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10519 (SFD)P.O. BOX 1504 No er r 10519 x Buildi5-20br� ofAddress LA QUINTA, C•AL FORNIA 92253 r . •f Owner Doug. Gilsund } �� BUILDING: TYPE CONST;' t s' OCC: GRP., Malling Address 39-361 P3lmatGriBens arkway A.P. Number " City Zip' Tel. PSI Desert 52261 346-8348 Legal Description_ Rr:r_t- 2.fi4/��:�•1. Project Description c • Contractor 7.,undi natori/Link WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certlllcate of consent to self -Insure or a certificate of Worker'e Compensation insurance, ora certified copydhereof. (Seo. 3806, Labor -Code.) _ Polley No, _• Com pany ® Copy Is filed with the city..: O Certified copy is hereby furnished. ' Address.. ri 45510 Ocotillo Unit City Zip Tel: ',. T 7 -id i ,c 771-477A Rear Setback from Rear Prop, Li net State LIC. City & Clssslf. 50,62412 Lia q `ice """�' Sq. Ft, !, No, No. Dw, Arch., Engr,; Slze —3 Stories Unita Lender's Name Designer , %;, ' New ❑. Add ❑ ' , Alter ❑ Repair ❑ 'Demolition ❑ Address Tel. Permit does not include block walls or City..„ r' Zlp 5 State X00.1 Llc, H LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am Ilceneed under provielone bf Chapter 9 (commencing with Section 7000) of Divlslo/�fn 3{off the BBuu mese and Professions -Code, and my llcenee Is In full force and }^ n.' { 6t�i7 r its af.Ae6t. `OCI�h -1 DAT OWNER -BUILDER DECLARATION ` ef�Jtr�t�i?�9 I hereby affirm that I am exempt from the Contractor'.& License Law for the following Estimated Valuation reason: (Seo. 7031.6,8usine&& and Profession& Code: Any, city or county which requires e permit to construct, after, Improve, demolish, or repalr any structure, prior to Its Issuance also _requires the applicant for such permit to file a signed statement that he Is licensed pursuant to PERMIT - the provlalons of the Contractor's License Lew, Chapter a (commencing with Section 7000) of ONisloh 3 of the Business and Profession& Code, or that. he to exempt therefrom, and the beets. for the alleged. exemption, Any violation of Section 7031,6 el 'any applicant for a permit. subjects the applicant to a civil penalty of not more then live hundred dollere (S60o). O 1 as owner• of the property, or try employees with wages as their sole compensation, will do No work and the structure Isnot Intended or.offered for sale, (Seo. 7044, Bulsnese and Profession&. bode:. The Contractor's License Lewdoes not ap ly'to an owner of property who . builds or Improves thereon and who does such work himself or throw00h his own employee., provided that'such. Improvements ere • not Intended or .offered for sale., tl, however, the building ' or Improvement la sold within one year of completion, the owner -builder will have the burden of proving that he did not build or Improve for the purpose of sale,) p I, as owner of the propeHy, am exclusively contracting with licensed contractoreto oon• etruct the project. (Seo: '7044, Business and Profession& Code: The Contreotor'.` License -Lew, does not apply to an owner of property•who bulld&.or Improves thereon; and who contracts for ::d such projects with a oontractor(e)•licon.od pursuant to the Contractor'& License Lew,) . O' I tim exempt under Sec. S. 8 P,C, for this reason REMARKS Plan Cfik-.Dep;� Plan Chk, BBI. "'Const.,. _ MBCh, Electrical •. Plumbing feria, Grading Driveway Enc, ' -Data owner Infrastructure WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certlllcate of consent to self -Insure or a certificate of Worker'e Compensation insurance, ora certified copydhereof. (Seo. 3806, Labor -Code.) _ Polley No, _• Com pany ® Copy Is filed with the city..: O Certified copy is hereby furnished. NOTICE -,'TO .'PPL Nf: ff,�aftor makng Mie* Certificate of Exemption you Should become , subject to the Workers' the Labor Code, ri - 7o- nn ' TOTAL AMOUNT- 2.50.06- 2 AMOUNT- 2.50oO6- REMARKS ' .i go . 13 I L! D % 3 (This Seotlon need not be completed It the permit Is for one hundred dollars (S 100) valuation . + s) '+•,�#_ t!i. # }, � ?+ - 2 „ , 0 , or lase.) .. _ I certify that In the performance of the work for which this permit Is' Issued, I shall not employ any arson In any manner so ae to bsubject to the Workers' Compensation Laws of Callfornla, R11; SA feria, 417 Date .G G' weer Y° ` .'"' 1 ri_An ' %,�, :a �-(•i �✓- std . NOTICE -,'TO .'PPL Nf: ff,�aftor makng Mie* Certificate of Exemption you Should become , subject to the Workers' the Labor Code, ri ;Compensation provisions of you must forthwith comply with such provisions or this permit shall be deemed revoked. 7o- nn ' Distances: ',. Front Setback -from Center Line ' i ,c Rear Setback from Rear Prop, Li net CONSTRUCTION LENDING AGENCY CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE . REMARKS ' .i go . 13 I L! D % 3 (This Seotlon need not be completed It the permit Is for one hundred dollars (S 100) valuation . + s) '+•,�#_ t!i. # }, � ?+ - 2 „ , 0 , or lase.) .. _ I certify that In the performance of the work for which this permit Is' Issued, I shall not employ any arson In any manner so ae to bsubject to the Workers' Compensation Laws of Callfornla, _Sj a(;?k , ivN,3f! x 417 Date .G G' weer Y° ` .'"' NOTICE -,'TO .'PPL Nf: ff,�aftor makng Mie* Certificate of Exemption you Should become , subject to the Workers' the Labor Code, ZONE: " BY: ;Compensation provisions of you must forthwith comply with such provisions or this permit shall be deemed revoked. Mlnlmum Setback Distances: ',. Front Setback -from Center Line ' Rear Setback from Rear Prop, Li net CONSTRUCTION LENDING AGENCY Side Street Setback from Center Line I hereby.affirm that there Is a construction lending apency for the performance of the work for which this permit Is Issued. (Sec. 3097, Civil Code,l Side Setback from Property Llne Lender's Name Lender's Address Thle Is a building permit when properly filled out, signed and validated, and Is subject to FINAL DATE INSPECTOR expiration If work thereunder le suspended for 180 days. I certify that I have read thle.appllcatlon and state that the above Information Is correct. Issued by: Date ' Permit I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter the above-, mentioned property for Inspection purposes, Validated by: Signature of applicant Date, Malling Address Validation: City, state, ZIP CONSTRUCTION ESTIMATE NO. ELECTRICAL FEES NO. PLUMBING FEES 1ST FL. SQ. FT. ® $ 2ND FL. SQ. FT. POR. SQ. FT. ® GAR. SO. FT. ,@ CAR P. SO. FT. WALL SQ. FT. ® SO FT ® ESTIMATED CONSTRUCTION VALUATION $ UNITS MOBILEHOME SVC. POWER OUTLET YARD SPKLR SYSTEM BAR SINK ROOF DRAINS DRAINAGE PIPING DRINKING FOUNTAIN. URINAL WATER PIPING NOTE: Not to be used as property tax valuation STORAGE TANK FLOOR DRAIN MECHANICAL FEES DUCT WORK WATER SOFTENER VENT SYSTEM FAN EVAP.000L HOOD SIGN WASHER(AUTO)(DISH) APPLIANCE DRYER REINF. STEEL 17 GARBAGE DISPOSAL FURNACE UNIT WALL FLOOR SUSPENDED LAUNDRYTRAY AIR HANDLING UNIT CFM FINAL INSP. KITCHEN SINK ABSORPTION SYSTEM B.T.U. TEMP USE PERMIT SVC WATER CLOSET' COMPRESSOR HP POLE, TEM/PERM LAVATORY HEATING SYSTEM FORCED GRAVITY AMPERES SERV ENT SHOWER BOILER. B.T.U. SQ. FT. ®c BATH TUB SQ. FT. @ c WATER HEATER MAX. HEATER OUTPUT, B.T.U. SQ. FT. RESID ® 11/4 c SEWAGE DISPOSAL FIREPLACE SQ.FT.GAR @ Mc HOUSE SEWER SPARK ARRESTOR GAS PIPING PERMIT FEE PERMIT FEE PERMIT FEE DBL TOTAL FEES MICRO FEE MECH.FEE PL.CK.FEE CONST. FEE ELECT. FEE SMI FEE PLUMB. FEE STRUCTURE , PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR SETBACK GROUND PLUMBING UNDERGROUND A.C. UNIT COLL. AREA SLAB GRADE ROUGH PLUMB. BONDING HEATING (ROUGH) STORAGE TANK FORMS SEWER OR SEPTIC TANK ROUGH WIRING. DUCT WORK ROCK STORAGE FOUND. REINF. GAS (ROUGH) METER LOOP HEATING (FINAL) OTHER APPJEOUIP. REINF. STEEL 17 GAS (FINAL) TEMP. POLE GROUT I WATER HEATER SERVICE FINAL INSP. BOND BEAM WATER SYSTEM FINAL INSP. a Gq FINAL INSP. Q/ GRADING cu. yd. $ -plus-x$_= $ LUMBER GR. FRAMING 8 Cf a L� ROOFING p��L VENTILATION [[ t� q(� V" `� REMARKS: FIRE ZONE ROOFING FIREPLACE SPARK ARRESTOR GAR. FIREWALL LAWING MESH INSULATION/SOUND FINISH GRADING FINAL INSPECTION Ct�L CERT. OCC. FENCE FINAL INSPECTOR'S SIGNATURESIINITIALS GARDEN WALL FINAL nECORDING REQUESTED Uy La Jolla Bank, S. S. B. OnDER NO. ESCnOw NO. Loan No. 01-51-13352 _ WHEN nECORDE0 MAIL TO N.m. I La Jo11a Bank 128 N. Broadway �. rscondido, CA 92025 ATm: Loan Servicing RECORDERS USE ONLY FULL RECONVEYANCE La Jolla Bank, S. S. B., A CALIFORNIA ODRPORATION as trustee under that certain Deed of Trust dated FEBRUARY 12 executed by DOUGLAS C. GILLUND, A SINGLE -MAN.- . 1991 INGLEMAN ,Ig91 , as Trustor. and recordedas Instrument No. 62064 nn— in FEBRUARY 25 Book ------- ,at Page -------------------------- -------------- of Official Records, in the office of the County Recorder of RIVERSIDE County. California, having been requested in writing, by the holder of the obligations secured by said deed of trust, to reconvey the estate granted to trustee under said deed of trust. DOES HEREBY RECONVEY to the person.or persons legally entitled thereto. without warranty, all the estate, title, and interest acquired by trustee,under said deed of trust. RECON. NO. Dated- FEBRUARY 26—, 1992 (SEAL) &�/ ASkSTANr =PBESIDENr JOLLALA BALK- STATE OF CALIFORNIA 4 IA ' } S.S. STATE OF CALIFORNIA 1 S.S. COUNTY OF San Diego COUNTY OF r On FEBRUARY 26 , 19 92 On before me, the undersigned, a Notary Public In and fol said ; ' before me, the undersigned, a Notary Public In and for said County and Stale, personally aePeared County and Stale, personally appeared Nancy I. Pfe.- ter personally known to me (or proved to me on the' basis of satisfactory evidence) to be the ASSt. Vice President. personally known to me (or proved to me on' the basis of and -------- ------------------------ -- satisfactory evidence) to be the person whose name known to me to be the --- ------ — Secretary of subscribed to the within Instrument and Ilia corporation that executed the within Instrument, and acknowledged that known to me to be the persons who executed the within lm slrument on behalf of Ilia corporation therein named; end executed the same. acknowledged to me that such corporaiion sxocuted .lila..,­- within Instrument pursuant to Its By -Laws or a Resolution of WITNESS my hand and olllcl6l seal. Its Board of Directors. WITNESS my hand and official seal. Nolary Public In and for sold County and Sla a Notary Public In and for sold County and Stale OFFICIAL BE" Joann M: Strauss NOTARY PUBLIC - CALIFORNIA SAN DIEGO COUNTY My Comm. Expiroe July 2%. 1995 "-too HIEN RDOORDED MAIL TO: LI JOLLA BANK, S.S.B. P. Q. Box 8169 La Jolla, CA 92038-8169 Loan Number 01-51-13352 SUBSTITUTION OF TRUSTEE Whereas, DOUGLAS C. GILLUND, A SINGLE MAN was the original Trustor, T. D. Service Inc., A California Cor=,_ was the original Txustee,' and LA JOLLA BANK, A CALIFORNIA CORPORATION was the original Beneficiary under that certain Deed of Trust dated FEBRUARY 12, 1991 and recorded on FEBRUARY 25, 1991 as instrument no. 62064 Official Records of RIVERSIDE County, California, and Whereas, the undersigned is the present Beneficiary under said Deed of Trust, and. Whereas, the undersigned desires to substitute a new Trustee under said Deed of Trust in the place and stead of said original Trustee thereunder, in the"manner in said Deed of Trust provided, Now, therefore, the undersigned hereby substitutes LA JOLLA BANK, S.S.B., A CALIFORNIA CORPORATION, whose address is•P.,O: Box 8169, La Jolla, CA 92038-8169, as Trustee under said Deed of Trust. Whenever the context hereof so requires, the masculine gender includes the feminine and/ or neuter, and the singular number includes the plum LA JOLLA BANK, S.S.B. A CALIFORNIA CORPORATION BY: CY I. iAI .R SIST V CE PRESIDENT State of California ) SS County of San Diego ) On FEBRUARY 26, 1992 before me, the undersigned, a Notary Public in and for said County and State, personally appeared NANCY I. PFEIFFER . pied to me on the basis of satisfactory evidence to be the person who executed the within instrument as ASSISTANT VICE PRESIDENT of the Corporation therein named, and acknowledged to me that such Corporation executed the within instrument pursuant to its By-laws or a Resolution of its Board of Directors. O"ICIAL SFXL Joann M. Strauss No ary Public M. Strauss/S.D. County NOTARY PUBLIC • CALIFORNIA SAN ojeao 000NTY C onudsi,on Ems. 7-28.98 My Oonm�, Mpvee July as. loge marks: 0 KIN, '.0 1 Y"to I'M COP 'SA Cash 4i lis Check Money a ­U.' COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... GILLUND Date........ 01/04/92 Project Address...... LA OUINTA --------------------- Documentation Author... W J FINNELL Building Permit # Company ................ ENERGY CONSULTING GROUP ' Telephone. .............. 1-800-262-9966 ; Plan Check / Date Compliance Method...... MICROPAS3 by Enercomp, Inc. ; Field Check/ Date , Climate Zone........... 15 --------------------- MICROPAS3 v3.11 File-GILLUND Wth-CTZ15 Program -FORM C -2R ' User#-MP1325 User -ENERGY CONSULTING GROUP Run-GILLUND ---------------------------------------------------------------------- ------------------- MICROPAS3 ENERGY USE SUMMARY = ---------------------------- = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) ---------------------------------- Design Design Margin = Space-Heating .......... Heating.......... 6.84 ---------- 3.25 ---------- ---------Space 3.59 = = Space Cooling.......... 47.57 39.45 8.12 = = Water Heating.......... 12.04 17.78 -5.74 = = Total 66.45 60.48 5.97 = _ *** Building complies with Computer Performance GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1553 sf Building Type .............. Single Family Detached Building Front Orientation. Front Facing 180 deg ('S) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Slab -On -Grade Area......... Glazing Percentage......... Average Ceiling Height..... Cond- Zone Type itioned --------------------- HOUSE Residence Yes Slab On Grade ( Package D) 1 13511 cf 1553 sf 1553 sf 16.5 % of FA 8.7 ft BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Special Area Volume Dwell Thermostat Height Vent Area (sf) ( cf ) Units Type (ft) (sf) ------------------ ----------------- ------ --------- 1553 13511 1.00 Setback 2.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... GILLUND Date........ 01/04/92 -------------------- ------------------------------------- ' MICROPAS3 v3.11 File-GILLUND Wth-CTZ15 Program -FORM C -2R ' User#-MP1325 User -ENERGY CONSULTING GROUP Run-GILLUND ' ------------------------------------------------------------------------------- OPAQUE SURFACES Area U- Insul Act Solar Location/ Form 3 Surface --- (sf) ------ value. R-val Azmth Tilt Gains Comments ----- ----- ----- Reference HOUSE ---- ----- ---------------- ------------- 1 Wall 322 0.065 R-19 180 90 Yes OUTSIDE None 2 -Wall 256 0.065 R-19 270 90 Yes OUTSIDE None 3 Wall 360 0.065 R-19 0 90 Yes OUTSIDE None 4 Wall 13 0.065 R-19 0 90 No GARAGE None 5 Wall 74 0.065 R-19 90 90 Yes OUTSIDE None 6 Wall 213 0.065 R-19 90 90 No GARAGE None 7 Roof 1553 0.029 R-38 0 0 Yes ATTIC None 8 Door 20 0.330 R-0 180 90 Yes FWALL None 9 Door 17 0.330 R-0 0 90 No BWALL None PERIMETER LOSSES ---------------- Length F2 Insul Surface ------------ (ft) Factor R-val Location/Comments -------------- HOUSE ------- ---------------------- 10 S1abEdge 35 0.900 R-0 OUTSIDE 11.S1abEdge 110 0.720 R-0 OUTSIDE 12 S1abEdge 7 0.550 R-0 GARAGE 13 S1abEdge 17 0.500 R-0 GARAGE GLAZING SURFACES ---------------- SC Interior Sc Area # of Frame Open U- Act Glass S Gls+ Surface (sf) Panes Type Type value Azmth Tilt Only ,.- 'y pe hade HOUSE 1 Window 122.0 2 Metal Slider 0.65 180 90 0.77 Lgt/Ven 0.29 2 Window 47.0 2 Metal Slider 0.65 270 90 .77 Lgt/Ven 3 Window 71.0 2 Metal Slider 0.65 0 90 X0.77 .29 Lgt/Ven 0.29 4 Window 16.0 2 Metal Slider 0.65 90 90 .77 Lgt/Ven 0.29 EXTERIOR SHADING ---------------- Area Shading SC of Surface . (sf ) Type Ext Shade ------------ ------ --------------- --------- HOUSE 1 Window 122.0 50% bug scrn 0.84 2 Window 47.0 50% bug scrn 0.84 3 Window 71.0 50% bug scrn 0.84 4 Window 16.0 50% bug scrn 0.84 L COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... GILLUND -Date........-01/04/92 MICROPAS3 v3.11 File-GILLUND Wth-CTZ15 Program -FORM C -2R User#-MP1325 User -ENERGY CONSULTING GROUP Run-GILLUND ---------------------------------------------------------------- THERMAL MASS Area ------------ Thick Heat Conduct- Surface Mass Type (sf) ----- (in) Cap ivity R -value Location/Comments ----- ----- HOUSE ---------------- -------------------------- 1 S1abOnGrade 320 3.5 28.0 0.98 R-0.0 KIT/DINE/BATHS 2 S1abOnGrade 1233 3.5 28.0 0.98 R-2.0 REST OF HOUSE 3 InteriorHorz 68 1.0 24.0 0.67 R-0.0 KIT/M BATH 4 InteriorVert 86 4.0 21.0 0.59 R-0.0 LIVING HVAC SYSTEMS ------------ Minimum Duct Duct Duct System Type --------- Efficiency Location' R -value Efficiency ------------ ------------- HOUSE ------- ---------- HeatPump 8.0 HSPF Attic R-5 0.828 AirCond 10.00 SEER Attic R-5 0.818 WATER HEATING SYSTEMS --------------------- Capa- R-12 or Pilot System # of city Greater Effic- Standby Input Size Type Heat (gal) Blanket iency Loss Rating (Btuh) ------------------------- Credits ,------- Storage Electric 1 37.0 No 0.99 RE .82% 4.5 kW n/a Recovery . SPECIAL FEATURES/REMARKS ------------------------ �� CERTIFICATE OF COMPLIANCE= RESIDENTIAL Page 1 CF -1R ------------------- ----------------------------- ---------------------------------- P.roject Title.......... GILLUND Date........ 01/04/92 Project Address........ LA QUINTA Documentation Author... W J FINNELL Building.Permit # Company ................ ENERGY CONSULTING GROUP ' Telephone .............. 1-800-262-9966 ; Plan Check / Date ; Compliance Method...... MICROPAS3 by Enercomp, Inc. ; Field Check/ Date , Climate.Zone........ 15 --------------------- MICROPAS3 v3.11 File-GILLUND Wth-CTZ15 Program -FORM CF-1R -----------User#_MP1325 User -ENERGY CONSULTING GROUP Run-GILLUND ------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 1553 sf Building Type............... Single Family Detached Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade (Package D) Infiltration Control....... Standard Component Type Wall Roof Door S1abEdge Glazing GLAZING Overhang -------- Orientation ------------------- Interior Exterior Window Front ( S ) Window Left ( W ) Window Back (N) Window Right. (E ) Insul R -value R-19 R-38 R-0 R-0 Area (sf) 122.0 47.0 71.0 16.0 BUILDING SHELL INSULATION ------------------------- Location/Comments OUTSIDE, GARAGE ATTIC FWALL, BWALL OUTSIDE, GARAGE THERMAL MASS GLAZING Overhang -------- # of Interior Exterior Panes ---- Shading ---------- Shading -------------- 2 Lgt/Ven 50% bug scrn 2 Lgt/Ven 50% bug scrn 2 Lgt/Ven 50% bug scrn 2 Lgt/Ven 50% bug scrn THERMAL MASS Framing Overhang -------- Type -------- None Metal None Metal None Metal None Metal Area Thickness Hard Surfaced/ Type ---- (sf) ------ (in) --------- Exposed Location/Comments S1abOnGrade 320 3.5 -------------- Yes -------------=---------- KIT/DINE/BATHS S1abOnGrade 1233 3.5 No REST OF HOUSE InteriorHorz 68 1.0 Yes KIT/M BATH InteriorVert 86 4.0 Yes LIVING 1 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ---------------------- ----------------------------- ------------------------------ Project Title.......... GILLUND Date........ 01/04/92 ---------------------------------------- MICROPAS3 v3.11 File-GILLUND Wth-CTZ15 Program -FORM CF-1R User#_MP1325 User -ENERGY CONSULTING GROUP Run-GILLUND ----------- ------------------------------------------------------- ASSUMED HVAC SYSTEMS Assumed, Duct Duct Assumed System Efficiency --------------------------- Location R-value HeatPump 8.0 HSPF ------------- Attic ------- R-5 AirCond 10.00 SEER Attic R-5 ACTUAL HVAC SYSTEMS ------------------- Actual Output Manufacturer and Model # Actual System Efficiency (Btuh) (or approved equal) -------- ----------- -------- --------------------------------- Heating Cooling Cooling Coil CEC Maximum output for Gas Central Furnaces: WATER HEATING SYSTEMS Btuh Tank R-12 or # of Vol Greater Manufacturer and Model # Energy System Type Heat ( gal) Blanket (or approved equal) Credits ------ ---- ----- ------- ---------------------------- ---------- Storage, Electric 1 37.0. No WATERMISER 40FESL Recovery SPECIAL FEATURES/REMARKS ----------------------- k CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... GILLUND Date........ 01/04/92 MICROPAS3 v3.11 _File-GILLUND-Wth-CTZ15- Program -FORM CF -1R ' User#-MP1325 User -ENERGY CONSULTING GROUP Run-GILLUND ' ------------------------------------------------------------------------------- COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Special Features/Remarks section. DESIGNER Name.... Name.... Company. Company. Address. Address. Phone... Phone... License. Signed Signed ( date ) DOCUMENTATION AUTHOR Name.... W J FINNELL Name.... Company. ENERGY CONSULTING GROUP Title... Address. 34F INDIAN HILLS Agency.. MTN CENTER, CA 92361 Phone... '1-800-262-9966 Phone... Signed Signed _ (date) OWNER ( date ) ENFORCEMENT AGENCY ( date ) WATER HEATING Page 1 DHW Project Title.......... GILLUND Date........ 01/04/92 Project Address.. .. LA QUINTA --------------------- Documentation Author... W J FINNELL Building Permit # , Company ................ ENERGY CONSULTING GROUP Telephone .............. 1-800-262-9966 ; Plan Check / Date Compliance Method...... MICROPAS3 by Enercomp, Inc. ; Field Check/ Date Climate Zone....... 15 --------------------- ' MICROPAS3 v3.11 File-GILLUND Wth-CTZ15 Program -WATER HEATING ' User#-MP1325 User -ENERGY CONSULTING GROUP Run-GILLUND ' --------- -------------------------------------------------------------------- WORKSHEET ONE: STORAGE GAS OR STORAGE ELECTRIC A. EQUIPMENT DATA ---------- ------- 1. Water heater -type ....... Storage, Electric 2. Manufacturer............ WATERMISER 40FESL 3. Model number............ 4. Ignition device......... 5. Tank volume ............. 6. Recovery efficiency..... 7. Standby loss............ 8. Rated Input ............. 9. Number of Heaters....... 1O.Insulation Jacket....... n/a 37 gal .99 percent x 0.01 .0082 percent/hour x 0.01 15358.5 Btu/hr 1 No B. OPERATING DATA 1. Climate Zone............. 15 2. Water heating budget.... 18700 kBtu/yr/unit 3. Tank set temp........... 140 F 4. Water main temp......... 70 F 5. Daily hot water load.... 50 gal 6. Ambient air temp........ 72.6 F 7. Adj. Standby Losses..... .0082 8. No. dwelling units...... 1 9. Pump power .............. 0 Watts (0 Watts controller) 10.Pumping energy.......... 0 Watt-hr/yr (24 hr per day) C. WATER HEATING ENERGY CREDITS ------------------------------- 1. Credit Name ............. Recovery 2. Annual savings.......... 2805 kBtu/yr/unit D. ANNUAL WATER ------------------------------ HEATING ENERGY 1. Recovery load........... 10539 kBtu/yr 2. Recovery energy......... 7813 kBtu/yr 3. Standby loss energy..... 1392 kBtu/yr 4. Pumping energy.......... 0 kBtu/yr source 5. Total energy............ 27614 kBtu/yr/unit source 6. Comparison .............. -8914 kBtu/yr/unit source 7. Points .................. -11 8. Water Heating Energy Use 17.78 kBtu/yr/sf„ (D5 x B8) / 1553 sf HVAC SIZING Page 1 HVAC project Title.......... GILLUND Date........ 01/04/92 Project Address........ LA QUINTA --------------------- Documentation Author... W J FINNELL Building Permit # Company ................ ENERGY CONSULTING GROUP Telephone .............. 1-800-262-9966 Plan Check / Date ; Compliance Method...... MICROPAS3 by Enercomp,'Inc. ; Field Check/ Date Climate Zone..... 15 MICROPAS3 v3.11 File-GILLUND Wth-CTZ15 Program -HVAC SIZING - User#_MP1325 User -ENERGY CONSULTING GROUP Run-GILLUND _--_-_--_ -------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 1553 sf Volume ..................... 13511 cf Front Orientation.......... Front Facing 180 deg (S) Sizing Location.......... INDIO Latitude ................... 33.7 degrees Winter Outside Design...... 29 F Winter Inside Design....... 70 F= Summer Outside Design...... 112F Summer Inside Design....... 78 F Summer Range........... 30 F Shading Used............... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CEC Maximum output applicable for gas central furnaces only Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 10691 5234 Glazing Conduction ............... 6822 5658 Glazing Solar .................... n/a 7367 Infiltration ..................... 7967 4721 Internal Gain .................... n/a 2550 Ducts ............................ 2548 2553 Sensible Load .................... 28029 28083 Latent Load ...................... n/a 5617 Total Load 28029 33700 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. CEC Maximum output applicable for gas central furnaces only MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R ----------------------------- Project Title.......... GILLUND Date........ 01/04/92 Project Address........ LA QUINTA ------ Documentation Author... Company ................ Telephone .............. W J FINNELL ENERGY CONSULTING GROUP 1-800-262-9966 Building Permit # Plan Check / Date Compliance Method...... MICROPAS3 by Enercomp, Inc. ; Field Check/ Date Climate Zone........... 15 --------------------- ----------------------------- MICROPAS3 v3.11 File-GILLUND Wth-CTZ15 Program -FORM MF -1R , ----User#_MP1325 User -ENERGY CONSULTING GROUP Run-GILLUND ------------------------------------------------------- Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the Permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment * 2-5352(a): Minimum ceiling insulation R-19 weighted average. 2-5352(b): Loose fill insulation manufacturers labeled R -Value. * 2-5352(c):.Minimum wall insulation in framed walls R-11 weighted average (does not apply to exterior mass walls). 2-5352(k): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no. greater than 2.0 perm/inch. 2-5311: Insulation specified or installed meets CEC quality standards. Indicate type and form. 2-5352(f): Vapor barriers.mandatory in Climate Zones 14 and 16. 2-5317: Infiltration/Exfiltration Controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped; all joints and penetrations caulked and sealed. 2-5352(e): Special infiltration barrier installed to comply with Sec. 2-5351 meets CEC quality standards. 2-5352(d). Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... GILLUND Date........ 01/04/92 ' MICROPAS3 v3-11 File-GILLUND-Wth-CTZ15 Program -FORM MF -1R ' ' User#-MP1325 User -ENERGY CONSULTING GROUP Run-GILLUND ' ------------------------------------------------------------------------------- HVAC AND PLUMBING SYSTEM MEASURES --------------------------------- 2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. 2-5352(h) and'2-5315: Setback thermostat on all applicable heating systems. * 2-5316(a): Ducts constructed, installed and insulated per Chapter 10, 1976 UMC. 2-5316(b): Exhaust systems have damper controls. 2=5314(c): Gas-fired space heating equipment has intermittent ignition devices. 2-5314: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. Design- Enforce- er ment 2-5352(i): Water heater insulation blanket (R-12 or greater) for storage and backup tanks for solar water heating systems (first 5 feet of pipes closest to tank insulated to R-3 or greater). 2-5312(Exception I): Pipe insulation on steam and steam condensate return and recirculating piping. 2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover.' 4. Time clock. 5. Directional water inlet. LIGHTING AND APPLIANCE MEASURES ------------------------------- 2-5352(j): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. 2-5314(c): Gas fired appliances equipped with intermittent ignition devices. Design- Enforce- er ment 2-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. d r JOBSITE HANDLING -OF THE TRUS JOIST PRODUCTS IT IS THE BUILDING CONTRACTOR'S RESPONSIBILITY TO UNLOAD THE TRUS JOIST PRODUCTS FROM THE TRUCK AND FOR ALL HANDLING THEREAFTER. THE TRUS JOIST GUARANTEE ONLY APPLIES IF THE PRODUCT IS NOT DAMAGED OR ALTERED IN ANY WAY AND IS INSTALLED IN A WORKMANLIKE MANNER ANO ACCORDING TO TRUS.`JOIST CORPORATION'S INSTALLATION INFORMATION. OPEN WEB TRUSSES AND TJI JOISTS VILL BE DELIVERED TO THE JOBSITE IN BUNDLES BANDED TOGETHER AND BEAMS MAY BE WRAPPED. TO AVOID DAMAGE. THEY SHOULD BE LEFT IN THESE BUNDLES OR VRAPPINGS UNTIL THEY ARE READY TO'BE INSTALLED IN THE STRUCTURE. A CARELESS CRANE OR FORKLIFT OPERATOR CAN DAMAGE THE TRUS JOIST PRODUCTS. USE NYLON SLINGS AND 00 NOT DUMP OFF THE TRUCK. NEVER HANDLE OPEN WEB TRUSSES AND TJI JOISTS FLAT - KEEP IN AN UPRIGHT POSITION, ALWAYS KEEP BEAMS STRAIGHT. STORAGE WHILE BEING STORED AT THE JOBSITE, KEEP OPEN WEB TRUSSES AND TJI. JOISTS IN AN UPRIGHT POSITION, BEAMS CAN BE STORED FLAT AND LEVEL. THE BUNDLES SHOULD BE SUPPORTED ON LEVEL STICKERS TO KEEP THE TRUS JOIST PRODUCTS OUT OF THE MUD AND DIRT. STACKING OF BUNDLES IS PERMITTED IF AN ADEQUATE NUMBER OF STICKERS IS PROVIDED TO PREVENT DAMAGE AND NORMAL SAFETY PRECAUTIONS ARE FOLLOWED. ALL GLUE IN TRUS JOIST PRODUCTS IS WATERPROOF. HOWEVER, LONG EXPOSURE TO WATER AND SUN VILL CAUSE SOME DETERIORATION AND CHECKING OF WOOD. TRUS JOIST PRODUCTS SHOULD RECEIVE THE SAME PROTECTION.FROM WEATHER GIVEN TO OTHER WOOD PRODUCTS. THE GLUE BOND BETWEEN THE FLANGE AND THE PLYWOOD VES IS CRITICAL TO THE PERFORMANCE OF THE TJI JOIST. 00 NOT POUND OUTWARD ON THE FLANGE. MANUFACTURER'S ENGINEERING RESPONSIBILITY IS ONLY FOR THE ENGINEERING OF THE TRUS JOIST PRODUCTS AND NOT -.FOR ANY SUPPORTING STRUCTURE, OR FOR LOADS OTHER THAN INDICATED HEREIN. ALL MATERIALS. SHALL BE FURNISHED BY OTHERS UNLESS SPECIFICALLY NOTED "BY MANUFACTURER" HEREIN. -DAMAGED JOISTS CALL YOUR TRUS JOIST REPRESENTATIVE JIM HO 3N ext. 363 or DENNIS McMILLIM -IMPROPER FIT Ph. _ (2)8)375-7311 -FIELD MODIFICATIONS OR OUR ENGINEERING DEPARTMENT -QUESTIONS ABOUT THESE DRAWINGS Ph. THUS JOIST (P CORPORATION HOLE CHART FOR TJI's FLANGE O OO O O O .WEB O O0 FLANGE _ 17j- KNOCKOUT PLUGS o 12" O.C. AVAILABLE t t OF BEARING PLATE IN MOST TJI JOISTS UPON REQUEST. NOTE: THE TOP AND BOTTOM FLANGES ARE NEVER TO BE CUT. INSTRUCTIONS: I. KNOWING JOIST DEPTH AND DESIRED HOLE SIZE. FIND "FACTOR" ON TABLE 1. 2. REFER TO TABLE 2. THE DIMENSION SHOWN WHERE THE SPAN AND THE "FACTOR" INTERSECT IS THE MINIMUM DISTANCE FROM t OF SUPPORT TO t OF HOLE. EXAMPLE: 18" TJI JOIST. 8" HOLE, 21' SPAN. 1. FROM TABLE =1. FACTOR IS C. .2. FROM TABLE 2. THE t OF HOLE MUST BE AT LEAST 4'-0" FROM t OF SUPPORT. ROUND HOLE 2• 3• 1.w 5• 6• 3" 8• 9' 10•SQUA�K il• 12' 13. 11.' 15' 16' 13. 18' 19' 200 HOLE 5 8 1 11 12.1 1 11. 16 16' 10• A B C E 12• ! A B C E 11. • A B C C 0 E ORIENTED = 16• a A A W3'-6 15 1•-6. 1.'-o• 69-3' NOTESt - 2•-3 3•-0 39-9 1.9-60 5'-6• --- 16 13 1'-6 . 1'-6. 2•-3 2•-6 3'-0 1.1-0 49-9' 6•-00 HOLE SIZESt THE SIZES GIVEN IN THE TABLE ARE HOLE SIZES. 18 1'-9. 2'-G 3•-3 1.•-3 60-0- 6•-3- DUCT SIZES. NOT r 0 19 1'-9. 2•-9 3'-6 3•-9 1.1-6 1.•-9 6•-3• 6•-60 6•-9' 3'-00 �r��ca000000n00000©©©� t 20 2'-0. 30-0 1.9-0 5'-0 6'-00 3f-6- THE TABLE TO DETERMINE HOLE SIZES. N a 21 22 2' -Ow '- 20' 3'-0 3 •-3 �o©o�a�00000�oo©nn©� 5'-3 .6•-3' i1.•-9' SQUARE HOL.ES1 SQUARE HOLE SIZES ARE DETERMINED BY MULTIPLYING 23 2•-3. 51-6. 61-6- 8'-3' THE MAXIMUMROUND HOLE DIAMETER BY A FACTOR OF O.S. ■�r�00000t�ot�o©©©©©���i 21. 2S 2•-30 2'-6. 3•-3 36-6 1.9-6 1.'-9 6•-9 6•-0 6'-9- 39-00 8'-6' 9•-0• RECTR �E`' MULTIPLY THE MAXIMUM ROUND HOLE DIAMETER BY A FACTOR OF < 3'-9 56-0 8'-31 •--6- 9•-30 0.8. THIS REPRESENTS THE LONSEST SIDE OF THE REC- 'H- 2S 2'-60 3'-8 6•-0 8•-6 3'-8• 91-9• TANGLE. 23 ' 2•-60 28 2'-9' 1.9-0 1.'-0 5•-3 69-9 8'-0• 10•-0- MULTIPLE HOLESt WHERE MORE THAN ONE HOLE IS DESIRED. 29 2•-9. 6•-6 7•-0 8•-3' 10•-6- THE AMOUNT OF V00p BETWEEN HOLES;�MAUST :EQUAL OR EXCEED 30 30-0. 1.9-3 6•-9 V-3 8'-6- 101-91 TWICE THE DIAIE;TER OF THE LARGEST HOLE OR TWICE THE SIZE OF THE W3'-6 15 1•-6. 1.'-o• 69-3' NOTESt - 2•-3 3•-0 39-9 1.9-60 5'-6• --- 16 13 1'-6 . 1'-6. 2•-3 2•-6 3'-0 1.1-0 49-9' 6•-00 HOLE SIZESt THE SIZES GIVEN IN THE TABLE ARE HOLE SIZES. 18 1'-9. 2'-G 3•-3 1.•-3 60-0- 6•-3- DUCT SIZES. NOT r 0 19 1'-9. 2•-9 3'-6 3•-9 1.1-6 1.•-9 6•-3• 6•-60 6•-9' 3'-00 ROUND HOLESt FOR SIMPLE SPANS AND UNIFORM LOADS USE t 20 2'-0. 30-0 1.9-0 5'-0 6'-00 3f-6- THE TABLE TO DETERMINE HOLE SIZES. N a 21 22 2' -Ow '- 20' 3'-0 3 •-3 1.0-0 4--3 5'-3 .6•-3' i1.•-9' SQUARE HOL.ES1 SQUARE HOLE SIZES ARE DETERMINED BY MULTIPLYING 23 2•-3. 51-6. 61-6- 8'-3' THE MAXIMUMROUND HOLE DIAMETER BY A FACTOR OF O.S. (a _1 tUXS 21. 2S 2•-30 2'-6. 3•-3 36-6 1.9-6 1.'-9 6•-9 6•-0 6'-9- 39-00 8'-6' 9•-0• RECTR �E`' MULTIPLY THE MAXIMUM ROUND HOLE DIAMETER BY A FACTOR OF < 3'-9 56-0 8'-31 •--6- 9•-30 0.8. THIS REPRESENTS THE LONSEST SIDE OF THE REC- 'H- 2S 2'-60 3'-8 6•-0 8•-6 3'-8• 91-9• TANGLE. 23 ' 2•-60 28 2'-9' 1.9-0 1.'-0 5•-3 69-9 8'-0• 10•-0- MULTIPLE HOLESt WHERE MORE THAN ONE HOLE IS DESIRED. 29 2•-9. 6•-6 7•-0 8•-3' 10•-6- THE AMOUNT OF V00p BETWEEN HOLES;�MAUST :EQUAL OR EXCEED 30 30-0. 1.9-3 6•-9 V-3 8'-6- 101-91 TWICE THE DIAIE;TER OF THE LARGEST HOLE OR TWICE THE SIZE OF THE 1.6-6 6'-0 3'-6 9•-0. 11•-30 LARGEST STARE HOLE. 31 -5' 3•-00 1.•-6 61-0 ? .-9 •- 93' 11•-6• CANTILEVER$ AND CONTINUOUS SPANSt FOR UNIFORMLY LOADED CAN- 3'-0' 1.•-9 6•-3 8'-0 9'-3. 12•-0- TILEVERS AND CONTINUOUS TJI JOIST SERIES. THE HOLES MUST C3 33 3•-3. 1.0-9 6'-6 8'-3 9'-9. 12•-3' BE LOCATED ONE INCH FURTHER FROM SUPPORT FOR EACH FOOT 31. 35 3•-3' S•-0 6'-9 8•-6 10•-0 12'-9' OF CLEAR �� IN ADOITiON TO V S INDICATED IN THE TABLE. 3•-6- 3'-6. 6•-3 6'-3 71-0 7•-0 8.-9 9'-0 10'-6 13'-0- NOTEI EXCEPTIONS TO THESE MAY PASSIBLE THROUGH SPECIAL 10•-9 13'-6- INQUIRY. IKUS JOIST ® CORPORATION ER C T I O N B R A C I N G c' (MIN.) STRIP OF SHEATHING (TENf'ORARY OR PtERMANENT) IF END WALL IS NOT BRACED BRACED END WALL AT - END OF SAY 2-0d NAILS (MIN.) BLOCKING STRUT LINES 0x4 MIN.) W S' O.C. FOR JOISTS WITH 13/4't WIDE FLANGES B' O.C. FOR JOISTS WITH -21/4't VIDE FLANGES CROSS BRACIINGi0' O.C. FOR JOISTS WITH 31/x' WIDE FLANGES CROSS BRACING '10' STRUT LINE IS REQUIRED AT ALL SUPPORTS WHERE JOISTS ARE NOT OT}ERV ISE BRACED. WARNING d NG . 'DO NOT_ ALLOW WORKMEN ON THE TJI JOIST UNTIL ALL BLOCKING. CROSS BRACING. HANGERS AND TEMPORARY BRACING ARE INSTALLED IN ACCORDANCE WITH ITEMS 10, 2 AND 3 BELOW. IMPROPER CONCERN FOR BRACING DURING CONSTRUCTION CAN RESULT IN SERIOUS ACCIDENTS. UNDER NORMAL CONDITIONS IF THE FOLLOWING GUIDELINES ARE OBSERVED ACCIDENTS VILL BE AVOIDED. 1. A LATERAL STRENGTH, LIKE A BRACED END WALL OR AN EXISTING DECK MUST BE ESTABLISHED AT THE ENOS OF THE BAY. THIS CAN ALSO BE ACCOMPLISHED BY A TEMPORARY OR PERMANENT DECK (SHEATHING) NAILED. TO THE FIRST 4 FEET OF JOISTS AT THE END OF THE BAY. 2. ALL BLOCKING. CROSS BRACING AND HANGERS AT THE SUPPORTS OF THE TJI JOISTS MUST BE COMPLETELY INSTALLED AND PROPERLY NAILED (FILL ALL NAIL HOLES). 3. TEMPORARY STRUT LINES OF 1x4 MINIMUM MUST BE NAILED TO THE BRACED ENO WALL OR SHEATHED AREA AS IN 1 ABOVE AND TO EACH TJI JOIST AT THE ON CENTER SPACING SHOWN. WITHOUT THIS BRACING. BUCKLING SIDE- WAYS OR ROLL OVER IS HIGHLY PROBABLE UNDER LIGHT CONSTRUCTION LOADS SUCH AS TWO WORKMEN AND ONE LAYER OF SHEATHING. 4. SHEATHING MUST BE TOTALLY ATTACHED TO EACH JOIST BEFORE ADDITIONAL LOADS CAN BE PLACED ON THE SYSTEM. S. ENDS OF CANTILEVERS REQUIRE STRUT LINES ON BOTH THE TOP AND BOTTOM FLANGES. 6. THE TOP FLANGES MUST REMAIN STRAIGHT WITHIN A TOLERANCE OF 'let FROM TRUE ALIGNMENT. TRUS JOIST ® CORPORATION 3LOCK I NG' PANELS WITHOUT END PIECES .8d NAILS • - 12- O. C. (MIN. REO•M(T.I . tt ) (2) • d NAILS (3) w WITH END PIECES 8d NAILS • , 12' O.C. (MIN. RFA •MT. ) t l ) (2) 66 < 0 F.1 8d NAILS (3) 16d 8030 NAILS. SEE W® STIFFENER REQUIREMENTS FOR MASS REQUIRED. ETD PIECE SECTION A -A 1) BUILDING DESIGNER TO SPECIFY ACTUAL NAILING 'REQUIREMENTS. 2). SEE "NAILING OF SHEATHING TO FLANGE OF TJI JOIST" FOR CLOSEST ALLOWABLE ON CENTER SPACING. 3) TOENAILED AT MAX. SPACING OF 12w ON CENTER EACH SIDE OF PLYWOOD. CLOSEST ON CENTER SPACING PER ROW (6) NAILING OF SHEATHING TO FLANGE OF TJI JOIST (4) MICRO=LAM FLANGES I SOLID SAWN FLANGES NAIL SIZE TYPE DIA. 8d (S) BOX .113" 2w 4w COMMON .131" 2" .6" 10d BOX .128" 2w 6w COMMON .148w 3" 6w. 12d BOX .128" 2w 6w ::• ..:'• : COMMON .148".. 3" ... _ 16d BOX .13Sw 3w .6w COMMON .162w 3w an NOTE: (4) THE TOP FLANGE (COMPRESSION FLANGE) OF THE TJI JOIST MUST BE MAILED TO SHEATHING AT LEAST 21.' ON CENTER FOR THE FULL LENGTH OF ALL JOISTS EXEPT THOSE WITH 13/40* WIDE FLANGES. USE 18' ON CENTER FOR THESE JOISTS. (S) 14 GAUGE STAPLES MAY BE A DIRECT SUBSTITUTE FOR 8d NAILS WHEN HAVING A MINIMUM PENETRATION OF 1 INCH INTO THE MAIN MEMBER. (6) IF "ORE THAN ONE ROW OF NAILS IS. USED. THE ROWS MUST BE .OFFSET AT LEAST 1/2•. TRUS JOIST CORPORATION 2" MAX. 2" MAX. MIN./(GAP TO BE AT fHE BOTTOM IN THE CASE OF CONCENTRATED ,LOADS ) 2" MAX 4A'I LS SPACED EQUALLY ?ER CHART BELOW. JAILS FROM BOTH .TIDES COUNTING. NAI -LS TO PENETRATE OPPOSITE WEB STIFFENER. iI WEB STIFFENER EACH SIDE OF WEB If --'i f --MIN. BEARING----- �--- DISTANCE END INTERMEDIATE SUPPORT. SUPPORT Web St.(ffener.RegW cements Mtntmurd Bearing D t stance Joist 1/Sar.tae Number of No t l e when Vab Stiffeners are R trod Veb Sttffenere Required at entratod Loads Greater Than (LBS.)' Number of Net le Required at Concentrated Load Mtn. Veb Sttffonor Vtdth V. (Inct ) Mtn. Veb Stiffener Thickness `T' (Inchoe) End Support' or Hangar Support (A) (Inches) Intormodtat; TJI Jotat(B Support (Intoe) End Support or Hanger t Intermediate TJI Joist t (B) 'J I 3SOX 3-8d 3-8d -GOS 2-8d 2S/1 6.' 7/8' 2' 31/2 'J I 3SOX 3-8d 3-8d 710' 2-8d 25/1 6' 7/8' 24' 31/2 'JI3SOX 4-8d G -8d 810 3-8d 25/16" 7/8' 21/4' 31/2 'JI3SOX S -8d '7-8d 9 I 3-8d 25/6' 7/8 21/4" 31/2 j 3SOX G -8d 8-8d 101 S 3-8d 2516' 1/8' 21/2 S 1/2 JI3SOX G -8d 9-8d 1115 4-8d 25/6' 7/8' 23/4' 51/2 J I 3SOX 7-8d 1 1-8d 1220 4-8d 2 S/1 6' 7/8' 3' S I/2 J I 35OX 8-8d 12-8d 1320 4-8d 2S/160 7/8' 3' JI 3SOX . 8-8d 12-8d 1385 S=8d 31/x` 3/4^ 31/2 7' J I 3SOX 8-8d 12-8d 1450 5-8d 3 Ile. 3/4^ 31/2 J I 35OX 8-8d 12-8d 1 450 G78d 3 Ile 3/4^ 31/2 - MAY BE REDUCED FOR HANGER CONDITIONS IF ADDITIONAL WEB STIFFENER NAILING IS PROVIDED. - BASED ON MAXIMUM LOAD. CRITERIA MAY BE REDUCED DEPENDING ON SPECIFIC APPLICATION. - WEB STIFFENER SHOULD BE 3/4" MICRO=LAM LUMBER OR EQUIVALENT STIFFNESS. TRUS JOIST ® CORPORA T l ON 2" MAX. 2" MAX. (GAP TO BE AT THE BOTTOM IN THE CASE OF CONCENTRATED /8" M I N. LOADS ) 2" MAX NAILS SPACEO EQUALLY PER CHART BELOW. NAILS FROM BOTH SIDES COUNTING. NAILS.TO PENETRATE OPPOSITE WEB STIFFENER. WEB STIFF EACH. S I DE OF WEB l__MIN. BEAF DISTANCE ENO SUPPORT INTERMEDIATE SUPPORT Web Sttffener Requtrements Mtn. Veb Stiffener Thickness 'T' (Inches) ''End Support.Intermediat, or Hanger Support (A) (Inches) Number of Netis when Veb 31/2 Veb Stiffeners 1 ' Stiffeners. 31/2 1 20 are Re wired Required at Number of Mtn. Veb 13 /40 31/2. ConcentratedNotts Stiffener fJI Jo:tst End Support Intermedtato Loads Required at Vidth th/Seriss or Hanger S TJI Joist Greater Concentrate 'V' t t (B) Than (LBS.) Load {Inches) TJI3S None (C) None 42S 2-8d 25/16• TJI35 None (C) None 500 2-8d 25/6' TJI3S None (C) 2-8d S80 2-8d 25/6' TJI3S None (C) 2-8d GSS 2-8d 25/16' TJI3S 2-8d 2-8d 73S 2-8d 25/16' TJI3S 3-8d 3-8d 810 2-8d 2S/,a' INTERMEDIATE SUPPORT �)- MAY BE REDUCED FOR HANGER CONDITIONS IF ADDITIONAL WEB STIFFENER NAILING IS PROVIDED. 3)- BASED ON MAXIMUM.LOAO._._.CRITERIA MAY BE REDUCED DEPENDING ON SPECIFIC APPLICATION. :)- WEB STIFFENERS MAY BE REQUIRED IN HANGERS TO COMPLY WITH NAILING REQUIRE- MENTS THROUGH SIDE PLATES OF HANGER. IF WEB STIFFENERS ARE NOT TO BE USED IN HANGER SUPPORT, THE SIDES OF THE -HANGER MUST EXTEND UP TO SUPPORT THE TOP FLANGE LATERALLY. TRUS j0 / ST ® CORPORA T /ON Minimum Bearing Otstance Mtn. Veb Stiffener Thickness 'T' (Inches) ''End Support.Intermediat, or Hanger Support (A) (Inches) Til joist(B) Support (Inches) 1 ' II/2 31/2 31/2 1 ' 2' ' 31/2 1 20 31/2 1 13 /4 " 31/2 1 • 13 /40 31/2. �)- MAY BE REDUCED FOR HANGER CONDITIONS IF ADDITIONAL WEB STIFFENER NAILING IS PROVIDED. 3)- BASED ON MAXIMUM.LOAO._._.CRITERIA MAY BE REDUCED DEPENDING ON SPECIFIC APPLICATION. :)- WEB STIFFENERS MAY BE REQUIRED IN HANGERS TO COMPLY WITH NAILING REQUIRE- MENTS THROUGH SIDE PLATES OF HANGER. IF WEB STIFFENERS ARE NOT TO BE USED IN HANGER SUPPORT, THE SIDES OF THE -HANGER MUST EXTEND UP TO SUPPORT THE TOP FLANGE LATERALLY. TRUS j0 / ST ® CORPORA T /ON (GAP TO BE AT THE BOTTOM IN THE CASE OF CONCENTRATED 1/8" MIN.LOADS 1 2" MAX c nAA. - _ WEB STIFFENER NAILS SPACED EQUALLY EACH SIDE _ PER CHART BELOW. OF WEB 2".MAX. NAILS FROM BOTH SIDES COUNTING. NAILS TO PENETRATE MIN. BEARING OPPOSITE WEB DISTANCE STIFFENER. ENO INTERMEDIATE SUPPORT SUPPORT Web Stiffener Requirements Minimum Beartng D t Stance Number of Na t l e rhon Veb Sttffenors are Ro trod End Support Intormodtato TJI-Jotst or Hanger TJI Jot et a' th/Sef—t=Support Suo0ort (8) Veb Stiffeners Required at oncontratod Loads Greator Then (L9S.) Number of Netie Rogitred at. Concontratod Load Mtn. Veb Stiffener V;dth V. (Inches) Mtn. Veb Sttffenor Thtcknoee •T• (Inchon) End Support.Intornodta or Hanger Support (A) (Inchos) TJI Jolet(8) Support (Inchon) )' TJ I 3SS None (C) None 425 2-8d25/ g' 1 ' 1 1/2 3 TJI3SS None (C) None S00 2-8d2S/6" 1" 31/2 ' TJ I 3SS ; None (C) 2•-8d 580 2-8d 2 S/ 6' 1 ' 2" 3 1/2 >' TJI3SS None (C) 2-8d 655 2-8d 2S/6` 1' 2- 3I/2 I' TJI3SS 2-8d 2-8d 73S2 -8d 25/16' 1 ' 1 3/4'. 31,12 ' TJI3SS 3-8d 3-8d 810 2-8d 2S/6" 1" 13/44 3 11Z (A) -.'MAY BE REDUCED FOR HANGER CONDITIONS IF ADDITIONAL WEB STIFFENER NAILING IS PROVIDED. (B)- BASED ON MAXIMUM LOAD. CRITERIA MAY BE REDUCED DEPENDING ON SPECIFIC APPLICATION. (C)- WEB STIFFENERS MA 'r BE REQUIRED IN HANGERS TO COMPLY WITH NAILING REQUIRE- MENTS THROUGH SIDE PLATES OF HANGER. IF WEB STIFFENERS ARE NOT TO BE USED IN HANGER SUPPORT, THE -SIDES OF THE HANGER MUST EXTEND UP TO SUPPORT THE TOP FLANGE LATERALLY. TRUS JO / ST ® CORPORA T /ON '