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BRES2015-0438
78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT J 11111111111111111111 45 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Application Number: BRES2015-0438 Owner: Property Address: 78175,CRIMSON DR LINDA PERMENTER APN: 604024031 Application Description: FERMENTER / REPLACE (5) WINDOWS AND (1) SLIDING DOOR 78175 CRIMSON DR LA QUINTA, CA 92253 Property Zoning: Application Valuation: $3,175.00 Date: 11/25/2015 Applicant: DL! Contractor: DESIGN WINDOWS & DOORS INC trz— LI DESIGN WINDOWS & DOORS INC 504 S MOUNTAIN AVENUE 504 S MOUNTAIN AVENUE ONTARIO, CA 91762 EN 23 5 2015 ONTARIO, CA 91762 CITY OFF LA QUINTA (909)980-3003 COMMUNITY DEI'ELO°k!ZNTDEP.4RT1'ENT LIc. No.: 912367 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 Code, and my License is in full force and effect. License Class: C17 License No.: 912367 Date:/ ��� Contractor: 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, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ' (Sec. 7044, Business and Professions Code: The 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, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 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.). (__j 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 Na Lender's Add WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I 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. 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: _ Policy Number: 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. Dater Applicant: WARNING: FAILURE TO SECURE WORKERS'OMPENSATION 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 Building Official 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 ordinar construction, and hereby authorize represeritativi above-mentioned property for inspection purposi Date/ [ _j/ Signature (Applicant or F NANCIAL-INPORMATI 7: BSAS SB1473 FEE 101-0000-20306 0 $1.00- $1.00 11/25/15 09 4:0- ' KM R gp - �r RE -EIPT 'E K # C U X MAAMI ON il, DESIGN WINDOWS & DOORS INC CHECK R11104 16812 SGU Total Paid'for BUILDING STANDARDS ADMINISTRATION BSA:'. $1.06 10:,SC Emil UDE "WIT 'r 4 E AMOUNT R {fin PAID --%k, tAAIIXDATE SMI - RESIDENTIAL 101-0000-20308 0 $0.50 $0.50 11/25/15 PAID BY,�e s'ggm1;g 0 EIPTIC R 12, 6 41m DESIGN WINDOWS & DOORS INC CHECK R11104 16812 SGU Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.50 $0.50 .1, DES CRIPTION110pii.007.1 2'521N D�A w" 16 DOOR/WINDOW, REPLACE FIRST 7 101-0000-42400 0 ..$60.91 $60.91 11/25/1.5 I.V PAI DIIBY �w. E�kth— �;---MET,.HOD �Z T ;4i DESIGN WINDOWS & DOORS INC CHECK R11104 16812 SGU IrN �j DESCRIPTION' u D PAID DOOR/WINDOW, REPLACE, FIRST 7 PC 101-000+042600 0 $110.22 $110.22, .11/25/15 uk 'PPAIM" --mm gi 0-, 0111 R N, METHOD2 R, 'ORR 4-E'l 111 MWV�71- 5, - T,#; -RECEIPT-.,,#; &N RECEIPT :jg EG�!, LTD BY v %R, �i I, V WINDOWS & DOORS INC CHECK R11104. I I 16812 SGU . . Total Paid for WINDOW/SLIDING GLASS DOOR/FENESTRATION: .$171.13 $171.13,. " 'TOTALS Permit Details PERMIT NUMBER City of La Quinta BRE5201(5'043 Description: PERMENTER / REPLACE (5) WINDOWS AND (1) SLIDING DOOR Type: BUILDING, RESIDENTIAL Subtype: REMODEL Status: APPROVED Applied: 11/25/2015 SGU Approved: 11/25/2015 SGU Parcel No: 604024031 Site Address: 78175 CRIMSON DR LA QUINTA,CA 92253 Subdivision: TR 18915 Block: Lot: 9 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $3,175.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 ADDRESSI Details: REPLACEMENT OF (5) WINDOWS AND (1) SLIDING GLASS DOOR. DUAL GLAZED WITH SUNCOAT LOW E AND Z BAR FRAMES. NO ALTERATIONS TO EXISTING OPENINGS. 2013 CALIFORNIA BUILDING CODE. ADDITIONAL SITES Printed: Wednesday, November 25, 2015 11:43:03 AM 1 of 2 SYSTEMS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT DESIGN WINDOWS & DOORS INC 504 S MOUNTAIN AVENUE ONTARIO CA 91762 (707)315-9254 CONTRACTOR DESIGN WINDOWS & DOORS INC 504 S MOUNTAIN AVENUE ONTARIO' CA 91762 (707)315-9254 OWNER LINDA PERMENTER 78175 CRIMSON DR LA QUINTA CA 92253 (707)315-9254 Printed: Wednesday, November 25, 2015 11:43:03 AM 1 of 2 SYSTEMS --- - .._ .._ - - - - - — - — ---- --- __._.. . CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY • BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 11/25/15 R11104 16812 CHECK DESIGN WINDOWS & SGU DOORS INC Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: SMI - RESIDENTIAL 101-0000-20308 0 $0.50 $0.50 11/25/15 R11104 16812 CHECK DESIGN WINDOWS & SGU DOORS INC Total Paid for STRONG MOTION INSTRUMENTATION SMI: $0.50 $0.50 DOOR/WINDOW, 101-0000-42400 0 $60.91 $60.91 11/25/15 R11104 16812 CHECK DESIGN WINDOWS & SGU REPLACE FIRST 7 DOORS INC DOOR/WINDOW, 101-0000-42600 0 $110.22 $110.22 11/25/15 R11104 16812 CHECK DESIGN WINDOWS & SGU REPLACE, FIRST 7 PC DOORS INC Total Paid for WINDOW/SLIDING GLASS $171.13 $171.13 DOOR/FENESTRATION: TOTALS: $172.63 $172.63 INSPECTIONS BOND INFORMATION ATTACHMENTS Printed: Wednesday, November 25, 2015 11:43:03 AM 2 of 2 . sysTcnis errt.# CIS}/ Of QuInta Buliding 8z Safety Mblon , f P.O. Box 1504, *78-495 Calle Tampico 3� La.Qulnta, CA 92253 - (760y 777-7012 . Building Permit Application'and Tracking Sheet : Permit # ZOIC ect Address: I rf 5 Ci t sin So n �(� c \)P_ 'Owner's Name.. 1 ^ 0. . Number. D I - a I/ - 0.. Address: (7 6 Cs, I ms (� f FA. Legal Description: 'U -nit J3� CM- U74 / 4; City, ST, Zip: �; n:� Ct a a 3 Contractor. n o-) A�Lo a t DOD Mt Telephone: 10`7 L q�5� Address: sp y s f nav;�`�r i>\ �7uC'- Project Description: City, ST, Zip: r nd0 "J.45-, Telephone: q/04- q$b -300 a State Lic. #: g"2? (0 City Lic. #; e` GI S Arch., Engr., Designer. . c Address: ^ C, t City, ST. Zip: O 0 Q Telephone: Construction Type: Occupancy: State Lie. #: :,F Ys • ' ' ' Project type (circle one): New Add'n Alter Repair Demo Name of Contact Persp Sq. Ft.: #Stories: #Units: Telephone # of Contact Perso f% mac% Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS UNE N Submittal Req'd Recd TRACMNG PERMIT FEES Plan Sets Plan Check submitted Item Amount Strqctural Calls. Reviewed, ready for corrections Plan Check Deposit. . Truss Calcs. Called Contact Person Pian Check Balance. Title 24 Calci. Plans picked up Construction Flood plain plan Plans resubmitted. • Mechanical Giading plan 2'! Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M I. H.O.A. Approval Plans resubmitted Grading 114 KOIISE:- '^' Review; ready for correctionsAssue Developer Impact Fee Planning Approval. Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees Plot Plan P.O Name . ........... ........... . .... ............... ............... ............. it ......... ...... ... .......... i . . .. . .......... Salts Re . ............... Address 3F I 78 L LIM-',G`U .0 . ..... .... . . ......... ....... .... . . ....... ........ xO . ..... . . .......... . ... ................. .......... ....... ............... ... N ......... ................. .. ...... . . .. ........ . ...... ... ............. ................. ...... .......... .... ...... ............ .... - . . ...... .... . . 7", ............ . . ..... ... ................. ........ . ...... . .... . .... ............ . ................ . ................ ................ ........ ............. ......... . ... ................ ... ...... ..... .... ....... ........ ........ . ... .... ... .. ...... ................. ....... ......... .. . ... . .... . .. . ............. ................. ................. .... . .......... ................. -------- - ..... . . .... may i .... . ... .. . j70 1/j x 7 1 0 �vok .......... .. ...... ...... -- -------- ---- - - --- ... --- -------- --- ------- --- ------ t3 +T B ............ . ................. ......... . . . ... ............ .................. .. ........... .... ..... - iii . ...... _....1.........._..._ .... . .......... .............. ................. ................. ....... .... ....... . .... . ................ [,-* ..... ...... .F .... . ..... .. .......... . ..... . .. ... ..... . ... ... U OU . ........ . .. ...... ... ................ . .... .. . .. ... .... ........ ... . ......... ..... .... . ... ... .... . ...... . ... ..... . ....... ................. ................ ............. . .. . .......... . ......... .... ..... . . ...... . . .... . ............... ................. ............ . . ....... 71: Z, It RA X = all window locations FS = French Sliding Patio Door S = Sliding Patio Doors D Door BUI,LCING & tAF, DEPT. If FO' C NSTR' ICGN —0A-T-Ej . ..... .... . . ......... ....... .... . . ....... ........ xO . ..... . . .......... . ... ................. .......... ....... ............... ... N ......... ................. .. ...... . . .. ........ . ...... ... ............. ................. ...... .......... .... ...... ............ .... - . . ...... .... . . 7", ............ . . ..... ... ................. ........ . ...... . .... . .... ............ . ................ . ................ ................ ........ ............. ......... . ... ................ ... ...... ..... .... ....... ........ ........ . ... .... ... .. ...... ................. ....... ......... .. . ... . .... . .. . ............. ................. ................. .... . .......... ................. -------- - ..... . . .... may i .... . ... .. . j70 1/j x 7 1 0 �vok .......... .. ...... ...... -- -------- ---- - - --- ... --- -------- --- ------- --- ------ t3 +T B ............ . ................. ......... . . . ... ............ .................. .. ........... .... ..... - iii . ...... _....1.........._..._ .... . .......... .............. ................. ................. ....... .... ....... . .... . ................ [,-* ..... ...... .F .... . ..... .. .......... . ..... . .. ... ..... . ... ... U OU . ........ . .. ...... ... ................ . .... .. . .. ... .... ........ ... . ......... ..... .... . ... ... .... . ...... . ... ..... . ....... ................. ................ ............. . .. . .......... . ......... .... ..... . . ...... . . .... . ............... ................. ............ . . ....... 71: Z, It RA X = all window locations FS = French Sliding Patio Door S = Sliding Patio Doors D Door STATE OF CALIFORNIA RESIDENTIAL ALTERATIONS o CEC-CHR-ALT-01-E Revised 06/14 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CF1R-ALT-01-E Prescriptive Residential Alterations (Pagel of 4) Project Name: _�j /�j►/�, ��rz�f��j� Date Prepared: A. GENERAL INFORMATION 01 02 01 Project Name: / 02 Date Prepared: 03 Project Location: zz N 04 Building Front _6eleritation (deg or cardinal): 05 CA City:06 Frame Spacing (inches) Number of Altered+Dwelling Units: 07 Zip Code: 08 Fuel Type: t� �*%oll ticl\ 09 Climate Zone: 10 T,otalOor itioned Floor;A era (ft2):* 11 Building Type 12 SIab,Area-(h2) A\\ V 13 Project Scope:r.. Exception V "I l[ 1fTJ B. BUILDING INSULATION DETAILS (Section 1S0.2(b)1) Ilk A 01 02 03 04 05 06 ep` ),' 67 I 08*( '�CP9 10 11 Tag/ID Assembly Type Frame Type Frame Depth (inches) Frame Spacing (inches) AP'ropossecl Required Comments {y f Continuous Cavity ;Insulation g R -value R -value Of%U:factor ppendix 1A4 Reference LI -Factor Table. Cell CRRC Product ID O D;�Deck,,Initial Solar Aged Solar Thermal SRI Aged Solar Thermal SRI Compliance Pitch Exception Number Type ,P`roduct Insulation Reflectance Reflectance Emittance (Optional) Reflectance Emittance (Optional) 4 !C -'1'h V TT \\" k C. ROOF REPLACEMENT (Prescriptive Alteration, Setot� 150.2(b)1H)� ' Ol 02 03 04 , 05',� 44 06 t07 68 09 10 11 12 13 � O R -value Proposed Minimum Required Method of Roof CRRC Product ID O D;�Deck,,Initial Solar Aged Solar Thermal SRI Aged Solar Thermal SRI Compliance Pitch Exception Number Type ,P`roduct Insulation Reflectance Reflectance Emittance (Optional) Reflectance Emittance (Optional) 4y Nk V 4 ��pp "V NOTES '�" "%' ., \�. + MF • Roof area covered building integrated ph'6tovoltair- panels and solar thermal panels are exempt from the above Cool Roof requirements. • Liquid field tingV� 'ust from 110.8(i)4. applied comply wrthmstallation criteria section V . - V\ w Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Residential Compliance June 2014 STATE OF CALIFORNIA RESIDENTIAL ALTERATIONS CEC-CFIR-ALT-01-E Revised 06/14 CERTIFICATE OF COMPLIANCE Prescriptive Residential Alterations Proiect Name: //./A,4 PIS n CALIFORNIA ENERGY COMMISSION CFIR-ALT-01-E (Page 2 of 4) Date Prepared: D. FENESTRATION/GLAZING AREAS ALLOWED (Section 150.2(b)1) 01 02 04 03. Alteration Type Orientation Maximum Allowed ft2 Comments Iro 04 ,.s 06 .. FWMMIIIIIIII�l -1 IV E. FENESTRATION/GLAZING PROPOSED AREAS AND EFFICIENCIES (Section 1S0.2(b)1) 01 02 03 04 05 • 06 07 0 An , 090 11 12 13 14, 15 Combined Orientation Area Area s Net Maximu"m Exterior SHGC Tag/ Fenestration Frame Dynamic N, S, W, E, or Removed Added��Added Allowed Shading from ID Type Type Glazing Roof ft2 ft rea ft2 • 3U c or U -factor Source SHGC Source Device. CFIR ENV -03 #5' �� � G 34F �, 1,,, ; � &?_9I a,z3 O, 2S" Fly vlN L S 1i7ti j, '70� �� 27 A��4 w �:K Z�s� ol� a,23 a Net Added West` c ng nestration,A *e 0 b Existing `WSefa ng Fen a�stration�'A�rea it c Maximum AAlI? end West -facing Feer�estration Area � d w c ,q Is West facing Fenestration Are Maximum a Allowed West f4'acing Fenestration e Net Added Fenest atioon A ea (all o4 ent tions) ` f �n ��a mss.- Existing + Addded Fgnestration Area (a<ll�o ien, tations) g Maximum*A�Ilo,, "ow'd Fenestration Area (all orientations) h N de e Is Existing + Ngd^ded�Fenestration Area <�fvlaximum Allowed Fenestration Area (all ., orientations) Registration Number:' CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: HERS Provider: June 2014 . 'c STATE OF CALIFORNIA RESIDENTIAL ALTERATIONS rip CEC-CF1 R -ALT -01-E Revised 06/14 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CF1R-ALT-01-E Prescriptive Residential Alterations E fi (,J/ N/JvLJ (Page 2 of 4) Project Name: L/ A/Q 4_ P OF d ✓ 41ZNTs2 Date Prepared: //— D. FENESTRATION/GLAZING AREAS ALLOWED (Section 150.2(b)1) 04 01 02 03 4N rk Alteration Type Orientation Maximum Allowed ft2 Comments ANN,00, a E. FENESTRATION/GLAZING PROPOSED AREAS AND EFFICIENCIES (Section 150.2(b)1) 01 02 03 04 05 06 07 08r. ,��f09 10�),*,l i i 11 12 13 14 15 it 10, r � Exterior Combined SHGC Orientation Area Area Neth" Maximum Tag/ Fenestration Frame Dynamic N, S, W, E, or Removed Added Added Allowe Shading from ID Type Type Glazing Roof ft2 ft Area ft2 U of ctor U-faac.cttor Source SHGC Source Device CF1R-ENV-03 2 SLIA i/ L r ZG i Jr .JI* i 4l O Z3 3 ltw�Nrw� V �NyL N 4,6,7i'% 1x,67 , ' l�. 3 0,2 Gt-b'74m 6? '� �, d, ,3" 0.2-3 a �, � Net Added West,�cing Fenestration �Ar" } b Existing + Add14d "LV f cing Fen e raf �A'rea c MaximumAllowed West faciFgyn�e't*ation Area `R d Is West -facing Fenestration Area < Maximum Allowed West -fa cing Fen est rations 3 re_a� e Net Added F 4a�est ation Asea (all oi� 4{tions) f "Ex"isting + Acded�F n stration Area (al�oorientitations) g Maximum Allowed Fenestration Area (all one ft TA r. r h Is Existing + Adddded-Fenestration Area < Maximum Allowed Fenestration Area (all w orientations) Registration Number: 'Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Residential Compliance June 2014 STATE OF CALIFORNIA RESIDENTIAL ALTERATIONS . 41F CEC-CF1 R -ALT -01-E Revised 06/14 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE CF1R-ALT-01-E Prescriptive Residential Alterations (Page 3 of 4) Project Name: L IA)/),4 P ,3O;vL?q,tDate Prepared: //-2 F. SPACE CONDITIONING(SC) SYSTEMS - HEATING/COOLING (Prescriptive section 150.2(b)) 01 02 03�� Dwelling Unit Name Dwelling Unit CFA (Ft2)CKom entsY WCOM MWl _� - 1, 4 A\ - G. WATER HEATING SYSTEMS (Section 150.2(b)1G) Ol 02 03 04 05 06 07 08 Q9,� 10 �p11 t y12 13 14 15 1Nater. Heating System Alteration to the Space °f' Water Name ,y ti,4ldentification or Name Conditioning System(s)? Comments �► �` +A. v t'W 211� Water Heating System Water Water Water Heater Rated Rated Heating 4tHer��, Exterior Back -Up Solar Dwelling Unit DHW Heaters Storage g Identification or Heating Heater in Volume Fuel Input'&Inputt, Efficiency f Efficient �Vplue Standby Insul. Savings Central DHW System System Name System Type Type system (gal) Type Type k Value TTpy+p�e,'r� Lovssss'(%) R -Value Fraction Distribution Type Distribution Type VIC *4 H. SPACE CONDITIONING SYSTEMS AND WATER HEATING SYSTEM INIMULTIFAMILY DWELLING UNITS 01 02 4*10 03 J 04 05 06 v CentraLWater==Heating�elhing �4. Unit Dwelling Unit: Dwelling tUnit T&talyGFA Systte, m Ideentl.fication or 1Nater. Heating System Alteration to the Space Dwelling Unit Name (fi2)� Name ,y ti,4ldentification or Name Conditioning System(s)? Comments �► �` +A. v t'W 211� 4W V�o 'V Registration Number: CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: HERS Provider: June 2014 STATE OF CALIFORNIA RESIDENTIAL ALTERATIONS o CEC-CF1 R -ALT -01-E Revised 06/14 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE MR -ALT -01-11 Prescriptive Residential Alterations R �, p (Page 4 of 4) Project Name: Ll/VD A ,6 L,2 Date Prepared: DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. ` 41^ t� V Documentation Author Name: Documentation Author Signature: '� Q°' r 'k Compan Signature Date: `►`0� Address: �� CEA/ HERS Certification Identification (if applicable): City/State/Zip: A Phone: /( ���� ��— '!�� 'All# .mil • RESPONSIBLE PERSON'S DECLARATION STATEMENT Certificate is I certify the following under penalty of perjury, under the laws of the State of California: reuildin:-design.or 1. The information provided on this of Compliance true and correct.2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibi'li y for system design identified on this Certificate of Compliance (responsible designer). 3. That the energy features and performance specifications, materials, compond–ntsaNndanufacture0ipRces,for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regalatlons. 4. The building design features or system design features identified on this Certificate of Compliance—are consistent witH't information provided on other applicable compliance documents, W A—M,'* e.5 fr �" ie a orcement agency"for,,approval with this building permit application. worksheets, calculations, plans and specifications submitted to; hilk Ilk I— 5. I will ensure that a registered copy of this Certificate of Complfance_shall be made;a,va lable with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a regi�steered,copy�bf this CCertific_. ate�of Complianceeiisfiquired'to be included with the documentation the builder provides to the building owner at occupancy. j Responsible Designer Name: V Responsible Designer ature Company: Date igned: v Address:License: 'No 'VON"o' City/State/Zip: "" P e: X'A For assistance or -questions regarding the Energy Standards, contact the Energy Hotline at: 1-800-772-3300. Registration Number: Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2013 Residential Compliance June 2014 • 01 • Design Windows 504 S. Mountain Ave. Ontario ca, 909-980-3003 designwindows.com Item: 0002 Unit Description: NFRC Data: Styleline Vinyl, 6170, HV, Net 66 3/4" x 56'UF: 0.3, SGC: 0.23,yVLT: 0.52 1/4" - Unit Operation Location: XO Unit 2- Dining Dimensions: Width Height Net Frame Size: 66 3/4" 56 1/4" Rough Opening: 67 1/4" 56 3/4" Interior Finish: White Exterior Finish: White Fin Type- Grid Type Standard Z -Bar No Customer Approval: Initials 1 Of 5 Project: 000061 Name: Phone: Email: Quote No: 61 Version: 4.7.1 CITY OF STC: Glass: b QUI NTA I 30 1/8" SunCoatMAX/ 1/8" Clear Annea1edAll I! DINGV�'ETY DEPT. APPROVED FOR CCINSTRHr:T1nKj DA' — As viewed from the exterior. in Item: 0003 Unit Description: NFRC Data: STC Styleline Vinyl, 6270, SH, Net 17" x 56 UF: 0.3, SGC: 0.23, VLT: 0.52 29 1/2" Design Windows 504 S. Mountain Ave. Ontario ca, 909-980-3003 designwindows.com Height 56 1/2" 57" 2 Of 5 Project: 000061 Name: Phone: Email: Quote No: 61 Version: 4.7.1 Glass: CITY OF LA QUINTA 1/8" SunCoatMAX/ 1/8" Clear Annealed %l -p & SAFETY DEPT. JVED FOR .d0NS -1 - R U'C'NT10N DATE BY " As viewed from the exterior. Unit Operation Location: Unit 3,4- Dining Dimensions: Width Net Frame Size: 17" Rough Opening: 17 1/2" Interior Finish: White Exterior Finish: White Fin Type Grid Type Standard Z -Bar No Customer Approval: Initials Height 56 1/2" 57" 2 Of 5 Project: 000061 Name: Phone: Email: Quote No: 61 Version: 4.7.1 Glass: CITY OF LA QUINTA 1/8" SunCoatMAX/ 1/8" Clear Annealed %l -p & SAFETY DEPT. JVED FOR .d0NS -1 - R U'C'NT10N DATE BY " As viewed from the exterior. C" �">� PA in Item: 0005 Unit Description: NFRC Data: STC: Classic Vinyl, 5621, SD, Net 70 1/4" x 79 ` UF: 0.29, SGC: 0.23, VLT: 0.53 28 112" Design Windows 504 S. Mountain Ave. Ontario ca, 909-980-3003 designwindows.com Customer Approval: Initials Height 79 1/2" 80" 3 Of 5 Project: 000061 Name: Phone: Email: Quote No: 61 Version: 4.7.1 3 Glass: '-' YOFLA 0 L�lNTA 1/8" SunCoatMAX/ 1/8" Clear Tempered:'QAII I & SAFE1Y DEPT- FOR CONSTRUCTION DATE_ BY — As viewed from the exterior. Unit Operation Location: OX Unit 5- Living Dimensions: Width Net Frame Size: 70 1/4" Rough Opening: 70 3/4" Interior Finish: White Exterior Finish: White Fin Type Grid Type Wide Z -Bar No Customer Approval: Initials Height 79 1/2" 80" 3 Of 5 Project: 000061 Name: Phone: Email: Quote No: 61 Version: 4.7.1 3 Glass: '-' YOFLA 0 L�lNTA 1/8" SunCoatMAX/ 1/8" Clear Tempered:'QAII I & SAFE1Y DEPT- FOR CONSTRUCTION DATE_ BY — As viewed from the exterior. Design Windows 504 S. Mountain Ave. Ontario ca, 909-980-3003 designwindows.com • Item: 0006 Unit Description: NFRC Data: STC Styleline Vinyl, 6370, PW, Net 12" x 56 r UF: 0.27, SGC:'0.25gVLT: 0.58 28 1/4" Height 56 1/4" 56 3/4" 4 of 5 Project: 000061 Name: Phone: Email: Quote No: 61 Version: 4.7.1 DEP B'`j? Glass: �Fluc 1/8" SunCoatMAX/.1/8" Clear Annealed;Alf, R — As viewed from the exterior. Unit Unit Operation Location: Unit 6- Bed 2 iDimensions: Width Net Frame Size: 12" Rough Opening: 12 1/2" Interior Finish: White Exterior Finish: White Fin Type Grid Type Standard 2 -Bar No Customer Approval: Initials Height 56 1/4" 56 3/4" 4 of 5 Project: 000061 Name: Phone: Email: Quote No: 61 Version: 4.7.1 DEP B'`j? Glass: �Fluc 1/8" SunCoatMAX/.1/8" Clear Annealed;Alf, R — As viewed from the exterior. lie lie Design Windows 504 S. Mountain Ave. Ontario ca, 909-980-3003 designwindows.com Project: 000061 Name: Phone: Email: Quote No: 61 Version: 4.7.1 Item: 0007 Unit Description: NFRC Data: _ STC: Glass: Styleline Vinyl, 6170, HV, Net 55" x 56 UF: 0.3, SGC: 0.23,^T: 0.52 30 1/8" SunCoatMAX/ 1/8" Clear Anne 1/4" Unit Operation XO Dimensions: Net Frame Size: Rough Opening: Interior Finish: Exterior. Finish: Fin Type Standard Z -Bar Customer Approval: Location: Unit 7- Bed2 Width 55" 55 1/2" White White Grid Type No Initials Height 56 1/4" 56 3/4" 5 Of 5 CITY F LA QUINTA BUR -DUNG & SAFEEW DEPT. aledAll-APPROVED fi-OR CONSTRUCTION CATS BY "" As viewed from the exterior. IM Date: 11-25-15 78-495 CALLE TAMPICO - LA QUINTA, CALIFORNIA 92253 - (760) 777-7000 FAX (760) 777-7101 TDD (760)777-1227 FACSIMILE TRANSMITTAL To: Design Windows & Doors Inc. To: -Customer Service Recipient's Fax Number: (909)980-3007 From: City of La Quinta Total Number of Pages 14 Comments: Joe. Pentolino was in today to get a Building Permit and seemed somewhat confused as to what was required for permits. This information will help .you in the future understand what is required.for future permits. This. will apply to all jurisdictions in the state of California not just La-Quinta. Window and door replacement are not exempt from Building Permits per CRC Code R105.2. Window and door replacement are listed as alterations per the State Energy Codes and must comply with the requirements based on the climate zone the home is located in. U - Factors and SHGC shall be indicated on the proper form at the time of submittal for a Building Permit. All installation requirements must comply.with 2013 CRC Codes: Sill Heights, Means of Egress, Safety Glazing, and Window Sizes. The information contained in this facsimile is confidential, is intended only'for the use of the individual named above and its confidentiality is not waived by virtue of this having been sent by facsimile. If the person actually receiving this facsimile or any other reader of it is not the named recipient or the employee or agent responsible to deliver it to the named recipient, any use,.' 'discrimination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error, please immediately notify the operator named above by telephone and return the original message to us'at the above address via U.S. Postal Service. Thank you for your cooperation in this regard. MAILING ADDRESS - 78-495 CALLE TAMPICO - LA QUINTA, CALIFORNIA 92253 DIVISION II ADMINISTRATION tive has been approved. An alternative material, design or method of construction shall be approved where the building official finds that the proposed design is satisfactory and complies with the intent of the provisions of this code, and that, the material, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in this code. Compliance with the specific performance-based provi- sions of the California Codes in lieu of specific requirements of this code shall also be permitted as an alternate. R104.11.1 Tests. Whenever there is insufficient evidence of compliance with the provisions of this code, or evi-. dence that a material or method does not conform to the requirements of this code, or in order to substantiate claims for alternative materials or methods, the building official shall have the authority to require tests as evidence of compliance to be made at no expense to the jurisdiction. Test methods shall be as specified in this code or by other recognized test standards. In the absence of recognized and accepted test methods, the building official shall approve the testing procedures. Tests shall be performed by an approved agency. Reports of such tests shall be retained by the building official for the period required for retention of public records. SECTION R105 PERMITS R105.1 Required. Any owner or authorized agent who intends to construct, enlarge, alter, repair, move, demolish or change the occupancy of a building or structure, or to erect, install, enlarge, alter, repair, remove, convert or replace any electrical, gas, mechanical or plumbing system, the installa- tion of which is, regulated by this code, or to cause any such work to be done, shall first make application to the building official and obtain the required permit. R105.2 Work exempt from permit. Permits shall not be required for the following. Exemption from permit require- ments of this code shall not be deemed to grant authorization for any work to be done in any manner in violation of the pro- visions of this code or any other laws or ordinances of this jurisdiction. Building: 1. One-story detached accessory structures used as tool and storage sheds, playhouses and similar uses, provided the floor area does not exceed 120 square feet (11.15.m'). 2. Fences not over 7 feet (2134 mm) high. 3. Retaining walls that are not over 4 feet (1219 mm) in height measured from the bottom of the footing to the top of the wall, unless supporting a sur- charge. 4. Water tanks supported directly upon grade if the capacity does not exceed 5,000 gallons (18 927 L) and the ratio of height to diameter or width does. not exceed 2 to 1. 5. Sidewalks and driveways. *- owo0Q PqP, t CQ1bAit `IS NOT - 18 t -r N {lr 6. Painting, papering, tiling, carpeting, cabinets, counter tops and similar finish work. 7. Prefabricated swimming pools that are less than 24 inches (610 mm) deep. 8. Swings. and other playground equipment. 9. Window awnings supported by an exterior wall which do not project more than 54 inches (1372 mm) from the exterior wall and do not require additional support. 10. Decks not exceeding 200 square feet (18.58 m) in area, that are not more than 30 inches (762 mm) above grade at any point, are not attached, to a. dwelling and do not serve the exit door required by Section R311.4. Electrical: 1. Listed cord -and -plug connected temporary decora- tive lighting. 2. Reinstallation of attachment plug receptacles but not the outlets therefor. 3. Replacement of branch circuit overcurrent devices of the required capacity in the same location. 4. Electrical wiring, devices, appliances, apparatus or equipment operating at less than 25, volts and not capable of supplying more than 50 watts of energy. 5. Minor repair work, including the replacement of lamps or the connection of approved portable elec- trical equipment to approved permanently installed receptacles. Gas: 1. Portable heating, cooking or clothes drying appli- ances. 2. Replacement of any.minor part that does not alter approval of equipment or make such equipment unsafe. 3. Portable -fuel -cell appliances that are not connected to a fixed piping system and are notinterconnected to a power grid. Mechanical: 1. Portable heating appliances. 2. Portable ventilation appliances. 3. Portable cooling units. 4. Steam, hot- or chilled -water piping within any heat- ing or cooling equipment regulated by this code. 5. Replacement of any minor part that does not alter approval of equipment or make such equipment unsafe. 6. Portable evaporative coolers. 7. Self-contained refrigeration systems containing 10 pounds (4.54 kg) or less of refrigerant or that are actuated by motors of 1 horsepower (746 W) or less. 2013 CALIFORNIA RESIDENTIAL CODE 8. Portable -fuel -cell appliances that are not connected to a fixed piping system and are not interconnected to a power grid. The stopping of leaks in drains, water, soil, waste or vent pipe; provided, however, that if any concealed trap, drain- pipe, water, soil, waste or vent pipe becomes defective and it becomes necessary to remove and replace the same with new material, such work shall be considered as new work and a permit shall be obtained and inspection made as provided in this code. The clearing of stoppages or the repairing of leaks in pipes, valves or fixtures, and the removal and reinstallation of water closets, provided such repairs do not involve or require the replacement or rearrangement of valves, pipes or fixtures. R105.2.1 Emergency repairs. Where equipment replace- ments and repairs must be performed in an emergency sit- uation, the permit application shall be submitted within the next working business day to the building official. R105.2.2 Repairs. Application.or notice to the building official is not required for ordinary repairs to structures, replacement of lamps or the connection of approved porta- ble electrical equipment to approved permanently installed receptacles. Such repairs shall not include the cutting away of any wall, partition or portion thereof, the removal or cutting of any structural beam or load-bearing support, or the removal or change of any required means of egress, or rearrangement ,of parts of a structure affecting the egress requirements; nor shall ordinary repairs include addition to, alteration of, replacement or relocation of any water supply, sewer, drainage, drain leader, gas, soil, waste, vent or similar piping, electric wiring or mechanical or other work affecting public health or general safety. R105.2.3 Public service agencies. A permit shall not be required for the installation, alteration or repair of genera- tion, transmission, distribution, metering or other related equipment that is under the ownership and control of pub- lic service agencies by established right. R105.3 Application for permit. To obtain a permit, the applicant shall first file an application therefor in writing on a form furnished by the department of building safety for that purpose. Such application shall: 1. Identify and describe the work to be covered by the per- mit for which application is made. 2. Describe the land on which the proposed work is to be done by legal description, street address or similar description that will readily identify and definitely locate the proposed building or work. 3. Indicate the use and occupancy for which the proposed work is intended. 4. Be accompanied by construction documents and other information as required in Section R106.1. 5. State the valuation of the proposed work. 6. Be signed by the applicant or the applicant's authorized agent. 7. Give such other data and information as required by the building official. 2013 CALIFORNIA RESIDENTIAL CODE DIVISION II ADMINISTRATION R105.3.1 Action on application. The building official shall examine or cause to be examined applications for permits and amendments thereto within a reasonable time after filing. If the application or the construction docu- ments do not conform to the requirements of pertinent laws, the building official shall reject such application in writing stating the reasons therefor. If the building official is satisfied that the proposed work conforms to the require- ments of this code and laws and ordinances applicable thereto, the building official shall issue a permit therefor as soon as practicable. R105.3.1.1 Determination of substantially improved or substantially damaged existing buildings in flood hazard areas. For applications for reconstruction, rehabilitation, addition or other improvement of exist- ing buildings or structures located in a flood hazard area as established by Table R301.2(1), the building official shall examine or cause to be examined the con- struction documents and shall prepare a finding with regard to the value of the proposed work. For buildings that have sustained damage of any origin, the value of the proposed work shall include the cost to repair the building or structure to its predamaged condition. If the building official finds that the value of proposed work equals or exceeds 50 percent of the market value of the building or structure before the damage has occurred or the improvement is started, the finding shall be pro- vided to the board of appeals for a determination of substantial improvement or substantial damage. Appli- cations determined by the board of appeals to constitute substantial improvement or substantial damage shall require all existing portions of the entire building or structure to meet the requirements of Section R322. R105.3.2 Time limitation of application. An application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing unless such application has been pursued in good faith or a permit has been issued; except that the building official is authorized to grant one or more extensions of time for additional periods not exceeding 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. R105.4 Validity of permit. The issuance .or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provi- sions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building offi- cial from requiring the correction of errors in the construction documents and other data. The building official is also autho- rized to prevent occupancy or use of a structure where in vio- lation of this code or of any other ordinances of this jurisdiction. R105.5 Expiration. Every permit. issued shall become invalid unless the work authorized by such permit is com- menced within 180 days after its issuance, or if the work authorized by such permit is suspended or abandoned for a 19 Home Windows I Residential Windows, Home Doors & Window Contractors Page 1 of 2 • res ; �i a.,. ux, e� �tz_� �c _�.J >� �+� ABOUT US PRODUCTS SERVICES JUST THE FACTS TESTIMONIALS CONTACT .. ,ak D���q•noor• �, _ l r . u r !r •kik "t 'T" �41 ! _Loky-Quality i - Replacement Windows & Doors �e Lei About Us Products Services Family Owned & Operated Milgard Certified Dealer Window & Door Installation + more! Replacement Windows & Doors High Quality Residential Windows & Home Doors At Design Windows & Doors we understand that your time, personal taste, needs and total investment are most important when considering new home windows or home doors. With our assistance, we can help you increase the value, beauty and comfort of your home with new residential windows and doors. Whether it's your home or rental property, business or multi -unit complex, we can provide you with the very BEST in new home windows and home doors. We believe in providing our customers with the ultimate in customer service and only employ the most professional and skilled window contractors. (,hero* We are a HERO Registered Contractor Learn More ABOUT US PRODUCTS SERVICES JUST THE FACTS TESTIMONIALS CONTACT US http://www,designwindowsinc.com/ Name: Phone: Email: view our privacy policy r 11/25/2015 ,r Home Windows I Residential Windows, Home Doors & Window Contractors Page 2 of 2 © Copyright 2015, Design Windows 8 Doors Inc. All rights reserved. Licensed Contractor #912367 Site by Infinity Arts Ahera 504 S. Mountain Avenue Ontario. CA 91762 (866) 945-4599 http://www.designwindowsinc.com/ 11/25/2015 Additions, Alterations and Repairs — Introduction Page 9-1 9. Additions, Alterations and Repairs 7ITIGr - 9.1 Introduction Thischapter covers key aspects of how the Standards apply to construction of.residential additions, alterations to an existing residential building, or both. As explained further below, the Standards do not apply to repairs. T}I e�cha or as foil s: 1. Section 9.1, Introduction. Highlights the applicable Standards definitions for additions, alterations and repairs; and provides several examples of each. 2. Section 9.2, What's New in the 2013 Standards. Highlights of the requirements and compliance options which have changed or are entirely new in the 2013 Standards as compared with the 2008 Standards. 3. Section 9.3, Compliance Approaches. An overview of all prescriptive and performance compliance options available to meet the Standards for additions only, for alterations only and for projects which include both additions and alterations. 4. Section 9.4, Mandatory Requirements. Mandatory requirements for additions and alterations as they apply to the envelope, fenestration, mechanical system, water heating system, indoor lighting, and outdoor lighting. 5. Section 9.5, Additions. Detailed information on prescriptive and performance compliance methods and related information for additions, with or without alterations. OcSemti�n 9.6, Alterations. Detailed information on prescriptive and performance opliance ,methods and related information for alterations, with or without an addition. 7. Section 9.7 Performance Method. An explanation of the Existing + Addition + Alteration Approach with examples. 8. Section 9..8 Online Registration. Compliance Forms and Online Registration with a HERS Provider. Whenever additions and alterations trigger mandatory measures - whether envelope, mechanical, water heating, indoor lighting or outdoor lighting - the Certificate of Compliance and the Mandatory Measures Summary must be submitted with the permit documentation and included in the building plans. When additions and alterations include changes to the envelope, mechanical and/or water heating systems, a Certificate of Compliance must be completed prescriptively or generated by compliance software with the performance approach. The prescriptive Certificate of.Compliance that should be used for additions and alterations in all climate zones is the CF1.R-ADD or CF1 R - ALT form. For HVAC -only change -outs and' other mechanical system alterations, a climate zone specific CF1 R -ALT -HVAC form for prescriptive compliance. may be used.. Almost all additions and alterations under the 2013 Standards that include changes in HVAC systems also include 2013 Residential Compliance Manual January 2014 Page 9-2 Additions, Alterations and Repairs — Introduction one or more measures that require HERS Diagnostic Testing and Field Verification. When a HERS measure is specified, the Certificate of Compliance. must be registered online with an approved HE provider web site. Refer to Section 2.2.2 and to Residential Appendix RA2 for more information about document registration. For copies of the appropriate compliance forms, refer to Appendix A, 9.1.1 Additions An addition is any change to an existing building that increases conditioned floor area and conditioned volume. See §100.1. Examples of projects considered as additions include: 1. Adding a conditioned sunroom or other rooms to an existing house; 2. Converting a garage or other existing unheated space into conditioned living space; 3. Enclosing and conditioning an existing patio area; 4. Obtaining a permit to legalize an existing, habitable and conditioned space that was added to a residence without a permit; 5. Adding a bay indow that extends to the floor increasing both floor area and volume. 9.1.2 Alterations An a eration. is any change to a building's water -heating system, space - conditioning system, lighting system, or envelope that is not an addition. See §Section 100.1. Examples of projects considered alterations include: 1. Adding insulation to any existing exterior roof or ceiling, exterior wall, or raised floor over a crawl space, garage or unheated basement; 2. Replacing or installing a new top surface to an existing roofing assembly (re -roofing) r@placing portions of _u- the entire roof asse 3. Replacing .existing fenestration or adding fenestration area (e.g., windows, bay windows, greenh��a /garden windows, dynamic glazing, clerestories or glass glazed doors) to xistins; 4. Replacing an existing skylight or increasing'the area of skylight to an existing roof; 5. Constructing an entirely new roof over an existing conditioned space; 6. Adding a loft within the existing conditioned volume of a residence; 7. Replacing an existing heating system or adding a heating system (e.g., furnace, wall heater, heat pump or radiant floor); 8. Replacing an existing cooling system or adding a cooling system (e,g., air conditioner or heat pump); 9. Extending or replacing an existing duct system, or adding an entirely new duct'system; 10. Replacing the existing water heater or adding water heaters and/or hot water piping; 11. Replacing existing lighting or adding new hardwired lighting fixtures; 12. Adding window film, when complying under the Performance approach only. 2013 Residential Compliance Manual I IJanuary 2014 2012 International Code requirements for windows and doors I Glass Magazine Page 1 of 7 b rE . �r ma i�oy t feu` elo i�ne i t 2012 International Code requirements for windows. and doors A look at the International Building Code and International Energy Conservation Code stipulations for fenestration products Courtesy of the American Architectural Manufacturers Association January 26, 2012 COMMERCIAL, RETAIL, FABRICATION: CODES & STANDARDS The International Codes published by the International Code Council are the most widely used model codes in the history of U.S. construction codes. In addition to their widespread use throughout the 50 U.S. states, numerous federal agencies—ind.uding the National Park Service and the U.S. Department of Defense—have adopted the International Codes. Adoption of the ICC codes is also starting in other countries, particularly the Middle East. The following is intended as a summary of the major requirements set forth for windows, doors and other fenestration products in the 2012 International Building Code and International Energy Conservation Code. Manufacturers that sell products in several states should be aware that, at this point, multiple editions of the International Codes are being enforced by various U.S. jurisdictions. Most jurisdictions are currently using the 2009 editions of these two :,odes. As of fall 2011, the 2009 IBC is being enforced in 24 states, and the 2009 IECC is being enforced in 22 states. Local jurisdictions in other slates are enforcing each of these as well. There are, however, several states and local jurisdictions that are still using the 2003 or 2006 editions of these codes. Some states are even still enforcing the first edition of the International Building Code, from 2000. It is anticipated that adoption and enforcement of the 2012 editions of the International Codes will begin within the next few months. Therefore, this article will focus on the 2012 requirements. Users of this summary need to be aware that other editions of the International Codes might be enforced by any particular jurisdiction, and therefore, this summary might not be consistent with the requirements of some jurisdictions. The ICC website, www.iccsafe.org, offers updated information on which code edition is in effect in each state, as well as various cities and counties. This summary is not a full discussion of the 2012 International Code requirements for fenestration products. It identifies relevant sections of the codes. For more specific information, obtain a copy of the relevant code or codes from ICC. It is also important to note that some jurisdictions adopt one or more of the International Codes, and then make their own amendments to them, at the state or local level. As a result, many jurisdictions have their own versions of these particular codes. This summary does not attempt to address all of these variations of the base model code. In some cases, these jurisdiction -specific versions of the International Codes can also be obtained from the ICC. In other cases, the jurisdiction -specific versions must be obtained directly from that particular jurisdiction. Recent changes There are several significant changes between the 2009 edition and 2012 edition of the International Codes that relate to fenestration products. Cumulatively, these changes include: An update to the 2011 edition of AAMAANDMA/CSA 101/I.S.2/A440-11 NAFS: North American Fenestration Standard/Specification for windows, doors, and skylights Removal of the distinction between metal and nonmetal framed fenestration in the prescriptive requirements of the IECC for commercial construction Addition of mandatory daylighting requirements, combined with automatic daylighting controls, in certain types of large, open public spaces in the IECC http://glassmagazine. comlarticle/commercial/2012-international-code-requirements-wind... Search 11/25/2015 2012 International Code requirements for windows and doors Glass Magazine Page 2 of 7 Updating to the strength design -based wind speed maps of ASCE 7-10 Minimum Design Loads for Buildings and Other Structures for the determination of design wind pressure in the IBC The addition of an exception to the minimum window sill height requirements for windows equipped with window -opening control devices in the IBC An increase in the minimum sill height required for operable windows in the IBC. Testing and labeling of windows, doors and skylights Exterior windows and doors are covered in Section 1710.5 of the 2012 IBC. This section requires windows and sliding doors to be tested and labeled in accordance with AAMAANDMA/CSA 101/I.S.2/A440-11. The standard was developed jointly by the American Architectural Manufacturers Association, the Window & Door Manufacturers Association,and the Canadian Standards Association: The 2011 edition of the standard referenced in the 2012 IBC and IECC represents an update from the previous reference to AAMAANDMA/CSA 101/I.S.2/A440-08 in the 2009 IBC and IECC. As in the 2009 IBC, the latest edition of the standard applies to windows and "sliding doors" in the 2012 IBC. Other types of fenestration assemblies not included within the scope of AAMAANDMA/CSA 101/I.S.2/A440-11, such as curtain wall and storefront, are addressed in Section 1710.5 of the 2012 IBC. These assemblies are to be tested to 1.5 times design load in accordance with ASTM E330-02, and the glass is to be designed in accordance with ASTM E 1300-07e01. Exterior swinging doors can be tested and labeled in accordance with AAMAIWDMA/CSA 101/I.S.2/A440-11 or tested to 1.5 times design load in accordance with ASTM E330-02. The 2012 IBC also permits garage doors to be tested to ANSI/DASMA 108-05, in lieu of ASTM E330. AAMAANDMA/CSA 101/I.S.2/A440-11 contains provisions for some types of exterior swinging doors. AAMA has put into place a program to certify these types of products for compliance with AAMAANDMA/CSA 101/I.S.2/A440-11. This program depends upon testing of each proposed door assembly, rather than the component -based approach offered by ANSI A250.13 and others. The 2012 IBC also requires unit skylights be tested and labeled in accordance with AAMAANDMA/CSA 101/I.S.2/A440-11. Unit skylights are factory -manufactured fenestration assemblies intended to be installed in a single roof opening without intermediate framing members. Tubular Daylighting Devices are included within the definition of unit skylights in the 2012 IBC. The requirements for skylights and sloped glazing occur in Section 2405 of the 2012 IBC. Section 2405.5 permits unit skylights to be evaluated for different positive and negative design pressures. This is unique to unit skylights. Skylights are subject to snow load as well as wind and dead load. The combination of these loads will often result in varying required ratings for positive and negative pressures on unit skylights. The 2012 IBC requires exterior wall cladding systems—including curtain wall, storefront and punched openings—in high -wind areas to be subject to special inspections. The high -wind areas are determined by exposure category of the building. If the building is in Exposure Category B (surrounded by low- to mid -rise buildings), then special inspection is required if the design wind speed is 120 mph or greater. If the building is in Exposure Category C (open prairies) or D (near large bodies of water), then special inspection is required if the design wind speed is 110 mph or greater. Special inspections, by definition in the IBC, are to be performed by people who are specifically qualified to inspect the installation in question. They are necessary only for the part of the . system design that requires a registered design professional. So, for a curtain wall system, the special inspection would be of the structural components: the framing members, anchorage, joinery, etc. Design loads Provisions for design loads are set forth in Chapter 16 of the 2012 IBC. The design loads of concern for vertical glazing are design wind load and impact resistance. Skylights and sloped glazing are also subject to snow load and dead load. Wind loads: The engineer of record for the project is to calculate the design wind pressure for components of the building envelope. The calculations are to be based on the design wind speed of the specific location where construction is to take place, the mean height of the building and its exposure. There are significant changes to the design wind load requirements for fenestration between the 2009 IBC and the 2012 edition due to changes to the wind load provision of ASCE 7 between the 2005 and 2010 editions. The design wind load provisions of the 2005 and earlier editions of ASCE 7 were based upon allowable stress design of building components. The intent was to provide loads to which the building components had a fairly high likelihood of being exposed during the service life of the http://glassmagazine.comlarticle/commercial/2012-international-code-requirements-wind... 11/25/2015 2012 International Code requirements for windows and doors I Glass Magazine Page 3 of 7 building. The building components were then designed to remain serviceable (i.e. not require replacement) when subjected to that load. The 2010 edition of ASCE 7 provides design wind load provisions that are based upon strength design of building components. This method provides loads that have a lower likelihood of occurring during the service life of the building. The building components are then designed not to fail (rupture) when subjected to that load. This change in methodology results in higher design wind speeds and pressures. At first glance, it might appear to require higher DP ratings for exterior windows, doors and skylights. In actuality, the 2012 IBC contains provisions to multiply this new, higher load by a factor of 0.6 for the purpose of conversion to the more traditional method of determining the design wind pressure based upon allowable stress design. It is very important that the builder, code official, manufacturer and anyone else involved in choosing or approving the windows, doors or skylights for a particular application understand that the higher design wind pressure provided by the 2012 IBC must be multiplied by this 0.6 conversion factor for the purposes of comparison to the Design Pressure rating of the fenestration product. In most, but not all, cases this conversion results in required design pressure ratings for fenestration that are roughly comparable to the more traditionally determined values. HAMA, WDMA, FMA and DASMA have published a technical bulletin on this topic that can be downloaded from the AAMA website at www.aamanet.orq. ASCE7-10 also provides three different design wind speed maps. The different maps are based upon the assigned risk category of the building being designed. There is one map for buildings whose collapse would present a low risk to human life, such as barns and storage facilities. There is a second map for buildings whose collapse is considered to be a moderate hazard to human life. Most buildings fall within this category. There is a third map for buildings whose collapse is considered a high threat to human life, and for those that are considered essential facilities. The former includes assembly or education buildings designed to house groups of 250 or more people, some medical care facilities and any other buildings designed to house 5,000 people or more. Essential facilities include hospitals, and police and fire stations, which are essential during emergency response situations. The new maps result in higher design wind loads for buildings of moderate hazard to human life than for those of lower hazard. The highest design wind loads are for buildings whose collapse poses a high hazard to human life, and essential facilities. Previous editions of ASCE 7 and the IBC also required these types of buildings to be designed to higher design loads, but the actual increase. was applied in a different manner. Dead loads: The provisions for dead load in Section 1606 of the 2012 IBC are also based on ASCE 7-10. There are no significant changes to, the dead load requirements for fenestration between the 2009 IBC and the 2012 edition of the same code. Impact resistance: Section 1609.1.2 of the 2012 IBC outlines the locations where impact - resistant products are required. All exterior openings in wind-borne debris areas are required to be impact resistant in the 2012 IBC. Determination of wind-borne debris areas in the 2012 IBC is similar to that of ASCE 7-10 and primarily defined by design wind speed. Since the 2012 IBC has three different design wind speed maps, some areas might be considered wind-borne debris areas for buildings such as essential facilities, but not for buildings whose collapse is considered to be of moderate threat to human life. In other words, in some parts of the country impact -resistant openings will be required for hospitals and police and fire stations, but not for office buildings and retail stores. It might be appropriate to provide a higher level of safety for the former buildings, but it will also require those selling fenestration products in those areas to be aware of this distinction and when it applies in their market. Products that need to meet impact resistance requirements must be tested to one of a few different sets of standards. One option is testing in accordance with ASTM E1886-05 and ASTM E1996-09, which must be used together. The 2012 IBC also permits the use of "other approved tests.' This may include Miami -Dade County test protocols, if approved by the authority having jurisdiction. For residential applications, use of protective wood panels as an alternative to impact -resistant glazing or shutters continues to be permitted for limited applications. The 2012 IBC limits the use of protective wood panels to openings in one- and two-story single family dwellings, duplexes and residential care facilities. Energy Requirements for energy performance in both residential and commercial buildings are spelled out in the International Energy Conservation Code. Commercial buildings that comply with ASHRAE 90.1 are also considered to be in compliance with the IECC. The 2012 IECC and ASHRAE 90.1-10 have similar formats. They both address the building envelope, mechanical sysleM.Lof the building, lighting and hot water systems. Although the http://glassmagazine. comlarticle/commercial/2012-international-code-requirements-wind... 11/25/2015 2012 International Code requirements for windows and doors I Glass Magazine Page 4 of 7 specific requirements for each of these systems differ between the two standards, they are considered to be very close with regards to the actual anticipated energy use of a commercial building built under either standard. The 2012 IECC has two compliance paths for commercial construction. The first is the prescriptive path, which is the simplest to use, providing one set of energy efficiency requirements for each component of the building envelope. The prescriptive path for commercial construction establishes maximum permitted U -factors and solar heat gain coefficients for fenestration. U -factor is to be determined in accordance with NFRC 100-04 or by use of a default table in the 2012 IECC. Similarly, the SHGC of the fenestration is to be determined in accordance with NFRC 200-04 or by use of a default table in the 2012 IECC. 1P Previous editions of the IECC contained separate U -factor provisions for metal and nonmetal framed windows and doors other than the main entrance door in commercial buildings. This distinction has been discontinued in the 2012 IECC. The 2012 IECC establishes maximum U -factors for fenestration based upon whether it is fixed, operable, or an entrance door. The figures below show the maximum U -factor and SHGC permitted for fenestration in commercial buildings. MAXIIAUM U.FACTOR AND SHGC PERMITTED FOR VERTICAL Ny I FENESTRATION IN COMMERCIAL BUILDINGS IN THE 2012 IECC OF ENTRANCE DDOfl5: D.71111111J6].� rv..1 ENTMNLE DOORS: 0.77 qllllOPERABLE. 0.45 .. -' - -" ENTRANCE DOORS: 0.77 OPERABLE: D. ENTRANCE DOORS: O.7] � _ �!♦'�a1E-"� CFERABLE:0.63 OPERABLE: 0.65 ENTRANCE DOORS: 0.03 ENTRANCE DOORS: 1.10 MAXIMUM U•FAC70B AND SHGC PF.RIAMED FOR SKYLIGHTS H, I IN COMMERCIAL BUILDINGS IN THE 2OI2IECC SHGC 0.75 SHGC 035 Use of the prescriptive path in commercial buildings is limited to buildings where the vertical glazing and skylight area do not exceed certain limits. New to the 2012 IECC, these limits are dependent upon whether or not automatic daylighting controls are provided in the daylight areas of the building. Automatic daylighting controls reduce the artificial lighting load when daylighting is provided to a room or space. Combining automatic daylighting controls with well- placed fenestration allows fenestration to have a positive impact on the overall energy use of the building by reducing the lighting load during daylight hours. If (1) a building is equipped with automatic daylighting controls, (2) at least 50 percent of the conditioned floor area is in a daylight zone, and (3) the glazing has a VT/SHGC ratio > 1.1, then 40 percent of the above -grade wall area of a commercial building is permitted to be fenestration area. If all three of these criteria are not met, then the fenestration area is limited to 30 percent of the above -grade wall area. Those parts of the exterior walls that are not included in the calculation of the window -to -wall ratio must meet the requirements of the 2012 IECC. For example, in order for those parts of a curtain wall system that are glazed with opaque glass to not be included in the calculation of the NM/R of the building, they must be insulated as required for other metal -framed opaque walls in the building's exterior envelope. Similarly for skylights, if a building is equipped with automatic daylighting controls, up to 5 percent of the roof area is permitted to be skylights. If the building is not equipped with automatic daylighting controls, then skylights are not to exceed 3 percent of the roof area under the prescriptive provisions of the 2012 IECC. http://glassmagazine.com/articlelcommercia112012-international-code-requirements-wind... 11/25/2015 2012 International Code requirements for windows and doors I Glass Magazine Page 5 of 7 Also new in the 2012 IECC are requirements for minimum skylight area. These provisions will require at least half the floor area of certain spaces to be toplil. These provisions apply to spaces that are directly under a roof, larger than 10,000 square feet in area, have ceilings in excess of 15 feet, and are used for offices, lobbies, atriums, concourses, corridors, storage areas, gymnasiums/exercise centers, convention centers, automalive service centers, manufacturing areas, nonrefrigerated warehouses, retail stores, distribution/sorting areas, transportation areas and workshops. The 2012 IECC requires air leakage resistance of windows, door assemblies and unit skylights to be determined in accordance with AAMA/WDMA/CSA 101/I.S.2/A440-11 or NFRC 400-04, similar to the requirements in the 2009 IECC. The 2012 IECC also requires air -leakage resistance of curtain wall, storefront glazing and commercial docrs to be determined in accordance with ASTM E 283-04. Previous editions of the IECC used the same pass/fail criteria for air leakage of windows, door and unit skylights in commercial buildings as that established by AAMA/WDMA/CSA 101/I.S.2/A440. The 2012 IECC, however, establishes more stringent criteria than that currently in place for certain performance classes. Specifically, the maximum air leakage rate permitted for windows, sliding and swinging doors and unit skylights without condensation weepage openings is 0.2 dm/sq. ft. when tested at 1.57 psf. Tho maximum air leakage rate permitted by AAMAANDMA/CSA 101/I.S.2/A440 for some performance classes of fenestration is 0.3 cm/sq. h. when taste same e. mergency escape and rescue openings The 2012 IBC requires emergency escape and rescue openings in sleeping rooms below the fourth floor of a building, and in all basements except those the-. are used only to house mechanical equipment and are less than 200 square feet in area. The 2012 IBC also contains some exceptions for rooms in buildings that are fully equipped with a fire sprinkler system, or far rooms that open directly to a corridor that leads to an exit in two directions. ' Typically, the emergency escape and rescue opening requirements are met with operable windows or doors. Operable skylights and roof windows are also permitted to be used as emergency escape and rescue openings if they meet the size requirements and the bottom of their opening is within 44 inches of the floor below. Of The requirements for sizes, locations, etc., are set forth in Section 1029 of the 2012 IBC. It is important to note that the required opening size of 24 inches high, 20 inches wide and 5.0 or 5.7 square feet in area must be met by 'normal" operation of the window, door or skylight without the use of keys, tools or special knowledge, and without the removal of a second sash from the opening. �!F Minimum window -sill heights The 2012 IBC requires the bottom of openings created by operable windows to be a minimum height above the adjacent interior floor when they are 72 inches or more above the grade outside the window. In the 2012 IBC, the required height of that window sill above the adjacent interior floor is 36 inches. An exception is included, however, for windows that do not open more than 4 inches or that are equipped with window guards that comply with ASTM F2006-00 or ASTM F2090-08 or window opening control devices that comply with ASTM F2090-08. The window opening control device must limit the initial opening of the window to no more than 4 inches, but must also be releasable with no more than 15 pounds of force to open more fully. The intent of this later provision is to permit windows that are equipped with window opening control devices to also be used to meet the Emergency Escape and Rescue Opening requirements of the 2012 IBC. Means of egress doors Section 1008.1.7 of the 2012 IBC restricts the threshold height of the required exit door in residences and dwelling units to 1115 inches or % inch, depending upon the type of door, from the top of the threshold to the floor or landing on each side of the door. The rise from floor or landing to the top of the threshold at other exterior doors that are not required to be accessible or which do not provide access to a Type A or Type B unit within the IBC, is limited to 73% inches, which is the riser height permitted for stairs. Window installation Section 1405.4 of the 2012 IBC requires window openings to be flashed *in such a manner as to prevent moisture from entering the wall or to redirect it to the exterior.' Safety glazing Section 2406.4 of the 2012 IBC establishes the locations where safety glazing is required. They include the following: Glazing in and near swinging and sliding doors Large lites of glass near walkways Glazing around tubs, showers, pools and similar fixtures http://glassmagazine.com/articlelcommercia112012-international-code-requirements-wind... 11/25/2015 20,12 International Code requirements for windows and doers I Glass Magazine Page 6 of 7 • Glazing near stairways, ramps and the landings for both In these applications, the glazing must be labeled per the Consumer Product Safety Commission CPSC 16 CFR 1201 requirements. There are some exceptions for applications that are considered less hazardous, such as very small openings in doors, decorative glass, and glazing provided with a protective bar, etc. The previous exception for wired glass in fire -rated assemblies that complied with ANSI Z97.1 in other than educational -use groups has been removed. In the 2012 IBC, wired glass is only permitted in doors that meet CPSC 16 CFR 1201, just like any other type of glass. The 2012 IBC also permits the use of glass that meets the two most stringent categories of ANSI Z97.1 in hazardous locations that are defined within those codes, but which do not fall within the scope of the federal law established by CPSC 16 CFR 1201. These locations include tub and shower enclosures, door sidelites, large lites of glass, and glazing near stairs, ramps and pools. The criteria for these two categories of ANSI Z97.1 are similar to CPSC 16 CFR 1201 for these applications, but ANSI Z97.1 was updated in 2004, while CPSC 16 CFR 1201 was last updated in 1977. Therefore, ANSI Z97.1 is considered to be more up-to-date and consistent with products currently available than CPSC 16 CFR 1201. The defined hazardous locations did not change significantly between the 2009 International Codes and the 2012 IBC. 841acement windows As a general rule, when an addition is made to a building or a component within a building is replaced; the International Codes require the new component or addition to comply with the requirements of the current code for new construction. This is also true for replacement windows. The 2012 IECC requires replacement windows to comply with the energy conservation requirements for fenestration in new construction. This requirement applies whether the entire window unit—including frame, sash and glazing—is being replaced, or jy; the sash and glazing. Sunroom additions The 2012 IECC permits glazing in thermally isolated sunrooms to have a maximum U -factor of 0.45 in climate zones 4 to 8. By definition, a thermally isolated sunroom must be separated from the remainder of the building by either existing exterior wall construction or construction that meets the energy efficiency requirements of the 2012 IECC for exterior walls. The sunroom must also be equipped with a separate heating or cooling system or thermostatically controlled as a separate zone, if conditioned. Previous editions of the IECC placed size restrictions on thermally isolated sunrooms but these restrictions do not occur in the 2012 IECC. Sunrooms must be thermally isolated from the remainder of the home to take advantage of the higher permitted U -factor for fenestration. Under the 2012 IECC, sunrooms can be built as part of new construction, but they must still be thermally isolated from the remainder of the home, as discussed above, to use the U -factor of 0.50 rather than 0.35 in climate zones 5 to 8, or 0.40 in climate zone 4. Site -built glazing Chapter 24 of the 2012 IBC references ASTM E1300 -07e01 for glass design. The 2007e01 edition of ASTM E 1300 addresses several types of glass layups and support combinations that were not addressed in previous editions of the standard. Having it referenced in the 2012 IBC'greally enhances the designers options in terms of providing glazed openings that can meet all the requirements of the code, including energy efficiency and impact resistance. A previous provision that requires glass to be designed by a registered design professional if the glass framing deflects more than U175 or''/. inch remains in the 2012 IBC. An exemption to this requirement continues to be given in Section 1710.5 of the 2012 IBC for exterior windows and doors that are tested and labeled in accordance with AAMA/ WDMA/CSA 101/I.S.2/A440- 11. Skylights and sloped glazing The 2012 IBC has different requirements for factory -built unit skylights than for other types of glazed assemblies in roots such as skylights and sloped glazing. Factory -built unit skylights that contain only one panel of glazing material are required to be tested and labeled for performance grade in accordance with AAMA/WDMA/CSA 101/I.S.2/A440-11 in the 2012 IBC. Section 2405.5 of the 2012 IBC establishes the required perlormance-grade rating based on the provisions of that code for wind, snow and dead loads. As for vertical glass, glass in sloped glazing is to be designed in accordance with ASTM E 1300-07e01. The requirements for screening under skylights and sloped glazing, as set forth in Section 2405.3 of the 2012 IBC, are consistent with previous editions of the International ' Codes. This includes requiring the screening to be securely fastened to the framing and to be able to support twice the dead weight of the glass. Requirements for curbs on skylights and http://glassmagazine.comlarticle/commercial/2012-international-code-requirements-wind... 11/25/2015 2012 Iliternational Code requirements for windows and doors I Glass Magazine sloped glazing, when applicable, is also consistent with those in the previous editions of the International Codes, and are set forth in Section 2405.4 of the 2012 IBC. Code cycles ' 1 As noted at the outset, this article focuses on the requirements of the 2012 editions of the International Codes. Heading into 2012, many slates and local jurisdictions are still referencing older editions of the IBC and IECC. Adoption and enforcement of a new edition of a model construction code traditionally occurs most significantly in the second year after its publication. Therefore, we can expect 2012 to be a transition year, with some jurisdictions adopting and beginning enforcement of the 2012 International Codes, while others continue to enforce the 2009 or earlier edition of the International Codes. Share this article: ED ® V 1 The information provided on these pages was developed by Julie Ruth, a code consultant for the American ArchitecturalManufacturers Association, www.aamanet.org. Julie Ruth can be contacted through AAMA at 847/303- 5664 or via e-mail atjultuth@aol.com. ! @2015 National Glass Association. All Rights Reserved. Powered by Digital Loom. Page http://glassmagazine.com/articlelcommercia112012-international-code-requirements-wind... 11/25/2015