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00016750 (SFD)PERMIT APPLICATION County of Riverside Department oT Building and Safety 4080 Lemon St 2nd Floor 135 N. Alessandro Rd Rm 203 880 N. Stale Street 227 North "0 Street 46209 Oasis SI Rm. 310 160 N Broadway Riverside. CA 92501 Banning, CA 92220 Hemet, CA 92343 Perris. CA 92370 Indio. CA 92201 Blythe. CA 92225 Ph787.6146 Ph 849.7312 Ph 658.4464 Ph 657.3898 Ph 342.8271 Ph 922.2670 This permit becomes void tl work not commenced within 180 days from date of issuance. OR. if work has beer iepended M Pt -4 odoned for a penob of 180 days 012 CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE: This section need not be COM - me LICENSED CONTRACTORS DECLARATION: I hereby affirm that I am licensed under provisions of Chapter9 (comment- pleted it the permit is for one hundred ($100) or less. I certify That in the performance of the work lot which this ing with Section 7000) of Division 3 of the Business and Professions Code. and my license is in full force and effect. permit is issued. 1 shall not employ any person in any manner so as to become subject to the Workers' Compensa- S tion Laws of California. ODate --- ---Applicant--_—_--- SB NOTICE TO APPLICANT: II, alter making this Certificale of Exemplion, you should become subject to the Workers' OWNER -BUILDER DECLARATION: I hereby affirm that I am exempt from The Contractor's License Law lot the Compensation provisions of The Labor Code. you must forthwith comply with such provisions or this permit shall be following reason (Sec. 7031.5. Business and Professions Code: Any city or county which requires a permit to con- deemed revoked. struct, alter, improve, demolish, or repair any structure, poor to Its Issuance, also req Ul res the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he is ex- empt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a per- mit subjects the applicant to a civil penalty of not more than five hunderd dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds Or improves thereon, and who does such work himself or through his own employees. provided that such improvements are not intended or offered for sale. If, however. the building or improvement is sold within one year of completion, the owner -builder will have the burden of prov- ing that he did not build or improve for the purpose of sale.) ❑I, as owner of the properly, am exclusively contracting with licensed contractors to construct the project (Sec. 7044. Business and Professions Code. The Contractor's License Law does not apply to an owner of properly who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Con- tractor's License Law.) 01 am exempt under Sec. B & P.C. (Attach Certificate). WORKERS' COMPENSATION DECLARATION: 1 hereby affirm that I have a certificate of consent to sell -insure, or a certificate of Workers' Compensation Insurance. or a certified copy thereof (Sec. 3800. Lab. C.). ❑Certified copy is hereby furnished. ❑Certified copy is filed with the County Budding Inspection Department or County _Department V EJlAANWRTRF MI) ODORPSB BOX 1638 rVA_WuTMQT1!RPf CA 922600000 MEI-ghEPRESSISPACE CALLE CHIHUAHUA IJ4V CO0 lffiAR/ZIP CA 922530000 '"3 :11 012 1° TWIN 0 01vo i 810 S w0000 n15 1 101F SB 3tVA1!AQ 017 DLK 169 FM" I jE (LA/Y{7t PHONE N 0""W "19HURN LLV55436 VSs 163© FII�g9"Y�UVLV 'T'CA 922600000 (y / ®4ii µ7Ea-568-1048 BLDG. INSPECTOR FINAL DATE ARC/ENG FIRM NAME LICNC H ADDRESS CITY/COM MUN ITY/STATE/ZIP PLAN NP EXA IN R APP OVE DATE C l Z t1 # UR% ATT GARAGE, �O R10N obi! Oft B� 0U5 p g, 09SFJ -pRDn i14d/ ZONE ORD# LOT SZ 0 (FUO 01 0% DIVISION OF INDUSTRIAL SAFETY PERMIT CERTIFICATION 01 hereby certify that no excavation live (5) or more feet in depth Into which a person is required to descend, will be made in connection with work authorized by this permit, and that no building structure. scaffolding, lalsework. or demolition or dismantling thereol, wi0 be more than Thirty-six (36) Leet high (Chap. 3.2, Grp 2, Art 2. Sec 341. Title B. C.A.C.). CI AS owner -builder. I will not employ anyone to do work which would require a permit from the Division of In- dustrial Safety. as noted above. unless such person has a permit to do such work from the division. ❑Division of Industrial Safely Permit No CONSTRUCTION LENDING AGENCY: I hereby affirm that there is a construction lending agency lot the perfor- mance of the work for which this permit is Issued (Sec. 3097. Civ. C.). Lender's Name _ Lender's Address CERTIFICATE OF COMPLIANCE AND AUTHORIZATION OF ENTRY: I certify I have read this. application and state that the rrllormalion given is correct. I agree to comply with all slate laws and county ordinances relating to building construction, and authorize a representative of the County of Riverside. Department of Building and Safety to enlerIP– riYbe property for which I have applied for This permit for the purpose of making inspections. X _Ax, , 4- -, .9- </ x Z, Signature of Applicant or Agent Date Print Applicant/Agent Name t'C-'� w7 o � a w 1°;x42 ESTIMATED PLAN REV FEE 267 T 9 +ava.ii TOTAL FEE * ] 3 ] CA CI NC COUNTER B.I. / COUNTER L.U.T. 4— � ' - 1 PERMIT FOR STRUCTURAL PLAN REVIEW TOTAL. PERMIT COST IS *151477 CONSTRUCTION ESTIMATE (NQTEt Not to be used as property ualuatiorf) Description FCC Group Typpe Sig Ft Rata Valuation PRIMARY DWLG 101 R-3 V -W 1211 *27.60 $33423 SECNDRY AIRCON 700 R-3 R 1211 *2.20 *2664 SECNDRY PRIGAR 436 M WD 320 $9.10 $2912 Est Plan Rev Fee based on Total Estimated Val'•tn of *38999 is: $131.77 !NSPECTOR NO. OPERATION DATE INSPECTOR NO. OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS 1 Set Back 33 Ventilation System 2 Ftgs 3 Frms 34 Plenums 8 Ducts 2A Slab Grade 35 Furnace Comport. 3 Steel 36 Inlets 8 Outlets 4 Grout Blocks 37 Combustion Air 5 Bond Beams 38 Compressor 6 Roof Deck 39 Appl. Clearance 7 Framing 40 Fire Damper 8 Vents 41 Smoke Detection Device 9 Garage Fire Wall 42 Commercial Hood 10 Fireplace P. L. C] 43 Final 10A Fireplace T. 0. 0 NO ADDITIONAL INFORMATION SEWAGE SYSTEM SIZE & LOCATION 11 Exterior Lath 12 Internal Lath 12A Drywall 13 Finish Grade INSULATION Thick R y Value 7A Walls (Batts) 12B Ceiligg (Botts) . 12C Ceiling (Blown) 14 Final PLUMBING APPROVALS 15 Ground Plumb 16 Water Piping 17 Rough Plumb 18 Vents 19 Sewage Disposal 20 Sewer 21 Water Heater 22 Water Softener 23 Water Service 24 Gas Test 25 Final Tank Pit L.Line REAR OF PROPERTY LINE PSL P) ELECTRICAL APPROVALS 26 Power Pole 27 Conduit 28 Service Entrance 29 Wiring 29A Grounding Wire 29B Bonding 30 Fixtures 31 Service 32 Final STREET NAME s ❑ LICENSED CONTRACTORS DECLARATION: I hereby allirm that I am licensed under provisions of Chapter 9 (commenc- ing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. OWNER -BUILDER DECLARATION: 1 hereby allirm that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5. Business and Professions Code: Any city or county which requires a permit to con- slrucl, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to lite a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he is ex- empl therelrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a per- mit subjects the applicant to a civil penalty of not more than live hunderd dollars ($500),): I ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Prolessions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however. the building or improvement is sold within one year of completion, the owner -builder will have the burden of prov- Ing that he did not build or improve for the purpose of sale.) ❑I, as Owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contraclor(s) licensed pursuant to the Con- tractor's License Law.) 01 am exempt under Sec. B.8 P.C. (Attach Certificate). Date Owner WORKERS' COMPENSATION DECLARATION: I hereby affirm that I have a certificate of consent to sell -insure. or a certificate of Workers' Compensation Insurance, or a certified copy thereof (Sec. 3800. Lab. C.). ❑Certihed copy is hereby furnished. y ❑Certified copy is liled with the County Building Inspection Department or County Deparffnent. APPLICANT NAME (L, F, MI) JDAN HORN ADDRESS P.D. BOX 1638 PERMIT APPLICATION JOB SITE ADDRESSISPACE 77270 CALLE CHIHUAHUA CITY/COMMUNITY/STATE/ZIP LA OUINTA CA 922530000 BOK County of Riverside C TWN Department of Building and Safety RNG 080 Lemon S1. 2nd Floor 135 N. Alessandro Rd, Rm. 203 880 N. State Street . 227 North "D" Street 46.209 Oasis St. Rm. 310 160 N. Broadway , • Rrveiptde, CA 92501 Banning, CA 92220 Hemet. CA 92343 C Perris. CA 92370 Indio. CA 92201 Blythe. CA 92225 P�' 7p7q{46 Ph849.7312 Ph. 650.4464 Ph' 657.3898 Ph, 3428271 Ph: 922.2670 This pe mit becomes void if work not commenced within 180 days Irom date of issuance. OR, it work has beer suspended or abandoned for a period of 180 days. SBl, ❑ LICENSED CONTRACTORS DECLARATION: I hereby allirm that I am licensed under provisions of Chapter 9 (commenc- ing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. OWNER -BUILDER DECLARATION: 1 hereby allirm that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5. Business and Professions Code: Any city or county which requires a permit to con- slrucl, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to lite a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he is ex- empl therelrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a per- mit subjects the applicant to a civil penalty of not more than live hunderd dollars ($500),): I ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Prolessions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however. the building or improvement is sold within one year of completion, the owner -builder will have the burden of prov- Ing that he did not build or improve for the purpose of sale.) ❑I, as Owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contraclor(s) licensed pursuant to the Con- tractor's License Law.) 01 am exempt under Sec. B.8 P.C. (Attach Certificate). Date Owner WORKERS' COMPENSATION DECLARATION: I hereby affirm that I have a certificate of consent to sell -insure. or a certificate of Workers' Compensation Insurance, or a certified copy thereof (Sec. 3800. Lab. C.). ❑Certihed copy is hereby furnished. y ❑Certified copy is liled with the County Building Inspection Department or County Deparffnent. APPLICANT NAME (L, F, MI) JDAN HORN ADDRESS P.D. BOX 1638 CITYICOM MUNITYISTATEIZIP 'ALM DESERT CA 922600000 JOB SITE ADDRESSISPACE 77270 CALLE CHIHUAHUA CITY/COMMUNITY/STATE/ZIP LA OUINTA CA 922530000 BOK PAG C TWN RNG SE S 773 3111 000 as TRACT No SBl, 000000MOD all TRACT NAME SCV LAO #17 BLit 169 OWNER HORN ! (L,F,MI) N PHONE N CONTRACTOR -FIRM NAME DANAVON HORN LICNC 8 335436 ADDRESS BOX 1638 �"PAInDESERT CA 922600000 PHC1NEN 714-568-1048 BLDG. INSPECTOR FINAL DATE ARC/ENG FIRM NAME LICNC N ADDRESS CITYICOM MUNITYISTATEIZI P PLAN N PLANS EXAMINER •\ APPROVE DATE USE OF PERMIT DWLG & ATT GARAGE BILZON a0 R1 FSB 040 SSS 005 SSB RSB OFC IiVD ZONE ORD N LOT SZEND 710 0050 SIDE 0100 CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE: This section need not be com- pleted if the permit is lot one hundred ($100) or less. I certify that in the performance of the work lot which this permit is issued. I shall not employ any person in any manner so as to become subject to the Workers' Compensa- tion Laws of Calilornia. Date _ __ —_._ -- --_._ _ Applicant NOTICE TO APPLICANT: If, after making this Certificate of Exemption, you should become subject to the Workers' Compensation provisions of the Labor Code. you must forthwith comply with such provisions or this permit shall be deemed revoked. DIVISION OF INDUSTRIAL SAFETY PERMIT CERTIFICATION: 01 hereby certify that no excavation five (5) or more feet in depth into which a person is required to descend, will be made in connection with work authorized by this permit, and that no buildingstructure, scaffolding, falsework, or demolition or dismantling thereof. will be more than thirty-sii (36) feet high. (Chap. 3.2, Grp 2, Art 2. Sec 341. Title 8. C.A.C.). 0 A owner -builder. I will not employ anyone 10 do work which would require a permit from the Division of In- dustrial Safety, as noted above. unless such person has a permit to do such work from the division. ❑Division of Industrial Safety Permit No. CONSTRUCTION LENDING AGENCY: I hereby affirm that there is a construction lending agent for the perfor- mance of the work for which this permit is issued (Sec. 3097. Civ. C.). Lender's Name Lender's Address CERTIFICATE OF COMPLIANCE AND AUTHORIZATION OF ENTRY: I certify I have read this application and state that the information given is correct. I agree to comply with all state laws and county ordinances relating t0 building construction, and authorize a representative of the County of Riverside, Department of Building and Safety to enter upon the property for which I have applied for this permit lot the purpose of making inspections. X Signature of Applicant or Agent Date Print Applicant/Agent Name APPLIPRMT q PS DATE 25655 r(15I` TOTAL . FEE CA CK NC COUNTER B.I. COUNTER L.U.T. APPLICATION FOR STRUCTURAL PLAN REVIEW T H I S I S A N A P P L I C A T I Ro" Y. FORM 284.208 (t t-8 t) ASSESSOR O N U N L Y �1/7_/?Z- �4 r3� _ -- I MI) U,4RNTMJ P��ry TUs. BOX 16:t- 38 VALO IUN7+76.WRPT CA 922600000 Y-Af$ MRESSISPACE C L E Cf NUAHUA tV*O V G "4TfWZIP CA 922530000' BO1%'3 31 3 V A 2 .8 THIN WOO 4!o S "To 1111 n '1�11:� [WTI SB 5LOVANEAG 411 SLK 169 WM1$ ME (L, q ]- PHONE # �4 -MORN LIW-6436 90%s 1638 4°oW��" s:9 l�lpi CA 922600000 Vlkl*-568-1 048f BLDG. INSPECTOR FINAL DATE ARCIENG FIRM NAME LICNC N ADDRESS CITYICOM MUNITYISTATEIZI P PLAN # PLANS EXAMINER - APPROVE DATE T ' aMIi All I 1b 44 R AC Eo N 71.N Will oub 000 Uio g" D # LOT SZ �oppp'pp!T�6 v�y0 06/ A 8/TU2 AF PI-IrATION 'FOR STRUCTt.)RAL PERPiX T H I S S A N A P F' L T C A T I O N O N L Y FORM 284-M8 (11.81) INSPECTOR A TOTAL . 1 FEE CA CK. NC COUNTER B.I. COUNTER L.U.T. AF PI-IrATION 'FOR STRUCTt.)RAL PERPiX T H I S S A N A P F' L T C A T I O N O N L Y FORM 284-M8 (11.81) INSPECTOR A NO. OPERATION DATE INSPECTOR NO. OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS 1 Set Back 33 Ventilation System 2 Ftgs 8 Frms 34 Plenums i3 Ducts 2A Slab Grade 35 Furnace Comport. 3 Steel 36 Inlets 8 Outlets 4 Grout Blocks 37 1 Combustion Air 5 Bond Beams 38 Compressor 6 Roof Deck 39 Appl. Clearance 7 Framing 40 Fire Damper 8 Vents 41 Smoke Detection Device 9 Garage Fire Wall 42 Commercial Hood 10 Fireplace P. L. 43 Final IDA Fireplace T. 0. OP'N NO. ADDITIONAL INFORMATION •• - • SEWAGE SYSTEM SIZE & LOCATION 11 Exterior Lath 12 Internal Lath 12A Drywall 13 Finish Grade INSULATION Thick R Value 7A Walls (Batts) 12B Ceiling (Batts) 12C Ceiling (Blown) 14 Final PLUMBING APPROVALS 15 Ground Plumb 16 Water Piping 17 Rough Plumb 18 Vents 19 Sewage Disposal 20 Sewer 21 Water Heater 22 Water Softener 23 Water Service 24 Gas Test 25 Final Tank Pit L.Line REAR OF PROPERTY LINE P/L P/ ELECTRICAL APPROVALS 26 Power Pole 27 Conduit 28 Service Entrance 29 Wiring 29A Grounding Wire 29B Bonding 30 Fixtures 31 Service 32 Final STREET NAME 'APPLICANT NAME (L, F, MI) ADDRESS P.O. BOX 1638 CITYICOM MUN ITYISTATEIZI P VIALM n�E;Ligi' CA 922600000 JO S FyADDRESSISPACE 10 CALLS CHIHUAHUA CITYICOM MUNITY/STATE/ZIP LA QUINT CA 922531000 BOKPAG I'% 311 PRC 016 C i TWN RNG 000 SE 00 S TRACT I LOT 000000- 001:5 MOD 011 SB TRACT NAME ' 8 C V L40, 017 BL.K 169 Q�gpWN/6EpppAfG�f.P��M EE/(LL��M�nCNM�E��i PHONE N ff 1L, L�IiRA V CJ� N fll,iR N �• Cg. !� Y L LI47Nv7�i.�•7 t�D K7 ADD 'KiRl 1638 PTALOW"R9s9-1 T CA 922600000 TfW-566— A 0 "lid BLDG. INSPECTOR FINAL DATE ARCIENG FIRM NAME LICNC N ADDRESS CITYICOMMUNITYISTATEIZIP i 1 PLAN # 2 i PLANS EXAMINER APPROVE DATE USE OF PERMIT )DWLG & ATT GARAGE .06 0 RZ�'" 0 80 0 0� OSt� j on ND ZONEORDM LOT SZ I 14j 060 o Sf t' , j• FORM 284.208(17.81) INSPECTOR. 4• b APPLICATION FOR STRL)CTURAt. FLAN REVIEW 15 A N A P P L I C: A T 10 N O N L. Y r X T H I :i `i ' t' , j• FORM 284.208(17.81) INSPECTOR. 4• b APPLICATION FOR STRL)CTURAt. FLAN REVIEW 15 A N A P P L I C: A T 10 N O N L. Y r X NO. OPERATION DATE INSPECTOR NO. OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS 1 Set Back 33 Ventilation System 2 Ftgs & Frms 34 Plenums & Ducts 2A Slab Grade 35 Furnace Comport. 3 Steel 36 Inlets & Outlets 4 Grout Blocks 37 Combustion Air 5 Bond Beams 38 Compressor 6 Roof Deck 39 Appl. Clearance 7 Framing 40 Fire Damper 8 Vents 41 Smoke Detection Device 9 Garage Fire Wall 42 Commercial Hood 10 Fireplace P. L. 43 Final 10A Fireplace T.O. P' ADDITIONAL INFORMATION SEWAGE SYSTEM SIZE & LOCATION 11 Exterior Lath 12 Internal Lath 12A Drywall 13 Finish Grade INSULATION Thick R Value 7A Walls (Batts) 12B Ceiling (Batts) 12C Ceiling (Blown) 14 Final PLUMBING APPROVALS 15 Ground Plumb 16 Water Piping 17 Rough Plumb 18 Vents 19 Sewage Disposal 20 Sewer 21 Water Heater 22 Water Softener 23 Water Service 24 Gas Test 25 Final Tank Pit L.Line REAR OF PROPERTY LINE t t PSL P/ ELECTRICAL APPROVALS 26 Power Pole 27 Conduit 28 Service Entrance 29 Wiring 29A Grounding Wire 29B Bonding 30 Fixtures 31 Service 32 Final STREET NAME ENERGY CONSERVATION REQUIREMENTS Masonry and factory -built fireplaces shall meet the following requirements: 1. The entire opening of the firebox must be covered with a tight -fitting, closeable, metal or glass door. This requirement may be omitted if such doors would interfere with devices permanently installed in the fireplace which are designed to increase the circulation of heat. 2. The firebox must have an outside air intake which has a minimum area of six square inches. This air intake must have a tight -fitting damper (not the same as the flue damper) which is operable and readily accessible. 3. The flue damper must be tight -fitting with an accessible control. 4. Continuous burning gas pilot lights are prohibited. 5. The use of indoor air to cool the firebox when that indoor air is vented to the outside of the building is prohibited. CHIMNEY REINFORCEMENT Every chimney shall be reinforced with at least four '/2" diameter vertical reinforcing bars. The bars shall extend the full height of the chimney. The bars shall be tied horizontally at 18" intervals with not less than '/4" diameter steel tie at each interval Two ties shall also be provided at the bend in a bar where it changes from a sloped position to a vertical position. Maximum slope, of vertical steel should be 6" horizontal to 12" vertical. It is suggested that ties be also placed approximately 6" above and below anchor strap. Where the width of the chimney exceeds 40," two additional '/2" diameter vertical bars shall be provided for each additional flue incorporated into the chimney; or for each additional 40" in width or fraction thereof. The above reinforcement requirement will be adequate for chimneys to 12 ft. above anchor tie. SMALL CHIMNEY ONE FLUE Joists parrallel to wall / 48 46 44 42 s 40 CM 38 a 0 36 34 ii 32 L = 30 28 26 24 BLOCK i WIDE CHIMNEY — 2 FLUES Lap 24 28 32 . 36 40 44 48 52 56 60 64 68 72 Width of Fireplace Opening (Inches) GRAPH TO DETERMINE PROPER FLUE SIZE FOR SINGLE FACE FIREPLACE ANCHORAGE OF CHIMNEY TO BUILDING It is required by all codes to provide anchor straps from the chimney to the building when the chimney is outside the building and against the exterior wall. For a standard size chimney with one flue, steel straps approximately 3/16" x 1", or standard FHA anchors, are embedded in the grout and around the reinforcing steel. They are attached with 2-'/2" dia. bolts or 4-3/8" dia. x 3" lag screws to framing members. Bolts or lag screws used in all anchors must each be in separate holes. ou or less J Lap 16" or less 16" -r less f /1/ 11 \\ an" nr I ace uep 9 anrhnrc E More than 60" use 3 anchors Lap More than 24" lL Anchors at each end and in center .i GAS LOG LIGHTER Installation of a gas log lighter should comply with local regulations for gas appliances. The gas shut off valve should be an approved A.G.A. appliance and must be outside the masonry fireplace and not embedded in the outside hearth. A swing joint consisting of at least three elbows should be installed between the gas shut off valve and the log lighter pipe. This is to prevent breaks in the joints in the event of movement or settlement of the fireplace. It is recommended that the gas log lighter be 1" above the ash bed and definitely not buried in the ashes or in sand. FLUE AND CHIMNEY SIZES Nominal Dimension of Flue Lining Actual Outside Dimensions of Flue Lining Effective Flue Area Max. Area of Fireplace Opening Minimum Outside Dimension of Chimney 8'/z" Round 8%" Round 39 sq. in. 390 sq. in. 17" x 17" 8'/2" x 13" oval 8'/z" x 12%" 69 sq. in. 690 sq. in. 17" x 21" 8'/:" x 17" oval 8'/2" x 16%" 87 sq. in. 870 sq. in. 17" x 25" 13" Round 12%" Round 91 sq. in. 1092 sq. in. 21" x 21" 10" x 18" oval 10" x 17%/ 112 sq. in. 1120 sq. in. 19" x 26" 1Q" x 21" oval 10" x 21" 138 sq. in. 1380 sq. in. 19" x 30' 13" x 17" oval 12%" x 16%" 134 sq. in. 1340 sq. in. 21" x 25" 13" x 21" oval 12%/ x 21" 173 sq. in. 1730 sq. in. 21" x 30" 17" x 17" oval 16%" x 16%/ 171 sq. in. 1710 sq. in. 25" x 25" 17" x 21" oval 16%" x 21" 223,sq. in. 2230 sq. in. 25" x 30" 21 " x 21 " oval 21 " x 21 " 269 sq. in. 2690 sq. in. 30" x 30" FLUE SIZES The area of the fireplace opening is multiplied by the flue area ratio to obtain the minimum required effective flue area. The size of the modular flue lining selected should be equal to or larger than the required computed area. PROBLEM: Find proper flue size at 1/10 fireplace area for a fireplace 48" wide by 30" high. SOLUTION: 1. Find 48" fireplace width at bottom of chart 2. Find 30" fireplace height at left side of chart 3. Follow height line across and width line up until they intersect. 4. Proper flue size will be nearest curve above intersection. Use 17" x 17" or 13" x 21" nominal flue lininq size. CHIMNEY STRAP ANCHORS BOND 1 BEAM J� CHIMNEY FLUE LINING SMOKE CHAMBER THROAT SMOKE SHELF FIREBRICK FIREBOX LINTEL ASH DUMP OPTIONAL ASH PIT CDADV ADDCCTCD RESIDENTIAL f EPLACE AND CHIMNEY NSTRUCTION DETAILS NO SPECIFICATIONS Date ?i Tract No. or Job Location Name & Address —Owner W t i. S Name & Address —Contractor S-1 0C.,`r I o:o Dimensions shall be ni3t rtsn d-Tn of Gt Requirements Width of Opening Height of Opening Depth of Firebox Size of Flue _ Width of Jambs Each Side of Opening Height: Top of Foundation to Top of Chimney Ash Dump & Clean -out Fittings Required: Yes Special Items & modifications applying to this Job: i ci IRLn HEARTH \J1�� M ® m FOUNDATION HIGGINS M®m Rrick®m�Iany PARTS OF A FIREPLACE AND CHIMNEY SINCE 1927 .�■ 1845 SOUTH ELENA AVE., REDONDO BEACH, CALIFORNIA 90277 (213) 772-2813 • 540-1126 PLANT: CHINO, CA (213) 625-8028 • (714) 597-3711 SPECIFICATIONS Scope: The following specifications, including special items and modi- fications, shall govern the construction of the fireplace and chimney. Work Not Included: Any .concrete work, furnishing the required vertical reinforcing steel, furnishing or placing vertical steel dowels in the footing. Work Included: All labor, materials, equipment, appliances, anchors, bolts, miscellaneous iron work and all other reinforcing steel, including setting Of vertical steel as indicated on the plans and as herein specified. Materials: Materials shall be as follows: Water shall be clean and potable. Sand conforming to "Aggregate for Masonry Mortar," ASTM C 144. Portland cement conforming to ASTM C 150. Lime putty made of high calcidm lime and aged to insure complete slacking. Hydrated lime conforming to "Hydrated Lime for Masonry Purpose," ASTM C 207, Type S. Steel reinforcing conforming to Deformed Billet Steel Bars Concrete Reinforcement ASTM A 615 — Grade 40. Brick, meeting the requirements for "Building Brick," ASTM C 62. Block meeting the requirements for "Hollow Load Bearing Concrete Masonry Units," ASTM C 90. Flue lining conforming to Clay Flue Linings, ASTM C 315. Mortar Proportions: Mortar shall be composed of one part portland cement and 4'/2 parts dry loose sand, to which shall be added not less than '/4 part nor more than 1/2 part lime putty or hydrated lime; or composed of one part plastic cement and three parts dry loose sand, to which lime may be added not in excess of 1/10 the volume of cement, All parts by reasonably accurate volume measurements. Mixing of Mortar: All cementitious materials and aggregates shall be mixed for a minimum period of three minutes, with the amount. of water required to produce the desired workability. Re -tempering Permitted only by •adu..,g water within a basin formed of mortar and the mortar, reworked into the water. Mortar which has be- come harsh and non -plastic shall not be re -tempered or used. Grout: Grout may be composed of mortar retempered with water. Joints: All joints exposed to the weather shall be tooled. Joints in firebrick shall not exceed'/4". Construction: When the bricks are being laid, they shall be sufficiently damp, and the mortar sufficiently soft, so that the mortar will remain plastic to permit the units to be leveled and plumbed immediately after being laid without losing bond. All masonry work shall be accurately executed and in conformity with the plans. No brick less than length shall be used in exposed work. Head and bed joints shall be solidly filled with mortar and brick shall be shoved into place. Fireplaces are generally of two types. One type is constructed on concrete slab floors and the other type is constructed in a frame floor using.a cantilivered hearth. The generally accepted method of construction of a fireplace from the hearth up is as follows: The fireplace is laid out; the back of the fireplace is constructed to a scaffold height approxi- mately five feet; and then the firebox is constructed and back - filled with tempered mortar. Do not grout solidly behind firebox wall. Slush loosely behind firebox wall to allow for expansion of firebox. The horizontal steel may be placed either in the mortar bed joint or in the grouted area. Some fireboxes are constructed without the face, leaving ties so the face may be added at a later date, while other fireboxes are constructed simultaneously with the face. Either way is an approved method of construction. In masonry chimney work tempered mortar grout shall fill the void between the flue lining and the masonry wall. CHIMNEY SECTIONS GENERAL CODE REQUIREMENTS Flue #2 ties at 18" with 8", „ . Veneer Tie 16 if fireplace opening Is less than six so' ft. 0o Brick, 90°vertical bend _ �, M Lining � P � r �-- `� Floaters Five #4 vertical bars 20" if fireplace opening is six sq. ft. or more; I �; o - - -( R .^ — #4 Steel with _ _ _c N Wall Clear, a Thickness r_ standard 90� ho k __ t - - 1 j = E Double Ties at -- "_x` w j Y o Bend in Steel' �' g 20" Min. ( I a X Smoke Chamber �� " ��3 Min.\ Horizontal f. _ , � \Parge with O . d� O 6 - �,� �o % Reinforcing Mortar ti �? �o < / w s Ties Alter nateanaj�yPd�rs'aP �y x Vertical F- of side wall r4 �� O° .y H - r I a 4 Reinforcing --' Lintel O Fireplace Brick Floaters - Damper ✓ Opening Firebox Wall ]]] Thickness � �..1 lnside,Hearth \air real` �`oc _ Outside Hearth tiesy `i t 6" Min t o Q e Ito combustible echo' �/ Footing oo °•� material Depth PLAN AT TOP OF HEARTH FOR CORNER FIRE PLACE SECTION — THRU FIREBOX OF A CORNER FIREPLACE E Bond Spark Arrestor Screen Beam _.. 'h" Mesh K Mortars —rapsonry Cap a — o NI R Clearance - — � 100" Min. Effective Flue Area K Bond Flashing Beam Flue Lining K Bond Beam Horizgntal J Reinforcing Ties Wall Thickness Parge with mortor Smoke G Chamber Vertical H Reinforcing Firebox E Wall Thickness Hearth Slab Thickni Anchorage R Clearance Anchorage Detail for full masonry wall --*-"Veneer Cl. OP �C Tie Clearance .mars. i► BRICK BLOCK U I L 8 Width of Fireplace B - Opening QUALITY SINCE 1927 HICGINS®® Brick Company m ■ 2 N Detail with „- /' Min. _ Wood Mantel Parge with mortor Damper t L .rn Lintel _ S Inside Hearth Outside LZ n 20" Hearth O C Fireback % 1 Tie if floor J is 6' above grac Ash -� Dump Hearth Slab -Optional D Reinforcing Z C� bo •— Footing Width T); I Clean Out I (T 1 Footing Width Grade 11:-Ill==. I Ilil-1I11 _ (�I��1III Reinforcing for free standing fireplace only ; I • �d . I v•' f �' T Footing Depth _ Alternate for Free W Square - Standing Fireplace 3" Clear BRICK FIREBOX AND CHIMNEY WOOD FLOOR PLAN AT TOP OF HEARTH i o N Clearance-- D 10'0" Min. �Flashingr, Anchorage 2-'/z" Bolts S Each strap Clearance U C s Spark Arrester Screen •�•• Mortar Cap. Y: \ Bond .. — Beam L Horizontal Reinforcing 11 G a Vertical j L I I �) Reinforcing llF T 1 _ T Anchor Strap 1'/2" Min. grout between 4" concrete masonry and [clay flue Lining Flue Lining 6" Min. Horizontal Reinforcing Ties LJ'''�,,II�� 1li1 �1/2 ji Min. 4" Thick I ( F • I Masonry Unit ' h Vertical Reinforcing - I 20" Lap if spliced to Lintel . H footing dowels. L I (L.A. City Code No splice) Fireback_ Inside Hearth Firebox Wall 1. '__ 20" E Thickness Outside Hearth Min. r'' I, Footing Width LE 6" Min. around ` IT 9 --i--- r o•.�, standing fireplace Natural Footing 0 Grade Depth O �• 4.I Bars in 717 Concrete Footing 4: W Square ~ Alternate for Free Standing Fireplace lI BLOCK FIREBOX AND CHIMNEY ON CONCRETE SLAB I Uniform Building Code FHA & VA Local or Special ITEM Letter 9=& t= Edition Requirements Hearth Slab Thickness A * 4" 4" Hearth Slab Width B 8" Fireplace opg. <6 sq.ft. 8" (Each side of opening) 12" Fireplace opg. >, 6 sq. ft. Hearth Slab Length C 16" Firepl. opg. <6 sq. ft. * 16" (Front of opening) 20" Firepl. opg. _> 6 sq. ft. Hearth Slab Reinforcing D Reinforced to carry its own Required if cantilevered in weight and all imposed loads. connection with raised wood floor construction. Thickness of Wall of Firebox E * 10" common brick or 8" where 8" including minimum 2" fireback a fireback lining is used. lining-12"' when no lining is Jts. in fireback''/4" max. provided. Distance from Top of Opening F 6" 6" min.; 8" recommended. to Throat Smoke Chamber Edge of Shelf G Y2" offset. Rear Wall -Thickness 6" 6" plus paraging may be omitted if wall thickness is Front &Side wall -Thickness 8„ 8" or more of solid masonry. Form damper is required. Chimney **H Four #4 full length bars for chimney Four #4 bars full length, no Vertical Reinforcing up to 40" wide. Add two #4 bars for splice unless welded. each additional 40" or fraction of width or each additional flue - Horizontal Reinforcing J Y1' ties at 18" and two ties at each bend in verticsl steel. '/4" bars at 24" Bond Beams K No specified requirements. Two bars at top bond beam 4" L.A. City requirements are good high. Two bars At anchorage bond practice beam 5" high. Fireplace Lintel L Incombustible material 2Y2' x 3" x 3/16" angle with 3" end bearing Walls with Flue Lining M Brick with grout around lining. 4" Brick with grout around lining. 4" min, from flue lining to outside min. from outside flue lining to face of chimney. outside face of chimney. Walls with Unlined Flue N 8" Solid masonry 8" Solid masonry Distance Between Adjacent 0 4" including flue liner 4" wythe for brick Flues Effective Flue Area P Round lining-1/12 or 50 sq.in.min. 1/10 for chimneys over 15' high (Based on Area of Fireplace * Rectangular lining 1/10 or 64 and over Opening) sq. in min. 1/8 for chimneys less than 15' high Unlined or lined with firebrick-1/8 or 100 sq. in. min. Clearances - R - -1" when outside of wail or'/z" '/." from subfloor or floor or roof Wood Frame gypsum board sheathing. 1" when entirely within structure 2" from framing members Combustible Material 6" min. to fireplace opening. 3'h" to edge of fireplace 12" from opening when material pro- 12" from opening when projecting jecting more than 1/8 for ea. 1'° more than 1Y2" Above Roof 2' at 10' 2' at 10' Anchorage S Strap 3/16" x 1" 1/4" x 1" Number 2 2 Embedment into chimney 12" hooked around outer bar w/6"ext. 18" hooked around outer bar Fasten to 4 Joists 3 joists Bolts Two °'/i' Dia. Two Dia. Footing T . - Thickness 12" min. 8" min. for 1 story chimney 12" min. for 2 story chimney Width 6" each side of fireplace wall 6" each side of fireplace wall. Outside Air Intake U Optio-nal Required 6 sq. in. minimum area (California Energy Commission Requirement) Glass Screen Door Optional Required but shall not interfere Reouired but shall not with energy conservation interfere with energy improving devices conservation improving devices -Applies to Los Angeles County ano Los **H EXCEPTION. Chimneys constructed of hollow masonry units may have vertical reinforcing bars spliced to footing Angeles City requirements. dowels, provided that the splice is inspected prior to grouting of the wall. d ANCHOR TIE CONNECTION REQUIREMENTS FOR TALL CHIMNEYS HEIGHT OF CHIMNEY SMALL CHIMNEY APPROX. 22" x 30" WIDE STRAIGHT UP CHIMNEY APPROX. 22" x 55" ABOVE TIE BOLT TIE TO NAIL 2" x 4" RUNNER BOLT TIE To NAIL 2" x 4" RUNNER 2" x 4" RUNNER TO RAFTERS OR JOISTS 2 x 4" RUNNER TO RAFTERS OR JOISTS 10' 2-'/z" bolts 7-16d nails 2-'/z" bolts 12-16d nails 2-5/8" bolts 12' 2-'/2" bolts 9-16d nails or 14-16d nails 3-'/z" bolts (DAnchor tie at different levels splayed at 45' Roof N 10, Cathedral open beam ceiling GABLE END OPEN BEAM ALTERNATE FOUNDATION SCHEDULE FOR A ONE STORE FREESTANDING FIREPLACE (Soil Bearing 1000 psf max.) FREE STANDING HEIGHT —FT. SQUARE FOOTING "W"lmin.) BOTTOM REINF. EACH WAY 10' and 11' 4'-0" 444 12' and 13' 4'-6" 444 14' and 15' 5'-0" 5-#4 16' and 17' 5'-6" 1 5--0 Fireplace and chimney reinforcing and details same as "minimum requirements" this sheet except no anchor tie connections are required at roof or ceiling. ,COMPUTER METHOD SUMMARY C -2R page 7 of 2C ------------------------------------------------------------------------------ Project Name: WILSON RESIDENCE ;Date: 12/21/1994 Documentation: KROWN MECHANICAL DESIGN ;COMPLY 24 User 2366 ---------------------..---.----------------_.---_------------------------------- POINT SYSTEM COMPLIANCE SUMMARY Proposed Design Point Score Budget Compliance Point Goal GENERAL INFORMATION Compliance Method: Climate Zone: Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: Floor Construction Type: Total Conditioned Volume: Conditioned Footprint Area: Ground Floor Area: 4 Points *BUILDING COMPLIES* 0 Points COMPLY 24 version 4.11 15 3235 sqf t Single Fam Det, 180 deg (S) 1 1 Slab on Grade 29380 cuft 3235 sqf t 3235 sqf t BUILDING .ZONE INFORMATION Floor # of Vent Zone Name Area Volume Units Zone Type TStat Type Hgt Area ----------------------- ----- ------ ---------------------------- --- ---- FAU/CU/COIL 1 & 2 3235 29380 1.00 Conditioned Setback 2 n/a OPAQUE SURFACES Act Solar Type Area U -Val Azm Tilt Gains Form 3 Reference Location/Comments ZONE NAME = FAU/CU/COIL 1 & 2 Wall 117 0.066 180 90 Yes Wall 255 0.066 270 90 Yes Wall 240 0.066 0 90 Yes Wall 32 0.066 90 90 Yes Roof 243 0.029 180 23 Yes Roof 1240 0.024 180 0 Yes Wall 101 0.066 180 90 Yes Walt, 20 0.066 270 90 Yes Wall 446 0.066 90 90 Yes Roof 808 0.024 180 0 Yes Wall 209 0.066 180 90 Yes Wall 173 0.066 270 90 Yes Wall 68 0.066 0 90 Yes Wall 20 0.066 90 90 Yes Roof 243 0.029 180 23 Yes Roof 287 0.024 180 0 Yes Wall 98 0.066 180 90 Yes Wall 116 0.066 270 90 Yes Wall 92 0.066 0 90 Yes Wall 32 0.066 90 90 Yes Wall 28 0.063 270 90 Yes Wall 92. 0.063 0 90 Yes Wall 176 0.063 90 90 Yes Roof 414 0.024 180 0 Yes R-19 Wall (W19.2x6.16) R-19 Wall (W19.2x6.16) R-19 Wall (W19.2x6.16) R-19 Wall (W19.2x6.16) Tile/R-38/Gypbd Tile/Air Sp./R-38/Gypbd R-19 Wall (W19.2x6.16) R-19 Wall (W19.2x6.16) R-19 Wall (W19.2x6.16) Tile/Air Sp./R-38/Gypbd R-19 Wall (W19.2x6.16) R-19 Wall (W.19.2x6.16) R-19 Wall (W19.2x6.16) R-19 Wall (W19.2x6.1.6) Tile/R-38/Gypbd Tile/Air Sp./R-38/Gypbd R-19 Wall (W19.2x6.16) R-19 Wall (W19.2x6.16) R-19 Wall (W19.2x6.16) R-19 Wall (W19.2x6.16) R-19 Partition (2x6.16) R-19 Partition (2x6.16) R-1.9 Partition (2x6.16) Tile/Air Sp./R-•38/Gypbd LIV/DIN/KIT/FAM/ENTRY LIV/DIN/KIT%FAM/ENTRY LIV%DIN/KIT/FAM/ENTRY LIV/DIN/KIT/FAM/ENTRY LTV/DIN/KIT/FAM/ENTRY LIV/DIN/KIT%FAM/ENTRY GUEST BEDS GUEST BEDS GUEST BEDS GUEST BEDS MASTER SUITE MASTER SUITE MASTER SUITE MASTER SUITE MASTER SUITE MASTER SUITE LAUNDRY/BONUS LAUNDRY/BONUS LAUNDRY/BONUS LAUNDRY/BONUS LAUNDRY/BONUS LAUNDRY/BONUS LAUNDRY/BONUS LAUNDRY/BONUS ,a COMPUTER METHOD SUMMARY C -2R page 8 of 20 Project Name: WILSON RESIDENCE ;Date: 12/21/1994 Documentation: KROWN MECHANICAL DESIGN ;COMPLY 24 User 2366 ------------------.-------------------------------------._-------------------- PERIMETER LOSSES F2 Insulation Type Length Factor R -Val Depth Location/Comments ZONE NAME = FAU/CU/COIL 1 & 2 Covered 62.5 .0.72 0.0 0 in LIV/DIN/KIT/FAM/ENTRY Exposed 43.5 0.90 0.0 0 in LIV/DIN/KIT/FAM/ENTRY Covered 76.5 0.72 0.0 0 in GUEST BEDS Exposed 8.5 0.90 0.0 0 in GUEST BEDS Covered 58.0 0.72 0.0 0 in MASTER SUITE Exposed 4.5 0.90 0.0 0 in MASTER SUITE: Covered 29.5 0.72 0.0 0 in LAUNDRY/BONUS Exposed 55.0 0.90 0.0 0 in LAUNDRY/BONUS FENESTRATION SURFACES Sc Act Glass # Type Area Frame Div U -Val Azm Tilt Only Location/Comments ---------------- ----- ----- --- ----- --- ---- ----- --------------------- ZONE NAME = FAU/CU/COIL 1 & 2 1 Wdw Front (S) 40.0 Wood Yes 0.60 .180 90 0.88 LIV/DIN/KIT/FAM/ENTRY 2 Wdw Front (S) 9.0 Wood Yes 0.57 180 90 0.88 LIV/DIN/KIT/FAM/ENTRY 3 Wdw Front (S) 12.0 Wood Yes 0,.60 180 90 0.88 LTV/DIN/KIT/FAM/ENTRY 4 Wdw Left (W) 30.0 Wood Yes 0.57 270 90 0.88 l_IV/DIN/KIT/FAM/ENTRY 5 Wdw Left (W) 48.0 Wood Yes 0.60 270 90 0.88 LIV/DIN/KIT/FAM/ENTRY 6 Wdw Left (W) 42.0 Wood Yes 0.60 270 90 0.88 LIV/DIN/KIT/FAM/ENTRY 7 Wdw Left (W) 32.0 Wood Yes 0.60 270 90 0.88 LIV%DIN/KIT/FAM/ENTRY 8 Wdw Back (N) 24.0 Wood Yes 0.60 0 90 0.88 L.IV/DIN/KIT/FAM/ENTRY 9 Wdw Back (N) 16.0 Wood Yes 0.60 0 90 0.88 LIV/DIN/KIT/FAM/ENTRY 10 Wdw Back (N) 12.0 Wood Yes 0.60 0 90 0.88 LIV/DIN/KIT/FAM/ENTRY 11 Wdw Front (S) 16.0 Wood Yes 0.60 180 90 0.88 GUEST BEDS 12 Wdw Right (E) 12.0 Wood Yes 0.60 90 90 0.88 GUEST BEDS 13 Wdw Right (E) 48.0 Wood Yes 0.60 90 90 0.88 GUEST BEDS 14 Wdw Right (E) 22.5 Wood Yes 0.60 90 90 0.88 GUEST BEDS 15 Wdw Front (S) 16.0 Wood Yes 0.60 180 90 0.88 MASTER SUITE 16 Wdw Left (W) 32.0 Wood Yes 0.60 270 90 0.88 MASTER SUITE 17 Wdw Back (N) 40.0 Wood Yes 0.60 0 90 0.88 MASTER SUITE 18 Wdw Front (S) 6.0 Wood Yes 0.57 180 90 0.88 LAUNDRY/BONUS 19 Wdw Left (W) 16.0 Wood Yes 0.60 270 90 0.88 LAUNDRY/BONUS 20 Wdw Left (W) 40.0 Wood Yes 0.60 270 90 0.88 LAUNDRY/BONUS 21 Wdw Back (N) 16.0 Wood Yes 0.60 0 90 0.88 LAUNDRY/BONUS INTERIOR & EXTERIOR SHADING # Type Interior Shade Type SC Exterior Shade Type SC 1 Wdw Std Drape 0.78 Standard Bug Screen 0.87 2 Wdw Std Drape 0.78 Standard Bug Screen 0.87 3 Wdw Std Drape 0.78 Standard Bug Screen 0.87 4 Wdw Std Drape 0.78 Standard Bug Screen 0.87 5 Wdw Std Drape 0.78 Standard Bug Screen 0.87 6 Wdw Std Drape 0.78 Standard Bug Screen 0.87 7 Wdw Std Drape 0.78 Standard Bug Screen 0.87 8 Wdw Std Drape 0.78 Standard Bug Screen 0.87 9 Wdw Std Drape 0.78 Standard Bug Screen 0.87 10 Wdw Std Drape 0.78 Standard Bug Screen 0.87 11 Wdw Std Drape 0.78 Standard Bug Screen 0..87 12 Wdw Std Drape 0.78 Standard Bug Screen 0.87 13 X14 1S 16 17 18 19 20 21 Wdw W (I IAA Wdw Wdw Wdw Wdw Wdw Wdw Wdw Std (�ranA Std Drape 0.78 Standard Bug Screen 0.87 Std Drape 0.78 Standard Bug Screen 0.87 Std Drape 0..78 Standard Bug Screen 0.87 Std Drape 0.78 Standard Bug Screen 0.87 Std Drape 0.78 Standard Bug Screen 0.87 Std Drape 0.78 Standard Bug Screen 0.87 Std Drape 0.78 Standard Bug Screen 0.87 COMPUTER ----------------------------------------------------------------------------- METHOD SUMMARY 0.98 n/a 0 0.98 C• -2R page 9 of 20 Project Name: WILSON RESIDENCE 0.98 n/a 0 0.98 ;Date: 12/21/1994 Documentation: ----------------------_-------------------------------------------------------- n/a 0 KROWN MECHANICAL DESIGN ;COMPLY 24 User 2366 OVERHANGS/SIDE FINS --Window-- -----Overhang------- ---Left Fin--- ---Right Fin-- # Type Ht Wd Len Ht LExt RExt Dist Len Ht Dist Len Ht 1 Wdw 8.0 5.0 10.0 4.0 10.0 10.0 2 Wdw 2.0 5.0 2.0 0.5 2.0 2.0 3 Wdw 4.0 3.0 33.0 1.5 33.0 3.0 4 Wdw 5.0 3.0 13.0 0.5 13.0 13.0 5 Wdw 8.0 6.0 13.0 0.5 13.0 .13.0 6 Wdw 7.0 6.0 13,.0 1.5 13.0 13.0 8 Wdw 8.0 3.0 2.0 2.5 2.0 2.0 9 Wdw 4.0 2.0 2.0 2.5 2.0 2.0 10 Wdw 4.0 3.0 2.0 2.5 2.0 2.0 11 Wdw 4.0 2.0 10.0 4.0 10.0 10.0 12 Wdw 3.0 4.0 2.0 2.0 2.0 2.0 13 Wdw 2.0 4.0 2.0 2.0 2.0 2.0 14 Wdw 6.0 1.3 2.0 2.0 2.0 2.0 15 Wdw 4.0 2.0 10,.0 4.0 10.0 10.0 17 Wdw 6.7 3.0 33.0 1.5 6.0 33.0 THERMAL MASS Area Thick Heat Type (sf) (in) Cap -------------- ---- ----- ----- ZONE NAME = FAU/CU/COIL 1. & 2 Covered Slab 353 3.50 28 Exposed Slab 1130 3.50 28 Covered Slab 672 3.50 28 Exposed Slab 136 3.50 28 Covered Slab 446 3.50 28 Exposed Slab 84 3.50 28 Covered Slab 96 & SO 28 Exposed Slab 318 3.50 28 Inside Location Cond Form 3 Reference R -Val. Comments --------------------------- ------ -------- 0.98 n/a 2 0.98 n/a 0 0.98 n/a 2 0.98 n/a 0 0.98 n/a 2 0.98 n/a 0 0.98 n/a 2 0.98 n/a 0 HVAC SYSTEMS Minimum Distrib Type Duct TStat System Type Efficiency and Location RVal Type Location/Comments -------------------------------------- ---- ------ ----------------------- Furnace 0.800 AFUE Ducts in Attic 4.2 SetBck FRU/CU/COIL 1 & 2 SpltAirCond12,.100 SEER Ducts in Attic 4.2 SetBck Water No. Tank Ext. WATER HEATING SYSTEMS Heater in Energy Size Insul System Name Distribution Type Type Sys Factor (gal) R -Val Std Gas 50 gal or Less Recirc-Time&Temp StorGas 2 0.53 50.0 12.0 AFUE WATER HEATER EQUIPMENT DETAIL /Rec Rated Stdby Tank Pilot System Name System Type Eff Input Loss R -Val Light Std Gas 50 gal or Less DomesticHW 0.780 40000 0.040 0.0 1 0 SPECIAL FEATURES/REMARKS POINT SYSTEM SUMMARY P -2R page 10 of 20 ----------------------------------------------------------------------------- Project Name: WILSON RESIDENCE ;Date: 12/21/1994 Documentation: DROWN MECHANICAL DESIGN ,COMPLY 24 User 2366 ----------------------------------------------------------------------------- BUILDING DATA ------------- Conditioned Floor Area 3235 sgft Occupancy Type Single Fam Det SCORE CARD Measure Number of Stories 1 1. Roof Insulation 0.0246 (U -Value) 2. Wall Insulation 0.0655 (U -Value) 3. Raised Floor Insulation 0.0000 JU-Value) 3a. Controlled Vent Crawlspace 0.0 i (R -Value) 4. Slab Edge Insulation 0.7794 (f2 factor)_: S. Infiltration Standard Points 1 -2 -1° N 6. Glass Heat Loss 0.60 16.49, .1. Sum 1-6 -1 7. Fenestration Heat Gain SC Orientation Area % Glass Open Eff % SER North 108.0 3.3 x 0.60 = 2.0 0.86 1 East 82.S 2.6 x 0 . S4 = 1.4 0.78 .1. South 99.0 3.1 x O.S6 = 1.7 0.82 0 West 240.0 7.4 x 0.47 = 3.5' 0.81 -4 Skylight 0.0 0.0 x 0.00 = 0.0 0.00 0 8. Interior Thermal Mass 3.24 3 9. Exterior Wall Mass 0.00 0 Sum 7-9 1 10. Heating System 0 Zonal Control: No 11. Cooling System 8 12. Water Heating - -4 Point Total: 4 HVAC ZONE HEATING & COOLING LOAD SUMMARY page 11 of 20 --------------------------------------------------------------------------- Project Name: WILSON RESIDENCE ;Date: 12/21/1994 Documentation: KROWN --------------------------------------------_------------------------------- MECHANICAL DESIGN ;COMPLY 24 User 2366 HVAC ZONE DESCRIPTION HVAC Zone Name: FAU/CU/COIL 1 & 2 Heating System Name: LENNOX 80MGF4-75A-** Cooling System Name: LENNOX HS25-511/C22-51 System Multiplier: 2 Fan Schedule: 24 Hr Fans STD Peak Load Method: COINCIDENT Relative Humidity: 50 106 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible -for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow -for accurate comparison with manufacturer's output data. COOLING SPACES IN THIS ZONE PEAK ---- HEATING ------- PEAK ---- SENSIBLE -------- LATENT ------ ----------------------- LIV/DIN/KIT/FAM/ENTRY (Jan 12am) 20194 (Aug 2pm) 20118 -364 GUEST BEDS (Jan 12am) 11622 (Aug 2pm) 12024 -198 MASTER SUITE (Jan 12am) 8871 (Aug 2pm) 8276 -157 LAUNDRY/BONUS (Jar) 12am) 9108 (Aug 2pm) 8059 -102 TOTAL SPACE LOAD 49795 48477 -821 Duct Gains & Losses: 4980 4848 Ventilation: ( 0 CFM) 0 0 0 Return Air Lighting Gain 0 -------- ------ TOTAL SYSTEM LOAD ------- 54775 53325 -821 SYSTEM OUTPUT AT DESIGN CONDITIONS 123340 66903 23072 NOTE: The TOTAL SYSTEM LOAD shown represents the minimum size equipment which will heat or cool this zone during the design conditions indicated. These numbers include no safety factor, and the HVAC contractor should oversize by a reasonable margin to account for variations in weather conditions and the pick-up capacity required to bring the zone to temper- ature as a result of a setback thermostat. Those responsible -for final equipment selection should note that Sensible and Latent Cooling Loads are indicated to allow -for accurate comparison with manufacturer's output data. RESIDENTIAL SPACE HEATING LOAD SUMMARY page 12 of 20 ----------------------------.-------------------------------------------------- Project Name: WILSON RESIDENCE ;Date: 12/2.1/1994 Documentation: KROWN MECHANICAL DESIGN ;COMPLY 24 User 2366 ------------------------------------------------------------------------------ Space Name: LIV/DIN/KIT/FAM/ENTRY Design Indoor Dry Bulb Temperature: 70 F Design Outdoor Winter Dry Bulb Temperature: 32 F Design Temperature Difference: 38 F Conduction Area ------ U -Value ------- TD ---- Btu/hr ------ ----------------------- R-19 Wall (W19.2x6.16) 644.0 x 0.0659 x 38.0 = 1612 Double Clear Default(R) 52..0 x 0.6000 x 38.0 = 1186 Double Clear Default(R) 9.0 x 0.5700 x 38.0 - 195 Double Clear Default(R) 52,.0 x 0.6000 x 38.0 - 1186 Double Clear Default(R) 30.0 x 0.5700 x 38.0 - 650 Double Clear Default(R) 32.0 x 0.6000 x 38.0 - 730 Double Clear Default(R) 90.0 x 0.6000 x 38.0 - 2052 Tile/R-38/Gypbd 243.0 x 0.0294 x 38.0 = 272 Tile/Air Sp./R-38/Gypbd .1240.0 x 0.0237 x 38.0 - 1117 Slab on Grade Perim = 62,.5 x 42 = 2594 Slab on Grade Perim = 43.5 x 42 - 180.5 Infiltration: 1.00 x 0.018 x 1483 sf x 9.0 fit x 0.75 AC x 38.0 = 6797 TOTAL. HOURLY HEAT LOSS FOR SPACE 20194 Heating AirFlow: 20194 Btu/hr / [1.07 x 3S F DeltaT)] = 538 cfm RESIDENTIAL SPACE COOLING LOAD SUMMARY page 13 of 20 --------------_.------------------------------------------------------------- Project Name: WILSON RESIDENCE ;Date: 12./21/1994 Documentation: KROWN MECHANICAL DESIGN ;COMPLY 24 User 2366 ------------------.---------------------------------------------------------- Space Name: LTV/DIN/KIT/FAM/ENTRY Design Indoor Dry Bulb Temperature: 78 F Design Outdoor Summer Dry Bulb Temperature: 112 F Design Temperature Difference: 34 F Conduction Area U -Value DETD Btu/hr ------------------------- R-19 Wall (W19.2x6.16) ------ 644.0 x -------- 0.0659 x ---- 27.6 - ------ 1171 Double Clear Default(R) 52.0 x 0.6000 x 34.0 - 1061 Double Clear Default(R) 9.0 x 0.5700 x 34.0 - 174 Double Clear Default(R) 52.0 x 0.6000 x 34.0 = 1061 Double Clear Default(R) 30.0 x 0.5700 x 34.0 - 581 Double Clear Default(R) 32.0 x 0.6000 x 34„0 - 653 Double Clear Default(R) 90.0 x 0.6000 x 34.0 = 1836 Tile/R-38/Gypbd 243,.0 x 0.0294 x 48.0 - 343 Tile/Air Sp./R-38/Gypbd 12.40.0 x 0.0237 x 48.0 - 1411 Infiltration: 1.00 x 0.018 x 1483 sf x 9.0 ft x 0.75 AC x 34.0 = 6081 Shaded Unshaded Solar Gain Orient. Area SGF Area SGF Sc ----------------------- Double Clear Default(R) --------- South ( ---- --- 40.0 x 15 + ---- --- 0.0 x 321 ---- x 0.51 = 307 Double Clear Default(R) South ( 9,.0 x 15 + 0.0 x 321 x 0.51 = 69 Double Clear Default(R) South [ 12.0 x 15 + 0.0 x 321 x 0.51 = 92 Double Clear Default(R) West [ 30.0 x 15 + 0.0 x 73.1 x 0.51 = 231 Double Clear Default(R) West [ 48.0 x. IS + 0.0 x 731 x 0.51 = 369 Double Clear Default(R) West [ 42.0 x 15 + 0.0 x 731 x 0.51 = 323 Double Clear Default(R) West [ 0.0 x 15 + 32.0 x 731 x 0.51 = 1197 Double Clear Default(R) North [ 0.0 x 15 + 24.0 x 151 x 0.51 = 184 Double Clear Default(R) North ( 0.0 x 15 + 16.0 x 151 x 0.51 = 123 Double Clear Default(R) North [ 0.0 x 15 + 12.0 x 151 x 0.51 = 92 Internal Gain -•---------------------- Op -------- Frac. Area ------ Heat --------- Gain Conv. ----- Lighting 1.00 x 1483.0 x 0.200 x 3.413 - 1012 Equipment 1.00 x 1483.0 x 0.100 x 3.413 506 Occupants 1.00 x 1483.0 x 225 / 333 - 1002 TOTAL HOURLY SENSIBLE HEAT GAIN FOR SPACE 20118 Latent Gain Op Frac. Area Heat Gain Conv. Btu/hr Equipment 1.00 x 1483.0 x 0.000 x 3.413 - O Occupants 1.00 x 1483.0 x 225 / 333 - 1002 Infiltration: 1.00 x 0.018 x 1483 sf x 9.0 ft x 0.75 AC x -7.0 - -1253 TOTAL HOURLY LATENT HEAT GAIN FOR SPACE -364 Cooling AirFlow: 20118 Btu/hr / r1.07 x 23 F DeltaT)1 = 816 cfm RESIDENTIAL SPACE HEATING LOAD SUMMARY page 14 of 20 --------------------------------------------------------------------------- Project Name: WILSON RESIDENCE ;Date: 12/21/1994 Documentation: KROWN MECHANICAL DESIGN ;COMPLY 24 User 2366 ------------------------------------------------------------------------------ Space Name: GUEST BEDS Design Indoor Dry Bulb Temperature: 70 F Design Outdoor Winter Dry Bulb Temperature: 32 F Design Temperature Difference: 38 F Conduction Area ------ U -Value ------- TD ---- Btu/hr ------ ------------------------ R-19 Wall (W19.2x6.16) 566.5 x 0.0659 x 38.0 = 1418 Double Clear Default(R) 82.5 x 0.6000 x 38.0 = 1881 Double Clear Default(R) 16.0 x 0.6000 x 38.0 - 365 Tile/Air Sp./R-38/Gypbd 808.0 x 0.0237 x 38.0 = 728 Slab on Grade Perim = 76.5 x 42 - 3175 Slab on Grade Perim = 8.5 x 42 = 353 Infiltration: 1.00 x 0.018 x 808 sf x 9.0 ft x 0.75 AC x 38.0 - 3703 TOTAL_ HOURLY HEAT LOSS FOR SPACE 11622 Heating AirFlow: 11622 Btu/hr / [1.07 x 35 F DeltaT)1 = 310 cfm RESIDENTIAL SPACE COOLING LOAD SUMMARY page 15 of 20 --------------------------------------------------------------------------- Project Name: WILSON RESIDENCE ;Date: 12/21/1994 Documentation: KROWN MECHANICAL DESIGN ;COMPLY 24 User 2366 --------------------------------------------------------------------------- Space Name: Op Frac. Area GUEST BEDS Conv. Design Indoor Dry Bulb Temperature: 1.00 x 808.0 x 78 F 3.413 Design Outdoor Summer Dry Bulb Temperature: 1.00 x 808.0 x 112 F 333 Design Temperature Difference: Infiltration: 1.00 x 0.018 x 808 sf x 9.0 ft 34 F x -7.0 Conduction Area ------ U -Value ------- DETD ---- Btu/hr ------ ----------------------- R-19 Wall (W19.2x6.16) 566.5 x 0.0659 x 27.6 - 1030 Double Clear Default(R) 82.5 x 0.6000 x 34.0 - 1683 Double Clear Default(R) 16.0 x 0.6000 x 34.0 = 326 Tile/Air Sp./R-38/Gypbd 808.0 x 0.0237 x 48.0 = 920 Infiltration: 1.00 x 0.018 x 808 sf x 9.0 ft x 0.75 AC x 34.0 - 3313 Shaded Unshaded Solar Gain Orient. Area SGF ---- Area SGF SC ----------------------- Double Clear Default(R) --------- South [ --- 16.0 x 15 ---- --- + 0.0 x 321 ---- x 0.51 = 123 Double Clear Default(R) East E 0.0 x 15 + 12.0 x 731 x 0.51 = 449 Double Clear Default(R) East E 0.0 x 15 + 48.0 x 731 x 0.51 = 1795 Double Clear Default(R) East E 0.0 x 15 + 22.5 x 731 x 0.51 = 842 Internal Gain Op Frac. Area Heat Gain --------- Conv. ----- ----------------------- Lighting -------- 1.00 ------ x 808.0 x 0.200 x 3.413 - 552 Equipment 1.00 x 808.0 x 0.100 x 3.413 - 276 Occupants 1.00 x 808.0 x 225 / 333 - 546 TOTAL_ HOURLY SENSIBLE HEAT GAIN FOR SPACE 12024 Latent Gain Op Frac. Area Heat Gain Conv. Btu/hr Equipment 1.00 x 808.0 x 0.000 x 3.413 - 0 Occupants 1.00 x 808.0 x 22S / 333 - S46 Infiltration: 1.00 x 0.018 x 808 sf x 9.0 ft x 0.75 AC x -7.0 - -683 TOTAL HOURLY LATENT HEAT GAIN FOR SPACE -198 Cooling AirFlow: 12024 Btu/hr / (1.07 x 23 F DeltaT)] = 488 cfm RESIDENTIAL SPACE HEATING LOAD SUMMARY page 16 of 20 --------------------------------------------------------------------------- Project Name: WILSON RESIDENCE ;Date: 12/21/1994 i Documentation: KROWN MECHANICAL DESIGN ;COMPLY 24 User 2366 --------------------------------------------------------------------------- Space Name: MASTER SUITE Design Indoor Dry Bulb Temperature: 70 F Design Outdoor Winter Dry Bulb Temperature: 32 F= Design Temperature Difference: 38 F Conduction Area ------ U -Value ------- TD ---- Btu/hr ------ ----------------------- R-19 Wall. (W19.2x6.16) 470.0 x 0.0659 x 38.0 - 1176 Double Clear Default(R) 40.0 x 0.6000 x 38.0 = 912 Double Clear Default(R) 16.0 x 0.6000 x 38.0 - 365 Double Clear Default(R) 32.0 x 0.6000 x 38.0 = 730 Tile/R-38/Gypbd 243.0 x 0.0294 x 38.0 - 272 Tile/Air Sp./R-38/Gypbd 287.0 x 0.0237 x 38.0 = 259 Slab on Grade Perim = 58.0 x 42 - 2407 Slab on Grade Perim = 4.5 x 42 - 187 Infiltration: 1.00 x 0.018 x 530 sf x 9.5 ft x 0.75 AC x 38.0 = 2564 TOTAL HOURLY HEAT LOSS FOR SPACE 8871 Heating AirFlow: 8871 Btu/hr / [1.07 x 35 F DeltaT)J = 236 cfm RESIDENTIAL SPACE COOLING LOAD SUMMARY page 17 of 20 ---------------------------------------------------------------------------- Project Name: WILSON RESIDENCE ;Date: 12/21/1994 Documentation: KROWN MECHANICAL DESIGN 'COMPLY 24 User 2366 --------------------------------------------------------------------------- Space Name: Op Frac. MASTER SUITE Heat Gain Design Indoor Dry Bulb Temperature: Btu/hr Equipment 78 F 530.0 Design Outdoor Summer Dry Bulb Temperature: 3.413 - 0 112 F 1.00 x Design Temperature Difference: x 225 / 333 34 F Infiltration: 1.00 x Conduction Area U -Value DETD Btu/hr ----------------------- R-19 Wall (W19.2x6.16) ------ 470.0 ------- x 0.0659 x ---- 27.6 = ------ 854 Double Clear Default(R) 40.0 x 0.6000 x 34,.0 - 816 Double Clear Default(R) 16..0 x 0.6000 x 34.0 - 326 Double Clear Default(R) 32.0 x 0.6000 x 34.0 - 653 Tile/R-38/Gypbd 243.0 x 0.0294 x 48.0 - 343 Tile/Air Sp./R-38/Gypbd 287.0 x 0.0237 x 48.0 = 327 Infiltration: 1.00 x 0.018 x S30 sf x 9.5 ft x 0.75 AC x 34.0 - 2294 Shaded Unshaded Solar Gain Orient. ----------------------- Area SGF Area SGF Sc ---------- Double Clear Default(R) South [ ---- --- 16.0 x 15 ---- --- + 0.0 x 32] ---- x 0.51 = 123 Double Clear Default(R) West [ 0.0 x 15 + 32.0 x 73] x 0.51 = 1197 Double Clear Default(R) North ( 0.0 x .15 + 40.0 x 151 x 0.51 = 307 Internal Gain Op Frac. Area Heat Gain Conv. Lighting 1.00 x 530.0 x 0.200 x 3.413 - 362 Equipment 1.00 x 530.0 x 0.100 x 3.413 - 181 Occupants 1.00 x 530.0 x 225 / 333 - 358 TOTAL. HOURLY SENSIBLE HEAT GAIN FOR SPACE 8276 Latent Gain Op Frac. Area Heat Gain Conv. Btu/hr Equipment 1.00 x 530.0 x 0.000 x 3.413 - 0 Occupants 1.00 x 530.0 x 225 / 333 = 358 Infiltration: 1.00 x 0.018 x 530 sf x 9.5 ft x 0.75 AC x -7.0 = -473 TOTAL. HOURLY LATENT HEAT GAIN FOR SPACE -157 Cooling AirFlow: 8276 Btu/hr / [1.07 x 23 F DeltaT)1 = 336 cfm RESIDENTIAL SPACE HEATING LOAD SUMMARY page 18 of 20 --------------------------------------------------------------------------- Project Name: WILSON RESIDENCE ;Date: 12/21/1994 Documentation: KROWN MECHANICAL DESIGN ;COMPLY 24 User 2366 ------------------------------------------------------------------------------ Space Name: LAUNDRY/BONUS Design Indoor Dry Bulb Temperature: 70 F Design Outdoor Winter Dry Bulb Temperature: 32 F Design Temperature Difference: 38 F Conduction Area U -Value TD ---- Btu/hr ------ ----------------------- R-19 Wall (W19.2x6.16) ------ 338.0 x ------- 0.06.59 x 38.0 - 846 R-19 Partition (2x6.16) 296.0 x 0.0635 x 38.0 - 714 Double Clear Default(R) 16.0 x 0.6000 x 38.0 - 365 Double Clear Default(R) 6.0 x 0.5700 x 38.0 - 130 Double Clear Default(R) 56.0 x 0.6000 x 38.0 = 1277 Tile/Air Sp./R-38/Gypbd 414.0 x 0,.0237 x 38.0 = 373 Slab on Grade Perim = 29.5 x 42 - 1224 Slab on Grade Perim = 55.0 x 42 - 2283 Infiltration: 1.00 x 0.018 x 414 sf x 9.0 ft x 0.75 AC x 38.0 - 1897 TOTAL HOURLY HEAT LOSS FOR SPACE 9108 Heating AirFlow: 9108 Btu/hr / (1.07 x 35 F DeltaT)l = 243 cfm RESIDENTIAL SPACE COOLING LOAD SUMMARY page 19 of 20 --------------------------------------------------------------------------- Project Name: WILSON RESIDENCE ;Date: 12/21/1994 Documentation: KROWN MECHANICAL. DESIGN ;COMPLY 24 User 2366 -------------------------------------------------------------.--------------- Space Name: LAUNDRY/BONUS Design Indoor Dry Bulb Temperature: 78 F Design Outdoor Summer Dry Bulb Temperature: 112 F Design Temperature Difference: 34 F Conduction Area U -Value DETD Btu/hr ----------------------- R-19 Wall (W19.2x6.16) ------ 338.0 x ------- 0.0659 x ---- 27.6 - ------ 614 R-19 Partition (2x6.16) 296.0 x 0,.0635 x 27.6 - 518 Double Clear Default(R) 16.0 x 0.6000 x 34.0 - 326 Double Clear Default(R) 6.0 x 0.5700 x 34.0 = 116 Double Clear Default(R) 56.0 x 0.6000 x 34.0 - 1142 Tile/Air Sp./R-38/Gypbd 414.0 x 0.0237 x 48..0 = 471 Infiltration: 1.00 x. 0.018 x 414 sf x 9.0 ft x 0.75 AC x 34.0 - 1698 Shaded Unshaded Solar Gain Orient. Area SGF Area SGF Sc ----------------------- --------- Double Clear Default(R) South [ ---- --- 0.0 x 15 + ---- --- 6.0 x 32] ---- x 0.51 = 98 Double Clear Default(R) West [ 0.0 x 15 + 16.0 x 731 x 0.51 = 598 Double Clear Default(R) West ( 0.0 x lei + 40.0 x 731 x 0.51 = 1496 Double Clear Default(R) North ( 0.0 x 15 + 16.0 x 15] x 0.51 = 123 Internal Gain Op Frac. Area Heat Gain Conv. ------------------------------- Lighting 1.00 ------ x 414.0 --------- x 0.200 x ----- 3.413 - 283 Equipment 1.00 x 414.0 x- 0.100 x 3.413 = 141 Occupants 1.00 x 414.0 x 225 / 333 - 280 TOTAL HOURLY SENSIBLE HEAT GAIN FOR SPACE 8059 Latent Gain Op Frac. Area Heat Gain Conv. Btu/hr Equipment 1.00 x 414.0 x 0.000 x 3.413 = 0 Occupants 1.00 x 414.0 x 225 / 333 - 280 Infiltration: 1.00 x 0,.018 x 414 sf x 9.0 ft x 0.75 AC x -7.0 = -350 TOTAL HOURLY LATENT HEAT GAIN FOR SPACE -102 Cooling AirFlow: 8059 Btu/hr / E1.07 x 23 F DeltaT)] = 327 cfm INSTALLATION CERTIFICATE CF -6R page 20 of 20 --------------------------------------------------------------------------- " Project Name: WILSON RESIDENCE ;Date; 12/21/1994 Documentation: KROWN MECHANICAL_ DESIGN ;COMPLY 24 User 2366 I, the undersigned, verify that the equipment listed in the category above my signature is the actual equipment installed and that the equipment meets or exceeds the requirements of the Appliance Efficiency Standards. In addition, I have verified that the equipment is equivalent to or more efficient than the equipment specified on the Certificate of Compliance submitted to demonstrate compliance with the Energy Efficiency Standards for residential buildings. HVAC SYSTEMS Heat. Equip CEC Certified Manuf. Actual Distrib Type Duct Heat Heat System Type Make & Model Number Eff. and Location RVal Load Output ----------- ------------------------ ------------------- ---- ------ ------ Furnace LENNOX 80MGF4-75A-** 0.800 Ducts in Attic 4.2 54775 123340 Cool. Equip CEC Certified Manuf. Actual Distrib Type Duct System Type Make & Model Number Efficiency and Location RVal --------------------------------------------------------------- ---- SpltAirCond LENNOX HS25-511/C22-51 12.100 SEER Ducts in Attic 4.2 Signature Date Name 0 Water No. Tank Ext. WATER HEATING SYSTEMS Heater in Energy Size Insul CEC Cert. Make & Model Distribution Type Type Sys Factor (gal) R -Val Std Gas 50 gal or Less Recirc-Time&Temp StorGas 2 0.53 50.0 12.0 AFUE WATER HEATER EQUIPMENT DETAIL /Rec Rated Stdby Tank Pilot. System Name System Type Eff Input Loss R -Val Light Std Gas 50 gal or Less DomesticHW 0.780 40000 0.040 0.0 0 FAUCETS & SHOWER HEADS: All faucets and showerheads are listed in the Commissions Directory Of Certified Faucets And Showerheads, pursuant. to Title 24, Part 6, Subchapter 2, Section 111. Signature Date Name ' EARTH SYSTEMS CONSULTANTS S.C. 79-611 B Country Club Drive Bermuda Dunes, CA 92201 • (619) 345-1588 CLIENT NAME CUENTADDRESS CLIENT PHONE DATE JOB NO. I—Ic sfPA-1) PROJECT ' ELEVATION LOCATION REFERENCECURVE CONTRACTOR OWNER 05y 011f ' CRY DENSITY lbs/cu. ft. WEATHER TEMP TIME PRESENT f SITE ��r1 Ptt�►��. �.� 00,6 TEST NLNBER I—Ic sfPA-1) LOT ND. ELEVATION FIELD TESTING REFERENCECURVE MOISTURE CONTENT % CRY DENSITY lbs/cu. ft. MAXIMUM CRY DENSITY % MAXIMUM DRY DENSITY lbs/cu. ft. OPTIMUM MOISTURE CONTENT % ��r1 Ptt�►��. �.� 00,6 qq la 17> Ln Q w coiHuAItitA REMARKS: Q I s/l�dao1u). 7tj 1)fds -/�5jS -0A rl fi�fi5flt�� C'16) J.,J Avig D. brlllJe- ��P"dl,JC-, 'i(./;'/p / ♦til 2//J/G "� Bei? �6 & le /1 / 91 V t � S ij/�; I, 1. rs /> i�r As int11J 1 e' n;-, iJ 14!evl - CLIENT REPRESENTATIVE SIGNATURE FIELD REPORT TECHNICIANS SIGNATURE rte. �''® 9452 SENT BY:CB SANDPIPER ;12- 8-6> ; 23:20 ; CB SANDPIPER-, Ho.gancam.p Engineering Civil thgineering • Structures Hydrology • Land Planning April 4, 1995 Mr. Mark Harold+ Building Depe:rtment CITY OF LA QUINTAp CALIFORNIA 78-495 Calle '.'ampico La Quinta, California 92253 619 T77 701 ri 5197710572;# 1 74.040 Highway 111 Suite L-50 Palm Oeeen, CA 82260 Phone: (619) 773.9373 Pager: (619) 864.2924 Donald A. Hogencemp, P.B. RCE 98239 (619)7'17-7011 PAX 'APO Re: Structural Inspection for the FRED VIVAON R$ MZXC$, located at Avenida' Monteyuma, in the City of La Quinta, CA. Dear Mr. Harold: I am a Registered Civil Engineer, licensed to practice in the State of California. I visited the referenced prtject this date with the owner, Pred Wilson, and the contractor, Dave DeArich. Also present was Dennis Wish, an engineer. I have reviewed the designs prepared by Mr. Wish and hereby accept them as presented. I also made observations of the structure and found the construction to be in general conformance with the plans and the design intent. I have noted the change in the front. bedroom at the window and accept the design of using three lag screws to add the 4x8 post the existing post for affixing the strap to the shear panel. If I can answerany questions or be of further assistance, please don't hesitate to call sue at (619)773- 9373. Respectfully Submitted, Q?,ofESS,o HOQANCAAW }!'rNGtXZZR11WG ��0 P, ND x'41 i1-4C!U%lclG��CGt. 4 v No. 38239 "�° Donald A. Hogancamp; RCE 38239 License Expires. March 31, 1997 '�fE Of CAT Dennis S. Wish PE Structural Engineering Consultant 54-625 Avenida Bermudas La QlCinta, California 92253 (619) 564-0884 April 4, 1995 Mr. Danny Crawford City of La Quinta - Building Inspection 78-495 Calle Tampico La Quinta, California 92253 Re: Structural Inspection -„52-960 Montezuma - Wilson Residence Dear Mr. Crawford: I performed a structural inspection of the new residence for Mr. Fred Wilson and DDC Construction. Specifically, I addressed the changes made subsequent to the original plans submitted by Donald Hogancamp PE. Mr. Hogancamp will provide a letter to the city for inspection of those items directly related to the original plans and this letter will address the changes made in the field or changes necessary to compensate for missing details. Details for each of the changes have already been drawn and submitted by Mr. Mike Dietrick. Member of Structural Engineers Association Of Southern California Since 1983 I have inspected each of the post connections and the framing as indicated on the original plans and on the detail changes and have found them to be in compliance with thp)engineering design. T' s S. Wish PE ural Engineering Consultant dw/DSW I have inspected the shear wall panels prior to the paper and lath wrapping. Where necessary I tagged panels that were damaged by nailing and required that the panels be replaced. This has been done. Structural -Engineering I have inspected all holddowns, anchor bolts that were added subsequent tot!he issuance of the permit to compensate for certain deficiencies. The interior shear For: wall drag has been designed to allow for a 2x6 drag strut to be connected to the shear wall and that the additional nailing at the roof diaphragm will more than Commercial compensate for the allowable drag capacity required by the original plans. Znustrid The shear transfer at the California framing by the west entry has been corrected Residential with the use of solid blocking as per the detail that I submitted. The shear transfer Seismic Retrofits was accomplished by face nailing the horizontal block below the diaphragm to the vertical block at the double wall plate. The use of A-35 at this connection is not FOun,datim necessary since the shear capacity is transmitted by the nailing described above. Custom Homes I have inspected the guest house and am satisfied that it meets the requirements for Remodels proper shear load transfers. There are some straps to be added between the 4x Retaining Waifs ceiling / roof joists and the ridge. This has been designed and are in the process of Piles, Caissons being added. The structural diaphragm is the lx T&G connected to the 4x beams. The 5/8' plywood above the rigid insulation is not a structural diaphragm and has been adequately nailed to the 4x's to prevent sliding. I have inspected this and find it to be adequate. Member of Structural Engineers Association Of Southern California Since 1983 I have inspected each of the post connections and the framing as indicated on the original plans and on the detail changes and have found them to be in compliance with thp)engineering design. T' s S. Wish PE ural Engineering Consultant dw/DSW i TUN 22 '94 13:38 D.D:MCCALLUM;. P.1 FENESTRATION DEFAULT RATING U -VALUES STATE OF CALIFORNIA CALIFORNIA ENERGY CODE SECTION 115 NON-METAL SINGLE GLAZF-D FRAMING OPERABLE WINDOWS .92 FIXED WINDOWS 1.04 PATIO DOORS •99 T.M. COBB CO, SOUTHERN CALIFORNIA $AIV 01EGO* RIVERSIDE•CAMARILLO NORTHERN CALIFORNIA CORDELIA•SACRAMENTO FENESTRATION DEFAULT RATING U -VALUES STATE OF CALIFORNIA CALIFORNIA ENERGY CODE SECTION 116 NON-METAL DUAL GLAZED FRAMING OPERABL9 WINDOWS ,60 FIXED WINDOWS .57 PATIO DOORS -55 NON-METAL DUAL GLAZED DIVIDED LITE 5RAMING OPERABLE WINDOWS .65 FIXED -WINDOWS .62 PATIO DOORS •60 T.M. COBB CO. $OUTHERN CALIFORNIA $A.N O EGO•RIVERSIDEsCAMARILLO NNORTHERN CALIFORNIA CORPELIAo5ACRAMENTO 11,1) Hom i`I Iw )Vw QQ wV6I : 6 'IJ661 '9 'a'iv xAA� �a(� DESERT NOTICE: -t Document Cannot Be Duplicated Date 1/5/95 No. 113251 Owner Name NDS UNIFIED SCHOOL 82-879 Highway 111 Indio, CA 92201 619-775-3500 i4a't" #- `141�7,s DISTRICT Type of Permit I La Quinta I Permit # Log # Ci� 5 Street Montezuma LaQuinta Zi 9 Study Area 112 APN # Tract # Lot # 0 Square Footage 3532 Type of Development I Single Family Residence No. of units 0 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/ carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of 1.72 X 3 532 or $ 6,075.04 have been paid to D.S.U.S.D. for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By Double "D" Construction Telephone Name on the check By Dolores A. Ballesteros Superintendent Ile11, ., Fee collected /exempted by Mary Lou Lopez ' =- Paymert Received' Signature Check- No. 1531 Collector: Attac a co of county or city plan chec plication form to district copy" or all waivers. Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting PROJECT ADDRESS APPLICANT CITY OF LA QUINTA BUILDING AND SAFETY DEPARTMENT MA60 PLAN CHECK# Comments checked below are attached: UBC Nonstructural ( ) Fire Department (V� UMC, UPC, NEC ( ) Grading and or site plan ( ) CAC, T-24 handicapped access ( ) Red -marked plans (resubmit) V CAC, T-24 energy conservation ( ), Structural ut� oe�p_ 190~ Cib-p- These design documents have been reviewed to help ensure conformance with California administrative Code, Title 24" primarily Part 2, the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code; 1991 Editions, and the 1990 National Electrical Code. For SPEEDY processing, please: / Ol. Revise plans,'specificat!ions and calculations -to clearly respond to the attached comments. JD Respond in writing to each comment by marking the ',,attached comment lists in the space provided. Indicate which detail, specification, or calculation shows the required information. Responses such as "see plans" or "plans comply" do not save time. ',Responses of a general nature, such as "Handrails shall be as per UBC Section 3306," are not acceptable-- show or note specifically how "compliance with a code requirement is -achieved. Note that architect or engineer stamped plans cannot be modified in any (e.g., red -lined except by the architect or engineer. Plans modified by others will not be accepted. 3O. REMEMBER: Any response not conforming to the literal requirements of the codes can only be approved by the building Official. 4. Mechanical, Electrical, and Plumbing subcontractors shall submit proof of workmens compensation insurance as well as valid subcontractor's liscense to the BUILDING DEPARTMENT prior to permit issuance. SECTION A - APPROVALS O1. Applicant shall obtain all approvals as may be required by the City. SECTION B - GENERAL J G Any red marks on submitted plans are corrections that shall be complied with. RETURN SUCH SET WITH / CORRECTED PLANS FOR REVIEW. r O Applicant shall resubmit two (2) sets of plans which reflect all corrections by the Building Department. Also provide (1) floor plan for the assessor's office UBC 302(d). G, (Te O 3 . ML Two ( 2 ) sets of corrected land cal require wet ink stamp and signature of the civil or. structural engineer for all portions of plans relating to engineering. Engineer who prepared calcs shall sign plans. UBC 302-(b). "-5 v9-1 4. Two (2) sets of corrected plans require California Liscensed Architect's seal, signature and expiration date. S. Provide CURRENT ICBO Evaluation Reports for all items to be installed, utilizing the proposed approvals there in. Evaluation reports are subject to the local Building official's acceptance and approval of each specific report, and are subject to modified acceptance. 6. ALL "or equal" substitutions must .be submitted to,. and approved by the City Building Official prior to installation of the.item. NOTE THIS ON PLANS. 7. Applicant shall resubmit two (2) sets of plans. which reflect all corrections by the Building Department. UBC 302 8. Provide basic project specifications, including but not limited to, building codes, electrical code, mechanical code, and plumbing code references: general material specifications for all materials used: and -geotechnical and grading specifications and requirements. 9. Planning/ Public Works/ Health/ Fire Department approval -required. 10. Show project location on plans and note parcel number. UBC 302(a)2. 11. Plan'prepater shall provide his or her.name and phone number on each sheet, and is required'to sign each sheet. 12. All drawings are to be identified by consecutive numbers beginning with 1, or provide a sheet index. f3 Specify on plans that all construction shall comply with the 1991 UBC, UPC, UMC, and 1990 NEC, and all local codes and ordinances. EE , eO (26 - SECTION C - ARCHITECTURAL 1. A complete plot plan showing side yard and lot dimensions/ distances between buildings, house number, existing buildings,.north arrow, sewer connection, location of private sewage disposal system is required. UBC 302(c). Show the location of illumninated address numbers on building elevation (to be clearly visible from the access street or road). UBC 513 Jk'&AAzttEe9- -- gce. SOT 0-2 C 41Pt V Aµu,4 ST; W L Specify 5/8" Type "x" gyp board from foundation to roof sheathing at separation wall between garage and residence. UBC 503(d) Ex.3. S- F —, - 4- 4. Specify 1-3/8 minimum'solid core door with self- closer.at separation wall between garage and residence. UBC 503(d) Ex.3. 5. Specify 5/841 Type "x" gyp board on all walls and ceiling of garage where living areas are above. Note to wrap all beams and supporting posts. UBC 503(d) Ex. 3. 6. Specify 1 HR assembly for garage ceilings where garage trusses are perpendicular and bear on the house/garage wall. The assembly shall be per the gypsum manual or Table 43-C UBC. UBC 503 (b), UBC 503 .(d) Ex.3. 7. Note that all air ducts penetrating separation wall or ceiling between garage and living area shall be 26 gauge minimum. UBC 503(d) Ex. 3. 8. Provide water resistant gypsum board under tub and shower enclosure materials to a height of 70" minimum above.the drain inlet. UBC 510(b)3.. 9. Provide means of emergency escape from bedroom(s). The escape opening shall have a minimum net clear opening of 5.7 sq. ft. The minimum net clear opening height shall be'2411. The minimum net clear opening shall be 20". All escape windows shall have a finished sill height not more than 44!' above the door. UBC 1204 10. Provide natural light source with an area.of not less than one-tenth of the floor area. UBC 1205(c). 11. Provide natural ventilation by means of an opening with an area of not less than one twentieth of the floor area. UBC 1205(c). 12. Provide mechanical ventilation system capable of providing five air changes per hour. UBC 1205(c). Provide exhaust fan(s) at Provide attic ventilation details. Provide attic ventilation calculations per UBC 3205(c). 15. Provide 110V powered smoke detector(s). Locate on plans. Provide in each sleeping room and at centrally located point in the hallway. UBC 1210(a)4. 16. Note that smoke detector to be 110V powered. UBC 1210(a)3. 17. Provide guardrail(s) at location (s) which are more than 30" above grade. Specify a minimum height of 36" with inter -mediate rails spaced such that a sphere 411 in diameter cannot pass through.. UBC 1712(a) Ex.l. 18. Provide guardrail construction details capable of resisting a 20 PLF horizontal load perpendicular to the top rail. UBC 1712 and table 23-B item 9. 19. Note that all insulation materials shall have a flame -spread rating not to exceed 25 and a smoke density not to exceed 450. UBC 1713(c). 20. Specify ground contact treatment for all wood in contact with the earth or embedded in concrete or masonry. UBC 2516(c)l. 21. Specify P.T.D.F. sill at foundation. UBC 2516(c)3. 22. Provide fire blocking at all intersections between concealed wall and horizontal spaces such as soffits, roofs, or ceilings. UBC 2516(f)2. 23. Provide description or detail of veneer attachment consistent with UBC Chapter 30. 24. Provide description or detail of concrete roof tile attachment. UBC 3203(d)3f. J25 Show I.C.B.O. research report no. for roof tile on O the plans 302(d). IXSpecify 28 gauge minimum galvanized valley flashing. UBC 3208(c). Co(�1qc-506 S -T. 5- W55T e4RV• v 27 Provide 22" x 30" minimum attic access. Show all locations on plan. UBC 3205(a). Provide ventilation for attic and enclosed rafter spaces. Provide calculations showing compliance. Show ventilation details on the plans. UBC 3205(c). C6*te,72�UU-.SAW- S -f7--,3 ¢ ,�• 28. Roof assembly shall be class A minimum 302 (d) . 29. Provide one minimum 3' wide door as required exit. UBC 3303(a), 3304(f). 30. Provide 3' minimum wide. stairway.. UBC 3306(b). 3 Specify rise and run of stairway on plans. Show 8" maximum rise and 9" minimum run. UBC 3306 c Ex.l O.;�l (IV 32. Provide minimum tread dimensions for "Winding Stair." UBC 3306.(d)Ili 4 Show handrail(s) at stairways with four or more risers. Specify a grippable cross section. Handrails shall be placed not less that 34 inches nor more that 38 inches above.hosing head. Comply with all features of UBC 3306 (j) .NV 5r*t C . 34. Provide 5/8" Type "x" gyp board at walls and soffit of enclosed usable space under stairs. UBC 3306(m). 35. Provide 6'-8" minimum headroom at stairway. UBC 3306(0). 36. Provide details of construction for masonry fireplace and chimney. Specify anchorage and show cleanout location. UBC -3407, 3704. 37. Specify make, model number, and I.C.B.O. report .number or U.L. listing of metal fireplace(s) and/or wood stove(s) on plans. 302(d).. 38. Specify hearth material at masonry fireplace(s). UBC 3707(k). 39. Show dimensions for hearth extension. UBC 3707(1). �D sus 0 Specify hearth material at metalfireplace(s). UBC.,,S , 3 3707(l). rL RW KM OVV5 00012,-5' .'t- OV75(pt- 6A(. 05T(OA) 41. Show chimney termination 2' Minimum above any part of the building within MI.. UBC Table 37-B. 42. Provide minimum 26 gauge galvanized weep screed at foundation plate line. UBC 4706(e). Weep screed shall be a minimum of 4" above adjacent grade and 2" above adjacent flatwork.. 43. Specify exterior stucco application. UBC.4708. 44. Provide I.C.B.O. evaluation,report number for skylight(s). UBC 5201(b). 45. Show on plans the locations of all windows requiring safety glazing. UBC 5406(d). See elevation sheets. SECTION D - MECHANICAL 1. Provide seismic anchorage of appliances. UMC 504(d). 2. Fixed appliances are required to be securely fastened in place_ MC 504. Note this on the plans. 3. Provide protection for FAU and water heater in garage from vehicle impact. UMC 508 and UPC 1310 4. The following are required for the forced air furnace air furnace: a. Size and BTU/electrical rating for unit. M.C. 507. b. Compartment dimension shall have 3 -inch minimum clearnance on side and back/6-inch minimum clearance from front of equipment to combustion air intake. M. C-704. C. Show how combustion air is achieved. Specify size of vents and provide calcs. UMC 601(a), 603, Table 6A. d. Combustion air from attic through 26 ga. galvanized steel sleeve extending 6 inches minimum above ceiling joists and not screened. Attic to have adequate openings and have at least 30 vertical clear height of its maximum point. M.C. 603(a)2. e. Combustion air from outside to compartment with 1/4 -inch screen at outside opening. M.C. 602(c) f. Separate ducts for upper and lower combustion air supply openings. 5. The following are required for attic furnace or omfort cooling equipment:. / a. Scuttle 30 inches by 30 inches not over 20 feet from equipment..M.C. 708. b. Unobstructed passageway 24 inches wide of solid continuous flooring from scuttle to equipment and its controls. M.C. 708.- c. Unobstructed work space of 30 -inch minimum depth in front of equipment. M.C. 703. � . Light required at equipment with switch at scuttle. M.C. 708. Show how combution air is achieved. Specify size of vents and provide calcs. UMC 601(a), 603, Table 6A. 6. Heating and cooling equipment located in a garage shall be installed with the pilots and burners or heating elements and switches at least 18" above the floor level. UMC 508. 7. Provide on plans, a disconnect for the A/C unit and provide a receptacle within'25' of the unit to be weatherproof per NEC ARTICLE 440-14/UMC 509. 8. Provide 30" minimum deep working space in front of furnace. UMC 703. 9. A framing section through compartment/appliance space in attic/underfloor/on roof is required. M.C. 708, 709 & 710.. 10. Provide a permanent outlet and light fixture.at furnace in attic. Locate switch at access opening UMC 708. 11. Provide concrete slab platform for furnace in crawl space. Slab shall extend 3" minimum above grade. UMC 709. 12. Provide a permanent outlet and light fixture at furnace in crawl space. Locate switch at access opening. UMC 709.. 13. Show support of roof/attic mounted equipment. UMC 710. 14. Note to provide smooth metal duct for dryer exhaust. iUMC 1104. 15. Show 30 -inch clearance above range to unprotected combustible material (1901) or 24 -inch clearance above range or open top broiler when equipped with metal ventilating hoods. UMC 1901.& 1902. 16. Pad supporting condenser or compressor from ground must be not less than 3" above grade. UMC 1504 / 17. Provide dryer exhaust to outside. UMC 1903. V Dryer duct shall have a backdraft'damper per UMC 1903(a). CY62R6tr60 6W -r .3 19. Dryer ducts shall not exceed a total combined horizontal and vertical length of 14 ft. including two 90 degree elbows. Two feet shall be deducted Jfor each 90 degree elbow in excess of two. 20 Submit a complete HVAC plan showing sizes of all supply and return air registers, ducts and plenums. J 21 Please fully specify all HVAC equipment proposed for use. SECTION E - ELECTRICAL Locate electrical subpanel(s) on plan(s). UBC X_� 302(d). G �i CoRR IgD s�FsHT t7 2. Specify GFCI protected outlets in bathrooms. NEC 210-8(a)-1 3. Specify GFCI protected outlets.in garage. NEC 210-. 8(a)-2. 4. Specify GFCI protected outlets at exterior. NEC *210-8(a)-.3. 5. Provide minimum one GFCI protected outlet in basement. NEC 210-8(a)-4. 6O. Specify GFCI protected outlets above counter top within 6' of kitche sink. NEC 210-8(a)-5. 7 . Provide location of met�erL and alq�subpanels . sRefer r 1� to the NEC ARTICLE 384. Over currentdevicesshall not be located in the vincinity of easily ignitable material such as in clothes closets. Refer to the IxNEC ARTICLE 240-24. Provide two receptacles at the island per NEC k ARTICLE 210-52. -tthj �JfOULV KtF" Fop tVO&Y 0 9. Provide receptacle outlets at 12' o.c. maximum and within 6' of the end of walls. NEC 210-52(a). 10. Provide receptacle outlets at any wall space 2 or / more feet wide. NEC 210-52(a). �/ 11 Provide receptacle outlets at each counter space wider than 12" NEC 210y-5� (c).IL n N07_ Moml YnAttoutleteProvide at least one lighting utility/much. rooms. Refer to the NEC ARTICLE 210-.S_ 70 ( a) . ►(L,V O — &'� Lon 059' � I� 13. Provide at least one wall switched -controlled , lighting fixture in every habitable room. NOTE: Receptacles controlled by a wall switch shall be permitted in lieu of lighting outlets. Refer to the NEC ARTICLE 210-70. Note to Provide two minimum separate 20 amp circuits to kitchen appliances. Note on the plans. 1/ NEC 220-4(b). SLc� S�ff7" Note to Provide one minimum se ar p ate 20 amp circuit to laundry appliances. Note on the plans. NEC 220-4(c). 16. Specify grounding electrode system proposed. Refer to the NEC ARTICLE 250-81 grounding elctrode system. Bond to gas and water piping. "A% V '"�� Fb1— V �*tWkyILOtj NSG ' rIc) RM� 1-7 � 4 o 17. 'Note that light fixtures in tub or shower enclosures. shall be labeled "suitable for damp ,locations". NEC 410-4(a). 18. Lighting fixtures in clothes closets shal conform to the NEC ARTICLE 410-8. 19. Provide U.L. or I.A.P.M.O. listing for tub in Master.Bath if it is a jacuzzi type tub. 20. Install lights 7'-611 above the high water line of the jacuzzi type tub or relocate'5'-0" outside of the tub as measured from the side wall of the tub or meet lighting installation and waterproofing requirements per code. NEC 680-41. 21. Provide single line diagram UBC. 302(d). 22. All current carrying conductors shall be copper. 23. Provide electrical load calcs. SECTION F - PLUMBING 1. A 12" minimum access panel to bathtub trap connection is required. 904(b). UPC see exception. 2: Note to provide non -removable backflow prevention device on all exterior hose bibs.. UPC'1003. 3. Note to provide pressure relief valve with drain to e outside at water heaters. UPC 1007. 4. Provide adequate volume of combustion air for water heater. UPC 1307(b). Table 13-1. Where water heater is located in same space as FAU add the FAU requirement to arrive at total combustion air Jrequired. Note on plans, hot moped shower pan shall be inspected upon completion of hot mopping and shall be filled with water for inspection.- ', S �e S,4tT � -- !� .l m i �, OProvide detail on island sink per UPC SECTION 614. SECTION H - STRUCTURAL 1.- Structural Engineer to stamp and sign all Structural Sheets. 2. Special Inspection"is required for rebar and concrete placement of foundation when concrete with f'c greater than 2500 PSI is utilized. 3. Provide manufactured truss calculations, truss layout truss drawings, and engineered truss diagrams, signed and stamped by a licensed engineer in the State of California. Provide a letter from the project engineer of record stating that the design of the trusses are in accordance with his design intent. UBC 302(d). 4. Indicate grade and species of framing lumber, treated mudsills, mix of concrete, mix of mortar and grout, grade of masonry units and grade of reinforcing steel. UBC 302(d).. ; 6. Roof and wall framing sections applicable to -this structure are required. See plans for required locations. UBC 302(d). 7. Key or identify all sections and details as to location on plan or elevations. Omit any "standard" details that do not apply to this project. UBC 302(d). 8. Fire block stud.walls and partitions (including furted spaces at floor, ceiling, soffit.and at mid - height of walls over 10 feet in height. 2516(f) Show size of beams at 10. Submit complete fireplace/barbecue (3707) and chimney (3703 and.3704) details applicable to this structure. Chimney shall extend 2' above roof/wall within 101. Anchor within'8' of top or submit design. UBC 3704, 3707. 11. Extend 1/2" sill bolts 7" minimum into concrete foundation, and space bolts 6'-0" maximum. UBC ® 2907(f). 12. A minimum thickness of 3-1/211 is required for concrete floor slab on grade. UBC 2623. 13. This submittal is not complete. Therefore, this is a cursory structural review. A comprehensive plan check will be performed when the complete submittal is provided. Additional comments may be required at that time. 14. .Provide a note on the cover sheet and on the structural drawings which identifies all construction procedures which require special inspection per UBC 306 and the Building official. The note should also reference the section in the project specifications which outlines the special inspection program and requirements. UBC' 302(b) and (c) and UBC 306(a)14. Provide resume from proposed special inspector which will present qualifications and competence to Building Official. Items which require special inspection shall include: 15. Id Provide the following material specifications on the plans: a Grade and species of framing lumber. b. Grade and species of treated mudsills C. Grade and species of glu-lam beams. d. • Mix of grout and' mortar. e. Grade of reinforcing steel. - f. Grade of masonry units. g. Mix of grout and mortar. h. Grade of structural steel. i welding.. j. Grade of all bolts k. Type of expansion anchors. 1. Type of metal framing hangers and clips, etc. M. Type of light gauge metal framing. 16. Provide framing key'plan(s) in the structural . calculations which will clearly coordinate where designed elements (joists, beams, columns, shear walls, etc.) can be located on the structural plans. 17. Provide framing key plan(s) in the lateral analysis which will clearly coordinate where designed elements (shear walls, frames, etc.) can be located on the structural plans. 18. Remove the statement "not for construction" from the plans submitted for Building Department approval. 19. Specify make, model and size of all framing hardware on the plans. 20. Specify on the plans the appropriate stud size/spacing for balloon -framed endwalls. 21. Specify all ledger connections used on the plans. 22. Clearly indicate all interior bearing walls on the framing plans. The second floor framing plan shows apparent bearing wall conditions where there is no support provided at the first floor/foundation level below. 23. Specify all beam and header sizes on the framing plans. 24. Provide engineered calculations for all.critical roof and floor load carrying beams. 25. Specify all plywood diaphragm and nailing requirements on the plans. 26. The wall line at the garage front does.not meet the minimum wall bracing requirements for conventional construction per UBC 2517(g)3 and Table 25-V. Provide an engineered design for this lateral force resisting_ system. 27. Specify on the framing plan(s) the minimum length of all shearwalls or shear frames. 28. Provide detail for each type of holdown anchor - used. Detail of HD types shall clearly indicate size type and depth of anchorage. 29. Revise the wind load analysis for wind pressures produced by 70 mph winds with exposure " c it per UBC 2311 and equation (11-1). Provide an overturning analysis for all design shear walls which includes factor of safety against overturning, uplift force due to overturning, stress analysis of foundation and soil due to overturning. 30. Show size .(n) of headers over openings at 2517(g)5. 31. Submit roof diaphragm shear transfer details. See plan for location. 32. Locate holdowns on foundation plan. 33. Submit lateral analysis. Seismic zone 4. Wind 70 mph Exp C. 34. Submit structural analysis of framing members and provide corresponding framing details. 35. Shear walls exceed the maximum diaphragm dimension ratio as stipulated in the UBC TABLE 25-I, or 4713(d). 36. Shear panels for interior wall partitions shall be continuous to the roof sheathing. Shear must be transfered from the wall diaphragm to the roof diaphragm. Please revise. 37. Using engineer's calculations, specify on the foundation plan, the -anchor bolt spacing, and hold down types & locations. 38. Please clarify whether you are employing a monolithic pour system or a two-ppour system. In lieu of the monolithic pour system, specify on the foundation plan, anchor bolts to be minimum 1/2" dia. x 12" in size. The minimum embedment of anchor bolts into concrete is 711. Section 2517(e). 39. Specify ceiling joist spans to.comply with Table No. 25 -U -J-1. Section 2517(d) T 40. Provide rafter ties where ceiling joists and rafters are not parallel. Ties shall comply with section 2517(h).' 41. With respect to the plywood shear walls, the framing shall be 31, nominal or wider and nails shall be staggered where nails are spaced 2" on center, and where lod.nails having penetration into framing of more than 1-5/8" are spaced 3" on center. : 42. Drypack shall be in place and subject to inspection prior to pouring the grade .beam/slab. SOIL/FOUNDATION COMMENTS 1. Provide a Soil Report for this project. UBC 2905(c). 2. Specify foundation design criteria including: design source (Soil Report), allowable soil bearing pressure used in design, type of soil at this site. UBC 2905(c). 3. Provide on plans a reference to the Soil Engineer and the report number and date of the Soil Report for this project. 4. Provide structural calculations and details for all retaining walls used in this project. 5. Provide structural design calculations for piers . subject to lateral forces and bearing pressures. Design shall be consistent with UBC 1907(g). Lateral soil bearing pressures shall be less than allowable limits as set in UBC Table 29-B. 6. Revise continuous bearing wall footings to show compliance with minimum requirements as set in UBC Table 29-A. SECTION I - ENERGY 1. Provide Title 24 Energy Calculations. Due to lack of information, we are unable to review this portion at this time. 2. Blown in insulation requires 2.5. -to 12 pitch maximum with a 30" attic at ridge and 45 degree baffles at eave vents. ECR T-24. 3. Provide completed.and signed form CF -IR energy compliance statement on plans. 4. Provide completed form MF -IR energy compliance statement on plans. 5.. Specify required insulation on plans. 6. Specify glazing types and areas on plans. 7. Specify on,plans type and location of required thermal mass. /S Note make, model number, and bonnet capacity of FAU on plans. 9O. Note make, model number, and size of water heater on plans. 10. Specify HVAC duct location '(attic crawl space, etc.) and duct insulation R -value on plans. 11. DEFAULT assumptions for cooling mode when no air conditioner is provided is limited to minimum 8.9 SEER and duct R -value of 2.1 or R -value as claimed for heating mode. Revise calculations as required. Residences with zonal control systems when air conditioner is not provided may claim zonal control. points for the heating mode only. Cooling mode points must be based on minimum default of 8.9 SEER and duct value of 2.1 or R -value claimed for heating mode. Revise calculations as required.. 12: Residences with zonal control systems must show all of the following on the plans: a. Location of each HVAC system, or each thermostatically controlled damper separating zones. b. Location of duct registers in all habitable rooms within each zone (bathrooms, hallways, closets, dressing rooms, not considered habitable.) C. Location of separate dual mode automatic setback thermostats in each zone. d. Location of separate return air intake for each zone. SUMMARY COMMENTS 1. Note and respond to any red -marked items noted on plans, but not specifically noted on this check list. 2. Return all red -marked documents with resubmittal to facilitate recheck process, and provide an itemized written response to each item on this list with resubmittal.