BOLTS (3) 5/8"X12" ANCHOR BOLTS (7.) 1/4"X IT' AN(I oR n0l TC MISCELLANEOUS NOTES: (1) #4 T & B 3' PAST POST. (2) #4 T & B X PAST POST. (3) #4 T & B T PAST POST. (4) #4 T & B T PAST POST. (1) SIMP. HD2A TO 4x POST (1) SIMP. HD5A TO 4x POST (1) SIMP. HD6A TO 4x POST / 6X POST (1) SDO. HD8A TO 4x POST / 6X POST (1) SIMP. HPAHD22-2P TO 4x POST (1) SIMP. MTT2813 TO 4x POST (1) SIMP. HD10A TO 4x POST / 6X POST 200 #/' 235 #/' 270 #/' 325 #/' 350 435 585 #/' 875 #P 1755 #/' 2190 # 3285 # 2340 # 3510 # I I on H 2775 # 4010 # 5100#/5510# 7460#/7910# 3180 # 4455 # 9540 # / 9900 # I O m HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 �4jt�L.4L .�i'�✓es: JOB NO BY LD l - - `i- DATE n3d. ZG �OI SH 2: •V OF �i',r= /.Jf x,13 X J/Z,�/�r� Xl.�- /9•s�a9f (el ge V L 34 44 W .117-Z <✓• f/t•�v1 ?L �3�-�-.� 63 l4w) Ar 7 5�3M1� /d .O )(,:7 1oz. a77 /s7(zC' = 4o6 z� HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 JOB NO ��"► By 6, Aj Lor - DATE 3 i26 O l SH OF ,q2� � �f/1�,vpor� .�iT'.:'4 /PBI'�j ,t?./1• �s/',t sv�rr� /7. ¢0-5/f X � IL-3 ;0 : /S6.G �� � 9Z. f "� 6 270 ♦� �� = ��� S) 151V Lr- G%c LA)06 > Two �aJ�. 12X Ta T sgg J -.1r AA.4 " Ad 270 qa /S" /Sa- rx �/3 s g �{ m25gn^7//2 Lr- HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO STREET SUITE 203 ANAHEIM, CAUFORNIA 92807 . PHONE (714) 632-1865 FAX 714) 632-1314 z r - JOB NO Zo 40 BY DATE SH Q2 OF HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CAUFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 LOT - I-ZAA,) 3. �Q 4¢Lr�p 4L� v 3rrD'p 2 SD .� 9sA/l 67'`� Mr �I�S ►�o� Iszf a ►�31� pp2e // CJ'• e0 d / q17 T14 -rXloo ¢ 'At! JOB NO Zo 5¢ BY G:Gv•� S.$, DATE SH 23 OF ,. ox 9 t;,7 —/77.3 �;, 9.�� 3Oct 450 r-rs-o � ,P=/¢' �� _ L¢ a ►�31� pp2e // CJ'• e0 d / q17 T14 -rXloo ¢ 'At! JOB NO Zo 5¢ BY G:Gv•� S.$, DATE SH 23 OF ,. ox 9 t;,7 —/77.3 �;, 9.�� 3Oct 450 r-rs-o � ,P=/¢' �� _ L¢ HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 GOT iu�j- v, l• r� : to ; 7� I 1 't JOB NO BY L . cap A DATE SH 24 OF 0sa �a;&- a.U-p ,L D. A 7 ai/ = 1-7, ) i 3 xf = Z7v-olll z = -5-i 7, G- I 14- ox' 61 z a-oo Y2.,4. z 2;7 /S�/-2 ,o 33 z /z9Go hU�(,)f-r / Co 7v G WOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CAUFORNIA 92807 PHONE (714).632-1865 FAX (714) 632-1314 7-D fNI-Aw JOB NO -ZOO BY L .cam ✓ �y DATE SH 2 5.. OF m /tags ; '48.0X 3q = iar ./'TWA T 10,rk Arm- ' /J„7x i5'A -Z = Ja 4 sem/ fe ��l 3 /1•%` = ,�. vim. 8 06. gLv2 ja / 9's� � . �7z - 337 �' ✓�S? Y •iT'Ls�rG�' t• S. Co LVNF1$ S -s12, Z- s X . 2..f L /3' I. 3' L QY�24$ '�'���`` I az 2--,'7 N let 40b Elie T lZ7 l lh Z 0-7.o .y lwooy 420 o t, -1A r6; - g -1!o LAaP. HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CAUFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 JOB NO �v� BY DATE SH 26 -OF . HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865. FAX (714) 632-1314 &-m mcki . JOB NO BY DATE SH OF �2 I J l r7 �2 G'2+c WO OYJ G 2277 » it?oDs-g6ltd -7 1A, a�a [;I] 44720 �•m _ ►�,�.�_��: � - moi. -- __ M -CT U, T'4 K v)oc�iRT s ALL �� Fe6l mi. a'; v Fyd I vt' 9°u4y IS -7A 90 Aj 9- 6T"* _ 4(06037'0� it # -1) 21 �� t1%�--39 � . 8u HOAK & SHAH ASSOCIATES, Inc. CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CALIFORNIA 92807 PHONE (714) 632-1865 FAX (714) 632-1314 _ JOB NOW -44� - By S 5HA4 _ DATE 3 I ! D l _ SH 28• OF 0L_ p P = 44-1-3 L = 12' ,0-1 = 4243*/ fill = 'S 31 O T M•- !S'3Z r� co -x ,P LYaJ�v� lo• 2 0' . 14. ►...t% I Bd� � lo'I, �i'1, i2'Io G • i 0 loo ' 1461 x 12_Vxo•SS - 1ti.2A�� Q 4Us 84'LS 32� pFSL 2x TOP Py} -TES ,v►1 5-4'tl �p,sl`` 42, 2�� !I.4�� mid. 41-o" LAP SPIAcC 2oo x 03zx0185' - 5.44- .440s�T 0 �TOTM : - I9.79lk TL- = 2224 p P = 44-1-3 L = 12' ,0-1 = 4243*/ fill = 'S 31 O T M•- 4213 x 10� s 42. 131 i 0 loo ' 1461 x 12_Vxo•SS - 1ti.2A�� 0. LZ 81 P: 4f-13 x 4G'/gp' s 2¢23 .. O-T•N- 24.23 `�� - 2oo x 03zx0185' - 5.44- .440s�T 0 �TOTM : - I9.79lk TL- = 2224 3g- HOAK do SHAH ASSOCIATES, Inc. JOB NO �L<% CONSULTING ENGINEERS BY S S Fi/4 M 3920 E. CORONADO STREET, SUITE 203 ANAHEIM, CAUFORNIA 92807 . J1 DATE 3 !24- ��� PROVE (714) 632-1865 FAX (714) 6.32-1314 Ply 3 • SH 29 OF I.ItJE G P r 8 425 4213 1200 40 � tP'I = 1264v��2¢f s- 4'Sf�S F11 IQ.. P8' 38�'O oTrt = 4o-4 IV- RH. Iox 12 Ito. lox 1?� = 100 21O x 8yy,c Pf,-r O.T. M, s-6 -,i J.t.- = -.4240" 3� Pow A42s /z-� 42 3 PQ = 4>z�x 8 = 3890 LIME. F, P= 8425+3255 II &80" Tay C 1.) t.4. c t, PPM N=I(i7oxtZ 20I� y-sE M s 4 8 grt ry su� t15E sx-I LK,4 Sl E. n.1 - rt lo. 151 NST 48 sxguc 4E:O. 0IA)• 141 o opo Ipf ►2 X10 .f z m•G 1G7oxCtZxle? P� = 4'I67t 57-IG3 j 104 3 -_, a 29 rI xa.G t-5- LIME- -S USE 16-)-r4 I o x s x%/t; - g- y) is 5-x sx �14 HOAK & SHAH ASSOCIATES, Inc. JOB NO '.W-44- CONSULTING W-44-- CONSULTING ENGINEERS g - 5 K� i+ 3920 E. CORONADO STREET, SUITE 203 BY ANAHEIM, CALIFORNIA 92807 - PHONE (714) 632-1865 FAX (714) 632-1314 DATE SHAD OF 1 t -x 2/L. 138 Fq = 7 -if - T5 toAC_X.+/L A-= 7.09 P = -7•$4x77.01 55.60 z 1-a rat A � 7 S G 1 .33 c •� Pt = 20.05 �" • t2'�SQ x E 4. t= 2x•4 ,°3�� LU_ Fp 2o.ms/i4u D' iso k,.,' - ©.5 ed 1)SE 12lIx 57aifx 12- 1( F5.r�.. PA -r2 FT' A f = 2 d v 570 � -y (S"o'o = l3•SFT J= t3.� 3•G7 Cmc• FII r rc 1® A. 76,)c 1 5 X0 -s-3) LA P = 3,Z ss-* TAY (t.) -r,>. wt'. P/CaL - I & 30 " k t 2 S = I t -A 19, S7'► 12k ' -7 s r,J . 4 Izx rzx o.ovf = v. yz'' I s I GaO ,c(12x t2���x?Axrt�X •�7L• lz i%. % 1dA - 0,6'e J Zrli x f 6 "o r -r4. 0 te) - -*-.4 14, S - Po . 120o' L = Lkvo' I)SE Jt) rs 1O X sX �¢ `•HOAK SHAH ASSOCIATES, Inc. Phi A JOB NO Sr CONSULTING ENGINEERS 3920 E. CORONADO STREET, SUITE 203 By NA" ANAHEIM, CALIFORNIA 92807 'PHONE (714) 632-1865 FAX (714) 632-1314 " ` DATE P(rEl�i 3. SH '3). OF CNF_cK RELIA6IL.T_Y JaEorJ/)oAt)e-Y 2 D -6 _ qMA �� 914d Q 5418 ,��= 35� 3Co�= 12�o 6F• '21 ol � = 2 0.47x 1o)I�=0.�•5 < 1•o O. k. ARSA - - - •. F : X004' . I AOI,A - 2V 4-- A- L5i x 32oo) 0145 < l• o O.V. A3 _ Sox 40-= �flmx = o • 2 5g. 0.&3e5 < 1. a m., �-_.