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09-0628 (RER)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number. =09-00000628' Property Address: 50106 CALLE ROSARITA APN: 658-250-002- - - Application description: REMODEL - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application Valuation-: 10000 BUILDING & SAFETY. DEPARTMENT BUILDING PERMIT � ur Applican/Architect or Engineer: Aug 10 2009 1 aaTyoF ------------------ LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions de, and my License is in full force and effect. License Class: B C10 cense No.:' 816900 Date: O -,q4 Contractor: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or, repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he.or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: i. (_ 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale ISec. 7044, Business and Professions Code: The Contractors"State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). 1 _ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project IS c. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). - I _ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMIT Owner: KRAUSHAAR NICHOLAS N S0106 CALLE ROSARITO LA QUINTA, CA 92253 (760)346-2856 IANDRY, BRAD 874 BORDER #D-16 JOSHUA TREE, CA 92252 (760)218-0357 Lic. No.: 816900 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 8/10/09 ----------------------------------------------- WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. -1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier EXEMPT Policy Number EXEMPT I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. 'Date: w -CR . Applicant: �p WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. - APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the - conditions and restrictions set forth on this application. 1 . Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, • the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for ins a urposes. Date:-- OSignature (Applicant or Agent): Application Number . . . 09-00000628 ------ Structure:Information 115 SF ADDITION TO BDRM ----= Construction Type•. TYPE V - NON RATED Occupancy Type. . . . . . DWELLG/LODGING/CONG <=10 Other struct info . . . . . CODE EDITION 2007 # BEDROOMS .00 Permit . . . BUILDING PERMIT Additional desc . he'r'mit b'ee 11,/.00 bran Check Fee '76.05 Issue:Date• . . . . Valuation . . . . 10000 Expiration Date 2/06/10 . Qty Unit Charge Per Extension BASE FEE 45.00 8.00 9.0000 ------------------------------------------------------------------=--------- THOU BLDG 2,001-25,000 72.00 Permit . . ELECT - ADD/ALT/REM Additional desc . Permit Fee '. . . . 19.03 Plan Check Fee 4.76 Issue Date . . . . Valuation . . . . . 0 Expiration Date 2/06/10 Qty Unit Charge Per Extension BASE FEE 15.00 115.00 .0350 ------------------------------7--------------------------------------7------ ELEC NEW RES - 1.OR 2 FAMILY 4.03 Permit. MECHANICAL Additional desc Permit Fee . . . . 24.00 Plan Check Fee 6.00 Issue\.Date . . . . Valuation . . 0 Expiration Date 2/06/10 Qty Unit Charge Per Extension BASE FEE 15.00 2.00 4.5000 EA MECH VENT'INST/ DUCT ALT 9.00 ---------------------------------------------------------------------------- Special Notes and Comments 115 SQ. FT ADDITION TO EXISTING BEDROOM. 1 HR CONSTRUCTION AT EXISTING GARAGE AND COMMON WALL BETWEEN UNITS. TYPE VB CONSTR. R-3 OCCUPANCY 2007 CODES. ----------- --------------- Other Fees .. . . . . BLDG STDS ADMIN (SB1473) 1.00, ENERGY REVIEW FEE 7.61 LQPERNM Application Number• . . . . . 09-00000628 ------------------- --------------------------------------------------------- Other Fees . . . . . STRONG MOTION (SMI) - RES 1.00 .Fee summary Charged Paid Credited Due Permit Fee Total 160.03 .00* -00 .160.03 Plan Check Total 86.81 .00 .00 86.81 Other Fee Total 9.61 .00 .00 9.6.1 Grand Total 256.45 .00 00 256.45 LQPERMIT Bin # K.k " City of La Quinta Building &r Safety Division P.O.' Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet 'Permit #g to Project Address: J � C � % Owner's Name: � ` r (� A. P. Number: 4,50 DO Z Address: _104� Pil=SW�—'-4710 Legal Description: (.-ir— ( 4 Z -rE: '_1 City, ST, Zip: (L I.) t "rA- Contractor: �Q Telephone: <:..;.<.::.>.;>:::?>;� ;:�:;>...:;::;.:. f s<::•: Address: Project Description: City, ST, Zip: Tele hone: State Lic. # : City Lic. #: Designer: Address: 'y7-6 Z Z t!ajpjY p" City.,ST> Zip: 9( Telephone: %State Construction Te: Occup an: Project type (circle one): New-. Add'n Alter Repair Demo Lic. #: >:::»:'•::::?::s:<>::::::<::<:»::::>::?»::?;{ "s.'::.>: Name of Contact Person: Sq. Ft.: �IS # Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: p. ? APPLICANT: DO NOT WRITE. BELOW THIS LINE `3 . # Submittal Req'd Recd TRACKING ; . _ . PERMIT FEES Plan Sets Plan Check submitted Item ` Amount Structural Calcs. Reviewed,. ready for corrections Plan Cheek Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"" Review, ready for correction issue Si Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up. S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review,.ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees /A ..l Total Pzrmit Fees CERTIFICATE OF COMPLIANCE 4��>Sc�o Desert Sands Unified School District 47950 Dune Palms Road ¢ BERMUDA DUNES O to RANCHO MIRAGE Date 8/10/09 La QUinta, CA 92253 INDIAN WELLS LM No. -30469 (760) 771-8515 `w> PLA QUINT :b ' PINDIO y� 0 Owner M/M Nicholas Kraushaar APN # 658-2=50-002 Address 50-106 Calle Rosarita Jurisdiction La Quinta City La Quinta Zip 92253 Permit # Tract # No. of Units 1 Type Residential Addition Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 50106 Calle Rosarita 115 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patiosMalkways, residential additions under 5 00 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile ho mes. It has been determined that the above-named owner is exempt from paying school fees at this time due•to the following reason: Residential Addition 500 Sq Feet or Less EXEMPT This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.00 X 115 S.F. or $0.00' have been paid for the property listed- above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By Exempt - Brad Landry Check No. Name on the check Telephone 218-13357 Funding Exempt BY Dr. Sharon P. McGehee Superintendent ,' 3 Fee collected /exem by a c it rePayment Recd "~-00 r - `Ower/UndWr Signature r E JAI NOTICE: Pursu nt to Government Code Section 66020(d)(1), his will sery to notify you that the 90 -day approval period in which you may protest the fees o r other paymen identified above will begin to run from the date which t building or installation permit for this project is issued, or from the date on which those amounts are paid to the Districts) or to another public entity a rued to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID without embossed seal Embossed Original - Building Department Applicant Copy - Applicant/Receipt Cop! - Accounting Alternative Component Package Me#hod:. (check one) C D D (Alternative) Package C and Package D choices require HERS rater field verification and/or diagnostic testing (see CF For Package D Alternative see Appendix B Talile' 151-C Footnotes 8-14 in the Residential Compliance >: GENERAL INFORMATIO C I TY O F LA 0 U I N TA Total Conditioned Floor Area (CFA) ;1ftz/QL� U I L D I N G .& SAFETY -DEPT ,Average Ceiling Height: APPRO�l ®. ey\ Ceak,;�ti1e�XC9 FOR CONSTRUCTION B utlding Type; (check one or more ✓ g y altifazililytl ition Sin 'le Famil teratio (If adding fenestral f-.11 Vii 3) ✓dry 1 B Zo�� ion. S-4R,'Fenestration M tion 8.3.2 for Additions and 8.3.3 for Alterations in the.RCM.) • Maximum Allowed Total Fenestration. Area fiz (from WS -4R) • Maximum Allowed West Facing Fenestration Area f (from WS -4R) Number of Stories: Number. f Dwelling, Units: • Floor Construction Type: lab iced Floor circle one or both) I. Front Orientation: 120 Nor 1s 'South I East . est . All Orientations (input front orientation in degrees from True North and circle on a RAD IANT BARRIER (check box if required in climate zones 2 4 8A5 I OPAQUE SURFACES INC4 IDING OPAQUE DOORS Component Assembly U - Type (Wall, Roof, Floor, Frame Type Cavity Continuous metal frame factor (for wood;7RefPrP.nr.o- Roof Radiant Location Slab Edge, (Wood or Insulation and' Insulation mass Barrien Comments. Installed2 Doors Metal R -Value . R -Value. assemblies) (attic, garage, V_ , XT- '1) See Joint Appendix N in Section IV:2;.N.3, and IV:4, which is the basis for the U -factor criterion. U -factors can not exceed prescriptive value to show equivalence to'R.y4lues. 2) This column is for the Inspector io verify installation of roof radiant barrier. Residential Compliance Forms . ,� �� December 2005 CERTIFICATE OF COMPLIANCE: RESIDENTIAL 2 of 5) CF -1R Project. Title Date S t 770N I S"` Dc�o FENESTRATION PRODUCTS — U -FACTOR AND SHGC ✓ 0 FENESTRATION MAXIMUM ALLOWED AREA WORKSHEET WS4R — must be included for New Construction, Additions, and Alterations. Fenestration #/Type/Pos. (Front, Leif Rear, Right, S li ht) Orien- tation, N S Wt Area ft?U-factorz U -factor Source SHGC' SHGC Sources Exterior ShadinpfOverhane7 ✓ box if WS -3R is ..included iA. El E i7.�IAEKC 0 . O 0 E3 13 � 0 1) Skylights are now included in West -facing fenestration area if the skylights are tilted to the west or tilted in any direction when the pitch is less than 1:12. See §151(f)3C and in Section 3.2.3 of the Residential Manual. 2) Enter values in this column from either NFRC Certified Label or from Standards Default Table 116-A. 3) Indicate source either from NFRC or Table 116-A, 4) Enter values in this column from NFRC or from Standards Default Table 116B or adjusted SHGC from WS -3R. 5) Indicate source either from NFRC, Table 116B or WS -31K 6) Shading Devices are defined in Table 3-3 in the Residential Manual and see WS -31K to calculate Exterior Shading devices.. 7) See Section 3.2.4 in the Residential Manual. HVAC SYSTEMS Heating Equipment Type and Capacity fumace heat PMP, boiler etc. Minimum Distribution Efficiency Type and Location Duct or Piping Thermostat Configuration AFUE or HS ducts. attir, etc. R -Value Type fit or package) Distribution Type and Location (ducts attic etc. Duct or Piping R -Value T1 o GIr Cooling Equipment Type and Capacity (A/C, heat pump, evap. coolie Minimum Efficiency (SEER or EER) Distribution Type and Location (ducts attic etc. Duct or Piping R -Value Thermostat Type Configuration lit or package) Residential Compliance Forms December 2005 CERTIFICATE OF COMPLIANCE: RESIDENTIAL 2a e 3 of 5). CF -1R Project Title Date _ �aT"1C�S. t79 SEALED DUCTS and TXVs (or Alternative Measures) A sieved CF -4R Foctz� must be provided. to the building department for each home for which the following are required. O Sealed Ducts. all climate zones Installer testing and certification and HERS rater field verification required.) TXVs, readily accessible.(climate zone.s.2 and 8 -15 -only) Installer testing and certification atid.HERS Rater field verification required.) O Refrigerant Charge (climate dunes 2'.and 8-15 only) (Installer testing. and certification and HERS Rater field verification required.) OR O Alternative to Sealed Ducts. and .Refrigerant Charge fI'XVs (See Package D Alternative Package Features for Project Climate Zone in the RM Appendix B Table 151-C, Footnotes 7=14. U J, No ducts installed. New ducts from existink a ace 66itditioning equipmentnot exceedin 40ft. in length. For additions and alterations, duct.systeins that are not documented to have been previously sealed as conf rmed through.£ield verification ;and :diagtostictesting in accordance with procedures in the Residential ACM Manual. Duct systems with more than 40 linear feet in unconditioned spaces shall meet the requirements of Section 150(m) and duct insulation requirements of Package D. WATER HEATING SYSTEMS SWStei1L4 serving senQle dweltirw units lCiGr. idivr TAhiP 5.d AltemAhvP. WAtrr i'tP.AtIRV CVQtnmC fA1 fP(•}erlllAl'IAT IPT�tTPfHAfttCY Water.Heater Type/Fuel Type Check bpx' .if system meets .criteria.of a "Standard" system. Standard system is one gas-fired water heater pet dwelling Number in System, unit. If the water heater. is s�$ipra e e 50 gallons is the maximum ca aci and recirculation system is not allowed. Tank Capacity (gatlons . Check box when using Preapproved Alternative Water Heating table, Table 5-4 in Chapter 5 in the Residential Standby . Loss°/a Manual. No water heatin calculaddiis are required, and the §ystem complies automatically, Check box if system doesi. not meet criteria of "Standard" system, and does not comply with the Preapproved 13. Alternative Water Heating table; .In this case, the Performance Method must be used and must be. included in the submittal. . O Check box to verify that a time control.is requited for a recirculating system pump for a system serving multiple units SWStei1L4 serving senQle dweltirw units lCiGr. idivr TAhiP 5.d AltemAhvP. WAtrr i'tP.AtIRV CVQtnmC fA1 fP(•}erlllAl'IAT IPT�tTPfHAfttCY Water.Heater Type/Fuel Type Distribution Type . , Number in System, Rated Inputi (kw or Bhl&) Tank Capacity (gatlons . Energy Factor or Thermal Efficiency Standby . Loss°/a Tank External .Insulation R -Value stem serving mtalti le dweUin , wd s'See Residential Manual Section 5.3:3 Water Heater T e Distribution Type Number in System Rated Input (kW or i3Luk . Tarik Capacity allons Ener+ Factor or Thermal Efficiency . Standby, Loss C/o). Tank External . Insulation R -Value 1) For small gas storage water heaters (rated inputs of less than or -equal to 75,000 Btu/hr), electric resistance, and heat pump water heaters, list Energy. Factor. For large gas storage. water: heaters (rated input of greater -than 75,000 Btu/hr), list Rated Input, Recovery Efficiency, Thermal Efficiency and Standby Loss. For instanfaneoiis gas water heaters, list Rated Input and. Thermal Efficiencies. Pipe In5u9ation (kitchen lines >-3/4 inches) All hot water pipes from the heating source to the kitchen fixtures that are % inches. or greater in diameter§hall be thermally insulated as specified by Section i 50 (j) 2 A or 150 0) 2 B. Residential Compliance Fornrs December 2005 CERTIFICATE OF COMPLIANCE: RES' [DENTIAL : Pa e 4 of S CF -IR ?rn'ect Title Date Measure Ducts SPECIAL FEATEUS REOiIIRINi Btu. DING OFFICAL or HERS RATER VERIFICATION indicate which special features are parts of ties project. The list below only represents special features relevant to the prescriptive method. (Check Applicable boxes Category Building Official Verification of �Specialfeatures I HERS Rater I Verification HERS Rater -Diagnostic Testing Measure Ducts ❑ Y I DO% of ducts In crawlspacelbasement ❑ V Buried ducts ❑ Y' .. Diagnostic supply duct location, surface area, and R -value Y Duct increased R -value ❑ Y Duct leakage 13 Y Ducts in attic with -radiant barriers Y . Less than 12 ft. of duct outside conditioned space ❑ Y Non-standard duck location ❑ Y Supply registers within two ft of floor Envelope ❑ Y Air retarding wrap ❑ Y Coot roof ❑ Y Exterior shades ❑ Y High thermal mass ❑ y Inter -zone ventilation ❑ Y Metal framed walls ❑ Y Non -default vent heights ❑ . Y Quality insulation Installation ❑ Y Radiant barrier Cl Y Reduced infiltration (blower door), May also require mechanical ventilation. ❑ Y Solar gain targeting (for sunspaces) ❑ Y Sunspace with interzone surfaces 13 Y Vent area greater than 10% WAC Equipment., ❑. Y Adequate air flow ,❑ Y Alr conditionecsize ❑ Y Air handler fan power . . ❑ Y High EER. ❑ Y Hydronic heating systems ❑ Y Mechanical ventilation ❑ Y Refrigerant charge ❑ Y Thermostatic expansion valve (TXV) ❑ Y Zonal control Water Heater - Y Combined hydronic. ❑ Y High EF for existing water heaters ❑ Y Non-NAECA water heater ❑ Y Non-standard water heaters (wh/unit) _ ❑ Y Water heater distribution credits Residential Compliance Forms December 2005 CERTIFICATE OF Pr 'eci Title Special Remarks �OM'LIANCE: RESIDENTIAL'. (Page s of s) CF -IR Date CO. MPLIANCE STAT INT This certificate of compliance lists the building features and specifications needed to comply with Title 24, Parts 1 and 6 of the California Cade. of Regulations, and the. administrative regulations to implement them: This certificate has been signed by.the.individualwith overall design responsibility. The undersigned recognizes that compliance using duct design,: duct sealing, verification of refrigerant charge and TXVs,.insulation installation quality, and.building envelope sealing require installer testing and certification and field -verification by an approved HERS rater.:::: . Desioner nr (Umor t.,..r --A o:.F •1 gwra :a i MEOWS r► a s ,� .� 1 I • 1 IM Comments: Kesidenhal Compliance Forms December 2005 FENESTRATION' MAXI1dIUM ALLOWED AREA WORKSHEET Proj ct Tie Date FENESTRATION PRODLI.CTS -1;1EW CONSTRUCTION NEW BUILDINGS ., Use this tahle fnr new h,i;1fGno rnnefx„n�.n..<.E,. . r__ . _, -e, �• WS -4R #/Type/Pos. Rear, Right(Proal, Leff, S li t B Orientation C Total Fenestration, Area ft? D Total Fenestration for . N, S, E Orientations Area fiz E CFA ft2 F Total Percent of West Facing l+enestration' C/E x 100% G Total % of West Facing Fenestration' ai 100%/C G Total % of Fenestration2West,Faci4g Including West /E x 100%+F Total % of Fgnestra- tion 2, s, ° x 100% North Existing Area ftz Removed Orientation North Removed Area Area R2 East . Proposed Installed New Area ft2 Total Net FenestrationFenestra-don- ift2) C-.E+Q S.outh. . West East South West t S _ Total 1) ifwest.facina area Totals evrE-.Ma S%.,fV e::,, t:..: , _ ___ , A East > «• • , , .... Y�•w.wwwc uE7Ylt)tlt n must OC uSe(t. . . 2) If total percent'of fenestration exceeds 20°jo including West facing orientations then performance approach must be used. West facing area includes skylights tilted to the west or tilted in ruiy direction whan tbo pitch is less than 1:12 for Package D only. TV.N_li.C'1M A'1r1rnV DDnnrrTnrVc, '.TIMIMr ®Less than Inn ft` PT f ccc Ikon:~ a.. 4nnr, nZ M. -2 A- /T/'°S (Front, Left, Rear, Right, S 1i t B Orients- tion North - C Proposed. Additima s: CFA! z a - - n Propgsed `Addition's Fenestration Aiea ft' a • .�. vi vatat E Fenestration Area Removed to make way for. Addition R" , wv t t F Total Area Added Fenestration - E(GIC) G Total % of West Facing Fenestration' ai 100%/C H Total % of Fgnestra- tion 2, s, ° x 100% South Existing Area ftz Removed Orientation North Removed Area Area R2 East . Proposed Installed New Area ft2 Total Net FenestrationFenestra-don- ift2) C-.E+Q Total % of t s Fenestra -don - ( Max )of20%/° West South South t S _ Total East 2) Additions :5100 sf are allowed to install up to 50ti ._of fenestration and are exempt' from the 5%west lacing and 20% maximum total area limits and shall meet the U -factor and. nd SHGC re4invements of Package D. See Table 8-2 in the Reside 'G, H, and i blank. ntial Manual. Note: Leave columns E, F, 2) Additions <_1,000 ft', the maximum net allowed: fenestration is 201/o and may be increased additionally to by the amount of glazing removed in the'wall that separates the addition from.the existing house. However, the total West facing. fenestration cannot exceed 5% of the .proposed addition's CFA including skylightsorientated in. any direction and.tilted with a pitch of < 1:12. Column G' can not exceed 5% and Column H can not exceed 20%. .3) Additions > 1,000 W.' must meet Package D iegairements..See Table 8-2 and Table 151-C in Appendix B of the RM or use Performance Approach. 4) The 5%west orientation restrictions are only forCbmme zones 2, 4, and'7-15; for Climate Zones 2, 4 and 7-15 enter zero (0) in column E. ENESTIATION PRODU :LH- RATIONS Use this le for alterations to an eiditing'Wildink where fenestrations roductsd b A g C D E wtn P ows are ern G removed.and/or H added. I Existing CFA Existing Orientation . North Existing Area ftz Removed Orientation North Removed Area Area R2 Proposed Installed Orientation North Proposed Installed New Area ft2 Total Net FenestrationFenestra-don- ift2) C-.E+Q Total % of t s Fenestra -don - ( Max )of20%/° South South South East East East — West Total ` 1) When 50 ft2 or more of fenestradnn area:ia West West Total mA,,;i t::.- a.,:oa..,. Tota! t. ... la:__ .�__ .,._ P_ 2) The area requirement for thetotal feirestration ama.for the whole building, including the added fenestration, must notmust ed 20%. D. Oilrerwise, the Performance. Approach must ba used. See Section 8.3.3 in the RM fol further details. .Residential Compliance Forms December 2005 MANDATORY MEASURES. SUMMARY: RESIDENTIAL (Page 1 of 2) MF -1R Proj Title – Date,/, S�09 Note: Low-rise residential buildings subject.to the Standards must contain these measures regardless of the compliance approach used. More stringent compliance requirements from. the Certificate of Compliance supersede the items marked with an asterisk (•) below. When this checklist is incorporated into the: permit documents, the. features rioted shall be'considered by all parties as minimum component performance specifications for"the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Instructions.- Check or initial applicable boxes or check NA if not applicable and included with the permit application documentation. DF SOUPTION Enforce f—' NA Da er -rent Budding Envelope Measures: �/ ✓ ✓ ° § I50(a): Minimum R-19 in wood frame ceiling insulation or equidalent 1) -factor in metal frame ceiling. §150(b): Loose fill insulation manufacturer's labeled R -Value: ❑ ❑ • § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply' to exterior masa walls). a ❑ . § 150(d): Minimum R-13 raised floor, insulation in framed floors or equivalent U -factor. ❑ _ ❑ ... . { —§ 150(e): Installation of Fireplaces, Decorative Gan Appliances and Gas Logs. #f 1. Masonry and factory -built fireplaces have: " t a. closeable metal or glass door covering the entire opening of the firebox h - 13' ❑ b. outside air intake with damper and control. flue damper and control ❑ ❑ 2. No continuous burning gas pilot lights allowed: ❑ ❑ § 150(f): Air retarding wrap installed to comply with § 151 meets requirements specified in the ACM Residential Manual. r 10�❑ ❑" 150(g): Vapor barriers mandatory in Clicroste.Zonm .14 and 16 only. E3 E3. ;150(1): Slab edge insulation - water absorption rate -for the insulation material alone without facings no greater than 0.3%, ❑ ❑ water vapor Permea6ce rate no aveaw than10 rin/inch. " I 3118: Insulation specified or installed meets ins tion installation quality standards. Indicate type and include CF -6R ❑ ❑ Form: § 116-§ 117: Fenestration Products, Exterior Doors, and Infiltration/Exfiltration Controls. I. Doors and windows "between conditioned and unconditioned -spaces designed to limit air leakage. ❑ ❑ 2. Fenestration products (except field -fabricated) have label with certified U -factor, certified Solar Heat Gain ❑ 13 Coefficient HOC .and infiltration oertifroation. 1 3. Exterior doors and windows weather -sari .. sped; ail joints and penetrations caulked and sealed. ❑ ❑ { Space Conditioning, Water Beating and Plumbing System Measures: ' ;1 10-§ 113: HVAC equipment, water heaters, showerheads and faucets certified by the Energy Commission. " [j 0 § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ❑ ❑ i 50(i): • Setback thermostai on all applioable:heating and/or cooling systems. ❑ ❑ 9150(j): Water system pipe and tank.iniulation and 000ling systems line insulation. j ! Storage gas water heaters "rated with an Eaergy Factor less than 0.58 must be externally wrapped with insulation ❑ ❑ having an installed thermal resistance of R-12 or amter. 2. Back-up tanks for solar. system, unfired storage ta* *, or other indirect hot water tanks have R-12 external insulation or 13 ❑ R-16 internal insulation and indicated on the exterior.of the tank sho the R -value. I a. Ilie following piping is insulated according to Table •150=AB or Equation 150-A Insulation Thickness: i 1. First 5 feet of hot and cold water "pipes closest to water heater tank, non -recirculating systems, and entire lengtha 13 of recirculating sections of hot wateirnpes watershall .be insulated to Table 150B. 2. Cooling system piping (suction, chilled:water, or brine lines), piping insulated between heating source and indirect hot water tank shall be insulated to Table 150-B and Equation 150-A. 4. Steaam hydr-onic beating systems or hot water sysieins > 15 psi, meet regtiiremenis of Table 1234L.13 /s ,tentia! Compliance Forms December 2005 �''l r�tNJUA I UK V 1MANUULS. SUMMAKY: RESIDENTIAL (Pag 2 of 2) M --IR i'DESCRITTION Enforce - NA Designer. anent 4 ~ Spate Conditioning, Water Heating and'Plumbing System Measures: (continued) ✓ ✓ ✓ Liaulation must be prorected from dirnage, including that due to sunlight, moisture; equipment maintenance, and wind ❑ 5. h.sulation fur chilled water piping and refrigerant stiction piping includes a vapor retardant or is enclosed csstirely in G2r 13 ❑ _ . a)nditioned sy�ee. 7 Saar tvatcr-heating systems/callectors are certifedby the Solar Rating and Certification Corporation. ❑ ❑ ' 1 W(m): Ducts and Fans +i . All ducts and plenums installed, sealed and iruulated to meet the requirement of the CMC Sections 601, 602, 603, 604, 605 . . and Stan iwd 6-5; supply -air and return -air duals and plenums aro insulated to a minimum. installed level of R4.2 or enclosed entirely in conditioned space. Openings "I be sealed with mastic, tapeorother duct -closure system that meets the Er [3 13. .applicable requirements of UL 181, UL 191A, or UL t8 IB or aerosol sealant that meets the requirements of UL 723. If —mastic or tape is. used to seal a :.thefi. t/4 inch, the combination of mastic and either mesh or tape shall be used - 2. Building cevities, support platforms for air handlers, artd plinums defined or constructed with materials other than scaled sheet .metal, duct board or flexibte.ductshallnot be used for conveying conditioned air. Building cavities and m( ❑ ❑ j support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause t:.l r -duction ir- the cross-sectional area of the ducts. 3. 'oints ar_d seams of duct systems acid their oon4jonents shall not be sealed with cloth back rubber adhesive -duct tapes 4 � ur!ess such to is used in combination'with masdo and draw bands. ® . 4. Exhausr fan systems have back draft or automatic dampers. ❑ ® . ;. Gravity ;entilating.systems serving eon"atied.speoe.have either automatic or readily accessible, manually operateddarnims. 1 6. Protection of lusulation, Insulation shall bePro teeted from damage, including that due to sunlight, moisture, equipment ::.. . amaintenar_r e, and wind, Cellular. foam insulation shall be protected as.above or painted with a costing that is water 1R`7[� ❑ r•eterda:t arta provides shielding from solar radiation. that can cause degradation of the material. - '. Flexible ducts cannot have porous inner cores. '1 4: Pool and Spa Heating Systems and Equipment. i . A thermal efficiency, that ct)rWlies with the Appliance Efficiency Regulations' on-off switch mounted out of the heater, wemberproof.operating instructions no electric resistance heating and no pilot b hi. Z. System is installed with: - a. at least 36" of pipe between filter and heater. fotfuture solar heating ❑ 0 . -- b. cover for outdoor poo,4 cr. outdoorspai0. ❑ _ Pool system has directional inlets and a oimalation pump time switch ❑ . IIS Gas fired fan -type central furnaces, pobl heators,:spa heatere or household cooking appiienoes have nc continuously bamingpilot light. (Execution: \fon-eic6trical'000liinµ appliances with ilot < 150 Btu/hr ® ❑ '.�8 ,): Cool Roof material meets specified criteria ❑ ❑ }. atl!eutiai Lighting Measures: ,k)1: HIGH :EFFICACY LUMINAIRES OT1 R' NUN OUTDOOR HID: contain only high efficacy lamps as ;U11: ad to Table 150.0, and do not oontain a midi» rti'screw base socket (E24/E26). Ballast for lamps 13 watts or greater B" ❑ ❑ _M eloc:tronic and have an output frequak no loas.tbaa 20 kHz i 150Cc)1: WOH EFFICACY LUMWAIRF.S •- OUTDOOR IIID: contain only high efficacy ltirrips as outlined in Table O luminaire has facto installed M ballast: . 13150.0 150(k)2: Permanently installed luminaires in kitch= shall be high efficaey.huninaires. Up to 50 percent of the wattage, as crte.-ruined in §130 (a), of permanently installed Ittinivaires in kitchens may be in luminaires that are not high efficacy minaires, ium �/ Gom ❑ ❑ provided that thew res insiare conirolled.by switches separate Ethose controlling the high efficacy tuninaires. 15C:(k)3: Permanently installed luminaires in bathrooms, garages, laundry rooms and utility zooms shall be high efficacy : Atciivaires. OR are controlled by an occupant sensors) , certified to comply .with Section 119(d) that does not turn on Er ® [3,;W=;tnatical�>r have an always on option 561,}4: Permanently installed luminaires located other than in kitchens, bathrooms, garagos, laundry morns, and utility mina shall be high effiwcy.luminaires (ekcept closets less than 70fe): OR are controlled by a dimmer. switch OR are -:ontralled by ❑ an occupant sensor -that complies with Section 119(d) that does not tam on automadbatly or have an always ;_iC(L-)5: Luminaires that are recessed into insulated ceilings are approved for zero clearance insulation cover (TC) and are to ASTM E283 ❑ C)raifi-A airtight and labeled.as'air tight LAT) to less than 2.0 CFM at 75 Pascals. Luminaires providing outdoor. lighting and permanently mounted to a residential building or to other buildings on t. s sa !!.lot shall be high efficacy iumirnaiiei (not includiiig Lighting around swimming pools/water features or other 680 %vriole locations) ORetre controlled bi' occupant sensors with integral photo control certified io comply tbitli Section ❑ ❑ § 150Ck)7:.Lig!rimg for parking lots For'8 or more vehioles-sball have lighting that oornplies with sec. 130, 132, and 147. for riff are es for.8 or more vehicles.shall have lightingthat co lies with Sac. 130 131 and 146. 13 11igiuin I 50(k)8: Permanently installed lighting in the. enclosed, non -dwelling species of low-rise residential buildings with four or 111N'Sre dwelling units shall be high efficacy lattunaires OR are controlled by occupant sensors) certified to comply with [] [] ',r_ti.on 119(d't. :arti'ndiQ1 Compliance Forms December 205 fly�� buttraw STRUCTURAL AND CIVIL ENGINEERING DENISE R. POELTLER, INC. 77.725 Enfield Lane * Unit # 130 • Palm Desert, California 92211 29 July 2009 Project: KRAUSHAAR REMODEL Job Site Address: 50-106 Calle Rosarita, Santa Rosa Cove, La Quinta Designer: Robert A. Pitchford Subject: Plan Check No.: 09-628 (1" Check) Plans Examiner: John W. Thompson, Young Engineering Service (760) 360-5770 Ext. 102 STRUCTURAL 1. Simpson HTT22 Holdown rated for 4165# uplift in Evaluation Report # 0130, issued 07/2009 by IAPMO. See attached copy of report. 2. Shear wall calculations revised to include tributary area from existing house and garage. See calc. sheets 13-16. 3. Added continuity strap detail at top plates to new walls. 4. Wet -signed structural plans: Revised foundation and framing plans and details are signed and stamped by me. Respectfully submitted, FCl,).-y UILDING & SAFETY DEPT. Denise R. Poelder � ''' R.C.E. 33446 APPr`iuV ED FOR CONSTRUCTION W.O. 09-139 DATErJ D BY L) U l5 (760) 772-4411 0 FAX (760) 772-4409 JUL 2 9 2009 E DIVISION: 06—WOOD AND PLASTICS Section: 06090—Wood and Plastic Fastenings REPORT HOLDER: SIMPSON STRONG -TIE COMPANY, INC. 5956 WEST LAS POSITAS BOULEVARD PLEASANTON, CALIFORNIA 94588 (800)925-5099 www.6tronatie.com EVALUATION SUBJECT: INDEX OF SIMPSON STRONG -TIE STAMPED AND WELDED CONNECTORS FOR WOOD OR COLD -FORMED STEEL CONSTRUCTION LISTED BY IAPMO EVALUATION SERVICE 1.0 EVALUATION SCOPE This report serves as a cross-reference index for Simpson Strong -Tie stamped and welded connectors used for wood and cold -formed steel construction. Products listed in the report are marked with evaluation report number ER -102. The cross-reference index indicates which connector models are in which IAPMO ES evaluation report. The product specific evaluation reports provide product descriptions; allowable loads, installation requirements, limitations on use of the specific products and the codes under which the specific products are recognized. 2.0 IDENTIFICATION The products listed in this report are identified with a die -stamped labelindicating the name of the manufacturer (Simpson Strong -Tie), the model number, and the number of the index evaluation report (ER -102) which identifies nrorluets rpnnnni7PH in thic ronnrt Report Number. 0102 • Ar<<ai._;Issued:07/2009 Expires: 07/2010 Copyrights 02009 by International Association of Plumbing and Mechanical Officials: All -rights reserved. -Printed inthe United States of America. No part of this publication may be reproduced, stored in an electronic. retrieval system, or transmitted; in any form or by any means, electronic;. mechanical, photocopying, recotding, or otherwise, without the prior written permission of the publisher. Ph: 1-877-4IESRPT - Fax: 909.472.4171 - Web: www.iaomoes.ong • 5001 East Philadelphia Street - Ontario, California 91761-2816 — USA I Report Number: 0102 Issued: 07/2009 Expires: 07/2010 TABLE 1 STAMPED AND WELDED CONNECTOR PRODUCTS CROSS-REFERENCE INDEX: PRODUCT SERIES IAPMO ES EVALUATION REPORT NUMBER PRODUCT MODEL(S) A ER -112 A34, A35 DSP DSP FSC H FSC H2A, H2.5T, H 10A, H 10S, H14 LCE LCE4 LTP LTP5 LS LS30, LS50, LS70, LS90, RBC RBC SSP SSP TJC TJC37 LTT19 ER -130 LTT19, LTT20B, LTTI31 HTT HTT4, HTTS, HTT16, HTT22 HD ER -143 HD2A, HD5, HD7, HD9, HD12, HD19 Page 2 of 2 DIVISION: 06—WOOD AND PLASTICS Section: 06090—Wood and Plastics Fastenings :REPORT HOLDER: SIMPSON STRONG -TIE COMPANY, INC. 5956 WEST LAS POSITAS BOULEVARD PLEASANTON, CALIFORNIA 94588 {800)925-5099 www.strongtie.com EVALUATION SUBJECT: SIMPSON.STRONG-TIE NAIL HOLD-DOWNS (TEN,SION TIES) 1.0 EVALUATION SCOPE 1.1 Compliance with the following codes: • 2006 International Building Code® (IBC) • 2006 International Residential Code® (IRC) 1,2 Evaluated in accordance with: • ICC -ES AC155, Acceptance Criteria for Hold -Downs attached to wood members, editorially revised April 2008 • ICC -ES AC85, Acceptance Criteria for Test Reports, editorially revised April 2008 . Property evaluated: • Structural 2.0. USES Simpson Strong -Tie structural nail hold-down connectors (tension ties) are used as wood framing anchorage, such as to connect wood posts to concrete foundations or to connect an upper–story wood post to a lower -story supporting wood post,. in accordance with IBC Sections 2304.9.3, 2305.1, 2305.3.2, 2305.3.7, 2305.3.8.2.4, and 2308.9.3.1; and are used as Report Number. 0130 Issued: 12/2008 Expires: 12/2009 Revised 07/01/2009 anchorage of concrete and masonry walls to structural wood elements to provide lateral support for the walls as required by IBC Section 1604.8. The hold-down connectors may also be used in , structures regulated under the IRC when an engineered design is submitted in accordance with Section R301.1.3 of the IRC, or in alternate braced wall panels per IRC Sections R602.10.6.1 or R602.10.6.2. 3.0 DESCRIPTION 3.1 Product Information: 3.1.1 LTT Nail Hold-downs: LLT Light Tension Ties are nail hold-downs consisting of a steel strap component with 90 degree angle' bend at. the end, and a base plate component installed in the bend which eliminates the need for a washer to transfer load. The hold-downs have pre -punched holes for installation of fasteners used to connect the hold- down to the wood member. The bodies of the LTT19, LTT20B. and LTTI31 are formed from No.16, No.12, and No.18 gage galvanized steel, respectively. The base plate component for LTT's is No. 3 ga9e galvanized steel. Reference Figure 1 and Table 1 for product dimensions, required fasteners and allowable loads. 3.1.2 HTT Nail Hold-down: HTT Heavy Tension Ties are single -piece formed nail hold-downs consisting of a steel strap with a four -ply formed seat element for an anchor bolt. The straight -strap portion. has pre -punched holes for installation of fasteners used to connect the hold-down to the wood member. The HTT is die -formed from No. 11 gage galvanized steel. Bearing plate BP5/8-2 is fabricated from 3/16 inch thickness steel: and may be installed with HTT5 and HTT22 as a load transfer washer for additional capacity. Reference Figure 2 and Table 1 for product dimensions, required fasteners and allowable loads. t 3.2 Materials: 3.2.1. Steel: The LTT and HTT nail hold-downs described in this report are manufactured from ASTM A 653, SS Grade.33 galvanized steel with a minimum yield strength, Fy, of 33,000 psi (227 MPa) and a minimum ultimate tensile strength, Fu, of 45,000 psi (310 MPa). The load transfer base plates of the LTT series and bearing plate BP5/8-2 are fabricated from ASTM A 1011 SS Grade 33 steel having a minimum yield strength of 33,000 psi (227 MPa) and a minimum ultimate strength of 52,000 psi (359 MPa). Base metal thicknesses for the tension ties in this reportare as follows: GAGE BASE METAL THICKNESS (in.) 3/16 inch 0.1775 No. 3 0:2285 No. 11 0.1105 No. 12 0.0975 No. 16 0.0555 No. 18 0.0445 For SI: 1 inch = 25.4 mm The hold-downs have a minimum G90 zinc coating specification per ASTM A653. Some models may also be available with either a G185 zinc coating (denoted by model numbers ending in the letter Z) or with a batch hot -dipped galvanized coating with a minimum specified coating weight of 2.0 ounces of zinc per square foot of surface area (600 g/M2), total for both sides in accordance with ASTM A123 (denoted by model numbers ending with the letters HDG). Model numbers in this report do not list the Z or HDG ending, but the information shown applies. The lumber treater or holder of this report(Simpson Strong -Tie Company) should be contacted for recommendations on minimum corrosion resistance of steel connectors in contact with the specific proprietary preservative treated or fire retardant treated lumber. Report Number. 0130 Issued: 12/2008 Expires: 12/2009 Revised 07/01/2009 engineered lumber having a minimum specific gravity of 0.50 (minimum equivalent specific gravity of 0.50 for engineered lumber), and having a maximum moisture content of 19 percent (16 percent for engineered lumber). The minimum thickness (depth) of the wood members in the direction of the fastener penetration is 3 inches and the required minimum width of the wood members is 3'/z inches. 3.2.3 Fasteners: 3.2.3.1 Nails: Common nails used with connectors in this report must comply with ASTM F 1667 and have the following minimum. fastener dimensions and bending yield strengths (Fyb): FASTENER SHANK DIAMETER (inches) FASTENER LENGTH inches Fyb (psi) 10d x 1'/ 0.148 1'/Z 90,000 10d 1 0.148 3 90,000 16d x 2'/ 0.162 21/2 90,000 16d 0.162 3'/ 90,000 For SI: 1 inch = 25.4 mm, 1 psi = 6.895 kPa 3.2.3.2 Bolts: Machine bolts must comply with ANSI/ASME Standard 818.2.1 and with ASTM A307. The minimum bending yield strength, (Fyb), of the bolt must be 45,000 psi (310 MPa). 3.2.3.3 Threaded Anchor Rods: As a minimum, threaded steel anchor rods must comply with ASTM A36 or ASTM F1554, Grade 36. 3.2.3.4 Preservative -treated and fire -retardant - treated wood: Fasteners used in contact with preservative -treated or fire -retardant -treated lumber must comply with IBC Section 2304.9.5 or IRC Section R319.3, as applicable. The lumber treater or report holder should be contacted for recommendations on minimum corrosion resistance and connection capacities of fasteners used with the specific proprietary preservative - treated or fire -retardant treated lumber. 4.0 DESIGN AND INSTALLATION -- -- ._...__._._..._.._.._..._....._-r,., n. n .............................. Page 2 of 7 4.1.1 Hold -Down Assembly: The allowable loads shown in Table 1 of this report are for hold-down assemblies consisting of the following components: (1) hold-down device; (2) an anchor bolt/rod attached to the seat of the device; (3) a wood member, having minimum specified dimensions and properties; (4) quantity and size of fasteners used to attach, the hold-down device to the wood member; and, in some cases as noted, (5) bearing plates or washers. The allowable loads shown in the product tables of this report are based on allowable stress design (ASD) and include the load duration factor, Co, corresponding with the applicable loads in accordance with the National Design. Specification (NDS) for Wood Construction. Where design load combinations include earthquake loads or effects, story drifts of the structure must be determined in accordance with Section 12.8.6 of ASCE 7-05. The deflection of a shear wall restrained from overturning... by., -hold- downs installed in accordance with this report may be calculated using Equation 23-2 shown in Section 2305.3.2 of the IBC, or Equation 4.3-1 shown in Section 4.3.2 of ANSI/AF&PA SDPWS- 2005 (Special Design Provisions for Wind and Seismic). The total deflection values, Aa„ and A, at ASD -'level and strength -level forces, respectively, for hold-down assemblies shown in Tables 1 of this report, include all sources of hold- down device extension and rotation, and anchor rod elongation where the length of the anchor rod is a maximum of 4 '/2 inches (152 mm). The contribution of the hold-down anchor rod elongation to the total elongation (deflection) of the hold-down assembly needs to be considered when the actual diameter, length or ASTM steel specification of the anchor rod differs from that described in this report. The symbol As as used in this report refers to the symbol de in section 2305.3.2 of the IBC and to the symbol A, in Section 4.3.2 of ANSI/AF&PA SDPWS-2005. When hold-downs are fastened to wood having a Report Number. 0130 Issued: 12/2008 Expires: 12/2009 Revised 07/01/2009 service is expected, the allowable loads shown in Tables 1 of this report must be adjusted by the wet service factor, Cm, specified in the NDS. Tabulated allowable loads are for hold-downs connected to wood used under continuously dry interior conditions, , and where sustained temperatures are 100°F (37.8°C) or less. When hold-down are fastened to wood that will experience sustained exposure to temperatures, exceeding 100°F (37.80C), the allowable loads shown in Tables 1 in this report must be adjusted by the temperature factor, C,, specified in the NDS. The design of wood members fastened to LTT and HTT hold-down devices must consider combined stresses due to axial tension and flexural bending induced by eccentricity in the connection. Stresses shall be evaluated at the criticalnet section. 4.1.2 Anchorage to Concrete or Masonry: Adequate .embedment length and . anchorage details, including edge and end distances, must be determined by a registered design professional in accordance with Chapters 19 or 21 of the IBC, as applicable, for design of anchorage to concrete and masonry structural members. Where design load combinations include earthquake loads or effects, the design strength of anchorage to concrete must be determined in accordance with Section 1912 of the IBC, except for detached one -and two-family dwellings assigned to Seismic Design Category A, B or C, or located where the mapped short -period spectral response acceleration, Ss, is less than 0.4g. 4.2 Installation: Installation of the Simpson Strong - Tie hold-down connectors must be in accordance with this evaluation report and the manufacturer's published installation instructions. In the event of a conflict between this report and the manufacturer's published installation instructions, this report governs. Page 3 of 7 4.3.1.IBC: Periodic inspection is required for installation of nail hold-downs (tension ties) described in this report that are designated as components of the seismic -force -resisting system for a structure in Seismic Design Category C, D, E, or F in accordance with Section 1707.3 or 1707.4, with the exception of those structures qualifying under Section 1704.1. 4.3.2 IRC: Special inspections are not required. 6.0 CONDITIONS OF USE The Simpson Strong -Tie nail hold-down connectors described in this report comply with, or are suitable alternatives to what is specified in those codes listed in Section 1.0 of this report subject to the following conditions: 5.1 The hold-downs must be manufactured, identified and installed in accordance with this report and the manufacturer's published installation instructions. A copy of the instructions must be available at the jobsite at all times during installation. 5.2 Calculations showing compliance with this report must be submitted to the code official. The calculations must be prepared by a registered design professional where required by the statues of the jurisdiction in which the project is to be constructed. 5.3 Adjustment factors noted in Section 4.1 and the applicable codes must be considered, where applicable. , 5.4 Connected wood members and fasteners must comply, respectively, with Sections 3.2.2 and 3.2.3 of this report. Report Number. 0130 Issued: 12/2008 Expires: 12/2009 Revised 07/01/2009 5.6 Anchorage to concrete or masonry structural members must be designed in accordance with Section 4.1.2 of this report. 6.0 EVIDENCE SUBMITTED Data in accordance with ICC -ES Acceptance Criteria for Hold -Downs (Tie -Downs) Attached to Wood Members (AC155), inclusive of tests and calculations. 7.0 IDENTIFICATION The products described in this report are identified with a die -stamped label indicating the name of the manufacturer (Simpson Strong -Tie), the model number, and the number of the index evaluation report (ER -102) which identifies products recognized in this report. r Director of Evaluation. Services Page 4 of 7 Report Number. 0130. Issued: 12/2008 Expires: 12/2009 Revised 07/01/2009 TABLE 1: ALLOWABLE LOADS FOR THE LTT AND HTT NAIL HOLD-DOWNS (TENSION TIES) MODEL NO. DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS5, Pag (Ibs) CD=1.6 DISPLACEMENT 0.AT MAXIMUM LOAD'-? (in.) W L CL B s0 ANCHOR BOLT FASTENER QUANTITY Rall As LTT19 1'/. 19'/ 1'/ 2'/. 5/,g '/2,'/ or'/. 8-10dx1'/s 1310 0.180 0.248 8-10d 1340 0.157 0.233 LTT20B 2 19% 1'h 3'/ 5/16 '/2, % or 10-10dxl'/2 1355 0.195 0.250 10-10d 1500 0.185 0.250 2-1/2" Bolta 1625 0.183 0.250 LTTI31 3% 31 1% 2% '/< 6/a 18-10dx1'/2 1350 0.193 0.250 HTT4 2'/: 12'/e 1'/s 2 7/16 6/e 18-10dxl% 3610 0.086 0.135 18-16dx2'h 4235 0.123 0.201 HTT16 2'/2 16 1% 2 7/16 % 18-16dx2'/z 3955 0.124 0.209 HTT5 2'% 16 1% 2 7/16 % 26-10dx1'/2 4350 0.120 0.209 26-10d 4670 0.116 0.234 26-16dx2'/2 509010 0.135 0.250 HTT22 2'/2 22 1% 2 7/16 '/a 32-10d 416570 0.152 0.250 ./�. i MINI � cJ.Y 111111, I IU3 � Y.Y.7 IY. 1. Tabulated allowable loads are for a hold-down assembly consisting of the hold-down device attached to a minimum of a 3 -inch thick wood structural member, or multiple members attached together to be 3inches or greater in thickness, with the fasteners as specified in Table 1. 2. The allowable loads for the hold-down assemblies are based on allowable stress design (ASD) and include the load duration factor, CD = 1.6, corresponding with wind/earthquake loading in accordance with the NDS. No further increase is allowed. Reduce where other load durations govern. 3. When using the basic load combinations in accordance with IBC Section 1605.3.1 the tabulated allowable loads for the hold-down assembly must not be increased for wind of earthquake loading. When using the alternate basic load combinations in IBC Section 1605.3.2 that includes wind or earthquake loads, the tabulated allowable loads for the hold-down assembly must not be increased by 3334 percent, nor can the alternative basic load combinations be reduced by a factor of 0.75. 4. Anchorage to concrete or masonry must be determined in accordance with Section 4.1.2 of this report. 5. The tabulated allowable (ASD) tension loads must be multiplied by 1.4 -to obtain the strength -level resistance loads associated with the tabulated A. deformations. 6. Tabulated displacement values, Aaq and As, for hold-down assemblies include all sources of hold-down assembly elongation, such as fastener slip, hold-down device extension and rotation, and anchor rod elongation, at ASD -level and strength level forces respectively. 7. Elongation of the hold-down anchor rod must be calculated when the ASTM steel specification of the anchor rod differs from that described in the Section 3.2.4 of this report or actual unbraced length is greater than 4 % inches. In lieu of calculating the elongation of the hold-down, anchor rod for hold-downs raised 4'b' to 18" above the concrete, it is permitted to add an additional anchor rod elongation of 0.01 to the tabulated hold- down deflection. 8. If a 3F' or `Yd' anchor bolt is used for the LTT19 or LTT20B, add a standard cut washer to the seat. No additional washer is required for a'/." anchor bolt. See table for specified anchor bolt sizes. 9_ Wood member bolts shall be in accordance with Section 3.2.3.2 of this report. 0:126,.A1 =A..179}and4265.4)s,(Aa6= 0.124, Page 5 of 7 LTT19 Report Number. 0130 Issued: 12/2008 Expires: 12/2009 Revised 07/01/2009 w ff B LTT20B w� sa oa u® L CD . o o o m ' / s0 LTT131 r i ° o o ° o ° ° o L oo o B � So HTT4 Report Number. 0130 Issued: 12/2008 Expires: 12/2009 Revised 07/01/2009 - l IBI-�So HTT16 B ��SCi HTT22 0 o - 0 00 o HTT6 Vertical Typical Installation................ ..................... ................................... (HTT4 Similar) :........._.._........._.._..._....._,....._..._,._.._..... HTT22 Vertical _: :::::::::::::::::::.::::::::::::::.:::::::::::_:::::_::.::::: Typical Installation ................................................. :::::::::::::::::::;::::::::: (HTT16 Similar) - :::::::::::::::::::::ig:2:_Ha�t Page 7 of 7 t W o ° o 0 0 L ° B ��SCi HTT22 0 o - 0 00 o HTT6 Vertical Typical Installation................ ..................... ................................... (HTT4 Similar) :........._.._........._.._..._....._,....._..._,._.._..... HTT22 Vertical _: :::::::::::::::::::.::::::::::::::.:::::::::::_:::::_::.::::: Typical Installation ................................................. :::::::::::::::::::;::::::::: (HTT16 Similar) - :::::::::::::::::::::ig:2:_Ha�t Page 7 of 7